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DRC packet City of Cupertino 10300 Torre Avenue,Cupertino, California 95014 (408) 777-3308 AGENDA OF THE REGULAR MEETING OF THE DESIGN REVIEW COMMITTEE Conference Room C Thursday,February 6,2014,5:00 p.m. ORDER OF BUSINESS: ROLL CALL APPROVAL OF MINUTES July 18, 2013 WRITTEN COMMUNICATIONS None ORAL COMMUNICATIONS (Reserved for persons wishing to address the Committee on issues that are not already included in the regular Order of Business) CONSENT CALENDAR PUBLIC HEARING 1. Application No.(s): ASA-2012-15 Applicant: Ken Rodrigues (Forbes 500, LLC) Location: Main Street-southeast corner of Vallco Pkwy and Finch Ave Architectural and Site approval for final refinements to the previously approved Shops 1-5, 7&8, Pads 1 -3&6, Town Square, incubator flex space, park&street system, Office space 1 &2 and the parking garage for the Min Street project Design Review Committee decision final unless appealed. ACTION TO BE TAKEN: Approve or deny ASA-2012-15 OLD BUSINESS None NEW BUSINESS None ADJOURNMENT If you challenge the action of the Design Review Committee in court, you may be limited to raising only those issues you or someone else raised at the public meeting described in this notice, or in written correspondence delivered to the City of Cupertino at, or prior to, the public meeting. Please note that Design Review Committee policy is to allow an applicant and groups to speak for 10 minutes and individuals to speak for 3 minutes. Page 2 Design Review Committee February 6,2014 In compliance with the Americans with Disabilities Act (ADA), the City of Cupertino will make reasonable efforts to accommodate persons with qualified disabilities. If you require special assistance, please contact the City Clerk's office at 408-777-3223 at least 48 hours in advance of the meeting. Design Review Committee July 18,2013 Cupertino, CA 95014 (408) 777-3308 ACTION MINUTES OF THE REGULAR MEETING OF THE DESIGN REVIEW COMMITTEE HELD ON july 18,2013 ROLL CALL Committee Members present: Paul Brophy, Chairperson Margaret Gong, Commissioner Committee Members absent None Staff present: Kaitie Groeneweg Simon Vuong Gary Chao Staff absent: None APPROVAL OF MINUTES: March 21, 2013 Minutes of the March 21, 2013 Design Review Committee meeting were approved WRITTEN COMMUNICATIONS: None POSTPONEMENTS/REMOVAL FROM CALENDAR: None ORAL COMMUNICATION: None CONSENT CALENDAR: None PUBLIC HEARING: 1. Application No.(s): EXC-2013-02, EXC-2013-03 Applicant: Debbie Magallanez (Bollinger Venture, LLC) Location: 7806 Bollinger Rd, 7801 Bollinger Rd R1 Exceptions to convert faux architectural features on previously approved two-story residences (R-2012-41 & R-2012-45) into second story decks located within the required 10 foot side yard setbacks Design Review Committee decision final unless appealed. Due to technical problems,there are no minutes for this meeting. However,the item was approved. 2 Design Review Committee July 18,2013 MOTION: Commissioner Gong moved to approve EXC-2013-02, EXC-2013-03 per the draft resolutions SECOND: Chairperson Brophy ABSENT: none ABSTAIN:none VOTE: 2-0-0 OLD BUSINESS: None NEW BUSINESS: None Respectfully submitted: /sBeth Ebben Beth Ebben Administrative Clerk OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE • CUPERTINO,CA 950143255 C U P E RT 1 N O (408)777-3308 • FAX(408)777-3333 • planningQcupertino.org DESIGN REVIEW COMMITTEE STAFF REPORT Agenda Item No. � Agenda Date: February 6,2014 Application: ASA-2012-15 Applicant: Kevin Dare (500 Forbes,LLC) Project Location: Main Street Cupertino North side of Stevens Creek Boulevard on both sides of Finch Avenue,west of N. Tantau Avenue and south of Vallco Parkway (APN 316-20-085, 316-20-078 and 316-20-079) APPLICATION SUMMARY Architectural and Site approval for final refinements to the previously approved Shops 1, 3-8, Pads 1-3, Town Square, Flex 1 & 2, Office 1 & 2, Parking Garage, and associated landscaping and street system design of the Main Street Cupertino Project. RECCOMENDATION Staff recommends that the Design Review Conunittee: Approve the Architectural and Site Approval Application(ASA-2012-15) per the draft resolution. BACKGROUND Existing Conditions and Surroundings The project site consists of three(3)vacant parcels on the north side of Stevens Creek Boulevard on both sides of Finch Avenue, west of N. Tantau Avenue and south of Vallco Parkway. The site is surrounded by the existing Metropolitan and fizture Rosebowl mixed use developments to the west, light industrial office buildings occupied by Apple to the north,and an office complex occupied by Apple to the east across N.Tantau Avenue. Approval History At its January 20, 2009 meeting, the Cupertino City Council approved a Master Use Permit (U-2008-01), Architectural and Site Approval (ASA-2008-06) and associated permits to allow the construction of an interchangeable mixed-use development consisting of senior housing, a hotel, retail shops, an athletic club, a five level parking garage, and four(4) acres of public open space. On May 15,2012,the City Council approved a modification to the original application to allow for changes to the land use options and associated site design. At the request of the applicant, on September 4, 2012 the Council approved the current development plan allowing market rate residential apartrnents and modified the retail building footprints to reflect development options and site/architectural changes that are more in line with the marketing demand. The Council also provided the following directions for the design of the town square, office, hotel, retail buildings, parking/site plan,loft apartment,and flex retail components: ASA-2012-15 �vlain Street Architectural and Site Approva. February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage, &Site Design Page 2 • Revise Town Square to be a"fle�cible"public space • Incorporate enhanced architectural features into the Office building • Revise the design of the Pad 1 and Pad 2 builclings from an agrarian look to a park pavilion/kiosk style architecture,and other enhancements to promote active storefront entries and walkway treatments • Enhance the parking garage architecture and site circulation design • Make architectural enhancements to the Live/Work Loft Housing component • Refined architectural plans for the project shall return to DRC for final approval with the exception of the Hotel and Park which shall retum to the City Council. Deferred Approvals The applicant requires additional time to work with the prospective tenants to finalize the architectural plans for the Major Retail building, Shops 2 building, the Loft Apartment, and Shop 9 buildings (shown below). A deferred review and approval for these buildings is expected in Summer 2014. � _,,, � ._._.__..____.. — _ � . /'� i� �: ,. � y � 1% �. L� 4 .. �-.� '�.y.1 Y�O. i` .� . _ p-,t.-R��' • , 'tit�, . ; r �, `1`"*- `'^�' k'�r �c. - �' j ' { �.� V � �~ ,.,% �.. -- h , ...-.'" ,' i ' .,, ___.,_.�.._.__-__.,_.... • . LL.r�.� � . , ''' ' i. �°' �� , , .r. ' c .,----t--.__.._._ :. , -� , _... �❑ .�� \ �, . � /� \`• `t; '. - O , _- --..___ � ; ,, �-`�' ��„a: ;�! .; ;• ,� ___:, �__ ' , W_ _ ., �� . _ ---- �, w . , -� - __ . � ��. , ;.� ,>�� : � � �_��+r� '! ! ' �� , � S�i ,�`�; ��• �� i `' � � '��Y � �� dp• �. � ♦ \ ..`\.\\ TJ�\� .'�/`, '`II "•�_'_i ,�..._.,...__I ._.� d �.. .. .. ...... ...._. .._� ` ,+ . . . � � � -.\ �\,,'�� '� . . . , " � � �� :, , - ' ' - ' c. t. , : � .: ':,� t �e . ,..__ ,,,.,,,.,,ty �, ;_ � �- �.� ; , \ . _ . _.. � ' , :,.,�...� _._ . � r � . �- , . , � '... . ..' '.R pt�I�� ' •- ,i•'b r.�+�r.t�` �r +s• �4 • � ,�� . .� C.�' .�..� 1 rfx.. ._..t' �� ' � . ..r ...a._.. r •ta � 'r `'�'^� ` . Q � � � �4"` �. /ry�, l,/ . t. �/!�K. . "� . SwOr�n�.^ �..��'�r. ��n�n..e �:•� YAL1C0 fMKWAY . ^ ' � � r:..- a !�. , � � w:wr�a � -, � . �� • t •'�, - _ _- --- - , ^ � _ ..�u�l _ '.' , r ' �"r.°,. � � � - IT. f�.., i�• . �+� �• �K[KJ J ."��"'~� � i . `'• � .: � 4 i i�. '�I�`^!!�" {.a .�� { ' � ., � N � M�.�.�,»w..�.�r+t�1w.. . .... ... • n� ♦s , � � � �� G GE — ti'{.�1 ��,� ' � ti .. . . .. . . _ • _ __.�.....,.� i � � sr , . �i' P ` a , r , -�. � _ '� , � ;,� � �.Q�S a --�� < `�� -�J sN°"�:.. �o�+vH� �I " '�;!� t- `� � = L P !� . � J [KiICE i ,t 1 _,�� p� . ..11.i• . . � � r r J� � � _ �� .. .� ` . _ . '� '�F':.�� NE'AU.7 . � ! ,� : i.. �� t • � ' � i , ! � � 6 I . �. /'l � .C (. . • "�� `.7`��M�� .-1'�..'_� -..�.t_� '�•'�..,.�. JfFKi 7 � E , `�� ' � ,� , �� ..� ' ..� r _-'�'" . M �- . . . +,��, . ` 7 � .. � � �.t��? y +!At:l i ' _r �f . — . ... ( � .. " • . .., .. . . � . .� „ " r_ - � A 6. . .4 4 �'�"�% (,�'�'�.-�J ,�� _ __ _ r . a � ► •�,� ,. �j . � . � . . 1 .ft.. 1. +� � �� . L�; �T i I� s.,.r, �r � r.,:. �,`-,y `-9 � � �' 3 ��.i:i p.`« ._.w . ".. � :".:.� - . � � ` T � ,n r .,: �'"r� 4 tt •ti.r �' �' S,., '�'°�' r1.:�r;. � �_ . .. .. a . , ,� � . � �L� _ 't v..°� . . '{ ... V��' .,:.� <r. �♦'.z.,T'.•�-,�i."'°' �,� ' .�-., �. t J ,i .�� , .{,� ..� SHOr� Sr0►i t +` ....... .....d...�...w,.. � — .; Y ' �� „_ J_.�.._ ,�r,� i �, .. � I . , - � � . - � _. ,� .. q ; �_ r � ..� �.-r� � ... �.f �� -� �.. '..� .. , .. . .� �-� �I Y�`1_� ��t r 1 * �. .-_. �� '�-.._.._... . _ _i',r`',7�;�Y�`µlr�1�aC� — �- _ �_ in+w�•_-.►�y �""�'Y 5 . ... _ �' "�w _.�+�.7'��"��—..' �. _ .- �. !•( ,. .. _._ ._._.. .__ - —— -- -_ _.._.:.-�._.__W_ ...__ _. — . i f �' =r_.�.: .__ . - . _... y . .��.�; »---__—---- ---————--___ __ ---- _ — —,--._.__.__.___..�_._.__..�__._._.— --- , .��-'�".T--�--�_' STEYChKCAEEKBp(iLEYARD � : ... ._..__ ....._�_...u.. ,... _....._._.�_�......,._ . ,........._....n � ..._.__.�...r.... ._._.... _. _ . �� , -�' '�� . . . _ _ . � DISCUSSION Since the last City Council meeting, the applicant has worked with staff to revise the development plans to address directions provided by the City Council and the City's Architectural Advisor. The project also consists of enhancements to the site/landscape features, building design details/materials, and the overall identity of the buildings to reflect the current market demands and the preferences of the prospective tenants. ASA-2012-15 Main Street Architectural and Site Approva� February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage, &Site Design Page 3 Generally the project attempts to keep the original architectural theme by preserving the agrarian style building finishes and materials but with a more modern design implementation in order to reflect the Council approved building footprints and the more modern pavilion styled town square buildings. The City's Architectural Consultant is supportive of the overall design of the project. Project Design Summan� Retail Sho�s 1 &6 Shops 1 & 6 are bookend retail buildings that mirror each other in design and effectively help frame the two vehicular entrances to the project along Stevens Creek Boulevard. Both of these buildings consist of a flat roof design with high quality cement plaster walls and decorative ipe sidings that draw from the building design and materials on the office buildings and from the rest of the center. Shops 1 _ __ _ _ _ ..__ __ __ . _ _ _ __ _ _ ._ _ _ r,�� :s' c '+' �i'� ;-i � ;r;, ;Ei' M: bo''J t,�'� ' ;0.' M� %9 -.. M�^ ;F� _... ._.. .... ti� .... _.. _. ._.. _. ._. �'_.. . :. ,.. ... _... �. � .. ... .. __ ._ - . r. i] � .. f` t' �! M �'. :4 �. 1 • - i� r. . 1��.�� w-. .}S .5 �M�!7 . . r . � �1" �.' ! t1. .� ? � � " ` �t �-�-� � � � �� . < < +.. y� � . ' .. '" .� ---�....i... � �.a�r � -r�r.��^ ... i �'"' _.,_.,._.____ y _ _ .._�_,.,._ ,i . : . _ . _ � . � , �,. �. , - - - -- � �_ ` . ` _�� .,�_.__...� � ----•�r---• � ,- �_.`_�.__,..'..�... r �. ,.__ � . _ �. � r a'��r -y l � r��l.,! i'{� t � t"`{ �'. � 'a;��.� If� .,�.a° . �` .�'!a`° "'?�' "��.��„°` .. � ��. �' ��{�'�r,✓ j ;`y:R9� � ..�� . ` r�yi"�h '°2"� �s °�� _^'�` � . �r' �: ^„��x x.+'.� � �," ' �' ,• . •�y ��{, • ,� ;y� �8� _ �� -"yb'�s '��k .. .H Y .i..�..,. . �i's+,y � n.�_.� ..`� ��... �?. ` . `b' � _._._.� � r. .. n r � ��y4 „ « � � � # ♦ a � � r: ..°' ._... ;_... ., � � ' � ..,. � .�: � .#r �� . ' . , .,�y� . , . . . . � . - ��. , L�rwC� � �.. P ,. '��+ �i--. � .1 ;.t t :4 :._..""'�._.......""'»�..__..r.,_...__._.�..��..._._.._.__._'___""_""___"'""'........__..._............."""'-„"""".�-_.."""""'._..__.._"""'_..."_,..._.._.._.."'...,._._."'.......""'._,_.."_"'..."'._._._.._..__.._."__""'_.'__'y__'..".1 WEST ELEVATION �•�• 3 SOUFH ELEVATION ��• ; 1 � Shops 6 ip� �C�: 'p� 'A; ��3 F'? t'c, � ..pi 1�. '! 'n+J% _1i .L' .11� N �.^J ..1i ,'S` �{ Y: '3 n �W' � .'r:t 1.. ._ � •. . . ! ' •�..'.'��.�� ...�-.L��.�..��•.( i. � .r...., '��r� ...� ., ir. t � � , ti � � ' k n � ,� r,C..r ' :y. 1r .�.� :�,:. . MF , �(, - `� .�'' � •��`(�»� . .. 7 _r�i,�ar. M�" w E y,��;�� y+ � �� . ��,� 4�� f� ,� � � ::I.cjo`� I � 9 ♦ �� .w � �� '�. � r!G ,__•i'JIWAiWi�Pi�'��«[b/�� .. . ........................._....._.. ..__......._.................. .... ... _ . ............ ........... ............. _ .... . ...... .. _............,. ....................._.. ... EAST EIEVATtpN: s : t ! Retail Sho�s 3,4, &5; Pad 3;Clock-tower Shops 3, 4, 5, Pad 3, and the Clock-tower resemble agrarian style building design. Shops 3, 4 and the clock-tower have a more traditional pitched roofs and Shops 5 & pad 3 present a flat roof design. Quality architectural siding materials such as stone, board and batten, metal grillwork, decorative woodwork, wood trellis & beam system are found throughout these buildings. According to the applicant, the design of these buildings have been simplified from the original approved concept to be more viable for the prospective tenants and to also reflect the revised retail footprints approved by the Council on September 4,2012. ASA-2012-15 Main Street Architectural and Site Approva� February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 4 Shops 3 �4 and Clock-tozver ?� .��,..�.�._ . _ _ .,,,r...�...,�. ...._.,.. ;. , . , �. ,� , . . , ., � � . w • � _ _ .— , .. E� t � � R`" 'rq 6'� �� `!:.�"!,i.... k': �.. . . y , � , , . . �,. , ». - a , _' ,». - s, , , w , , . � �'I� m,� � { l.;s , . t:'�w..t:"(:l �i►1 cr,. + c ' ��^�4^�-Mt. -a� � '°�-:�*�� `a�" ' � ,�' , � � ^� � .. . . , � . ��',�'`",Ec'`' � n �" t M r J�� } � L � ..« ., �g *+F�: __.+1'.�33�i:� y ; _..,-._..��tw,�a,.:3. . .�.d„ _...__�.�ti .�i� �a,�r. .��_ ` -y�; � �� -�� ; + �:.� r'/"^"'^°" . ...� t� s.. �.� a.. _ 1 ,� .,� � � , .. . . r'�r.""'� � , �� " .�`�""'� `"IM'�,� ",�"•� '�.` �Y .. �I�r . ,,� , �y,$ . ,� `a�° ',�,� �,+. ��. �' _ :.: i _ � > *�NP` . � , � ��7� r�k'�±"�:. . ;,.� � � ' �� t :c. ��..�.. { � ��..♦� " ...�. '..,a� �.�....�► .k. � ,f { ' 1 � � �t , .�� , . r �� y: . . -' � ' ' .:d �Rr ��,. . . ., ��,, � .. .*M. � ..�__..�r.. ...... �. �. -. ..�.. �, . ,_.. . .�:a,,�- . sw..as. _>.:�...:c:�a:�.� Shops 5 ,(c�.—r�._.{r^-�� r.:' .., ... � ... �. ,,., .... . ;� �� , . . ; . k•'M.I+y ��(1 > .l �. ' . . . ' . . 1 .a � �.� �t. ` .�. �Y . . i �� J, , Y....+�:�'� � � - ,.�� . 4- ['� i�,e: ' , . , ..� , , , � _ ,,,.,.� _ , , . . .. ., > , +�� - - °"� �, , � � — �,�., ��e � ;.. ,d� �;: � � � �x;"�}.� ��. y . . � � ��.. : � � .� ��;t, __ .�,�,, � { . , .e. . . , � . . _ ��. j� . . �... . . . '�R�, - e.. .. <gr',--"�� ,rx(�. . , ,,�,� �r�k �' , f i -l. t J.`1�, A+i �� R�' ' .�L � ...i � y,�J• p � C r 1 , . ' � ' . . ' �� X ( I )/y `u�.:e�IunJ. " �� .�...i+S.�. �_" _..A� r'L.�»+� �3 _ ..�a { n..._. ..... . . � 1 �.�.�� . ._ .. . . I��tia#e�usa�� ,F.w.en ' „�,. . '',� : , -v,. � ... ,� . ....._._ — . ._.. � . o _'........ ......'_'_.._...._..___... .... ' ..__'_..._. _...._........ ......'_'_. _.. _............ _..._.._..... .___........_.3.. _... . . .... .. .... SOUTH EIEVATION�,°'i_2..__ . ._.... --- _ _ . _ EAST EIEVATION ,,�.;_1 Pad 3 �� _ . �:� ---#7=r—.-:�_ � �^� �s � �� ., . +� ,�c ,�, ra r� .� � �(s� e ,I� ,��'��r- •r-� ,� �i;.» ro (� +-:� T . . ��+ 4 ' I , . • 1 ~� � i . ! � '� ,p ' � t1I,{t.<)L. . . � �- . , .�, . � ��. . , . . , . ,7.��. ^ . _�..._..�._l � . . . i . ..._. " `�f�`� . lfS _.._.r ,�i' �r .« . � , �y. �"� ��• __._.___.__._____ , . r . � , . *, , . . �. .��:r ' � 'y,.�, Yt'( vu�.+ti_ �� .�r'.) �' q . "� '� �'T.. ��: . r��7.jrV � � .�;�: , . . , ,. ...... . � . „« U _ � • . ;!► � , , [ _,__�. , .:.� , -�p.- �i , . a ' , � �°w t . l! .f-_....��.-.. _. ..:.� _ ..-� .r: � . : .. ;�c-'., s' { "'.�.. �� _ R ,j i�� A_A ... � �+ ..,� �..,,�.� j.� � !�?. .r.r�L�� ._ .._. ._ ,4. .dJ��ti"ii'.�_ .�T . �--='��'�"' _ .....iP�..i"� �. . . . __ S�. , ^—=a ........ ............. ........................ ........ .........:: ._.._...._..._..___.__..__._.._...... __..___...___. ..-._, .. .. __.._..__............... ...':'.:...__....___.'_. ,--' _........_..........................._......_ ..........._... . ._'_ SOUTH ELEVATIQf�t s : 3 i NORTH ELEVATtON: ��' ; i Shops 7&8 Shops 7 & 8 are located immediately west of the town square and serve as the primary link between the park and the rest of the project. To emphasize this pedestrian connection, (See Attachment 2, Condition 35.B.4.c.) a cedar trellis covered with vines/flowering plants to serve as a connective gateway between the two buildings is provided. The architectural design of these two buildings helps to create a more upscale downtown atmosphere that is well suited for the town square area. . ,,. . . , ., . . : . , ,,. - - - �_ •x r � �, � ,...�..� . ...� �„..,,.�.....- .�.......-. . .. � , .�. _ ._ . , , ri.�ra...W , �. .,.._-...-� -_.... r_ ._ I � 1 � z"-� , - ' � �� '�'�v' �+ # i �' �"„"�_'"., �� r . . �_._�___ .. �`� 3 � t �. ._.._ _ � 1 .:�� Y��.' ...� �� 1 p�.� . ....�..... ��M�a � '�� 1 � �� ♦ �I s. ._.+—....�.�.-�... .• J' ��..... ,..... � • Z _.._. �.._.��'�� ..,_..+�:r—�� ....�.� �` � .♦ � ,. zv�... �.. + •: ,:. !� , _ . __ -....•--.,.,-- . . ''��' . : n �p� ^+i4Wi"t��'�~�, �.�` . P��* , '.4!' 'd� � •<� �F"�#„�, � yk'��" ,- � � � • }, � j, a..�_� � ' " . �"" �` _ . . .� � 1` �� ,� � �� '�'�,.i'r ~y � ;��;' � � �r `i f�` .l ,tA��'. 4 � ��a L �. _�, � . ��s�}. r . • �'�l� . � ` � � ��. ��i��YC��..e.� � �� '� . ' t�R( "�!.� � ��. ,.�� {t•�K p,Q � 't.� ��+(,_ . , • � :'� ' �1�.: ..." ._' �'�1 _ ��-. . " ' .t�.:, .. � ��"�. 4�`� .�..� -�. "d.—_..3.��!��7tl�.�-�+�, _`��i�il� ..1 � �_.__ . . .. � � . ..--�� ,, FAST ELEvATtpiV Pads 1 &2 The relatively small Pad 1 (2,203 square feet) and Pad 2 (1,583 square feet) buildings are located at the northern and southern ends of Town Square. In response to comments received from the City's Architectural advisor (See Attachment 2, Condition 35.B.4.a.), the design of these two small Pad ASA-2012-15 Main Street Architectural and Site Approval February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 5 buildings has been revised from an agrarian look to a more simple, open and modern pavilion, with an emphasis on transparency. Pad 1 � , ; i , � p i I r q . , � '+ ' �� ` � � � t� � �� i , R �..�°.y_.�'f..,� ;�'�''� � � �' y �y�-`+'� � ' � �1`�N�� x ! � � � / d 0.��—j �� ,y a - 1� � �.:. �� . � . a1� „� t y `�` ~�` . � � • . . "��`• L{..':'�. ..A`�" � .i ( .1 i .}....t.�__. -,x.- -�.v;,.� � ,�, ��.� 1 y..s" ��,f: S�'i��i� .�i�/;��/S�/11 ,'1`;"'"s+e�`•�,��y.{ n.T 1' 1 � Y �t C'; -;� ��►,. . . , - .� .� h ° . ��' � ku:::d . __ . �_. �� v� :� : ,, , _ .- .�' • .. �x y� f� "•; .Z� �Y"'�:* s.�,�M __ e '�•y",; .x,,,, �'�.r � •k�;,,�,°`T'11F s e`tt ° ' � ��r� °�,"�. ..:_'�� .,'� ;1�r�,' �,�h.� " � 4� � � `�r `��-. y4 *r''.+�� t . � �*► 4� 4,✓..y r . �_. ,d j�*.�r �''. � . �p • �y� �tl� , � �.r ' '41 �7F�. . . , � ,:>. . `�"�r'�,�° +� . ��1� st� , �� __ � _ �. .�' , . � a , ��. � . "�� ,,� - � � �. r� ��. .,+�.,�IT�..�►� - .�. . {. ' � I p ` ,�, -p . I , r � ; �+ : � •'1!� � , r � �,,� ( , ; , ■ '��i�f.-`�iro:r'.�wuri�ai�:.�i ow��.[�r...� ��.4 1, �� rw.. i ,!� . � �� ,_ ;� ��"�f{I. �"r7r j.�.'��"�...A . i ' � '..'y ..�. �� . � �.dya. �..e:;...��,�s.. rw...�`� � ...� .e�.+a.a.,arr.�.,.rar._�.� 7 NORTH ELEVATION � S�UTH ELEVATiON Pad 2 � .� 1 � -r ... � � � I � � . ..�.�. '�.�.,�a,�. � I �� _ �--___ ��"ia� ��, � � I � _ c. � , t ,. � r-xa� . ;. , �. r , � ; ; ,� +�•�. , � ; �j�� j � �). � y�y�1► ..*� � ... � ' 3•..�i i r ^/�;.r�jfJ[i i ..�� "i��`- �,� �" ��;�i.�L - ,�.._.::...�........�„'�,. n ' 'y� - - �+ �� +-� . ;+t�. . „ ... ,�.'s . . . . ,�`�...� _ °""�+rw'r'"q ,�„� 4 .T�� _f,j,. � � � �� .Te.� Y'f y �,'� '� ^�� ..`7k' - _,__ _ , . . � �,..�P..+� .. w� . ..k�� " '� . ..._....�.__._...._......�.�.._........�. _�_._...._._................r...�. ....n • , �: . � � .` ♦ � � ` . * �`+` .. . �a �I"� l.,�� `, A .m,,. *. � _«�„ �, j �., ,,,,+�"7. 1 ��}"'y�a'.: f M1-�I « , y+ �a g 1� �, � !1 4 y ), � � .:i� - � .j�� `�, � i z T �/. �. • � . �. � �� -. .ij . ._....................... .. ..�......... ..... ,.. ......... , ....___ 4.0 .�'^ �X�� 1� '�..�. _ .•-.�.w��.r � `C' �3+.}�7`;��" � i. �� 3 � . ,,. . , ' r�� r� r��w`+r � • j � � ' � � a .Y g"t' �}'�'- ~ i k'� t { � } .. ...... �� .� - ,�� , ' . 6 � �i � � Y� e w' "� � � ' j -I � � � � � �� I 1� „ I ' ( � f T. •. j{ �/ �p�.�^ � -- � `� �b y � � ` ...._..._ . ,m j'.1�� . J!.�A! � ,� h �'. � .__- ..__�� _�_ �{ i . NORTH E�EVATION SOUTH ELEVATION "Flex" Buildin s� 1 &2 The Art Deco styled "Flex" buildings are proposed to accommodate an interchangeable mixture of office and retail uses based on market demand. Originally proposed as a one-story concept, the height of the buildings has been raised to two-stories (38+ feet) as part of the Council's approval in September 2012 to help screen the parking garage to the north and to accommodate additional office/flex space. Flex 1 �2 ,. I , __._ __ � , � �' .... .�. . °'�! .. , ��H'.a 7 .. . � . , , . - 1 � �—� .i . .. . , � w . � � � _" � _____. _ ._ _. .� ._ ____. ._... � .�. - _. .- ..I _.. . 1. _.., � _ _ ? + � �._..._.._, i d . . �- .. r�. _ � ' f 's , __ � —�_ r. .__� ._._.�. . , . ..i �� rti� ' � ` r.�.��~ - �YJ,�t�y .�, } . .. . . -- ._ . + � _T __ _ 9 SOUTH ELEVATION Office 1 &2 The proposed two office buildings located at the northeast corner of the site are designed to mimic the look and feel of the highly acclaimed Netflix campus in Los Gatos. A summary of the key building enhancements are outlined as follows: � Enlarged entry tower features to better delineate building entrances and to add additional visual interest ASA-2012-15 Main Street Architectural and Site Approvu. February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 6 • New hip roof and arcade transitions are introduced to the 3rd and 4� floor, effectively reducing the apparent height of the office buildings • Activated the southeast corner of Office 2 by shifting a primary pedestrian entry to this corner • Deeper recessed windows throughout • Revised color pallet more in line with the rest of the project Office 1 , �� rt, � � � � � , ,��:. Ki4p� �fM�� ,�:"J�� .,�. � I .. o:.. � ` `� � � �.."". � . , gv..�,,)r h q.My. a 1 +�* � t"�.7+; ��rot`",� c^Q'�"9 z M�,f,��r�+ �,�,Y° F "is t N�Qr+ � �f�+."� � 3��' ��{ �� . � �i.«.w;.w.;°�w»,.�, ` y.n,, .; . ,. , � _..__..__. . �Q-0' _ . _._. �.. »... ..� .. ....2�`"/^-. , . ..S�: . .p p.y ... :i:. . ,� . � 6 a ....+�3.':. . �� . .. , b�� •'�w .... �' _ ... .. ...... . , . .. . . . ...: ... , i .:� � �'.. :�..._.. �, py p�q p� ��j''}� S1t1 it �. �! �� Y . ��a..... �� 4.�` � , � ' �� . _ � �A�� -�J � ��t � ..� ..w � � • S .. .......... ....«.....»...». . 1 ... ��... ��. �iT� �` . .i'a.`i3i:.s.�.�:8��'.... ' �...�. ' . t _,,.....,_......� _ • w � � � y�,� � .r.... ...._ ..» „_ ..... �' 4,� .E � . � x ':,[.'�, . ��e�� ' . D"; "� � `��V;+�, � �� ` •' rr �1T1r ,`4 �� , . .,i��i zi� ' .k�� . { ��. fl. �. �' �� h�� 'r��1��:.��.'# y�i: ? '* �� ; £ � .'..� � � � �j � � �. � p •t � �. J* � i .r . . , .. � �{�,.�.'i�'. 's• x �lfJ'�1f q, . ,__,d+ =.1�; � ;� ,°'i ¢ �' �. _ . ; .,�::�.w ._... , � w L�.1 ."— r; �� ,, � . . ,� , ��,. . . . ,�.j` _. � .. ":. .., _ .. ;:..� �c�. '"�ro.'"��a��'r'_ ^ � . . 1 .�,a} .. Z.. .. � � � � `? °� " ' . . - + p j � t ". a � �-+ i „....,' .'. �,:...... ::r.��'� � I ` .._.. ! � •_�-� -- -- � _..,. ..� . . .. ` ��• F--. � �- - Ca ♦ . , . . ._..a,.�,_—_4..tiro�wYOi.� . OFFICE 1 NORTH ELEVATION Office 2 ��,>a��a ro�3>�n.,,� , "�,r � �`;�� , � 4 i j g , z.`�. . , , � � � � � �� t � � �,� �s.., � ,�, i , k � , � � � �� " ....,. -ae.v . , a. " ( x � ��_ � � �, -eoa� �,� . .__ __.__� _____, _.._.__ ___._ .., _._.�. �_, _� ,�� _ _ � � _...... ..._ ,,__ _,_ , . -,._ � _. o� � �,..,,--° � I, � , .,. ,_ e �.._. �.. . . , �.� . . , . _ .- � � � �- � ,�, , , n � .� � Q� � .� ±. + ._ __ . J , ..� , � _. ._, ..rr �. .. . . , .� .. � . " .. � � � �, v.; ��M1 �'" �� — � .- �� .:_ , � %�; : , . . . . ...� . . . . �� . ♦� � . � � . ��, .. ..�_. w � wi . ; : :. _.. . � �.,. � 7q t'�� ': .e, �" .i� t:'�# -v �•� ...., ..� � � .. '� �� R a. ry-,�� ,� .. ..en� . .. . . � �-- St'SSS_� �� y: t .t �. eFr 9�' 1MM� Ar+4"a�e�6 y� . ,S h '�� 7�t�� Y� � s-. i 4TK� ►�TwZ �t • � "+ .�,�,' +F". ` ... .p..,, . .' _ '. w � M� ... ,.�,,,. �_ � �� + b �, a' �'� �,� ,i+r•+r� � �,,�i"��""r'{��3r_"��.Jt .� �:h.�'i.. t�'7"� . S".t�� 'A',+T�'1`f�-+"�` ''�'}'r i +��a ,�:�' , �� - ,y e �"; •..}�, '6� � e.�� `�� .�~� ' �I� `�� .5.��J�� i,'�",'�; r•°�ayf s' '��'� ' � ��f ';p` Y�'� . �� .,. , . . . y • . , t ' � � t i !" l� F �� '�.,r�,� j S- �� P .�.� .'+�c�. �� j � ' . ; � • a �� OFFlCE 2 WEST ELEVAT(ON To satisfy the General Plan requirement to provide a retail component for 60' tall buildings, a 1,614 square foot retail space has been added to the ground floor of both office buildings (Sheet 8A.30 and Sheet 9A.30). The placement of these two retail spaces on the ground floor of the office buildings will promote more pedestrian activities and help connect the office buildings to the retail uses to the west. Parking Structure The original design provided parking through two separate three (3) and four (4) story structures, with one (1) level of underground parking. The revised design consolidates the parking from both structures into a single five (5) story structure with two (2) levels of underground parking - dramatically reducing the exposure of the building where fronting Vallco Parkway. The following list provides a summary of key changes: • Exposed the stairs, creating a more open and airy feel and added visual interest • Entrance tower was revised to be more distinct and prominent • Added levels of detailing on the perimeter fa�ade columns to create scale and eliminate bulkiness • Added large format tile at the base of the columns for variety • Added wrought iron decorative railings to the staircases and to serve as the crash rail on the top level of the garage to reduce the apparent height of the structure • Added column features to the ground level to reduce the apparent scale of the structure ASA-2012-15 Main Street Architectural and Site Approva� February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage, &Site Design Page 7 • Painted stair towers, and columns lighter than the basic structure to create rhythm and break up long facades. Parking Structure � ...__..__._....._.. :�ss.�cru�,ir» �-�---.—........., r- � - �,j - 3 _ ,._.,, ., ., } --• - � , . � �� ,. � r� :�:� � :� � . _ :__ � . . � i �.�,: � . .. . . . - - _-- � u r�` i�:,_ ,. {—��.I � �/'�� { ;—+ �.. . �p '_'..�_.._.�M�iF�'�7 ��. ^ � __'.__..._ ' K C � .1 . .��. i ». . .. �� }��'. "y .r .. .... , �� '- � ....__�...._ —.__ l'} • �. � k t �i►".' � � -: � �i � � �.,t� _!_ .F.�� .. �:�ik .r , . � �`. l Y 91t i i . ��i �a.M"'��±. �• ' `rk ,l~�p ��,�.i�r. . ._�_...._ �� , �i � �. �.J4 ��f �� , „ : . _ f�� 1(,...... ��-��1r � � .��; i''. ` ', �:.i .I I I. � ..,j& w_ �i! y � � -P �t-�'A�!�@'fl!�L. „ . � � � < i' � ____y�+� ,I; � i� +Z� * M _ :+�+c��c�,� ' Eikv'rNtlf.S EAST ELEVATION "" __....._ ,.__._..___-__.._.__.... _._...... ___..... __. ...____.... _ ._..7 2 I ;f_..._.._..---�--�--__._._--.------ .��,��. _..._.,..._..._. `J� ----�---_..._.._.__, i ' : ,�,�.��,.,, � � / - Yf:lµ(7�11 . .nl[.f'fiiFMi1Y.. :�1F.�.LJM'�,n I ..__.,e / 1/1k>N f[r._. , E'ER M . i ' . . � <�4 ,,. �i,attt. , :� -r , � .i -- - , :� ,, . ,., „ . � T ._. � _. �. ' � _ '._ ' i l�""�-_.. � .1_ .I _ «�,,:,.0. �, .a. ,,. -_ � l . .. ; . . ,+..wa+ry' .,ws ewsrry vsrs�a9 " :'.».'.:.�..:: ...._»::. ....,_.. � � �. - t. .r__._.Frf�lni}Nwflr � �- r_. � ...: ,.; _-- . q __�. .� - � ... �..,.._. ___... _. a E . ...'...... -__.�,. _�..-�_..- .--�.-- _.� � y a" � ' i, _..._. .� .. �. IT., , . . .,} ... . .. ..._. . ., ... ..l .. .__—. M . ...._. S ... . ° � ""' ._ ...�'ro�Y C ., < '' _ .y' k`- `_� _' ' _.�,..�' ��' � _... S a aJ�a �^-y`r._ � -� � ,'� �, � �� 3 r, �, , ._,_._,�� - � �, _ � _ �.r y � ��--�,;,. ��. . ...�_�.. : t�.�,�,.. .. '�T �� _-r""_�� , ' " �� r.:. . T �"�C�Y`T . ,� �-,} + ... _ I�°�,,�" ~x, � � __ i �... '� -.. �sx3 ��j� �. ,�a-..J_.._. �'��, r. i '_...�1 �x� ��. , a �' y � 4 �'��1� � � ,, a � , L._�_�.. . . � � � � � '' �..� L,� ' `z� {"� .. ' ._.v. _.��. ,� (, � ��r �'� � r `� °� ��.1:� �t ; � � - _ .. _ , .. �.. __ �E .._ :_._ _�___ � ., - � �� , . . , � ; . .; -�� ' .. �.�.-va.:rt� r � �..COt.:NE`t_IA.�M111.1 ...ItF i�t "+C'E1 v:n NORTH ELEVATION �--�� .�----_....----....._._-- ---------__.__ --- ------�------..__.-------�---�---< � Additional Recommended Ch�nges: A condition has been added to require the applicant to work with staff to submit a final garage plan to demonstrate additional decorative sidings to the ground floor concrete crash wall and a more decorative (with custom patterns/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. Landscape Plans Detailed imagery of the proposed trees, shrubs, groundcover, grasses, ferns, perennials, lawn, vines (with their associated location reference codes on the planting plans) have been provided on Sheets L- 4.1b and L-41.c of the plans. The intent behind the planting design is to provide visual interest throughout the year, with spring flowers, summer shade, fall leaf color, and interesting textures and f oliage prevailing in the winter. Plantings are drought tolerant, and are to be irrigated with high efficiency drip and bubbler irrigation systems and spray heads with sophisticated controllers allowing the project to exceed the City water use efficiency standards for the project. A detailed landscape and irrigation plan, as well as a landscape installation report shall be required to demonstrate water efficiency. Town Square In response to direction from the City's Architectural Advisor (35.B.1.a-c), the town square has been redesigned to be a "flexible" public space that may be expanded or shifted by the temporary closure of the surrounding streets (Attachment 3). In order to allow for the seamless transition/shifting of pedestrian activities, the applicant has proposed the Town Square to have softly rounded curbs - which are shown in detail on the civil plans. ASA-2012-15 �vlain Street Architectural and Site Approva� February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 8 Lighting Overall, the lights proposed provide a mixture of diffused and direct light throughout the site, with modern styles and variations of slate grey and black housing. With over twenty different lighting fixtures, the project has provided enough variation to provide visual interest and appropriate scale for pedestrians and vehicles, while also creating a unified style that does not detract from the buildings, landscaping, and hardscape features that the lights serve to illuminate. In addition to the light fixtures shown on Sheet E0.0 and E0.1, festive strand lights accenting branches, loosely looped around branches will be utilized on trees throughout the project as shown on the Landscaping Plans (Sheet L-6.3). The photometric study demonstrates adequate lighting levels throughout the publicly accessible parts of the project, and as conditioned, shall provide sufficient down-shielding measures to preclude glare and other forms of visual interference from spilling onto adjoining properties. As part of the Security Plan for the Parking Garage, lighting details for this component shall be required to be reviewed by the County Sheriff's Department to ensure adequate lighting levels to support a safety and a closed circuit camera system. Onsite Utilities and Trash Management Domestic backflow preventers, for individual tenant metering, are covered by decorative ipe benches providing an attractive pedestrian amenity along the Stevens Creek frontage. In contrast, transformers have been tucked away in areas less accessible to pedestrians and heavily screened from public view. All Fire Department Connections features have been integrated into polished concrete walls that are designed to blend into the natural landscaping. Streetscape Desi�n &Offsite Improvements As conditioned, the perimeter of the entire site will be enhanced with a new public sidewalk with decorative banding and a double row of street trees. New crosswalks will connect the site to the neighboring properties on Stevens Creek Boulevard, Tantau Avenue, and across Vallco Parkway - enhancing the pedestrian experience in the area. Along Vallco Parkway, the applicant is proposing a new traffic light on at the northern terminus of Finch Avenue and a realignment of the median island. Specimen Oak trees are proposed to frame the project entrances on Stevens Creek Boulevard and Vallco to Main Street and the Town Square, and at the main entrance to the Office Plaza. Special landscape planting and a wood seating deck/art pedestal create a Gateway Plaza at the corner of Stevens Creek and Tantau, providing a rich seiting for a gateway sign feature that will be placed at this corner. New median island landscape will further enhance the existing median landscape on Stevens Creek and Vallco Parkway. In keeping with"New Street Tree Planting" guidelines of the South Vallco Master Plan, at points where the existing tree canopy is extended or filled along Stevens Creek Blvd., Tantau Avenue, and Vallco Parkway, Americana Ash (to complement the existing Evergreen Ash trees) and flowering Callery pear 'aristocrat' trees shall be planted which draw upon Cupertino's history as an agrarian community with orchards and wineries. At the time of the DRC's review, the applicant is finalizing their utility designs and trenching locations along the public right-of-way. Further, there may be some existing project trees that have declined in health from the time of the original Council approval. Therefore the applicant may come back at a later date to request for additional tree removal to account for the final location of the utilities and tree conditions throughout the project. ASA-2012-15 Main Street Architectural and Site Appro�___ February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 9 Outreach/Noticing Notice of Public Hearin Site Notice&Le al Ad A enda ■ Site Signage ■ Posted on the City's official notice (14 days prior to the hearing) bulletin board (one week prior to the ■ Legal ad placed in newspaper hearing) (at least 10 days prior to the hearing) ■ Posted on the City of Cupertino's ■ 128 notices mailed to property owners Website and Project Page adjacent to the project site (300 foot) (14 days prior to the hearing) ■ All interested parties(emailed/noticed) ■ Advertised on the City Channel (10 da s rior to the hearin ) The City held a small community meeting on December 3, 2013 to discuss the latest plan review and designs. The meeting was attended by Ms. Warren (a member of the public), staff inembers, the applicant's architeciural team, Councilmen Chang and Commissioners Sun&Gong. Comments received from the public at the meeting, and during the notice period, are summarized below (staff response is in italics): Community Cornments Overall, the feedback pertaining to the project at large had been positive, with concerns focusing on some of the proposed building design changes compared to the original building concepts/themes approved by the Council on May 15, 2012. Staff did receive additional detailed comments from Ms. Warren on January 30,2014 and a summary of her specific comments are outlined below: � Shops 3 &41ook different in terms of color and architectural modulations. The applicant should consider introducing varying architectural treatments to add interest. Consider using warmer color pallet to bring back the vibrant look. Also, consider bring back wood siding found in the original approval. � Shops 6 could be further enhanced with a more finished roof cornice (top roof trim). Consider introducing a tower feature at the northeast corner (facing the town square) to add more architectural interest to the building. Lastly, consider varying materials and colors to enhance interest. • Shops 7 & S should have more rich and warm elements/color accents. Consider adding slopes roofs to soften the boxy appearance to be more in line with the neighboring Metropolitan project. • Flex 1 (farmer's market fa�ade) should be softened and not mimic the garage design. Consider introducing Ipe or other similar architectural embellishments to help soften the mass of the building. Also consider introducing warmer colors, accent arches to further add interest, and further architectural interest to the north elevation(facing the hotel). • Concerned with the night time view of the Art Deco tower feature between flex 1 & 2. Would like to see the glass details or consider thicker class to reduce the intensity of the glow from the tower element. • Would like to see pitched roof lines with vertical architectural interest and wall articulations on the future major tenant building located to the west of Shops 6 building. The applicant has been made aware of Ms. Warreri s comments and will be prepared to respond and address her concerns at the DRC hearing. ASA-2012-15 Main Street Architechzral and Site Approv«. February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Gara�;e,&Site Desi�n Pa�e 10 Permit Streamlining Act The project is subject to the Permit Streamlining Act. The most recent plan set was received on January 8, 2014 and deemed complete on January 21,2014.The City has an additional sixty calendar days (March 22, 2014)to make a decision on the project. A�proval Findings Staff recommends that the Design Review Committee approve the project based on the following Architectural and Site Approval findings (Section 19.168.030): 1. The proposal, at the proposed location, zvill not be detrimental or injurious to properiy or improvements in the vicinity, and zvill not be detrimental to the public health, safety, general zvelfare, or convenience; The project impacts to the public health, safety, general welfare and surrounding improvements have been analyzed as part of an Environmental Impact Report under the California Environmental Quality Act. In response to areas where impacts were anticipated, a Mitigation Monitoring and Reporting Program had been established to minimize the impacts to less than significant levels. The project shall be required to continue to abide by these specified mitigation measures as enforced by City staff. Furthermore, the project is anticipated enhance the general public convenience in the area in that it provides a rich mixture of land uses that accommodate housing, shopping, and employment centers. Bus stops serving the site shall be maintained, new pedestrian connections to the Rosebowl and Metropolitan developments to the west shall be made, and the entire sidewalk/streetscape surrounding the perimeter of the site shall be replaced and enhanced. 2. The proposal is consistent zuith the purposes of Chapter 19.168, Architectural and Site Reviezv, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use zuhich regulate the subject property including, but not limited to, adherence to the follozving specific criteria: a) Abrupt changes in building scale should be avoided. A gradual transition related to heigl2t and bulk should be achieved bet�veen nezu and existing buildings; On every edge and frontage, the proposed buildings mirror their surroundings creating a complementary and logical neighborhood transition. No substantial building mass or height changes are being proposed from the previous Council approval. b) In order to preserve design harmon� betzueen nezu c�nd existing buildings and in order to preserr�e and enhance propert�� values, the materials, textures and colors of nezu buildings should harmonize zvith adjacent development b�being consistent or compc�tible zvith design and color schemes, and zvith the fi.cture charc�cter of the neighborhood and purposes of the zone in zuhich the�are situated. Tlie location, height and materials of zualls, fencing, Izedges and screen planting should harmonize zvith c�djacent development. Unsiglitl� storage areas, utilift� installations and unsiglitl� elements of parking lots should be concealed. The planting of ground cover or various h�pes of pavements should be used to prevent dust and erosion, and t11e unnecessan� destruction of existing henith� trees should be avoided. Ltghting for development ASA-2012-15 Main Street Architectural and Site Approva. February 6,2014 Shops 1,3-8,Pads 1-3,Town Square,Flex 1-2,Office 1-2,Parking Garage,&Site Design Page 11 should be adequate to meet safety requirements as specified b� the engineering and building departments, and provide shielding to prevent spill-over light fo adjoining properhj ozuners;and The project present a combination of flat and sloped roof building designs, earth tone colors, and associated landscaping are harmonious with the adjoining buildings and streetscape on Stevens Creek Boulevard, Vallco Parkway, and N. Tantau Avenue streetscapes. The rich palette of materials/textures is compatible with the recently approved Rosebowl Development and design guidelines contained in the Heart of the City Specific Plan. All above ground utility installations are required to be screened from public view through a combination of landscaping and screen walls. As shown in the project photometric plans, the proposed lighting adequately serves to illuminate pedestrian paths and vehicular routes, and as conditioned shall be adequately down shielded to prevent spill-over light and glare to adjoining prope.rties. c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures shall minimize traffic hazards and shall positivel� affect the general appearance of the neighborhood and harmonize zvith adjacent development. The project signage shall be separately reviewed and approved as part of a Master Sign Program. d) With respect to nezv projects zuithin existing residential neighborhoods, nezu development should be designed to protect residents from noise, traffic, light and visuall� intrusive effects b� use of buffering, setbacks, landscaping, zvalls and other appropriate design measures The proposed land use, building height, and building setbacks have been previously approved by the City Council. The proposed landscaping features and vegetation will provide adequate screening and buffering from the streets and adjacent uses. Please also refer to staff response in 2a. Prepared by: Stephen Rose,Associate Planner Approved by: Gary Chao,Assistant Director of Community Development Attachments Attachment 1: Plan Set Attachment 2: Draft Resolution Attachment 3: Resolution 12-098(M) Attachment 4: ASA Package Descriptions Attachment 5: Landscape Narrative Attachment 6: Architeciural Plan Set from May 15,2012 City Council Meeting Attachment 7: Comments from Lisa Warren Attachment 8: Material Board to be made available at DRC for review . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ASA - 2012 - 15 ■ V I C I N I T Y Y A P ■ • PLANNING PBR1[ IT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-200&08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) � DBFBRRBD SUBYITTILS � THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO 1NE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 708.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM ■ P R 0 J B C T T B A Y ■ 0 W N E R / D E V E L 0 P E R MAIN STREET CUPTERTINO AGGREGATOR LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dt PARTNERS� INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H O T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1 st Floor Irvine,CA. 92618 C I V I L E N O I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCAPE ARCHITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich SVeet San Francisco,CA. 94111 �A R K I N Q 0 A R A G E E N B I N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • SCOPB OF TORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.PLEASE SEE DESCRIPTION OF EACH BUILDING ON SHEETS 1A0.0,2A0.0,3A0.0,4A0.0,5A0.0, 6A0.0,7A0.0,8A0.0 AND 9A0.0. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADiNG,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 6.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. 7.DETAILED PLANS PERTAINING TO THE MAJOR RETAIL,ART,PARK,SHOP 2 AND LOFT APARTMENTS,AND SIGNAGE ARE A PART OF A SEPARATE DEFERRED SUBMITTAL. S.LANDSCAPE MAINTENANCE SCHEDULE AND LANSCAPE INSTALLATION REPORT SHALL BE A DEFERRED SUBM�TTAL. . 5 H B B T I N � AQ,O COVER SHEET A1A OVERAII SITE PLAN A�,� C�RCULATION PLAN A�,= BIKE PARKING ��,0 COVER SHEET �A�� SETBACKS PLAN/SECTIONS(�STEVENS CREEK BIVD ��,0 ELEVATIONS RETAIL SFiOPS 1 ��,0 FLOOR PLAN RETAIL SHOPS 1 �µ,0 ROOF PLAN AND SECTION RETAIL SF10PS 1 ��0 FLOOR AREA CALCUUTIONS SFiOPS 1 �C1A COLOR ELEVATIONS RETAIL SHOPS 1 �Q,O COVER SHEET ��.� SETBACKS PLANISECTIONS�STEVENS CREEK BLVD W',0 ELEVATIONS RETAIL SFIOPS 3 '�',� ELFVATIONS RETAIL SHOPS 3 ZAj',= ELEVATIONS RETAIL SFiOPS 4 �',j ELEVATIONS RETAIL SFiOPS 4 �,4 ELEVATIONS RETAIL PAD 3 �,{ EIEVATIONS CLOCKTOWER �,{ ELEVATIONS RETAII SFiOPS 5 �,0 F�OOR PLAN RETAIL SHOPS 3 'J�=,� FLOOR PLAN RETAIL SHOPS 4 'f�j,= FLOOR PUNS RETAIL PAD 3,CIOCKTOWER 8 PLAZA 1 �.= FLOOR PUN RETAIL SHOPS 5 u{,0 ROOF PLAN RETAIL SFiOPS 3 'jM.� ROOF PLAN RETAIL SFIOPS 4 '�{,= ROOF PLANS&SECTION RETAIL PAD 3 8 CLOCKTOWER �{,f ROOF PUN d SECTION RETAIL SHOPS 5 �� SECTIONS RETAIL SFiOPS 3 8 4 �,0 TRASH ENCLOSURE SHOPS 3 8 5 j�.0 FLOOR AREA CALCUTATIONS SFiOPS 3,0,5 8 PAD 3 �A DECORATNE FEATURE CUT SNEETS �,� TRELUS PLANS AND ELEVATIONS �.J DETAILS �,� DETAiLS �A COLOR ELEVATIONS RETAIL SHOPS 3 �,� COLOR EIEVATIONS RETAII SHOPS 3 �y j COLOR ELEVATIONS RETAIL SHOPS 4 �.,� COLOR ELEVATIONS RETAIL SHOPS 4 �.'1.4 COLOR ELEVATIONS RETAIL PAD 3 �r'1.{ COIOR ELEVATIONS CLOCKTOWER �,{ COIOR ELEVATIONS RETAIL SHOPS 5 j�� COVER SHEET �'A ELEVATIONS RETAIL SFIOPS 8 j�j,0 FLOOR PUN RETAIL,TRASH ENCLOSURE 8 TRANSFORMER SFiOPS 8 �0 ROOF PLAN AND BUILDING SECTION-RETAIL SHOPS 9 j�{,0 F�OOR AREA CALCUUTIONS SHOPS 8 �,0 COLOR ELEVATIONS RETAIL SHOPS 8 �,0 COVER SHEET �,0 ELEVATIONS RETAIL SFiOPS 7 w,� ELEVATIONS RETAIL SFiOPS 8 �,0 FLOOR PLAN RETAIL SHOPS 7 Mj.� FLOOR PLAN RETAIL SHOPS 8 M{,0 ROOF PLAN RETAIL SFIOPS 7 {�{,� ROOF PLAN RETAIL SFiOPS 8 �= SECTIONS RETAIL SFIOPS 788 �,0 FLOOR AREA CALCUUTIONS SFiOPS 7 8 8 �.0 COIOR ELEVATIONS RETAIL SFiOPS 7 �,� COLOR ELEVATIONS RETAIL SHOPS 8 j�.0 COVER SHEET �,0 ELEVATIONS PAD 1 j�� ELEVATIONS PAD 2 �� FLOOR PIANS PAD 1 8 2 �� ROOF PIANS PAD 1&2 AND BUILDING SECTpNS j�,p FLOOR AREA CALCULATIONS PAD 1 8 2 �,0 COLOR ELEVATIONS PAD 1 �..� COLOR ELEVATIqJS PAD 2 �,� COVER SHEET �,� ELEVATIONS RETAILlOFFICE FLEX 1 �� ELEVATIONS RETAIUOFFlCE FLEX 2 Mj,4 FIRST FLOOR PLAN RETAIL FIEX 1 M=,� SECOND FLOOR PLNN OFFICE FLEX 1 �= FIRST FLOOR PLAN RETAIL FLIX 2 w,i SECOND FLOOR PLAN OFFICE FIEX 2 � �{,0 ROOF PLAN AND BUILDING SECTION RETAIUOFFICE FLEX 1 ML� ROOF PUN AND BUUILDING SECTION RETAIIIOFFICE FLEX 2 �,� FLOOR AREA CALCULATIONS RETAIIJOFFICE FLEX 1 8 2 �.A COLOR ELEVATIONS RETAIUOFFICE FLEX 1 �� .� COLOR ELEVATIONS RETAIUOFFICE FLEX 2 � 7�.0 COVER SHEET '. 7A�.� SITE SETBACK SECTIOWPUN�VALLCO PARKWAY ��. 7�� THIRD BASEMENT LEVEL PLAN '�i 7Ai� SECOND BASEMENT LEVEL PLAN 'I 7�� FIRST BASEMENT LEVEL PUN I, 7�,� GRWNDLEVELPLAN I, iA�� MEZZANINE LEVEL PUN I 7�,a SECOND LEVEL PLAN iA=.OJ THIRD LEVEL PLAN 7�,� FOURTH LEVEL PLN 7ALN FIFTH(ROOF)LEVEL PUN ]Ai�1 BUIIDING ELEVATIONS 7Aj,� BUIIDING ELEVATpNS iAf,� BUILDING ELEVATIONS iAf�i BUILDING SECTIONS 7Af„� ENURGED ELEVATIONS iAf.O{ ENURGED ELEVATIONS iA/.N DECORATNE RAILING ELEVATION d DETAILS �.� COLOR ELEVATIONS•PARKING STRUCNRE �.� COLOR ELEVATIONS-PARKING STRUCTURE �.= COLOR ELEVATIONS•PARKING STRUCTURE Attachment 1 �,0 COVER SHEET N�,� SETBACKS PUNISECTIONS�VALLCO PARKWAY OFFICE 1 w,0 ELEVATIONS OFFICE 1 {�,� ELEVATIONS OFFICE 1 �,0 FIRST LEVEL FLOOR PLAN OFFICE 1 Mj„� SECOND LEVEL FLOOR RAN OFFICE 1 � THIRD LEVEL FLOOR PIAN OFFICE 1 �,j FWRTH LEVEL FIOOR PLAN OFFICE 1 M{,0 ROOF PLAN AND SECTION OFFICE 1 �{,0 FLOOR AREA CALCUUTIONS OFFICE 1 �.A COLOR ELEVATIONS OFFICE 1 �.� COLOR ELEVATIONS OFFICE 1 Mp,O COVER SHEET ��,� SETBACKS PUNlSECTIONS�VALLCO PARKWAY OFFICE 2 M�,! SETBACKS PLANISECTIONS(�STEVENS CREEK BOULEVARD M�,= SETBACKS PLANISECTIONS�TANTAU AVENUE �'.a ELEVATpNS OFFICE 2 �',� ELEVATpNS OFFICE 2 �,0 FIRST LEVEL FLOOR PLAN OFFICE 2 �,� SECONO LEVEL FLOOR PLAN OFFICE 2 �,= THIRD LEVEL FLOOR PUN OFFICE 2 �j,� FOURTH LEVEL FLOOR PLAN OFFICE 2 �,0 ROOF PLAN AND SECTION OFFICE 2 �A FLOOR AREA CALCULATIONS OFfICE 2 �,0 COLOR ELEVATIONS OFFICE 2 �'�,� COLOR ELEVATIONS OFFICE 2 r�� COLOR 8 MATERIALS W�O�'XL �� ILLUS7RATNE LANDSCAPE PLAN ��,� TONM SQUARE (ti� SHOPPING PLAZA (r.�,0/ STEVENS CREEK/TANTAU CORNER PLAZA L�I.O� FiOTEL ��„� IMAGERY ��.a VALLCO(t�LOFTS ��,� VALLCO�HOTEL 8 GARAGE ��,a VALLCO�OFFICE ��,a TANTAU (��,� SFiOP 1(t�STEVENS CREEK BLVD. (r�� SFiOP I(�STEVENS CREEK BLVD. 4.�,� SHOP 8�STEVENS CREEK BLVD. �.�� LAYWT N07ES AND LEGENDS (�.�.Z LAYOUT NOTES AND LEGENDS ��,= FINE GRADING NOTES AND LEGENDS ��{ PLANTING NOTES AND IEGENDS ��,� PIANTING NOTES AND LEGENOS ��,� PUNTING DETAILS {�l,� OVERALL LAN0.SCAPE PLAN ��.�= LAYWTPLAN (�=,�j H07ELLAYWTPLAN L�],��,�= NOT INCLUDED L�� OVERALL PLANTING PLAN ��/ PLANTING IMAGERV (,�� PUNTING IMAGERY V.�,}{,�= PLANTING PLAN ��j HOTEL RJINTING PLAN ��.�{�� NOT INCLUDED V.R�� CONS7FiUCTION DETAILS ��,��{�� HOTEL CONSTRUCTION DETAILS �,p7�� FW NTAIN NOTES AND LEGENDS 4.�,s PLAU FOUNTAIN NOTES AND CONSTRUCTION DETAILS c1�_mi man�s o-� UTILITY KEYMAP ai.� UTILITV PLAN Q.�,�,� UTILITY PLAN STORM DRAIN d SANITARY SEWER a{,� UTILITY PLAN Q.i�=,� UTILITV PLAN STORM DRAIN&SANITARY SEWER Q{.= UTILITY PLAN Q{i.� UTILITV PLAN STORM DRAIN d SANITARY SEWER Q.� UTILITY PLAN Q��„�,� UTILIN PLAN STORM DRAIN 8 SANITARY SEWER p.�{„{ unuTV P�nr+ Q..�� UTILITY PLAN STORM DRAIN 8 SANITARY SEWER Q-{,{ UTIlI7YPLAN Q{,{,� UTILITY PLAN STORM DRAIN 8 SANITARY SEWER Q.{�7 UTILITYPUN Q�{,�7.� UTILIN PLAN STORM DRAIN 8 SANITARY SEWER Q.�„{ UTILITY PLAN Q�f,�,� UTILITY PLAN STORM DRAIN d SANITARY SEWER o-� UTILIN CROSSING TABLE pVl�sR�IIOM o-V GRADING AND DRAINAGE KEY MAP o-`.� GRADING AND DRAINAGE PIAN o-�{„� GRADING AND DRAINAGE PU1N 0.{j GRADING AND DRAINAGE PLAN a�,�{ GRADING AND ORAINAGE PLAN �j GRADING AND DRAINAGE PLAN �� GRADING AND DRAINAGE PLAN Q.�.7 GRADING AND DRAINAGE PLAN Q�� GRADING AND DRAINAGE PUN O..V SECTIONS UOIfIM �0 LIGHT FU(TURE SCHEDULE �� LIGHT FUCTURE SCHEDULE (�� OVERALL LIGHTING PLAN (�.� BLOCK 1 LIGHTING PLAN (�,t BLOCK 2 LIGHTING PUN t�j BLOCK 3 LIGHTING PUN (y.{ BLOCK 4 LIGHTING PLAN �.� BIOCK 5 LIGHTING PUN �,� BLOCK 8 LIGHTING PUN Q,� SITE PUN-PFiOTOMETRIC ...AIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E 3 8 P A R T N E R 3 1 N C 1 a 5 N a r�� W�i e m a n R o e tl, $u i t• 2 0 0 Mo��.io view . c� e s o.c e s o�o 0 CONSULTANT S�AR�y V��P,R��L �j.c� *'�c�2,sia��-T* �63015� N��OF CA�l��Q ` /0� ��/��'t „ �(, . ._...._�� , � �� :�, '� .\�__-- ,�. -�r� �� ..... �� ■�� :��: � REVISION ASA SUBMITTAL-JAN.82014 Pao.�cT ra. 22.559 on� 12.13.13 DRAWN BY SCALE CHECKED BY COVER SHEET A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 1Q�iE � E�:i�i �j ¢t-�_C. `�'-.�� ,'� / �{�^x��., r,�'�. �;i . 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R �� l ��'". � - _ _ . �- w � � � ��! ��7 (��` � ) �- _ � E � �� i�s r � � �� r��f��'E � '��/ u ! �. - _. ._ � � `�%� � �__ Z �: .�... ' a Q )PS 5 , �*a'�---�� ; PAD . � .� .f. . � � � �i �1 I—" 33 SF -y Y .'" - � 1,907 SF ' - _ � � � , _ ....,�� r� �� `\ �� / � ,. , . , ■• `�� - T`� � �-�•; ' � ■ �- •\ �..._._ � � 1 . 9/ - /-� 1 � + �� _ kk� *�� ! SHOP2 ■� �i%� '� � .1,. .\_.. ��_ �� ih J r r r r!�1 � �; � ■ ��s� � e.zoo sF , sHOP' _ �i — � O O � � ------ . � � ' � _.._. �' � ♦ � �� Q� �� 7 ■ � s.sso sF � � � ; � SHOPS3 �' ), � SHOPS4 ; . 9.718SF �• /�. . .-.. : `. � 12.616SF ! �� , ' �i�� i . j'+' . �� - "�"_v-�r+a ei � . .. � -�,. _� "� _ � , .,,y�, _ - -- ---- --- � � ...... €�:: .... . ..�......�. �.. .- .�.�.. _...-.i�`...�..... : .........._�.�7!:....... ..��. . , — .. - __ . .. _. � .. .�� . '..'"5 , .. �. . ....�. ........ ., , -� � Z ' lrt�� If��"� . .. � .. ... �• r � . � ...;! ..:... ........ .. .... �._ -�= .....' ':_....... '. '.. ., �. , ..�� , ^ _ �i'� , �__: , , . _ /\ /� /� /\ __ .. _. __ :�.I��3 .� �1. ,_��--- --__. _..._.. _----. ._.. .. _ _ _ ._. . , �.,-��_.�:.__L L�;T� (;:1.��...�.._-�- � . ._ ..._ .� „ ., „ „ _.� STEVENS CREEK BOULEVARD MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T H F O D R I G U E 5 8 P A R T N E R 5 I N C. �<5 N o�t n w n i s m a n R o a a. s u i t a 2 o o M o u n t e i n V i e v C A 8 5 0 9 6 5 0 1 0 0 CONSULTANT !ninninnnxii��uo `�``�J��T��s _ �� '"�c�2,a�s�,"''` ?�F�630 15� *- z N�'�t...�`�` z�4 ��;� +��F CA�l�.r �II� �^ �`�,. „ �;///._ •� ,. ``•;�' '�:�,��_ • •j:�'�_��_,.�.�� i i � r �� S: .W..� ..��rr �'. ■ ��:� ■ � W'114��M■ I Ilu'�. �I��'�i�Ml�i .J REVISION Paaecr r,o. 22.559 DATE 12.13.13 R DR4WN BY SCALE 'I�=F)O� CHECKED BV CIRCULATION PLAN A1 . 1 O2013 KENNEiH RODRIGUES 8 PARTNERS,INC . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M � P ■ ■ DBFBRR � D SUBYITTdLS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABIE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM SHOPS 1 ■ P R 0 J B C T T B � 1[ ■ 0 W N E R/ D E V E L 0 P E R �IAIN STREET CUPERTINO AGGREGATOR, LLC. 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 ARCHITECT KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H O T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V I L E N 0 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCNITECT THE GUZZARDO PARTNERSHIP, INC. 181 Greenwich SVeet San Francisco,CA. 94111 P A R K I N C 0 A R A 0 E E N G I N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Viliage Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yazalina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • PLANNIHG PBRYIT FILB H0 . • APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H B B T I N D B g ■ 1AO,Q COVER SHEET �A�,� SETBACKS PLAWSECTIONS @ STEVENS CREEK BLVD 1A2,Q ELEVATIONS RETAIL SHOPS 1 ��,0 FL.00R PLAN RETAIL SHOPS 1 �M„Q ROOF PLAN AND SECTION RETAIL SHOPS 1 �/5.0 FLOOR AREA CALCULATIONS SHOPS 1 1 C1.0 COLOR ELEVATIONS RETAIL SHOPS 1 • SCOPB OF � ORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 1 RETAIL SHELL BUILDINGS TOTALING 5,930 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURN�SHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E T N R O D R I G U E 5 8 P A R T N E R S I N C. �.5 �o,�� W��.m,� ao.a, 5��,. zoa Mo��.io vi�w c� e s o.c e s.o�o 0 CONSULTANT �SED ARCh,i '�•�,c�-�Ro�`C�`��C� *W C12,818 �* �630•15� N��OF CA��Q /II� ��. „ ■ �/� •� \'�-- �� ; �;; 1�r -- - .�.�. _.._,� � �.,,r.—.r�w•� .�. ��, ��':.�..: rtEwsa� Pao.�cr rw. 22.559 onre 12.13.13 DRAWN BY SCALE CHECKEDBY SHOPS 1 COVER SHEET 1A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. r---- I � � � � � � � � I I I I � I I I � � � � � �� I I � I I _� � � R I ' , i I I � - —�— STEVENS CREEK BOU�EVARD SECTION AT SHOPS 1 1/8"= 1'-0" •z2s.� +2os-_o°� ---`T.O.P�' CURB AND GU7rER —=ta�.�'� T.O.0 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E S 8 P A R T N E R 5 I N C a 5 N o r t Ir W n i�m a n R o a a, S u I t a 2 0 0 M o u n t�1 n V 1 e w C A 8 S 0 8 8 5.0]0 0 CONSULTANT xn�nnwwimxrwyi ,....,s�p AR�,y�,,,, ��4 s�`V�G�P ROQQ��''i�``��,; �Ji"'C12,818 Ti�� :*:�630 15�j*� ,"N9\ M,.'��,Q, ....w..F�r �e"��F CA�� II� �'\�'�, „ _��. ,.,...�, � ;'� :, -,�� , 1 —. � :r�l`�:J_._�� ...��.��—�.�.� ■ i-I� ■ ��.�WM�F�■ i I,,� ��'�ilill�i J REVISION PROJECTNO. 22.�j�J9 DATE 12.13.13 DR4WN BY SCALE ��=3Q� CHECKED BV SITE SETBACKS STEVENS CREEK � BLVD. 1A1 . 1 O2013 KENNETH RODRIGUES 8 PARTNERS.INC. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORG�A CLAY" �PAINT 10:"YUCATAN" �PRECAST STONE:"DOESKIN" A2 AWNING:"BLACK AND WHITE" �SLATE TILE ROOFING O/EXTERIOR MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTUR4 CAST STONE MANUF:SUNBRELLA SHEATHING PER STRUCTUR,4L. TYPE:DE5181 NPE:DE5269 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING �COMPOSITE SHINGLES ROOF PAINT 2:"SUNSET COVE" PAINT 11:"SUNDOWN" PRECAST STONE:"LIMESTONE" AWNING:"WHITE" OJEXTERIOR SHEATHING PER STRUCT. p2 11 �C A3 �LARGE CUT STONE VENEER SET IN MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA CEMENT PLAS7ER. TYPE:DEC708 TYPE:DE5268 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING P3 PAINT 3:'WHITE" R� ROOF 1:"MCKINLEY HEIGHTS" P� METAL PANEL:"BONE WHITE" 4❑STONE VENEER SET IN CEMENT PLASTER. MANUF:DUNN EDWARD MANUF:AMERICAN SLATE MANUF.ALUCOBOND TYPE:DEW380 TYPE:SLATE TILE TYPE:WALL PANEL �FABRIC AWNING SET ON ALUMINUM FRAME. OP4 PAINT 4:"SHORTBREAD' R2 ROOF 2:"PLATINUM" P METAL PANEL:"ANODIZED CLEAR" MANUF:DUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED �MANUF:ALUCOBOND a 6"IPE T8G WOOD BOARDS.CIEAR STAIN TYPE:DE6134 TYPE:COMPOSITE SHINGLES TYPE:WALL PANEL ❑CEDAR TRELUS,BRACKETS,TRIM BOARDS, P5 PAINT 5:"WARM HEARTH' R3 ROOF 5:"ZINGCOTE" �WOOD STAIN:"BRICK RED" � &FACIA BOARDS.STAINED OR PAINTED MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:OLYMPIC BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE6110 TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD �SHEATHING PER STRUCT.,PAINTED. OP6 PAINT 8:"GOLDEN CREST' T� STONE 1:"EMBASSY BLEND" S WOOD STAIN:"CLEAR STAIN" CEMENT PLASTER SYSTEM O/EXTERIOR MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:OLYMPIC �SHEATHING PER STRUCT.LIGHT SAND TEXTURE, TYPE:DE5353 TYPE:STONE VENEER TYPE:T&G WOOD BOARDS PAINTED.COLOR:SEE COLOR SCHEDUIE OP� PAINT 7:"ALPACA WOOL" T STONE 2:" " T CERAMIC TILE 1:"DESERT SAND" �Q CLEAR ANODIZED ALUMINUM STOREFRONT MANUF:DUNN EDWARD �MANUF: �MANUF:ALTA VISTA BY DA�TILE ❑SYSTEM WITH CLEAR GLAZING TYPE:DE6113 TYPE:STONE VENEER TYPE:CERAMIC TILE �� CLERESTORY WINDOWS WITH P8 PAINT 8:'DRY DUNE" B� BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED OPAQUE WHITE FILM MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:KAWNEER jz MTL.FR4MEDAWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:BRICK VENEER TYPE:DOOR/WINDOW FRAME PAINT 9:"ENGLISH SCONE" PRECAST STONE:"CHAMPAGNE" AWNING:"BLACK" 13 2"EXTRUDED ALUMINUM REVEALS BY FRY P9 �C A1 REGLET OR EQUIVALENT.CLEAR ANODIZED. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA ❑ALUMINUM FRAMED AWNING W/GIASS TYPE:DE6108 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING 14 CANOPY ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS �5 BY VENTURA CAST STONE,INC.,OR QA B C n Z 3 �BRICKVEN ER ET�INP ASOTEORSYSTEM. Q Q 6-� (RUNNiNG BOND PATTERN) I P2 F1 I S P F1 I P2 Y P S � P F1 BRICK VENEER SET IN PLASTER SYSTEM. O � � O � � � � �(DOUBLE SOLDIER COURSE) � 13 9 10 37 29 17 � 37 6 35 12 29 10 13 � 29 9 21 13 12 37 36 10 6 35 29 35 37 12 10 36 13 � �7 L.E.D.SPOTLIGHTFIXTURES 18 CERAMIC TILE SET IN PLASTER SYSTEM. 19 HM DOOR.PAINT TO MATCH ADJACENT +25�-0° � � WALL +25'-0" � � � RE I 20 GAS METERS-PAINT TO MATCH ADJ.WALL +20�-0�� I_ . .. ''� . . ' - CATION 12 HIGH LETTERS . 21 DDRESS INDICATES BUILDING ADDRESS ..,I 'I I +20'0" LO ❑ �� - - - � 2z ALUMINUM CI.AD PARAPET o � T'� _: o � ' T I 23 ALUMINUM AND GLASS FOLDING FRENCH � � � • DOOR SYSTEM • ' � , 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM ' ' � � r 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS 0 0 26 RETRACTABLE FABRIC AWNING. � N 2� METAL FRAME AWNING W/ PERFORATED METAL PANELS +p�_ ' � ��' +Q'-Q" z$ BRICK OR STONE VENEER EXPANSION JOINT z9 CEMENT PLASTER EXPANSION JOINT 33 1 J 2O 3O COPPER GUTTER AND DOWNSPOUT 3� BOTTOM F WALN TO DAYLIGHT AT 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DRAWINGS WEST ELEVATION ��8�� 3 SOUTH ELEVATION 1/H" '� 33 KNOXBOXSYSTEM(KEYBOX)LOCATEPERFIRE PREVENTION BUREAU REQUIREMENTS 34 6"X 6"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF ORA�NS AND OVERFLOW DRAINS � � r'1 �� 11 �1 36 W TOER SYSOTEM PEROCIVILDERGROUND STORM �� F� � � P F� � � � P2 37 PREFINISHED ALUMINUM CAP FLASHING � 6'-0"DIA.TOWER CLOCK SURFACE 12 35 10 29 13 13 6 37 29 10 10 29 12 6 12 9 10 13 38 MOUNTED DIAL 39 DETOAILG 0 AIRON MEDALLION.SEE 40 ROOF SCREEN,SEE DETAILS 10/A7.8 � +25'-0" +25_-0" .�� ' ` ' . '', � � � ' � � -. , OTENTIALADOORS OR FUT/URE EENANT 41 M � • � _I +20'-0" �.- - - -- - - - - - ^,^-�- .�� -- ---- � +20�_�� 42 P .ii . , . ., . _�_ ,_'__ _ -- ' , . . OARD AND BATTEN SCARF JOINT � ' . . • _ _-_ . . :. ' . • . •. :.. _ _ _ . .► . . .�. .� , . .. .'. '� -._ . . . . �.... :.: : • " • ' �:.. . . ...�.::.� ..� . . . . . .: ..: . ..'. . .:., . , �.' ,'.•.... 43 O . . .. � � . . � . ' . . . . __ ,. . � , O � • � . ' • � 44 TRANSFORMER � � • 45 TRASH ENC�OSURE . 4Fi IPE WOOD SPACED BOARDS IN STL.FRAME o �. � .� � .� : o N N . . .�.. '� i +o, � / �, +o�-o„ 34 34 19 EAST ELEVATION ��8° 4 NORTH ELEVATION ��8° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D F I G U E 5 8 P A R T N E R 5 I N C a�5 N o�1� W�1 c m a n R o a 0 . 5 u i 1 e 2 0 0 M o u n t e i n V i e w . C A 6 5 0 9 6 5 0]0 0 CONSULTANT �`'��"��'yi ti�,�P�RO��n ��4'C12.818 T�� Nt��6 30 15�f� 9�,�� F CA�� KEYMAP rj 4. � ° � ❑ REVISION PROJECTNO. 2Z.�JrJ9 DATE 12.13.13 DRAWNBV ��E AS SHOWN CHECKED BY ELEVATIONS RETAIL SHOPS 1 1A2.0 O2013 KENNERi RODRIGUES 8 PARTNERS,INC. I 1 � � � FLOOR PLAN SHOPS 1 (5,930 SF) � ��$° � 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3❑ STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF METAL CANOPY ABOVE 5� LINE OF CANVAS AWNING ABOVE 6� LINE OF WOOD TREILIS ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING � LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PIUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E< 8 P A R T N E R S I N C. ��5 N o r 1 n w n I a m s n R o s 0. 5 u I t e P 0 0 M o u n 1 e I n V i s w . C A 8 5 0.9 B 5.0 �0 0 CONSULTANT �`'ED ARCh'i ti��ZP Ro� ��n ti �`� J�W C12,818`-P�° �e�6•30•15��* cP�.� f'Q y•., � �OF CA��F� �II� �/�, „ , �!�- �� -- •� �., � •�`-_ ;r , i ,�. . �� - -.-,»-,.�..,.. ■��. . ,...... , ,; ■,�■�■r��:,.-.: _. REVISION PROJECT NO. 22,�j�J9 DATE 12.13.13 DRAWNBY SGALE AS SHOWN CHECKEDBV FLOOR PLAN RETAIL SHOPS 1 1A3.0 O2013 KENNE7H RODRIGUES&GARTNERS,INC. 0 � s25'-0' T.O.P. t2��-6� i SLATE TILE ROOFING OVER METAL FRAMING SEE t25'-0' � STRUCTURAL DRAWINGS T��P a COMPOSITE SHINGLES ROOF OVER METAL 2 FRAMING,SEE STRUCTURAL DRAWINGS ��,�, 3� NOT USED T.O.D. a ❑5 NOT USED � FABRtC AWNING SET ON ALUMINUM FRAME � CEDAR TRELUS WITH STAIN FINISH ga ALUMINUM FRAMED AWNING W/GLASS CANOPY � .. . _ ... � ALUMINUM CANOPY WITH METAL PANELS �� CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE BUILDING SECTION �IS�� 2 �2 RETRACTABLECANVASAWNING �3 METAL FRAME AWNING W/PERFORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT �6 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �] ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 �8 MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW �9 METAL FRAMING,PAINTED 2Q 18"X 24'LOUVERED MANSARD ATTIC VENT 21 GUARDRAIL W/GATE AT ROOF HATCH WITHIN 10' OF ROOF EDGE WITHOUT PARAPET 22 ROOF ACCESS HATCH 30"x 36',SEE DET.5/A7.8 23 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 zg ROOF SCREEN 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS 2$ GALV.SHEET METAL FLASHING ZJ BRICK CORNICE WITH SHEET METAL FLASHING HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R I G U E 5 8 P A R T N E R S 1 N C. ��5 N o r 1 n w n I f m s n R o a O. S u I 1 e ]0 0 M o u n�e i n V 1 e r . C A 8 5 0.0 8 5.0 l 0 0 CONSULTANT �`'��ARC'�'i V�;�P.ROD/v''••.�'t�` �� '�� "C12,818`-n': �i�6•30•15�:� cP:% r'Q �•' � 9�'••. ..•'�' �F CA�LF KEYMAP �`,� �..� ' ��_� ■ ►�� - _ � :i •q.�■.� � �:�.��: � REVISION PROJECT NO. 22,rjS9 onre 12.13.13 DRAWN BV SCALE DENOTES ELEVATION POINT CHECKED BY T.O.D. TOP OF DECK ELEVATION � DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT 1A4.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. TABULATION: SHOPS 1 5,930 S.F. � � 7��-��. V / 30'-0" � 16'-0" � 24'_0" V � ��.,' I �� rC� I I 1 � \ SHOPS 1 (5,930 SF) � ��$° � 1 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R 1(E N N E T H R O D R 1 G U E S b P A R T N E R 5 I N C. a a 5 N o r�n w n I a m�n R o s E . S u I[e 2 0 0 M a u n t e 1 n V 1 s w . C R B 5 0.9!5.0 1 0 0 CONSULTANT �`'ED ARC,�'i ��:'P.R�Q4i'••.,%t�` ti;•� ��••,n �:Z C12,818 T?� :�6•30•15 p N': s.�,Q �'•. '� 9�'••. ..•'�' �F CA�1F �II� :.% �� ll�� .:�:� -- � :�• 1 �� ,�: _�r,�- __ _�._�.. -. . � �.�,... �■�';; ��:r.-r�� ... REVISION PROJECT NO. 22,�j�j9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS 1A5.0 O2013 KENNETH RODRIGUES 8 PARTNERS,WC. � P2 13 9 r � �.�_:. � 4; �' "5�^' t ..-°� _� ... t� w€, �f' ��~.v �Yt�'j'' ;�. �g��i .w�.?. "} ��:�� . . i'�.� • �. . O ' a I ,�� . : : � �� * ��j�''�S j '1_ w� �� , X�, g � u, �� „atf1o�` �• �,S`�^i .�it !e :k , :1 ..� . �*r -- ' �'^"� f ' r r � �`�` s�"�.r .1 r�; �,� , .''k� t i? .'`TM � �� . . . C �� f � �rt'�i,1" ,,-� �, ": �� ..�v-�*� ,_�., �t .yi+�`^„, ��}�.�: i � ,} wa> �t��.'i�_ �_�...�� O COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PMANUF:DUNN EDIWARD � PMANUF'DUNN EDWARD �MANUFSVENT�URA CAST STONE �O MANUF:SUNBRE� �ITE" �STR CTU��O/EXTERIOR SHEATHING PER M A I N S T R E E T TYPE:DE5181 TYPE:DE5269 TVPE:TRIM,CORNICE,SILL�MEDALUONS TYPE:FABRIC AWNING ❑COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER OO PMANUF:OUNN EDWARD• �PMANUf:�DUNN EDWARD �MANU SVENTURA CAST ST�O E OO MANUF:SUNBRELLA 2 S��T. C U P E RT I N O TYPE:DEC708 TYPE:DE5288 TYPE:TRIM,CORNICE,SILL d ME�ALLIONS TYPE:FABRIC AWNING a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. PAINT 3:'WHffE' ROOF 1:'MCKINLEY HEIGHTS METAL PANEI:"BONE WHITE' P3 MANUF�OUNN EDWARD R� MANUF:AMERICAN SIATE P MANUF:ALUCOBOND �STONE VENEER SET IN CEMENT PIASTER. STEVENS CREEK @ FINCH TYPE:DEW380 TVPE:SLATE TILE TYPE:WALL PANEL P4 PAINT 4:'SHORTBREAD' R2 ROOF 2:'SIATE GREY' �METAL PANEL:'ANODIZED CLEAR' �FABRIC AWNING SET ON ALUMINUM FRAME. CU PERT I N O�CA MANUf:DUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:ALUCOBOND TYPE:DE6134 TYPE:COMPOSITE SHIN(YES TYPE:WALL PANEL �6'IPE T8G WOOO BOARDS.CLEAR STAIN P5 PAINT 5:'WARM HEARTH" R3 ROOF 5:ZINC-COTE' S WOOD STAIN:'BRICK RED' MANUF:DUNN EDWARO MANUF:BARRIDGE MANUF:OLYMPIC ❑CEDAR TRELLIS,BRACKETS,TRIM BOARDS,d TYPE:OE6110 TYPE:STANDING SEAM METAL PANEI TYPE:TRELLIS,BRACKET,TRIM 8RD&FACIA BRD 7 FACIA BOARDS.STAINED OR PIJNTED OPMANUF:UN EDWAR�r T� SMANUF�CORONADO STONE• �MA��S�IN�PCCEAR STAIN" �pER STRUCT.PAINT pO�SIDING O/FXTERIOR SHEATHING TYPE:DE53S3 TYPE:STONE VENEER TYPE:T6G WOOD BOAROS CEMENT PLASTER SYSTEM O!EXTERIOR SHE/1THINCa PER P7 MANUF UNN EDWARD w � MANUF Z� • �MANAUF I ALTA VISTAEBY DALSTMIL,E• ❑SCHEDUIEGHT SAND TEXTURE,PAINTED.COIOR:SEE CDLOR TYPE:DE8113 TYPE:STONE VENEER TYPE:CERAMIC TILE CLEAR ANODIZED ALUMINUM STOREFRONT P8 PAINT 8:'DRY DUNE' B� BRICKI:'OLD CHICAGO 8 PALOMINO BLEND' F� FRAME 7.CLEAR ANOOIZED �� SYSTEM WITH CLEAR GIAZING 500 FORBES,LLC MANUF:DUNN EDWARO MANUF:CORONADO STONE MANUf:KAWNEER �CLERESTORY WINDOWS WITH OPAOUE WHITE 203 REDWOOD SHORES PKVNY,STE 200 TYPE:DE6114 TYPE:BR�CK VENEER TYPE:DOORIWINOOW FRAME �� FILM OPAINT9:'ENGUSHSCONE' �PRECASTSTONE:'CfU1MPAGNE' A� AWNING:'BLACK' REDWOOD CITY, CA 94065 MANUF:DUNN EDWARD M/WUF:VENTURA CAST STONE MANUF:SUNBRELLA �2 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6108 TYPE:TRIM,CORNICE,SIIL S MEDALLIONS TYPE:FABRIC AVYNING �3 2'EXTRUDED ALUMINUM REVEAI.S BY FRY REGLET OR EQUNALENT.CLEAR ANODIZED. C 1 O O 14 ALUMINUM FRAMED AWNING W!GLASS CANOPY � � PRECAST STONE TRIM,SILL b MEDALLIONS BY VENTURA CAST P F1 � P2 P S p F� 15 STONE,INC.,OR EOUIVALENT.TEXTURE�SMOOTH FINISH. � � I O I � � � I }!� �a �y*w f b��s,�y�q � r`'i�f V � b � 1� ! . �'�` z�'�1 �2Y .,c.��•. i!��'�.r E-�''i��. h�-� ,��d, �'�. . . � �i� �.�,, �. t �.` �. ' .�s��N"r .. •,i�� i:�'N w� <F'p„,.v'�4' i.i ��F ?.� d� .. � � .-�I 1V. '� � �' , �t �� 33 WEST ELEVATION ��8• 3 O �� .� � � ••��,i� ,, a , "S4 � / i'>f `�,> -- � O ' �� ra b+i�� £ '6°;y' . (,'�1�`�� ,si: . ""`�'¢; � },: �,. '�s+ J ; � � � ;�Y � ��..: 'd �'� 'ai_' .*"s... r, -i � �i�t: EAST ELEVATION I ��e' I 4 '�� I\ ` r ��.;,. �.. �.:. � � . .�: � � � �� -� :� , s� � - �-` i�'�`„ '4��,�1�2 �'��:`I� 4 �' � ; � �. R ��'�S<�'� ,} �h ._� �s, � 35 29 35 37 12 10 36 13 �� BRICK VENEER SE7 IN PLASTER SYSTEM. (RUNNINGBONDPATTERN) RENMEIN RODRIGUlS � VANintKS nc �`� � BRICK VENEER SET IN PLASTER SYSTEM. �(DOUBIE SOLDIER COURSE) ��s w o�� w n•.m.n q o.a. s��. �a o i] I.E.D.SPOTLIGHT FIXTURES M O Y n 1��e v:.. . c r �s c.�e s a r o 0 +25'-p^ 1$ CERAMIC TIIE SET►N PLASTER SYSTEM. Co�.w�rMrr _.,, a - + �1-0" 19 HM DOOR.PAINT TO MATCH AQIACENT WALL ,� `�� s. -— 5�A�tii : ,i #�,� ' k}��'��;''•.,� ,r,�iC�,;+�,g�r: ' � R'. �O GAS METERS `V;�j,p" Q�.;••�C1�1 i �� .'�� '` : �'�». 21 DRE INDICATES BUIIDING ADDRESS �:�C12,818�T:�� ,,�`� :�63013y -:�'+�.:'�`��' �F:,�- , !,,�, � � � LOCATION-1Y HIGH LETfERS N:, s:` . � � . . �. �,. �.r�F'��, � "'s' � .,,k" 22 ALUMINUM CLAD PARAPET 9i�:� �,:. ..,, �'� �� .r>�,�;�;'•t� CA�-t� 1 3, �� " � 23 ALUMINUM ANO GIASS FOLDING FRENCH DOOR SYSTEM � � � r_ � � !Z4 ALUMINUM AND GLASS SLIDING DOOR SY3TEM KEyM�p N � �i�� — ` �' i� '' t " STEEL fRAMEO SIGNAGE STRUCTURE;SEE STRUCTURAI DR/1WINGS AND DETAILS � __\�` 26 RETRACTABLE fABRIC AWNING. �� i`_� r `,�� 27 METAL FRAME AWNING Wl PERFORATED METAL PANELS ' � ` ,l!'o�u � :� _:�_��___—, 2B BRICK OR STONE VENEER EXPANSION JOINT � ': -- � ,_' 4, — ` -_—_ V /,__�I. SOUTH ELEVATION ,ra• � a CEMENTPUISTEREXPANSIONJOINT - � �- , aCOPPER GUTTER AND DOWNSPOUT ' � _.--4�� L"-�-- 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF RevisioN W'�'�' 11.15.12 PLAN CHECK SUBMITTAL SET 2O OO 32 �CORATIVE LIGHT FIXTURE.SEE EIECTRIGLL owwwNGS 02.08.13 RESPONSE TO PLAN CHECK 1 KNOX BOX SYSTEM(KEY BOX)IOCATE PER FIRE I � P2 � PREVENTION BUREAU REOUIREMENTS OZ.2S.�3 ASA REVISIONS 12 9 10� 13 r a e'x s-nccessie��m wiNOOw oecn� 1 ' �"+� 35 UNE OF ROOF SLOPE BEYOND ��.,;� '�,��. ❑LIIYE OF ROOF ORAtNS ANO OVERFLOW DRA�NS + ' "'- ---,�-".�� BEYOND,CONNECT TO UNDERGROUND STORM . . ��+'' ,"r� � WATER SYSTEM PER CIVIL � ` n� FINISHED ALUMINUM CAP FLASHING ,, n '� � 37 PRE y� � '��'>�,�r�p��M �< . _ -- n s / a 5-0'0 TOWER CIOCK SURFACE MOUNTED OIAL � +a,� �, � �o.,eer ra. 22.559 o�re 11.15.2012 w � , ,� , � "�., r�•5�•+ '�-. ,y; � t a '�'• � �WROUGHT IRON MED/UlION.SEE DETNL 1 WA7.7 ow,wri er scxe AS SH01NN °'s}'li�� .�� .' ':` �:�"�+ , 39 c�c�o sr �t�=,�4� *�r `� �{_ }�a 40 ROOF SCREEN,SEE OETAILS 1plA7.8 �.�3 �y,�� . B*,a�.. #t. �-- -s -j�°`g� �+ �� 41 MECHANICAL ROOF WELL W!SCREEN C O LO R �', ^� �a +�,� �,. � �� 42 POTENTIAL OOOR$FOR FUTURE TENANT E L E VAT I O N S . , ,. � : . , ,.. . . �___ . _- ----- . . ��►nEN�.�� RETAIL SHOPS 1 t 43 0 45 Tw►sH en�c�osua� � � c� .o NORTH ELEVATION I ��8' I 2 O2013 KENJETH ROORIGUES 6 iARTl�RS.MC. t . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA SHOPS 3, 4, & 5; PAD 3; CLOCKTOWER ■ V I C I N I T Y Y � P ■ ■ P R 0 � B C T T B A M ■ ■ S H B B T I N D B g ■ • DBFBRRBD SOBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPUCABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES'AND RE�UIRE A SEPARATE MASTER SIGN PROGRAM OWNER/ DEVELOPER MAIN STREET CUPTERTINO AGGREGATOR LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H O T E L A R C H I T E C T DMB ARCHI7ECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V I L E N C 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCNITECT THE GUZURDO PARTNERSHIP, INC. 181 Greenwich Street San Francisco,CA. 94111 P A R K 1 N C 0 A R A 6 E E N 0 1 N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLANNING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-2008-06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) y�Q,Q COVER SHEET 2A1,1 SETBACKS PLAN/SECTIONS @ STEVENS CREEK BLVD �,Q ELEVATIONS RETAIL SHOPS 3 �,� ELEVATIONS RETAIL SHOPS 3 �,Z ELEVATIONS RETAIL SHOPS 4 �,3 ELEVATIONS RETAIL SHOPS 4 �,4 ELEVATIONS RETAIL PAD 3 2A2,s ELEVATIONS CLOCKTOWER �j,s ELEVATIONS RETAIL SHOPS 5 iA3,0 FLOOR PLAN RETAIL SHOPS 3 �,� FLOOR PLAN RETAIL SHOPS 4 �j,Z FLOOR PLANS RETAIL PAD 3,CLOCKTOWER$PLAZA 1 �,3 FLOOR PLAN RETAIL SHOPS 5 �4,Q ROOF PLAN RETAIL SHOPS 3 ZA4.1 ROOF PLAN RETAIL SHOPS 4 �{,Z ROOF PLANS$SECTION RETAIL PAD 3&CLOCKTOWER �A4,3 ROOF PLAN$SECTION RETAIL SHOPS 5 iA4.4 SECTIONS RETAIL SHOPS 3&4 �,0 TRASH ENCLOSURE SHOPS 3 8 5 �,O FLOOR AREA CALCULATIONS SHOPS 3,4,5&PAD 3 A7.0 DECORATIVE FEATURE CUT SHEETS A7.1 TRELLIS PLANS AND ELEVATIONS A7.7 DETAILS A7,a DETAILS 2C1.0 COLOR ELEVATIONS RETAIL SHOPS 3 ��,� COLOR ELEVATIONS RETAIL SHOPS 3 jC�$ COLOR ELEVATIONS RETAIL SHOPS 4 ��,3 COLOR ELEVATIONS RETAIL SHOPS 4 ��,4 COLOR ELEVATIONS RETAIL PAD 3 ZC1.S COLOR ELEVATIONS CLOCKTOWER ZC1.E COLOR ELEVATIONS RETAIL SHOPS 5 • SCOPB OF � ORg ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 4 NEW RETAIL SHELL BUILDINGS TOTALING 28,134 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 6.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.IEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N H E T H R O D R 1 G U E 5 8 P�R T N E R 5 I N C. ��S N o r I n w h 1 a m a n q o a a, 5 u I 1 s 2 0 0 Mo�o�.i� vi.. . c n e s o.e e s.o r o 0 CONSULTANT S�A Rctii '�V�P�RO� ��C� � �`'•� �•'�C12,818 T`. *��6•30•15 * N�. ��,Q l�••. 9'•.., �pF CA`1F� /Ii� � �� , „ i -�� =.: - �� ..;�:;!�i� �- ��.�. � i� ��`�„��..,.-�� r�_�II��:�...: RewsroN PROJECT NO. 22,rj�j9 DATE 12.13.13 DRAWN BY SCALE CHECKEDBY SHOPS 3, 4, 5, PAD 3, & CLOCKTOWER COVER SHEET 2A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � � ' � � � � � � ---- ------ ------- � •2ze�_o. --------------------- �------ ----------------------------- � sr��uscaEEKe�w � �� i � I � ��S. I I I � � \\�s��p ' � I I \F.��F I j I � � I �----•-----------------•-----------------------------•-- -----•-----------•---- � -- �---�2is-� ------�\--------- --------------- ------- � � � � I � � I ±z�r-o' --------------------y----- --------------------- ------- ` —�----- � � I �� I I f� � � 35�SETBAGW � SHOP 3/4 F.F. 183.3' STEVENS CREEK BOULEVA 1/8"= 1'-0" _I w IZ J \\\ �� \� � �O, � U �� X. 10'P.U.E. �w \� �S � �� P.A.E. �� I � �z •� �W I � w �� I� —– 2,Y,tIAJ� \�� j�6�Ct/RB AND GUTTER �� +183._�..� TION AT SHOPS 3 AND 4 S I tl'S W/FIANUKAILS MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 8 P A R i N E R S i N C �5 N o��n W n I s m a�. A o a E . 5 u�f e 2 0 0 M o u n t�1 n V i e w C A 6 5 0 B 6 5 0� 0 0 CONSULTANT 5�AR�y '�.V�r��,�"R��C'� � ��Z ci2,8�e T�* ��6•30•15�� N��,Q �F CA�-�� II� .:'`��..,,,; „ . --��. ��.�, �� :•'�I i��, �_ ...^ I I �� :r��: �� ,,, �_.._�._�.. ,�..�. . � ...��.. ■, �; .,.,.��,:�.��.: _J REVISION PROJECTNO. ZZ.�J�J9 DATE 12.13.13 DRAWN BY SCALE �"=3O' CHECKED BY SITE SETBACKS STEVENS CREEK BLVD. 2A1 . 1 O2013 NENNE7H ROORIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. O 36 I +32'-0„ I +28'—�---- ----- I 12 u 3.5� +�6_$,_'_ +12'-0'--� n u n u � u n � 0�-0" !: 1� 6 i +28�_�� 34 O i I I 5 � 7 � +32'_0" I �2 6.5 j—/ 36 COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY" �PAINT 10:"YUCATAN' �PRECAST STONE:"DOESKIN' MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5181 TYPE:DE5269 TYPE:TRIM,CORNICE,SILL&MEDALLIONS P2 MANUF:�DUNN EDWARD' �� MANUF,DUNN DWARD �MANUFSVENTOURA C ST STOO E TYPE:DEC708 TYPE:DE5268 TYPE:TRIM,CORNICE,SILL$MEDALLIONS OP3 PAINT 3:"WHITE' R� ROOF 1:'MCKINLEY HEIGHTS' P METAL PANEL:'BONE WHITE" MANUF:DUNN EDWARD O MANUF:AMERICAN SLATE MANUF:ALUCOBOND TYPE:OEW380 TYPE:SLATE TILE TYPE:WALL PANEL OP4 PAINT4:"SHORTBREAD' R2 ROOF 2'PLATINUM' P METAL PANEL:'ANODIZED CLEAR" MANUF:DUNN EDWARD O MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:ALUCOBOND TYPE:DE6134 TYPE:COMPOSITE SHINGLES TYPE:WALL PANEL P5 PAINT 5:"WARM HEARTH' R3 ROOF 5:'ZINGCOTE" Q WOOD STAIN:'BRICK RED" MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:OLYMPIC TYPE:DE6110 TYPE:STANDING SEAM METAI PANEL TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD P6 MANUF:DUN EDW RD T^ �M NUF'CORONADO STONE^ �M OOD STOAI�CCLEAR STAIN" NPE:DE5353 TYPE:STONE VENEER TYPE:T&G WOOD BOARDS P� PAINT 7:"ALPACA WOOL" �STONE 2:' ' CT CERAMIC TILE 1:"DESERT SAND" MANUf:DUNN EDWARD MANUF: MANUF:ALTA VISTA BY DALTILE TYPE:DE6113 TYPE:STONE VENEER TYPE:CERAMIC TILE P$ PAINT 8:"DRY DUNE' B� BRICKI:'OLD CHICAGO&PALOMINO BIEND' F� FRAME t:CLEAR ANODIZED MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:KAWNEER TYPE:DE6114 TYPE:BRICK VENEER TYPE:DOOR/WINDOW FRAME OP9 PAINT 9:"ENGLISH SCONE" C PRECAST STONE:"CHAMPAGNE" A� AWNING:'BLACK' MANUF:DUNN EDWARD �MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE6108 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING O O O O P3 �S F1 ST I QS �C �S R2 I 8 7 10 4 7 15 7 2 � I I � : � � 36 I I I +29'-9" � A2 AWNING:"BLACK AND WHITE' MANUF:SUNBRELLA TYPE:FABRIC AWNING A3 AWNING:'WHITE" MANUF:SUNBRELLA TYPE:FABRIC AWNING SEE PAD 3 ELEVATIONS �----------1------------------------------� .i 1 i � i � i i � I i i i i i i i a� � i 1 I SHOPS 3- EAST ELEVATION I ��8�� -----�-------�---___-------., SEE CLOCK TOWER ELEVATIONS--i 2 � 1 � 1. � � �I� , � �� {�� * SHEET KEYNOTES �SIATE TILE ROOFING O/EXTERIOR SHEATHING PER STRUCTURAI. 2 COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER STRUCT. 3�LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 4❑STONE VENEER SET IN CEMENT PLASTER. ' aFABRIC AWNING SET ON ALUMINUM FRAME. a6"IPE T&G WOOD BOARDS.CLEAR STAIN �CEDAR TRELLIS,BRACKETS,TRIM 80ARDS, &FACIA BOARDS.STAINED OR PAINTED aBOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING PER STRUCT.,PAINTED. aCEMENT PIASTER SYSTEM O/EXTERIOR SHEATHING PER STRUCT.LIGH7 SAND TEXTURE,PAINTED.COLOR: SEE COLOR SCHEDULE ,�O CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM �2 MTL.FRAMED AWNING W/ALUMINUM PANELS 13 2'EXTRUDEO ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT.CLEAR ANODIZED. DALUMINUM FRAMED AWNING W/GLASS 14 CANOPY �PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. 6-� (RUNNING BOND PATTERN) 6_ BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) 17 LE.D.SPOTLIGHT FIXTURES 1$ CERAMIC TILE SET IN PLASTER SYSTEM. 19 HM DOOR.PAINT TO MATCH ADJACENT WALL 2O GAS METERS-PAINT TO MATCH ADJ.WALL 2� rDDRESS# �NDICATES BUILDING ADDRESS e___J LOCATION-12"HIGH LETTERS 22 ALUMINUM CLAD PARAPET 23 ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAI�S 26 RETRACTABLE FABRIC AWNING. 27 METAL FRAME AWNING W/PERFORATED METAL PANELS 2$ BRICK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED. 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 2 �6'X 6'ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING '� 38 6'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL �i 4 3g WROUGHT IRON MEDALLION.SEE DETAIL 10IA7.7 i 40 ROOF SCREEN,SEE DETAILS 10/A7.8 � � i 41 MECHANICAL ROOF WELL W/SCREEN � i � 42 POTENTIAL DOORS FOR FUTURE i TENANT i i 43 BOARD AND BATTEN SCARF JOINT i � 44 TRANSFORMER I 1 � 45 TRASH ENCLOSURE i i 46 �PE WOOD SPACED BOARDS IN i STL FRAME i i 47 6"METAL SPACED SLATS,IN STEEL FRAME � -- 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 i „ ! � 49 ULOLEY WIT�H L GHT FX T�UREE SEE S EET A7.0 �n i � n ��gu i i u ir�'� i i �� 36 � � ��---------------------------� SHOPS 3- NORTH ELEVATION ��$" 1 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R 0�R I G U E 5 8 F n R i H E R 5 I N C ae5 Nor�n wnismen Ao.a. su�ie zoo M o u n 1 a I n �I e+ . C A 6 5 0.9 6 5.0 7 0 0 CONSULTANT �SED ARC,�,i ��tr;:P ROQQ�''••.,%� �:�� N:�� .�'C12,818-T: *�.�6-30-15�.�* N�'•., :ti y•., ? ��F CA�lFCS� _ /II� �\i.� „ l/�. �._ .� ,.... : � _�� Er��Er i,�,� �.��..._«.w.... � '�� ■ t ....... �, • ��■�_�i i: .-: .. � __ _ - - = REVISION PROJECTNO. Z�L.rJ�J9 �ATE 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BV ELEVATIONS RETAIL SHOPS 3 2A2.0 O2013 KENNETH RODRIGUES 8 PARTNERS,WC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY" MANUF:DUNN EDWARD TYPE:DE5181 P2 PAINT 2:"SUNSET COVE' MANUF:DUNN EOWARD TYPE:DEC708 P3 PAINT 3:"WHITE' MANUF:DUNN EDWARD TYPE:DEW380 P4 PAINT 4:"SHORTBREAD' MANUF:OUNN EDWARD TYPE:DE6134 P5 PAINT 5:"WARM HEARTH" MANUF:DUNN EDWARD TYPE:DE6110 P6 PAINT 6:"GOLDEN CREST' MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT 7:'ALPACA WOOL" MANUF:DUNN EDWARD TYPE:DE6113 P$ PAINT 8:"DRY DUNE" MANUF:DUNN E�WARD TYPE:DE6114 P9 PAINT 9:"ENGLISH SCONE" MANUF:DUNN EDWARD TYPE:DE6108 �PAINT 10:'YUCATAN' �PRECAST STONE:"DOESKIN" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5269 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS �PAINT 11:"SUNDOWN" �PRECAST STONE:"LIMESTONE" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5268 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS R1 ROOF 1:'MCKINLEY HEIGHTS' �METAL PANEL:"BONE WHITE" MANUF:AMERICAN SLATE MANUF:ALUCOBOND TYPE:SLATE TILE TYPE:WALL PANEL OR2 ROOF 2:'PLATINUM" P METAL PANEL:'ANODIZED CLEAR" MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:ALUCOBOND TYPE:COMPOSITE SHINGLES TYPE:WALL PANEL R3 ROOF 5:'ZINGCOTE' �WOOD STAIN:'BRICK RED" MANUF:BARRIDGE MANUF:OLYMPIC TVPE:STANDING SEAM METAL PANEL TYPE:TRELLIS,BRACKET,TRIM BRD$FACIA BRD �STONE 1:'EMBASSY BLEND' �WOOD STAIN:'CLEAR STAIN" MANUF:CORONA00 STONE MANUF:OLYMPIC TYPE:STONE VENEER TYPE:T&G WOOD BOARDS �STONE 2:' " CT CERAMIC TILE 1:"DESERT SAND' MANUF: MANUF:ALTA VISTA BY DALTILE 7YPE:STONE VENEER TYPE:CERAMIC TILE B� BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED MANUF:CORONADO STONE MANUF:KAWNEER TYPE:BRICK VENEER TYPE:DOOR/WINDOW FRAME �PRECAST STONE:"CHAMPAGNE" A� AWNING:'BLACK" MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:TRIM,CORNICE,S�LL 8 MEDALLIONS 7YPE:FABRIC AWNING � � � � n n n '�� 4�};jt�{t �l�7 I. � .-1�� it1�11 - -- ! I mui 11�111 - 1/I�: 111111 ruu 1 � SEE CLOCK TOWER ELEVATIONS 2 � +2 3 � 4 S1 I � � . 1��1T�� i� i�i�� : : � � P3 �S ST 5 8 7 4 C � ,2 T�6.5 36 A2 AWNING:'BLACK AND WHITE' MANUF:SUNBRELLA TYPE:FABRIC AWNING A3 AWNING:'WHITE" MANUF:SUNBRELLA TYPE:FABRIC AWNING SHOPS 3-WEST ELEVATION I ��8° O 'i:ii,'�,�;j j' ST s 4 � SHEET KEYNOTES aSLATE TILE ROOFING O/EXTERIOR SHEATHING PER STRUCTURAL. aCOMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER STRUCT. 3❑LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 4❑STONE VENEER SET IN CEMENT PIASTER. �FABRIC AWNING SET ON ALUMINUM FRAME. � 6"IPE T8G WOOD BOARDS.CLEAR STAIN 7 CEDAR TRELLIS,BRACKETS,TRIM BOARDS, 8 FACIA BOARDS.STAINED OR PAINTED �BOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING PER STRUCT.,PAINTED. aCEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: SEE COLOR SCHEDULE 10 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING 11 CLERESTORY WINDOWS WITH OPAQUE WHITE FILM 12 MTL.FRAMED AWNING W/ALUMINUM PANELS 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT.CLEAR ANODIZED. ALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH 6-1 BRICK VENEER SET IN PLASTER SYSTEM. (RUNNING BOND PATTERN) 6 BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES 1$ CERAMIC TILE SET IN PLASTER SYSTEM. 1 J HM DOOR.PAINT TO MATCH ADJACENT WALL 2O GAS METERS-PAINT TO MATCH AOJ.WALL r � INDICATES BUILDING ADDRESS 2� DDRESS# LOCATION-12"HIGH LETTERS C__J 22 ALUMINUM CLAD PARAPET 23 ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM STEEL FRAMED SIGNAGE STRUCTURE;SEE 25 STRUCTURAL DRAWINGS AND DETAILS 26 RETRACTABLE FABRIC AWNING. 2� METAL FRAME AWNING W/PERFORATED METAL PANELS 2$ BRICK OR STONE VENEER EXPANSION JOINT 2J CEMENT PLASTER EXPANSION JOINT 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED. 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 2 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 34 6'X 6"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING 38 6'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL 3J WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 , 40 ROOF SCREEN,SEE DETAILS 10/A7.8 41 MECHANICAL ROOF WELL W/SCREEN +32�'�� POTENTIAL DOORS FOR FUTURE 42 TENANT +28�-0" 43 BOARD AND BATTEN SCARF JOINT 44 TRANSFORMER 45 TRASHENCLOSURE 48 46 IPE WOOD SPACED BOARDS IN STL FRAME 47 6'METAL SPACED SLATS,IN STEEL FRAME 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 SHOPS 3 -SOUTH ELEVATION I ��a" I 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O�R I G U E S 8 P A R T N E R S I N C. �<S N o r 1� N'�1 a m a n R o e 0. 5 u I t e P 0 0 uo�o�.in v�.. . c� e s a.s e s.o�o 0 CONSULTANT �S�°A R�ti. C��:�P R�� 'T(� �;;c�' �'••� ��"'C12,818 T'. ��6-30•t5 y * N�;i- S�•'Q 9'''••.. ? �pF CA�lF� - /�� / �1 ! "L!" �',� �, .....�� A .�_- ;� i . :; � �1�: _�r� __ _.�_�...� � ■,�� ■�� 1 �� '�irnM: REVISION PROJECT NO. 22,�jrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN � ELEVATIONS RETAIL SHOPS 3 2A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. COLOR/MATERIAL KEYNOTES P� PAINT i:"GEORGIA CLAY' MANUF:DUNN EDWARD NPE:DE5181 P2 PAINT 2:"SUNSET COVE" MANl1F:DUNN EDWARD TYPE:DEC708 P3 PAINT 3:"WHITE' MANUF:DUNN EDWARD TYPE:DEW380 P4 PAINT4:'SHORTBREAD' MANUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD TYPE:DE6110 Ps PAINT 6:"GOLDEN CREST" MANUF:DUNN EDWARD NPE:DE5353 P7 PAINT 7:"ALPACA WOOL" MANUF:DUNN EDWARD TYPE:DE6113 P$ PAINT 8:"DRY DUNE' MANUF:DUNN EDWARD TYPE:DE6114 P9 PAINT 9:"ENGLISH SCONE" MANUF:DUNN EDWARD TYPE:DE6108 � PAINT 10:'YUCATAN" MANUF:DUNN EDWARD TYPE:DE5269 �PAINT 11:'SUNDOWN' MANUF:DUNN EDWARD TYPE:DE5268 R� ROOF 1:'MCKINLEY HEIGHTS' MANUF:AMERICAN SLATE TYPE:SLATE TIIE R2 ROOF 2:"PLATINUM' MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED TYPE:COMPOSITE SHINGLES R3 ROOFS:'ZINGCOTE' MANUF:BARRIDGE TYPE:STANDING SEAM METAL PANEL �STONE 1:'EMBASSYBLEND" MANUF:CORONADO STONE TYPE:STONEVENEER � STONE 2:' ' MANUF: NPE:STONE VENEER B� BRICKI:'OLD CHICAGO&PALOMINO BLEND" MANUF:CORONADO STONE TYPE:BRICK VENEER �PRECASTSTONE:'CHAMPAGNE' MANUF:VENTURA CAST STONE TYPE:TRIM,CORNICE,SILL&MEDALLIONS C PRECAST STONE:"DOESKIN" MANUF:VENTUR.4 CAST STONE NPE:TRIM,CORNICE,SILL&MEDALLIONS � PRECAST STONE:'LIMESTONE' MANUF:VENTURA CAST STONE TYPE:TRIM,CORNICE,SILL&MEDALLIONS �METAL PANEL:"BONE WHITE" MANUF:ALUCOBOND TYPE:WALL PANEL �METAL PANEL•'ANODIZED CLEAR' MANUF:ALUCOBOND TYPE:WALL PANEL S WOOD STAIN:"BRICK RED" MANUF:OLYMPIC NPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD S WOOD STAIN:"CLEAR STAIN' MANUF:OLYMPIC TYPE:T$G WOOD BOARDS CT CERAMIC TILE 1:'DESERT SAND' MANUF:ALTA VISTA BY DA�TILE TYPE:CERAMIC TILE F� FRAME 1:CLEAR ANODIZED MANUF:KAWNEER NPE:DOOR/WINDOW FRAME A� AWNING:"BLACK' MANUF:SUNBRELLA TYPE:FABRIC AWNING A2 AWNING:'BLACKANDWHITE" MANUF:SUNBRELLA TYPE:FABRIC AWNING A3 AWNING:'WHITE' MANUF:SUNBRELLA TYPE:FABRIC AWNING SHEET KEYNOTES aSLATE TILE ROOFING O/EXTERIOR SHEATHING PER STRUCTURAL. �COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER STRUCT. 3�LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 4a STONE VENEER SET IN CEMENT PLASTER. aFABRIC AWNING SET ON ALUMINUM FRAME. a6'IPE T&G WOOD BOARDS.CLEAR STAIN � CEDAR TRELLIS,BRACKETS,TRIM BOARDS, &FACIA BOARDS.STAINED OR PAINTED �BOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING PER STRUCT.,PAINTED. QCEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: SEE COLOR SCHEDULE ,�O CLEAR ANODI2ED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM 12 MTL FRAMED AWNING WlALUMINUM PANELS �3 2'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT.CLEAR ANODIZED. ❑ALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA �5 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. �� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES 1$ CERAMIC TILE SET IN PLASTER SYSTEM. 1 J HM DOOR.PAINT TO MATCH ADJACENT WALL 20 GAS METERS-PAINT TO MATCH ADJ.WALL r INDICATES BUILDING ADDRESS 21 ADDRES J LOCATION-12"HIGH LETTERS L 22 ALUMINUM CLAD PAR,4PET 23 ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM STEEL FRAMED SIGNAGE STRUCTURE;SEE 25 STRUCTURAL DRAWINGS AND DETAILS 2Fi RETRACTABLE FABRIC AWNING. 2� METAL FRAME AWNING W/PERFORATED METAI PANELS 2$ BRICK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED. 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS a6"X 6"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING 38 6'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 40 ROOF SCREEN,SEE DETAILS 10/A7.8 41 MECHANICAL ROOF WELL W/SCREEN 4z POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT 44 TRANSFORMER 45 TRASH ENCLOSURE 46 �PE WOOD SPACED BOARDS IN STLFRAME 47 6"METAL SPACED SLATS,IN STEEL FRAME 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 II K E N N E T M F O D R 1 G U E 5 8 G A R T N E R S I N C. <as Norin wnlam�n Road. Sulle 200 Mo u n 1�I n Vlsw . C A 8 5 0.9 B 5.0'I Q 0 CONSULTANT �5�°A R�ti. '�,V��P R�� C� �' ��'•� �t4'C12,818 T° �:�6•30•15�,�� N�.� .•',Q 9�'•�. ...�� F CA�-�F KEYMAP �\: �..� �� ■ ��i� �. Ci ��.�� :�.��: � REVISION PROJECT NO. IL,rjrj9 DATE 12.13.13 DR4NRJ BV SCALE CHECKED BY RETAIL SHOPS 4 2A2.2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. O � COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY' MANUF:DUNN EDWARD TYPE:DE5181 Pz PAINT 2:"SUNSET COVE" MANUF:DUNN EDWARD TYPE:DEC708 P3 PAINT 3:"WHITE' MANUF:DUNNEDWARD TYPE:DEW380 P4 PAINT 4:"SHORTBREAD' MANUF:DUNNEDWARD TYPE:DE6134 P5 PAINT 5:"WARM HEARTH' MANUF:DUNN EDWARD NPE:DE6110 P6 PAINT 6:"GOLDEN CREST' MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT 7:"ALPACA WOOL" MANUF:DUNN EDWARD TYPE:DE6113 P$ PAINT 8:"DRY DUNE' MANUF:DUNNEDWARD TYPE:DE6114 P9 PAINT 9:"ENGLISH SCONE" MANUF:DUNN EDWARD TYPE:DE6108 � PAINT 10:'YUCATAN" MANUF:DUNN EDWARD TYPE:DE5269 �1 8 R2 QS 2 2, � I 36 . 7 � � +28'-0" 5 � SHEET KEYNOTES �MANUF 1DUNN EDWARD �MANUF ALUCOBOND WHITE" a S�TE TILE ROOFING OlEXTERIOR SHEATHING PER STRUCTURAL. TYPE:DE5268 TYPE:WALL PANEL �COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING OR� ROOF 1:'MCKINLEY HEIGHTS' P METAL PANEL:'ANODIZED CLEAR" PER STRUCT. MANUF:AMERICAN SLATE �MANUF:ALUCOBOND �3 LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:SLATE TILE TYPE:WALL PANEL R2 MOANUF�PR SID NnTIAL SHAKE BY CERTAINTEED �MOOD SOLYMPIC�CK RED" 4❑STONE VENEER SET IN CEMENT PLASTER. TYPE:COMPOSITE SHINGLES TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD �FABRIC AWNING SET ON ALUMINUM FRAME. R3 MANUF;BARRIDGEE^ �MAONU�FSOLYM��EAR STAIN" �6"IPE T8G WOOD BOARDS.CLEAR STAIN TYPE:STANDING SEAM METAL PANEL TYPE:T8G WOOD BOARDS CEDAR TRELLIS,BRACKETS,TRIM BOAROS, T� STONE 1:'EMBASSY BLEND" CT CERAMIC TILE 1:"DESERT SAND" a 8 FACIA BOARDS.STAINED OR PAINTED MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:STONE VENEER TYPE:CERAMIC TILE a SHEATHING PER STRUCT.,PAINTED. �M NUF 2.• . F� MANUF;�KAW EERNODI2ED �9 pER STR CTSLIGHT SAND TEXTURER ARN ED.COLOR: TYPE:STONE VENEER TYPE:DOOR/WINDOW FRAME SEE COLOR SCHEDULE BRICKI:'OLD CHICAGO&PALOMINO BLEND' AWNING:'BLACK' CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM B1 A1 �� WITH CLEAR GLAZING MANUF:CORONADO STONE MANUF:SUNBRELLA NPE:BRICK VENEER TYPE:FABRIC AWNING �� CLERESTORY WINDOWS WITH OPADUE WHITE FILM �PRECAST STONE:"CHAMPAGNE" AZ AWNING:'BLACK AND WHITE" MANUF:VENTURA CAST STONE MANUF:SUNBRELLA �2 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING PRECAST STONE:"DOESKIN' AWNING:'WHITE' �3 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR �MANUF:VENTURA CAST STONE A3 MANUF:SUNBRELLA EQUIVALENT.CLEAR ANODIZED. ALUMINUM FRAMED AWNING W/GLASS TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING 14 CANOPY C PRECAST STONE:"LIMESTONE' PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA MANUF:VENTURA CAST STONE �5 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH TYPE:TRIM,CORNICE,SILL&MEDALLIONS BRICK VENEER SET�N PLASTER SYSTEM. 6�� (RUNNING BOND PATTERN) 6 BRICK VENEER SET IN PLASTER SYSTEM. � (DOUBLE SOLDIER COURSE) P3 OO OO F1 �C ST2 O �S j7 LE.D.SPOTLIGHTFIXTURES 35 8 39 10 I I 15 4 I 7 18 CERAMIC TILE SET IN PLASTER SYSTEM. P3 P3 I I I �9 HM DOOR.PAINT TO MATCH ADJACENT WALL -----+32-�� 2O GAS METERS-PAINT TO MATCH ADJ.WALL +28,_O„ I- INDICATES BUILDING ADDRESS _ ^ _. _ _-__________ 21 �DORES J LOCATION-12'HIGH LETTERS �� 22 ALUMINUM CLAD PARAPET 23 ALUMINUM AND GLASS FOLDING FRENCH DOORSYSTEM � 24 ALUMINUM ANO GLASS SLIDING DOOR SYSTEM -- ,16-�„ 25 STEEL FR,4MED SIGNAGE STRUCTURE;SEE ' STRUCTURAL DRAWINGS AND DETAILS � 2B RETRACTABLE FABRIC AWNING. 27 METAL FRAME AWNING W/PERFORATED METAL � PANELS n 2$ BRICK OR STONE VENEER EXPANSION JOINT I N u 29 CEMENT PLASTER EXPANSION JOINT ■ M3Fi 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, up p PAINTED. ca r p�_p^ -- 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL � a 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 34 6"X 6'ACCESSIBILITY WINDOW DECAL SHOPS 4-WEST ELEVATION ��8" 2 +32'-0" ST2 3 � 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINt 36 BEYOND,CONNECT TO UNDERGROUND STOR� WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING 3$ 6'-0'DIA.TOWER CLOCK SURFACE MOUNTED C 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A; 4O ROOF SCREEN,SEE DETAILS 10/A7.8 4 I MECHANICAL ROOF WELL W/SCREEN 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT 44 TRANSFORMER 45 TRASH ENCLOSURE 46 �PE WOOD SPACED BOARDS IN STL FRAME 47 6'METAL SPACED SLA7S,IN STEEL FRAME 48 WATER FOUN7AIN FEATURE,SEE SHEET A7.0 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 SEE CLOCK TOWER ELEVATIONS 2 [ +29'-9--- I 1 � 36 �� 'v < ,, �I�I , . ��►:�� . ��til� SHOPS 4-SOUTH ELEVATION ��8" MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E�H R O 0 R I G U E 5 8 P n ft i�+E�S I ti C- �a 5 N o r t n w n I s m a n R o e a. S u 1 t e 2 0 a M a�n i a l n V i e w . C F B 5 0.9 6 5.0�0 0 CONSULTANT G�,'��P��Cy/�F ~��C�' �•.�� J��"C12,818`-P�� :�6•30•15�.:� Nj,��" r ti y•., 2 ��F CA��F� KEYMAP N 4 � ° DO REVISION I PROJECTNO. ZL.rjrj9 DATE 12.13.13 I 1 � DRAWNBY SCALE AS SHOWN 1 � CHECKED BY I I 1 ; ELEVATIONS � �� RETAIL SHOPS 4 � , � � � � � , , , ' 2A2.3 , i i i � � -I i 1 O 2013 KENNETH RODRIGUES 8 PARTNERS INC. CaLOR/MATERIAL KEYNOTES SHEET KEYNOTES PAINT 1:'GEORGIA CLAY" PAINT 9:'ENGLISH SCONE' BRICKI:"OLD CHICAGO&PALOMINO BLEND" CERAMIC TILE 1:'DESERT SAND' SIATE TILE ROOFING O/EXTERIOR SHEATHING PER P1 P9 81 CT � STRUCTURAL. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE TYPE:DE5181 TYPE:DE6108 TYPE:BRICK VENEER TYPE:CERAMIC TILE COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING BY PENINSULA BUILDING MATERIALS. Z PER STRUCT. OPz PAINT 2:"SUNSET COVE" � PAINT t0:"YUCATAN' C PRECAST STONE:'CHAMPAGNE' F� FRAME 1:CLEAR ANODIZED MANUF:DUNN EDWARD �MANUF:DUNN EDWARD MANUF;VENTURA CAST STONE MANUF:KAWNEER a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 TYPE:DE5269 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:DOOR/WINDOW FRAME P3 PAINT 3:'WHITE" �PAINT 11:"SUNDOWN" �PRECAST STONE:'DOESKIN' A� AWNING:"BLACK" 4❑STONE VENEER SET IN CEMENT PLASTER. MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DEW380 TYPE:DE5268 TYPE:TRIM,CORNICE,SILL&MEDALUONS TYPE:FABRIC AWNING �FABRIC AWNING SET ON ALUMINUM FRAME. OP4 PAINT 4:'SHORTBREAD' R� ROOF 1:"MCKINLEY HEIGHTS' C PRECAST STONE:'LIMESTONE" � AWNING"BLACK AND WHITE' MANUF:DUNN EDWARD O MANUF:AMERICAN SLATE MANUF:VENTURA CAST STONE O MANUF:SUNBRELLA 6❑6"IPE T&G WOOD BOARDS.CLEAR STAIN TYPE:DE6134 TYPE:SLATE TILE TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING ❑CEDAR TRELLIS,BRACKETS,TRIM BOARDS, OP5 PAINT 5:'WARM HEARTH" R2 ROOF 2:"PLATINUM" P METAL PANEL:"BONE WHITE' A3 AWNING:"WHITE" � 8 FACIA BOARDS.STAINED OR PAINTED MANUF:DUNN EDWARD O MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED �MANUF:ALUCOBOND O MANUF:SUNBRELLA BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE6110 TYPE:COMPOSITE SHINGIES TYPE:WALL PANEL TYPE:FABRIC AWNING �SHEATHING PER STRUCT.,PAINTEO. P6 PAINT 6:'GOLDEN CREST' R3 ROOF 5:"ZINC-COTE' �METAL PANEL:"ANODIZED CLEAR' ❑CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:ALUCOBOND 9 PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: TYPE:DE5353 TYPE:STANDING SEAM METAL PANEL TYPE:WALL PANEL SEE COLOR SCHEDULE PAINT 7:'ALPACA WOO�' STONE 1:"EMBASSY BLEND' WOOD STAIN:'BRICK RED' �� CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM P7 �T � WI7H CLEAR GLAZING MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:OLYMPIC TYPE:DE6113 TYPE:STONE VENEER TYPE:TRELUS,BRACKET,TRIM 8RD$FACIA BRD �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM OP$ PAINT 8:"DRY DUNE" T STONE 2:" ' S WOOD STAIN:'CLEAR STAIN' ! MANUF:DUNN EDWARD �MANUF: �MANUF:OLYMPIC 12 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:STONE VENEER TYPE:T&G WOOD BOARDS 13 2�EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT.CLEAR ANODIZED. aALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA I 2 3 3 � 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. 6� BRICK VENEER SET IN PLASTER SYSTEM. ST2 F1 NS R1 S1 A1 R1 F1 QS ST2 A1 �(RUNNING BOND PATTERN) 4 7 41 1 10 23 7 26 21 1 41 ! 7 23 10 4 pg 6_ BRICK VENEER SET IN P�nSTER SYSTEM. I I I I II',j!i ; I �(DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTUGHT FIXTURES I � ,� � I 1$ CERAMIC TIIE SET IN PLASTER SYSTEM. I I ( � � I I I I � ��.!�. �� I �9 HM DOOR.PA�NT TO MATCH ADJACENT WALL +27_2� 20 GAS METERS-PAINT TO MATCH ADJ.WALL -"-"-"-"- (- INDICATES BUILDING ADDRESS 2� JIDDRES J LOCATION-12"HIGH LETTERS L 22 ALUMINUM CLAD PARAPET 23 ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM i --__---__ � --- -- 24 ALUMINUM AND GLASS SLIDING DOOR z��a�rinn�_n��n �n n� SYSTEM +14._�=_--- ----+ 25 STEEL FR.4MED SIGNAGE STRUCTURE;SEE � STRUCTURAL ORAWINGS AND DETAILS �� I I �� u 26 RETRACTABLE FABRIC AWNING. N 2� METAL FRAME AWNING W/PERFORATED METAL 36 � � 36 P/+NELS 0 33 28 BRICK OR STONE VENEER EXPANSION JOINT ; o�-o. 20 � �� ' , o. . , u , 29 CEMENT PLASTER EXPANSION JOINT ---- 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, � „ PAINTED. 34 34 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL SOUTH ELEVATION ��8�� 3 NORTH ELEVATION 1/a" '� 32 DECORATIVELIGHTFIXTURE,SEEELECTRICALDWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 34 6"X 6"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS A B C C B A 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL S1 ST2 QS A1 ST2 A1 F1 QS F1 �$ 37 PREFINISHED ALUMINUM CAP FLASHING 7 4 10 41 36 7 26 24 2� 30 4 26 7 41 24 10 7 38 6'-0"DIA.TOWER CIOCK SURFACE MOUNTED DIAL I I I � � � 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 � o a � �� 40 ROOF SCREEN,SEE DETAILS 10/A7.8 I ( I � � I I I I 41 MECHANICAL ROOF WELL W/SCREEN � —_—_—_ I——_ _—---— I I ' ! � � I � _—_ _— _ _—� --_——_— 42 POTENTIAL DOORS FOR FUTURE +27'-2" � +27�-2" TENANT , � � � 43 BOARD AND BATTEN SCARF JOINT 3.5 r � � ' � �3 5 44 TRANSFORMER _ p1 I � � ' �" ��'e _ _ 45 TRASH ENCLOSURE �n I I IPE WOOD SPACED BOARDS IN 111 �--�- -�_-� � 46 STL FRAME +�4�.�_ ( . m NII I�p a +.14--0�� __ _ dp � gfss� N�� + % ___ 47 6'METAL SPACED SLATS,IN STEEL FRAME -..1 u su w �- � - - - -- -- �i jj p M � - - - - 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 11 M p �II IN M j i� �" � iii iw M � 49 WROGHT IRON BARN BRACKET AND WELL �N �� 38 p �� q � ' PULLEY WITH UGHT FIXTURE,SEE SHEET A7.0 I � '�a � � �� N' � �� II 11 ___ �_ � Q"O" II III I M p ap� Ni `�.. - "u " 0'_0" WEST ELEVATION 1�$° 4 EAST ELEVATION ��a° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R I G U E S 8 P F R T N E R S I N C. ��5 N o r t� W�I s m a n R o e 0, S u I t e 2 0 0 Mou ntain V Isw . C A B 5 0.4 6 5.0'!0 0 CONSULTANT �s�°A R�ti. Vk,;:P R��/2i''••�t� ti,•',�j� �:•.n� ��"C 12.818`-n� *i�6•30•15 T�� (P'.3- ��,Q �' � 9��''•.. .'� �F CA�1� - /�� \ „ i ��`� � �� '�= .:� ■� ;��;` '�r � :r .L: -,-�� __ _.�._.�.... � �■�'' �14��1:�.n: REVISION PROJECT NO. 22,�J�J9 DATE 12.13.13 DR4WN BY SCAIE AS SHOWN CHECKEO BV ELEVATIONS RETAi L PAD 3 2A2.4 O2013 KENNETH RODRIGUES&PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED COLOR/MATERIAL KEYNOTES SH EET KEYNOTES BY PENINSULA BUILDING MATERIALS. ❑ SLATE TILE ROOFING O/EXTERIOR SHEATHING PER P� PAINT 7:"GEORGIA CLAY' � MANUF:DUNN EDWARD STRUCTURAL. TYPE:DE518t �COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING 'I R� 2 B R� A Pz PAINT 2:"SUNSET COVE" PER STRUCT. MANUF:DUNN EDWARO D LARGE CUT STONE VENEER SET IN CEMENT PLASTER. � � 7YPE:DEC708 P3 MANUF:UNN EDWARD � STONE VENEER SET IN CEMENT PLASTER. i i i i �2 �z TYPE:DEW380 �FABRIC AWNING SET ON ALUMINUM FRAME. I +SO�-O" �4 P5 +50�-0" �4 PS PAINT 4:'SHORTBREAD" —"—'—'—'—"—"— '— —"—"—'—'—'—"— '— P4 MANUF:DUNN EDWARD 6D 6"IPE T8G WOOD BOARDS.CLEAR STAIN TYPE:DE6134 30 30 �CEDAR TRELLIS,BRACKETS,TRIM BOARDS, O PAINT 5:'WARM HEARTH' � 8 FACIA BOARDS.STAINED OR PAINTED I�;j�; i;i;;! i ' ;,i PS MANUF:DUNN EDWARD � ;;,;: 3� 38 ,� (�' I ' � '�s� 38 ❑BOARD AND BATTEN WOOD SIDING O/EXTERIOR .i i1 TYPE:DE6110 S ;:;;� � i:. I SHEATHING PER STRUCT.,PAINTED. � ' " � : �j;� � !! O PAINT 6:"GOLDEN CREST" ❑CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING i:,: � ` gg � 36 P6 9 �' � ' MANUF:DUNN EDWARD PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: i �; �;� � ��I II �� ,; j;I ! � :) TYPE:DE5353 SEE COLOR SCHEDULE i;!i i! '''��' �i j;; i' j'I� I •� CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM . !!�j'� ;: B P3 � I PAINT 7:"ALPACA WOOL• 10 BACKIIT ' �; BACKLIT ; � � '� ' ;j a P3 P� MANUF:DUNN EDWARD WITH CLEAR GLAZING SIGN � , � '��!'• �' SIGN � !, ; �� CLERESTORY WINDOWS WITH i;, ' ;� NPE:DE6113 i:�i i �" I �I �� OPAQUE WHITE FILM � i;,; � I; I;. �� ;, �7 � jj 17 PAINT8:"DRYDUNE' ii�� .;E�i !�i , i �� i P8 +30�-0" E ��i� ;:I li +3Q'�" ;: ; MANUF:DUNN EDWARD �j MTL FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 � �� 15 �C . . �� , 15 �C 2'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR PAINT 9:"ENGLISH SCONE' 13 , P9 MANUF:DUNN EDWARD � EQUIVALENT.CLEAR ANODI2ED. ALUMINUM FRAMED AWNING W/GLASS � TYPE:DE6108 14 CANOPY u u � � �PAINT 10:"YUCATAN" PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA p ii MANUF:DUNN EDWARD �5 CAST STONE,INC.,OR E�UIV.TEXTURE:SMOOTH FINISH. �' 49 " � 49 TYPE:DE5269 BRICK VENEER SET IN PLASTER SYSTEM. PAINT 11:'SUNDOWN' i �� (RUNNING BOND PATTERN) �� MANUF:DUNN EDWARD BRICK VENEER SET IN PLASTER SYSTEM. +�6_"0� �� +�6�'�+ �� TYPE:DE5268 �(DOUBLE SOLDIER COURSE) ' 15 �C � � �5 � O ROOF 1:"MCKINLEY HEIGHTS" a �i �� R� MANUF:AMERICAN SLATE 17 L.E.D.SPOTUGHT FIXTURES TYPE:SLATE TILE �� R2 ROOF 2'PLATINUM' 18 CERAMIC TILE SET IN PLASTER SYSTEM. i� �i 4 STZ i� �� 4 ST O MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED 19 HM DOOR.PAINT TO MATCH ADJACENT WALL TYPE:COMPOSITE SHINGLES � i � i ROOF 5:21NGCOTE' R3 MANUF:BARRIDGE 20 C,AS METERS-PAINT TO MATCH ADJ.WALL TYPE:STANDING SEAM META�PANEI 21 rAODRES� INDICATES BUILDING ADDRESS O�-O" �� i O�-O" �� T STONE 1:"EMBASSY BLEND' L__J LOCATION-12"HIGH LETTERS — �MANUF:CORONADO STONE 22 ,q�UMINUM CLAD PARAPET uJ U u TYPE:STONE VENEER �q�UMINUM AND GLASS FOLDING FRENCH �STONE 2:" " 23 DOOR SYSTEM MANUF: TYPE:STONE VENEER 24 ALUMINUM AND GLASS SLIDING DOOR BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" SYSTEM B� MANUF:CORONADO STONE 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE TYPE:BRICK VENEER STRUCTURAL DRAWINGS AND DETAILS SOUTH ELEVATION ��8� � EAST ELEVATION ��8� � �MANUFSVENTOURACAST^STONE• 26 RETRACTABLEFABRICAWNING. TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 27 METP,�FRAME AWNING W/PERFORATED METAL �PRECAST STONE:'DOESKIN' PANELS MANUF:VENTURA CAST STONE 28 BRICK OR STONE VENEER EXPANSION JOINT TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS �PRECAST STONE:'UMESTONE' ZJ CEMENT PLASTER EXPANSION JOINT 2 R1 � A Rl B TYPE:TRIM,CORN CE,SILL&MEDALLIONS 3Q �LV.SHEET METAL GUTTER AND DOWNSPOUT, 1 1 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �MAN FPALUCOBOND WHITE' I I I � TYFE:WALL PANEL �METAL PANEL:'ANODIZED CIEAR' 32 DECORATNE LIGHT FIXTURE,SEE ELECTRICAL DWGS +50�-0" 12 �2 P MANUF:ALUCOBOND �4 �4 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE _._____.______ __ +50�-0"._�._�._ ._ TYPE:WALL PANEL 33 PREVENTION BUREAU REQUIREMENTS P3 30 p3 30 Q W�D STAIN:"BRICK RED' 34 6"X 6"ACCESSIBILITY WINDOW DECAL MANUF:OLYMPIC : .;� �. :�• � TYPE:TRELIIS,BRACKET,TRIM BRD&FACIA BRD 35 LINE OF ROOF SLOPE BEYOND ! jj��i� ''i; �; 38 ,?;� � `' � * 38 �WOOD STAIN:'CLEAR STAIN' LINE OF ROOF DRAINS AND OVERFLOW DRAINS ! �,�, ; !;� � MANUF:OLYMPIC 36 BEYOND,CONNECT TO UNDERGROUND STORM !;" �' 36 j; ��' � . 36 TYFE:T&G WOOD BOARDS WATER SYSTEM PER CIVIL i '�' ,:! !' ' CERAMIC TILE t:'DESERT SAND' ! �:�;�� .i.i � 3; ��I I � 37 PREFINISHED ALUMINUM CAP FLASHING ?:I i ; �;� � MANU F:AL TA VIS TA BY D A L TI L E � ��'' I;!�i . $ p3 � � I �� ! $ P3 TYPE:CERAMIC TILE 3g 6'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL l; E , "j ',,; i! ; ; ' I FRAME 1:CLEAR ANODIZED �. , ;. 17 ��? ,: I i ,�� F� MANUF:KAWNEER 3g WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 +30�« � i�i;i I i�i; '. TYPE:DOORNVINDOW FRAME +30'-0" !II ! � ��, O AWNING:"BLACK" 40 ROOF SCREEN,SEE DETAILS 10lA7.8 _'--------'_ ry �� ' �5 � -- --'—�'_ �� i�' 15 � A1 MANUF:SUNBRELLA TYPE:FABRIC AWNING 41 MECHANICAL ROOF WELL W/SCREEN � �� i� O AWNING:"BIACK AND WHITE' MANUF:SUNBRELLA 42 P�TENTIAL DOORS FOR FUTURE � TYPE:FABRIC AWNING TENANT �� 49 '� 49 A3 AWNING:"WHITE' 43 BOARD AND BATTEN SCARF JOINT 1 O MANUF:SUNBRELLA 44 TRANSFORMER i� � �� TYPE:FABRIC AWNING +16—�� +�s,�� 4S TRASH ENCLOSURE —�-- ' 15 �C �� 15 �C �� p 46 �PE WOOD SPACED BOARDS IN � � STL FRAME ii �� 47 6'METAL SPACED SLATS,�N STEEL FRAME �' u 4 ST2 i N 4 ST 4H WATER FOUNTAIN FEATURE,SEE SHEET A7.0 , , , 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 �i �� 0'-0" � 0'-0" � n u u �i n u u u u u u u NORTH ELEVATION �ie° 4 WEST ELEVATION �i8° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T M R O D R I G U E 5 8 V A R T N E R S 1 N C. ��5 N o r 1 n w n I a m�n R o a e. S u 1 1 e Y o 0 uo��.�� vi.w . c� e s o.a e s.o�a o CONSULTANT `'�AR�'yi c.,`�'P�ROD�''''•�F '",l�' �•.n� J�w C12,818 T; *e�6•30•15 * N: ��Q �'•, 9'•.., �pF CA��F� �Y� N 0 � ��,..��_ � Revisron PROJECT NO. 22,rjrj9 DATE 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY ELEVATIONS CLOCKTOWER 2A2.5 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. . COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY" �PAINT 11:'SUNOOWN' �METAL PANEL"BONE WHITE' �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER �] LE.D.SPOTLIGHT FIXTURES 34 MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:ALUCOBOND STRUCTURAL. 6"X 6"ACCESS�BILIN WINDOW DECAL TYPE:DE5181 TYPE:DE5268 NPE:WALL PANEL COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING LINE OF ROOF SLOPE BEYOND D �$ CERAMIC TILE SET IN PLASTER SYSTEM. 35 PZ PAINT 2:"SUNSET COVE' R� ROOF 1:'MCKINLEY HEIGHTS' �METAL PANEI:'ANODIZED CLEAR' PER STRUCT. MANUF:DUNN EDWARD MANUF:AMERICAN SLATE MANUF:ALUCOBOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS TYPE:DEC708 TYPE:SLATE TILE TYPE:WALL PANEL a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 19 HM DOOR.PAINT TO MATCH ADJACENT WALL 3Fi BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL P3 PAINT 3:"WHITE' R2 ROOF 2:"PLATINUM' �WOOD STAIN:"BRICK RED' a STONE VENEER SET IN CEMENT PLASTER. 20 GAS METERS-PAINT TO MATCH ADJ.WALL 37 PREFINISHED ALUMINUM CAP FLASHING MANUF:DUNN E�WARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:OLYMPIC r----� INDICATES BUILDING ADDRESS TYPE:DEW380 TYPE:COMPOSITE SHINGLES TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD 5 FABRIC AWNING SET ON ALUMINUM FRAME. 21 �1DDRESS# 3$ 6'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL P4 PAINT 4:"SHORTBREAD' R3 ROOF 5:'ZINGCOTE" S WOOD STAIN:"CLEAR STAIN' � L___I LOCATION-12'HIGH LETTERS O MANUF:DUNN EDWARD O MANUF:BARRIDGE �MANUF:OLYMPIC �6'IPE T8G WOOD BOARDS.CLEAR STAIN 22 ALUMINUM CLAD PARAPET 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 TYPE:DE6134 TYPE:STANDING SEAM METAL PANEL TYPE:T8G WOOD BOARDS CEDAR TRELLIS,BRACKETS,TRIM BOARDS, ALUMINUM AND C,LASS FOLDING FRENCH P5 PAINT 5:"WARM HEARTH" �STONE 1:'EMBASSY BLEN�" �CERAMIC TILE 1:"DESERT SAND' D&FACIA BOARDS.STAINED OR PAINTED 23 DOOR SYSTEM 4O ROOF SCREEN,SEE DETAILS 10/A7.8 MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE BOARD AND BATTEN WOOD SIDING OIEXTERIOR ALUMINUM AND GLASS SLIDING DOOR TYPE:DE6110 TYPE:STONE VENEER TYPE:CERAMIC TILE �SHEATHING PER STRUCT.,PAINTED. 24 SYSTEM 41 MECHANICAL ROOF WELL W!SCREEN P6 PAINT 6:"GOLDEN CREST' T STONE 2:' ' F� FRAME 1:CLEAR ANODIZED CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING STEEL FRAMED SIGNAGE STRUCTURE;SEE POTENTIAL DOORS FOR FUTURE MANUF:DUNN EDWARD MANUF: O MANUF:KAWNEER a PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: 25 STRUCTURAL DRAWINGS AND DETAILS 42 TENANT TYPE:DE5353 TYPE:STONE VENEER TYPE:DOOR/WINDOW FRAME SEE COLOR SCHEDULE 43 BOARD AND BATTEN SCARF JOINT PAINT 7:'ALPACA WOOL" BRICKI:'OLD CHICAGO&PALOMINO B�END" AWNING:"BLACK" �� CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM 26 RETRACTABLE FABRIC AWNING. � P7 B1 A1 Q WITH CLEAR GLAZING MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELLA METAL FRAME AWNING W/PERFORATED METAL TYPE:DE6113 NPE:BRICK VENEER TYPE:FABRIC AWNING ❑CLERESTORY WINDOWS WITH 2� 44 TRANSFORMER �� OPAQUE WHITE FILM PANELS PAINT 8:"DRY DUNE' PRECAST STONE:'CHAMPAGNE" AWNING:"BLACK AND WHITE' 45 TRASH ENCLOSURE P8 �C A2 2$ BRICK OR STONE VENEER EXPANSION JOINT MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA 12 MTL FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING IPE WOOD SPACED BOARDS IN PAINT 9:"ENGLISH SCONE" PRECAST STONE:'DOESKIN" AWNING:"WHITE' 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR 29 CEMENT PLASTER EXPANSION JOINT 46 STL FRAME P9 �C A3 EQUIVALENT.CLEAR ANODIZED. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA ALUMINUM FRAMED AWNING W/GLASS 3O GALV.SHEET METAL GUTTER AND DOWNSPOUT, 47 6'METAL SPACED SLATS,IN STEEL FRAME TYPE:DE6108 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING 14 CANOPY PAINTED. �PAINT 10:"YUCATAN' �PRECAST STONE:'LIMESTONE' Q PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALI 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. TYPE:DE5269 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 6_� BRICK VENEER SET IN PLASTER SYSTEM. 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWG: 49 WROGHT IRON BARN BRACKET AND WELL �(RUNNING BOND PATTERN) PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 �BRICK VENEER SET IN PLASTER SYSTEM. 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE (DOUBLE SOLDIER COURSE) PREVENTION BUREAU REQUIREMENTS � NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED �`1 J1 2 n n BY PENINSULA BUILDING MATERIALS.� ^ ST2 �P I ST2 P3 S �S Y Q QS F1 C1 �/�P QS ST2 �P F1 P3 �S C1 �S Y 4 45 12 4 35 10 8 7 37 7 � 7 7 15 12 7 4 12 34 11 10 8 35 34 7 15 7 I I I I I I � � I I ------�27'-0" ------�27:-0" � i i i +14'-0" +14'-0" I 1 , � o�_o�� o�_o� 6 20 BEHIND SOUTH ELEVATION 1�$° 2 EAST ELEVATION ��$° 1 � 3 2 � � � P ST2 C� I S P3 S P S P3 ST2 C1 � � O � � F� � O � �� T2 �S ST2 � � O O 12 4 10 37 15 � 7 I 35 7 8 7 12 45 6 4 ( 7 4 12 37 7 10 8 35 11 45 4 15 21 I I I I � I I � . I I I � . +27 0" ---^--�+27'-} i � i i � 1 14'0" a 36 ssss "_� "M j � I� IIM 11 � 11 I ' 36 '� N i I � 33 i�" u i a i a a i� � i _ r � u 20 BEHIND NORTH ELEVATION ��8• 4 WEST ELEVATION ��$" 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R 0 D R I G U E 5 8 P A R T N E F 5 I N C. ..s n o��n w n i,m,� n o a a, s�i�s z o 0 M o u n�e I n V i s w . C A 6 5 0.9 6 5.0 1 0 0 CONSULTANT �S�°A R�ti. �..��P�� c� �.� �N:� `�C,2.8,8- � �:�6•30•15 T�� N�. ��,Q �' . � 9�'••. ..•'�' �F CA�1F � -�, /II� ��. �, �� - �� = ■ .-. :, ,�� _r:��__._,� - �—� � �:,. . �,,...... �.� ._. ■� •�, �I��■�....»._ REVISION PROJECT NO. 22,Jrrj9 DATE 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY ELEVATIONS RETAIL SHOPS 5 2A2.6 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. a SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WAIL CONSTRUCTED �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ON 6"CONCRETE CURB(WHERE OCCURS) DRAWINGS PREVENTION BUREAU REQUIREMENTS � CENTER SET COLEAR GLAZ NG DOW SYSTEM WITH 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 2� STRUCTURAL COLUMN,SEE STRUCT.DWGS. �3 STOREFRONT ENTRY DOOR WITH CLEAR 13 FO EQUIPMENOTO AYOUT LECTRICAL DRAWINGS 22 "NANAWALL"-SLIDING DOOR SYSTEM GLAZI NG 4❑ LINE OF METAL CANOPY ABOVE 14 D CK IRE RATED ASSEMBLY WALL TO ROOF 23 "NANAWALI"-FOLDING FRENCH DOOR SYSTEM � LINE OF CANVAS AWNING ABOVE 15 GAS METERS,SEE PLUMBING DWGS. 2q STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 6� LINE OF WOOD TRELLIS ABOVE �g ROOF ACCESS LADDER WITH HATCH ABOVE 25 LINE OF WINDOW SILL aCONCRETE SLAB ON GRADE,SEE STRUCTURAL 26 POTENTIAL DOORS FOR FUTURE TENANT DRAWINGS �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. aLINE OF METAL FRAMED CANOPY WITH GLASS SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. z7 TRASH ENCLOSURE AWNING OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 18 COLUMN(PROVIDE CONCRETE SPLASH 28 TRANSFORMER LOCATION WITH SCREENING �g LINE OF ROOF OVERHANG ABOVE BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER I� LINE OF SOFFIT ABOVE 30'-0" LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE �� DOOR TYPE DESIGNATION,SEE DOOR AND SEE ELEVATIONS FOR FINISH) SCHEDULE INTERIOR WALL(NON-RATED) O WINDOW TYPE DESIGNATION,SEE WIND� 1 LAYER"TYPE X"GYP.BD.EACH SIDE SCHEDULE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) GENERAL NOTES 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO �. NOT A�L NOTES APPLY TO THIS SHEET UNDERSIDE OF ROOF STRUCTURE 2. AL�DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. 146'-0" 30'-3" 29'-6" 36'-3" 3" 3" o , o , , 7'-9" 14'-0" 7'-9" � I � 17 10 1 17 o `O o I SEE FLOOR PLAN-PAD - - - - - � - - - `� - '____ '_'_'_ � � � - _ CO 2 3 �� . _ : �'� ,,. � 1 i� --- ■'■.i: -- ■ ■ � , 3 ,�. j ,� : ::2_ �; I 10: �' � 3 2 1 � � � • _ • � i � � � � � — . = i i _ � , �g• � � 3. � 2'-3" � I�3� ,-0"� ' ( 22'-0" '-0" 18'-0" 24'-0" 30 3 ' ' ;7'-9" 14'-0" 7'-9"� � 33'-6" i i �--------------------- -----= -'------ ------=-'------ -------�-�--------- ----------- -- ---_�y_-------------- �----- ------- 1' i i i i r ° 17 i i � O � � � i � � , , ;. , ..;; : i � � — ---- - - - - - - ---------- — i i ..._-- .—._. . ._ � . - - -- e i i _ L _ . __.. . � � _ � _ `v O 5-D so� � � , _ , , � � � ----------- - � �,�„ � � i , ; ; i i i � i � � ' � � I 1 I I �_'____ � ______________ ___ ' __'_J __"___'_ _'�_`___________— _—`_`_____" '� SEfi (�iR PLAN 4 � � � � S - � - - - � - — - - ' TOWER 00 ;� ' - - - - � � � � i i O �r8 O ' � ' ' i I I I � -------� --- - - � - � I I 21 - - - - - - �- - - - - - - -� - - - - - 25 � � � � � � O O I ( I ■ I RETAIL LEASE SPACE SEE FLOOR PLAN-SHOPS 4 � a'a q Q �a �% I I ��718 SF I f �% � CV 18 I ( 18 � ^ I 21 TYP. I 11'-3" 21 � /� 4 �}— - - - - - - - - - - - - - - - - —�=�' - � v �. _. ._._._._._._._._._. ._._._._. 25 � — — — — — — �— — — �.�� — — — —� — — — — — Q 1 '�. \'\•\ c GO .__._ �s � O \ '\ ■ 2 I I 13 \'�.�� I ` � �♦�. 12 11 27 �.�.�.�. � I ( N \\\ I .�� \� �'�'�'� i ,��w � � \�.�.�.�.I.�.�.�.�.�.�.�.�. .�. .�.�.�.�.�.�. � i O �.�.�.�. �.�.�.�.�.�.�.�. .�.�._._.�.�.�.�. � ' � � � ' �� 19 � 5�F " 10 _ U� � O � I �' 0 ��-6" N �I � I CV Q I �% ` — \J 4 0 I s� fV � � -� O 0 o ° __ Cr N fV i� — \J O ii -:;,o i� ;� ,. � C� �I -..... �; _ o _ ..._, o t0 � _ � _ � 0 0 v N MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H 0.O D R I G U E 8 8 P�R T N E R 5 I N C. �+s r+o��n w n I s m a n A o.a, s u��. 2 0 0 Mo��i.i� vie. . c� a s o.c e s.o�o 0 CONSULTANT �S�AR�yi C�� P_F�� t�` ti,� �� n *W C12,818 T* �6•30•15� N��OF CA��,Q � �II� �' �I �/ ;L`j ,, ■� .:.,F ` •�►_\\•�_j � ' °� � �r. -:��:-.-�� «r—«Mw�W �� '■i 1 �;��:•�i.: I REVISION a�o.�cT ra. 22.559 on� 12.13.13 DRAWN BY sc,uE AS SHOWN CHECKEDBY � , H H . � FLOOR PLAN �; � � �. � � �. , � .� � � .� a, - � � � � ^, � � � � � � � � • � -� � �` RETAIL SHOPS 3 � i � � � � � � . ---------�-i- -'- , ,- -- ---- ------ --- -----�----- ----- ----=- --- -- - ----- --- ------ --- --- - ------ - - --------------------------- - ------------� . � =:-._.. .; ._.._::;-_ - _ ::_� ----_� ;:._ � � 4 � � 26 10 20 � 26 � 15 l 1' - _ 9,-0" 4,-6" 4' 9'-0" 4'-6" 4' 9'-0" 6'-6" '-3" 7'-9" 14'-0" 7'-9" 33'9" 17 2 A 3■0 � "S"'. 4-0 '-0" 3'-0" ��. �. 3�"�� 3�"�� 3�"�� "�� 46'-0" o FLOORPLAN RETAIL SHOPS 3( 9,718 SF) ��s• � CO n113KENNETMROORIGUESBPARTNERS,INC. SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ON 6"CONCRETE CURB(WHERE OCCURS) DRAWINGS PREVENTION BUREAU REQUIREMENTS � ALUMINUM STOREFRONT WINDOW SYSTEM WITH 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 2� STRUCTURAL COLUMN,SEE STRUCT.DWGS. CENTER SET CLEAR GLAZING 3a STOREFRONT ENTRY DOOR WITH CLEAR t3 FOR EQ IPMENTO AYOUT LECTRICAL DRAWINGS 22 "NANAWALL'-SLIDING DOOR SYSTEM GLAZING 4� LINE OF METAL CANOPY ABOVE 14 DECK�RE RATED ASSEMBLY WALL TO ROOF 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM � LINE OF CANVAS AWNING ABOVE 15 GAS METERS,SEE PLUMBING DWGS. 2q STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH � LINE OF WOOD TRELLIS ABOVE 25 LINE OF WINDOW SILL 16 ROOF ACCESS LADDER WITH HATCH ABOVE � DRAWWGS SLAB ON GRADE,SEE STRUCTURAL �� S�I.AI B EDGE,SEE�CEVILAND P�LUMBING DWGSBLDG. 26 POTENTIAL DOORS FOR FUTURE TENANT � LINE OF METAL FRAMED CANOPY WITH GLASS 27 TRASH ENCLOSURE AWNING 18 COOLUMN(PROVIDE ONCRETE SPLA H�OM OF 28 TRANSFORMER LOCATION WITH SCREENING g❑ LINE OF ROOF OVERHANG ABOVE BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER n LINE OF SOFFIT ABOVE o� N � ol o � � 30'-0" � 2'-6" I L I! � I 27'-6' � - - I ' � . / . , � � � � ��-�' I � 30'-3" 0 3" 30'-0' 7'-9" V V — �--�— • 2 3 6 I10 I 6 � � � " I nr� rn I -, ` :' � '! il i, � �� i� ; �; ,� , � �— --�� --1— — —�� 1 =T �: __ �. = _ �-lA�== ==�#If�== __��_ ��_____ f � . ,: � `rrr� ,�—rr, `s__�, � i�� ii i, � i� �; ii � � � � . 11-4" I '1 ,i II !i � I� �� •.I ii :' '; i :� � _�__iL�L----------'1LiL—�— —�------1�1�-------------�1�-----�------_L_L------�-----1'_�-------- I i O i s-D I I I ��_ o :; DO Fr�� o - � �r o i:}. 00 .�- ��--_- � � �-_. .�_ -r_=- _�rt 0 w .}� t ... O �p t1�:: O �I � 4 29'-6" 14'-0" 1� �� LEGEND EXTERIOR WALL MAI N STRE ET EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING �� DOOR TYPE DESIGNATION,SEE DOOR C U P E RT I N O (SEE STRUCT.DWGS FOR FRAMING SIZE SCHEDULE AND SEE ELEVATIONS FOR FINISH) O WINDOW TYPE DESIGNATION,SEE WINDOW INTERIOR WALL(NON-RATED) SCHEDULE 1 LAYER"TYPE X"GYP.BD.EACH SIDE STEVENS CREEK @ FINCH OVER 6"METAL STUD FRAMING,EXTEND TO CUPERTINO, CA UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL ASA CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) GENERAL NOTES 1 LAYER"TYPE X"GYP.BD.EACH SIDE S U B M I TTAL OVER 6"METAL STUD FRAMING,EXTEND TO 1. NOT ALL NOTES APPLY TO THIS SHEET UNDERSIDE OF ROOF STRUCTURE 2, ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 5 6 7 REDWOOD CITY, CA 94065 24'�" 30'-0' 26'0" � 3" � � � '-6" 11 7'-9" 24'-0" 30'-0" 18' S'-6" '-0" � 17 ' I ( K E N N E T M R O D R I G U E 5 8 P�R T N E R S 1 N C. f? f' r} fi f7 fl ' r; � r (1 ,r; fi �^^n n �; i ; �, ., �,�; � ��,I�i �� 5 No,in wni.m.� no.a. s�i�. soo 10 2 ��i li !; I li . ,I .; i I 1 --- -- � --- .— --.- �� ----- i�j —_." __ � —'-- i � -- �.�!i.l� — __ _ ' �__ Mount�in Vi�w . C� 650.865.0100 ( � � __—_ (.� � �—__ I. �� 1 `, ' � i'E� il I� ?I il 'i !; , !! i! ;i i'�i iiil il � . . . . `: i 1�. �J CONSULTANT � IE i: U I! ii il '� �; i! :! fl ii ;� I'• +i II � ------------J1J_-----�------J1 1---------�--�1�1�-----------:1:1------ ----��_1------------11 1--�--' „I!1i111 � — — ; � si!iii�i S�ARCy� ; :i i(I�iP ��ao� � � �,�':��P' �'�c� � �`'•� -i J: C12,818 N: --- -------- u' ; H �e O � � *��s-ao�,s�:tt i - — N�; ,� , •---- -------- � 9�•��. � ----' 1 I i ; � �F CA�-1F � �r�"rr � i � I O I — � I _ � � � � _ — i�i i 'i � i i , � � K�rn,� N � � I I I i � i I I 1 _ : �--_� - - -� = - - ---4-- - - - �---- - - -� - - - - - - �- � 2 � � _ _ _ _ _ _ _ _ _ _ _ _ _ I I � ' � � � 17 I I I I I 21 TYP. � 17 0 �a ETAIL LEASE SPAC 1a I I � � I I � � � � � 12,616 SF � � � 25 ��-6• - -•-•-•-•- •-•-•-•-• � °� -��-�-�-�-�-� �-�-�-�-� �� ( .,.,_ - �� - - —� - - - - —�—- - - -i - - - - - - �-— r- ��. o � \\ - - - - - - - ( I � .�� ..� - - - .\� - �2 �� 16 •�� I I I I I .�� o 25 � 13 \\.� �__._._._._._._._._._._._._._I_._._._._._._._._._._._._._.�._._._._._._._._._._._._�_._._._._._._. _. ._._._._._�_______ � N \\'`.-•-I-._._._._._._._._._._._.._._._i-•-•-•-•-•-•-•-•-•-•-•-•-•-•-I•-•-•-•-•-•-•-•-•-•-•-•-I-•-•-•-•-•-•-• •-•-•-•-•-•-•-I-•-•-•-•-•-•� , � I � � ! O 19 • � � � 8 � � � O � � � � � M� `i' I � v � � , ` �` � ,� � � � � a� �as�.,`� �w rs � , � o� � �r. � �u � +�; I , : ,7 � � � ---------- --------- --------- ---------- - -- -- ----- - -- -- --------- ------- -----� - ---------------- -- ---- ------- ----- -- � ----------.-!----T,r; r n n n•,�_r:. —— �� tr r�rr�r t�: �7 1s zo zs 1 2 1 2 zs � � �, . 10 2s � �;�{ ' �� ,;;�iI€�i��i _ _ _ �-- �� 1i::�1 Ll-I 1-!` 27'-6" '-3" 9'-0" 4'-6" 4'-6" 9'-0' 9 0'-6" 7'-9" 14'-0' 7'-9" 10'�" 9'-0" 9'-0" 9'-0" 4 6" 4'-6" 9'-0' � !;:i S:a--!1-!' �uuuu 2,�6� 3„ 3,-0, 3,-0„ _ 3,-0, 3, 3, _ 3'-0" 1'-6 3'-d' 3'-0 3'-0" 3'-0` 4'-0� '-6" - ��-0, FLOOR PLAN RETAIL SHOPS 4 ( 12,616 SF) � ��8° � 1 �j � ■� ..,.._�� •;_ _ _ � :� :, � �r: - ��: _,_,� ; �--.-.�-.� � .�,�: . � .,...... : .�.��,::-. REVISION PROJECT NO. L�L.rJ�J9 DATE 12.13.13 DRAWN BV SCALE AS SHOWN CHECKEU BY FLOOR PLAN RETAIL SHOPS 4 2A3. 1 O2013 KENNETH RODRIGUES&PARTNERS,INC. � i c .,.,,„» CLOCKTOWER FLOOR PLAN I �ra�� 50'-°" SHEET KEYNOTES aEXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED a, 17 25'-0" 25'-0" ON 6"CONCRETE CURB(WHERE OCCURS) � � � CENTER ET COLEAR GLAZ NG DOW SYSTEM WITH � � s�-o� ,s,_o. ,_o° �_o• , ; s�-o° s�-o° z, � � -------------------- ---��--- ---------- 3� STOREFRONT ENTRY DOOR WITH CLEAR -i�r - -�'-- ---- - GLAZING �„� 5 �`.� �.'��`.�'-� �� . �„� 4� LINE OF METAL CANOPY ABOVE ia A�bVE 21 Vi4AOVE 23 io 5� LINE OF CANVAS AWNING ABOVE � I � i Zz PA � 22 � � � 6� LINE OF WOOD TRELLIS ABOVE � Q � ' � � R ETAI L L E S E S PAC E J02 � I � 4 a CONCRETE SLAB ON GRADE,SEE STRUCTURAL ° q � I � � � 6 ° DRAWINGS � `� � � �� 9 7 SF 5 � � � g❑ LINE OF METAL FRAMED CANOPY WITH GLASS � � _ � --� AWNING $ ~ - - - - - - -� g❑ LINE OF ROOF OVERHANG ABOVE �— —•—•—•—•—� ——•—�—•� I --� � � �a � � � I ❑ LINE OF SOFFIT ABOVE � ZV � � i � �� 2 � 3�3 i � [V O i� `7 � � � �� . � �-� � � � �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBINC a0 � � I I � � � DRAWINGS -- 19 j � 23 13 -- � io �A� nn � II 11 O M '' = A f N II li = 11 !I � 15 � AB VE I II ,� �960V 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWG; M �s•�3-B.�' O ( I � �•' � 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS _ � _ FOR EQUIPMENT LAYOUT � _________i___ � � ______________ 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF 3'-0" � '-�" � DECK '-0" 12'-0" '-0" '-0" 12'-0" 9'- - 15 GAS METERS,SEE P�UMBING DWGS. 17 � l ^ ;l� �; � � ^ �� ;� r; r, � r ��.I �1 �:� � 16 ROOF ACCESS LADDER WITH HATCH ABOVE :! i! `i:I;; ; � i ; ;; ":I il li !i 6 ;, Ii , , I:i I i I �i � i� , RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ; ___'_._'._ � : ` _ { �:� �� __—— _______ ------ � _- ��:. i I =_�___-__= _ �� '� __ � --- '� ------ �� SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. �i:r!, I:� I' - - :t � �i i�jl�I I� ':li; i�: : �: : i� i� �;;�;. I ��i� �� i� ;� �; � OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF il:i •I I;!I:; ;I' 18 ___�� '�" �� I I ��' '�� 'i �� I! '; ;! COLUMN PROVIDE CONCRETE SPLASH -------- i�1----- ' " ,+:' ;i i; -----1�1�------------1�1�----------- BLOCK AT LANDSCAPE AREAS �,(�, ��!� ��' � �' �� '� � �� '� �� 19 FIRE SPRINKLER RISER ;:`�; :E �i ' � ' KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ------------ H 20 � PREVENTION BUREAU REQUIREMENTS __-__------ i 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. � i i i i Q2 "NANAWALL"-SLIDING DOOR SYSTEM � � � � � � i � i I SEE CLOCKTOW� ; 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM i i FLOOR PLAN i i i i i i STEEL TUBE COLUMN PER STRUCTURAL DWGS; ' ; ' ' 24 PAINT FINISH � ------------- ( _ 25 LINE OF WINDOW SILL ------------ 26 POTENTIAL DOORS FOR FUTURE TENANT '-�" 22'-�" '-0" � 27 TRASH ENCLOSURE I I 28 TRANSFORMER LOCATION WITH SCREENING SEE FLOOR PLAN-SHOPS 4 � �'�'�'_'�'_'�'� 1 I � I � I H � i i ! -----------------` i_I a� � � 4 in 2 SEE FLOOR PLAN-SHOPS 3 �--• -•-•-•-�-�-•-�-•-•-•-•-•-•-• r-• -.-.-.-•-.-•-.-.-.-•-•-•-•-• 9'-0" i. 12'-0" �, 9'-0" . � � ��` o �� :: i: . . �i ii •----,-, -------------- ;T;, .: �_I�i(�(1 I — ��_�, ,��_, � �1_�T__ �_?��"*r+ �.- ,T';-$I�i�f�=� !� ��l� !!.I rl �I!�Iy� i il 1�icr I!li II Ili! II c= 1;i-t�±i_I U l-1!-i-I' �:1-i � _� c_ : � -�;:-��+I�IIa �:i-1-!' 1:u- ' _� —�"�J�LIlU �_ �Ll uuUU u lllluu 5'-6" 30'-0" 5'-6" FLOOR PLAN-PAD 3 (1,907 SF)& PLAZA 1/8" I � LEGEND .�__._ EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDi SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E 5 i G�R T N E R 5 1 N C. �.5 N o�i n w n i.m.� n o.e, s�i�. z o 0 M,��i.i� vi.. . c• e s o.s e s.o�o 0 CONSULTANT ��'?P��y�'�� ' � ��C12,818 T? *:�6•30-15 p * N'• �`•�Q � '.� 9'•.., ��F CA`�F �II� ! . �� „ 1 •/�' 'i: -- �� r�:, ' �r� - - —_1�l_,-�—�� ;.'^. M t��i�� ■1�� _��■�� REVISION PROJECT NO. �LZ.�JrJ9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BV FLOOR PLANS PAD 3, CLOCKTOWER & PLAZA 1 2A3.2 O2013 KENNETH ROORIGUES 8 PARTNERS,INC. � � � ol� � � _tV � O i (i� � O (V �I - a O 68'-0" 1 2 3 4 24'-0" 20'-0" 24'-0" I \ ";,"�8'-0" � i � ,_ � ' I � �. � �; � � 12'-0" i 8'-0" � 1'-t0' , s'-z° �./�;� 4 � - � T — — � - � �$ 7-B 7-B ; � �3 � �10" o �O ( ( � o I I I 1 6 I �O � � �s � I , , i i � � �� ; � Tr— . . �9 � I 4 � � I I I I 4 � N I 4 j i I � o �� I i �1 �� I I ; i � ' ' RE�AIL LEASE SP CE i � i � i i -n i o 5 i i i � i i ' 3,893 SF � � i� i N � � � ABOVE � � � I I � I I 1 � ' Q 2 � � ABOVE I I i �� I � � �� P7 I I 7 2 � � j � I I I 3 I �, 1 I I � �j � . 11 � � ro� � � � 4 1 I � 15 i ( 12 25 25 25 � � 17 ( � ; 0 i i�� ! � ° 18 � �7-B) 7-B 7-B � q o � •v fV � i — �-.�,.. • ?�. . � . �_.".� 7�F�''�?F�'F�:��s"..�'__ , . . --� — —— s` ii� i� i�i_i�?i�� +��ii�,i�, � ;i��;�t ��i,�� ._�� - - -� - � -� - ;' �" -�--- '-10 - • � 8'-0" I �2'-0" ,-0" '-0" 12'-0" '-0" '-0" 12'-0" 8'-0• 1'-10' o 0 � 1 � n n �� n r n r i r, I � � � li !i li i; � II I! il I! `� , • -- ;�'I. ____= G1. ___= GI =____ .[a =_ I ,� � il i1 I{ il � II!1 ` ;!U I I � ;i e ; i 4 , I i I ,. :� �; ;� I ,I il � .1 li I � ( I I � - - - - � __ ______ ` � 0 SEE FLOOR PLAN-SHOPS 4 f',i:_-_ �_-- }�-- � :. a}-_ �7 : FLOOR PLAN RETAIL SHOPS 5 (3,893 SF) � ��$• � 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3a STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF METAL CANOPY ABOVE 5� LINE OF CANVAS AWNING ABOVE 6� LINE OF WOOD TRELLIS ABOVE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING g❑ LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ' S L A B E D G E,S E E C I V I L A N D P L U M B I N G D W G S. �$ OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. S H E A T H I N G O V E R 6'M T L.S T U D F R A M I N G (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6'METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE O DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D R 1 G U E 5 8 P A R T N E R 5 1 N C. ..5 N o��n w n i,m,� n o,e s�i�. z o 0 M o u n t�1 n V 1�r . G A B 5 0.9 8 5.0 1 0 0 CONSULTANT S�A R�yi �r'.•�'ROa4i � '��:;�-P� ��C� a ��C12,818 T`; *E�6•30•15 p * N�• �'•�Q .�••. 9'••., �pF CA��F� /II� � �, \., „ � ../�� :1: �— ■� "..�,, , �r� --` :�.�. _,._,� � r=��'""'-""""... � �� ■��■:.:: _�.: REVISION PRQIECTNO. Z�L,rJrJ9 DATE 12.13.13 Danwra BY Sca,LE AS SHOWN CMECKEDBV FLOOR PLAN RETAIL SHOPS 5 2A3.3 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ROOF KEY NOTES aSLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � COMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS 3� NOT USED � SINGLE PLY ROOF�NG SYSTEM OVER METAL DECKI NG 5❑ NOT USED aFABRIC AWNING SET ON ALUMINUM FRAME � CEDAR TRELLIS WITH STAIN FINISH gQ ALUMINUM FRAMED AWNING W/GLASS CANOPY � ALUMINUM CANOPY WITH METAL PANELS �� CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING 13 METAL FRAME AWNING W/PERFORATED METAL PANELS ,14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT 16 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 �$ MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW I � l A�----- `/ -- --------- i .. .� .�.Y..: � � �_ �.�......��.:: ;�� -_ ; ,. ; _ }: �F- �—�'W�'+'�W.r F iwq�+ i�wr+. `/ . . ..... :..:.`,:. �C�}—-�.+�...�•w*—r,.+�..�.:r...; �J +� +�.�I:1% �+�r _... i�.rr.�� ' � � � � I 0 �J METAL FRAMING,PAINTED 2Q 18'X 24"LOUVERED MANSARD ATTIC VENT 2� NOT USED 22 ROOF ACCESS HATCH 30"x 38",SEE DET.5/A7.8 Z3 SPLASH BLOCK 24 BUIIT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 26 ROOFSCREEN 2� 8x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS I I 7❑ 15 � 2$ GALV.SHEET METAL FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASHING LEGEND � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. 0� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS I I i _ � � � 01 23-8" T.O.W. 'T'� RWL RAIN WATER LEADER TO EXTEND 5� M A I N ST R E E T BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS C U P E RT I N O OD OVERFLOW DRAIN. +0'-0" DENOTES ELEVATION POINT STEVENS CREEK @ FINCH T.O.W. TOP OF WALL ELEVATION CUPERTINO, CA T.O.P. TOP OF PARAPET ELEVATION T.O.D. TOP OF DECK ELEVATION ASA � DENOTES ROOF SLOPE DIRECTION � CRICKET-MINESL PEBU4L PER OOT S U B M I TTA L MAIN STREET CUPERTINO AGGREGATOR,LlC O 203 REDWOOD SHORES PKWY,STE 200 T REDWOOD CITY, CA 94065 � I ��'i, � - - � � - � I I K E N N E T H R O D R I G U E 3 8 P R R T N E R 3 I H C. 1 a S N o r 1� W�1�m a n R o�0, S u i t e 2 0 0 I M o u n 1 a I n V I�w . G A e 5 0.Y E 5.0]0 0 I CONSULTANT ��AR�i — B ��Ro�� .,�. � C� *�C12,818 T* �6�30�15� N�� Q 9��F CA�-1�� _ � 0 - - O �— � 0 ROOF PLAN RETAIL SHOPS 3 ��8� .� �II� �..' � �/ '�./ �, _.._��. .::\,,_._ � :�;��:;_�r� __ '_.._.�...... � ■,�'�.;..��::::::: , ��5�� ar�o,�cr rio. 22.559 onr� 12.13.13 oanwN ev scue AS SHOWN CHECKED BY ROOF PLAN RETAIL SHOPS 3 2A4.0 '� ' O 2073 KENNETH RODRIGUES 6 PARTNERS,INC. J ROOF KEY NOTES � SLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALDRAWINGS � COMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS � NOT USED � SINGLE PLY ROOFING SYSTEM OVER METAL DECKING 5❑ NOT USED � FABRIC AWNING SET ON AIUMINUM FRAME 7D CEDAR TRELLIS WITH STAIN FINISH $� ALUMINUM FRAMED AWNING W!GLASS CANOPY aALUMINUM CANOPY WITH METAL PANELS C C C 0 C C C �. �� CORNICE OlMTL.FRAMING WITH SHEET METAL fLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING 13 METAL FRAME AWNING W/PERfORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 �8 MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BEIOW �9 META�FRAMING,PAINTED 2Q 18'X 24'LOUVERED MANSARD ATTIC VENT aGUARDRAIL W/GATE AT ROOF HATCH WITHIN 10' 2� OF ROOF EDGE WITHOUT PARAPET 22 ROOF ACCESS HATCH 30'x 36",SEE DET.5lA7.8 23 SPLASH BLOCK Z4 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 26 ROOFSCREEN 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS 2$ GALV.SHEET METAI FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASHING LEGEND � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE—UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5� MAI N STRE ET BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS C U P E RT I N O OD OVERFLOW DRAIN. +��-0" DENOTES ELEVATION POINT STEVENS CREEK @ FINCH T.O.W. TOP OF WALL ELEVATION CUPERTINO,CA T.O.P. TOP OF PARAPET ELEVATION T.O.D. TOP OF DECK ELEVATION ASA � DENOTES ROOF SLOPE DIRECTION � �CRICOKET MINES OPEB/�4LPER 00T S U B M I TTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N R O D R 1 G U E S d P�R T N E R S I N C. ��5 N o r t n W n I a m a n R o s e, S u I�s ]0 0 M o�n 1�I n V i�r . C� 8 5 0.9 E 5.0 7 0 0 ROOF PLAN RETAIL SHOPS 4 ��$° 1 CONSULTANT S�A Rctii �.C�:'Rpp�?i''•.,� tir;�'P �'�C) � "�4'C12,818 T`_ *e�6•30•15 * N'. ��Q �••. 9'•.., �OF CA`l�: � /�� . �/ , �� ,: �� :� ' �r� ___ ��.�. -�-,+� i ---�-� � ��: . � ........ .; ..•-�+�� REViSION PROJECT NO. 22,rjrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BV ROOF PLAN RETAIL SHOPS 4 2A4. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,�NC. ROOF KEY NOTES � SLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALORAWINGS � COMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURA�DRAWINGS � NOT USED � SINGIE PLY ROOFING SYSTEM OVER METAL DECKING ❑5 NOT USED � FABRIC AWNING SET ON ALUMINUM FR,4ME � CEDAR TRELLIS WITH STAIN FINISH $� ALUMINUM FRAMED AWNING W/GIASS CANOPY ( T.O.W. I RIDGE @ 27�-2" � � ALUMINUM CANOPY WITH METAL PANEIS I I �Q CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP I I � I �� PRECAST STONE CORNICE s�s•-t- T.O.D. �2 RETRACTABLE CANVAS AWNING 13 METAL FRAME AWNING W/PERFORATED METAL ' � PANELS � STEEL FRAMED SIGNAGE STRUCTURE;SEE 14 STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT � �s OVERFLOW DRAIN TO DAYLIGHT AT BOTfOM OF WALL 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 �8 MECHANICAL UNIT TO BE CENTERED BETWEEN ROOFMEMBERSBELOW �J METAL FRAMING,PAINTED 2Q 18"X 24'LOUVERED MANSARD ATTIC VENT 21 GUARDRAII W/GATE AT ROOF HATCH WITHIN 10' OF ROOF EDGE WITHOUT PARAPET 22 ROOF ACCESS HATCH 30"x 36',SEE DET.5/A�.8 23 SPLASH BLOCK BUILDING SECTION ��a� � 24 FOOTUPROOFCRICKET-MIN,SLOPE3/8"PER 25 METAL PANEL JOINT,SEE OETAIL 3/A7.5 ��-0" � � 2�� 1 2 3 2,_�, 26 ROOF SCREEN 25�-0" 25�-0" 2� 6x FIRE RETARDANT TREATED WOOD RAFTER I I TAILS,SEE DETAILS �5 I I 3 I 2$ GALV.SHEET METAL FLASHING 1 � 1 � 1. � 1 � 1 • • • • BRICK CORNICE WITH SHEET METAL FLASHING 3'-7" 2�� 2-� 2-� 2-� 2� 3'-7" 9 ,s � M� -� _�- �- �- LEGEND � � 4. �% � � h ++� i� ��u.- r�-,-:��-,!_.. '4 �'r�'.'r f„�y��....Y „",_1: y w.::-; .,. �..:�,' � � '� r� �--�-'i �'n r-r�-�^-R,-r� �� ' :� �-' ,� r 'i�t-� ��^�x '�4. .� � DENOTES ROOF SLOPE DIRECTION � ^',, rt 4 u...1'y tiYt`,''t-i -�. ,4,4M': c-�.w. � ! i �.-y..�-T., -�,-i .�i� � .,.:;,', • � ,.+'-.�.�.i.� , . z � .v�.+w4 , � r ; . 7,.-�.-..�., � .a J- -..t.r t�' �.r`�r ',�-^�r�' .-'!--`'.-"`„`''-'`%- �.9 ��, f`� t� ��Y� .Tr .,, ; 15 -�. .4 rk r i� �µr�r�� v rr` '. --.,.4...� .'.'. � ,w+ u i'V'. � �, � " P UNIT. : ; : . -� � .-.-�-a-TY-",_...,�'1`�. �..�y� ��L��J .4 ,+: -rt--�-*.;-.a ' u HVAC ROOF TO A t .�-.r _. �, � ..1 .y-.t-„ -...�-�_,� Y-_-a�Y �� ON 8"CURBS. , � �� . �....-+-�+, ,.,•r ;- t r v � '.. ,:,-_� __� ,-1.,-t, .,.v.�lJ ; ; � ,'._,.�i.i�..?4 r 4 r� 4 ,U, ; r ''.-.e � .--,-,.�,_. `: ,.�� -.. � �7 CV � . �l%.-� �-r-t-}�-�-tw-t-�i�:�...-�.�„-.+� t'� �4 � � �� ,. � �r ..,�._.,,.. ,,, �� _-�-� ,µ ,� .�.''. �.. �._ ,�� y Y .�.}U i� �' � �-��' - - "'r�` �"� 4" -��'� `��`~-' r~' ;: HEATPUMPUNIT ; ; _ . .. �: ,:�---,�f ,� ,u ,u Jr ,v " �' � . � -- � �; ' �� . �' � , ` V��,-id �`-J s �- -��M t�-, , , � ,? Y .-� ,`� ON 6"SLEEPERS,SEE MECH.DWGS - � t � - '- -�" 27 12 G, -� i r--i r i l �`-~ �-..�. *^'"-'"-.-�-• �� . � t-�,� > ,,.r „ 4 � �,, w �_ i � -�--�''`� . ti �-; ��-, � :' 1 � _"''" N , a � i �.�'s-. :'� ': *�F��i_::.,��:��: � �':!_,.i �l��.11�'< < _ . � . _ -'.--- '�-i in ; . . ..." --.. �, :.. ,�� , i-•--t-i�'� -� -r`�-�.�f-�-L�..:-:��,�. � SLOPE •\1� EIGHT . - -. �s ,. . � . ^ � zrr --, _ �-�7 7 �.. _� �-+-_'-'.� � ` ; � �: �—� D 1/4'/FT.MIN. �/ R� — � MAKE-UP AIR LOUVER,SEE MECH.DWGS N , ��;�� .;_, -'-�-� �-�-,�. 17 �: `�?�� =——— �' �T' . -�• *� y� ,.�L —`, —` � `° �,.L-..� ,�;.n ' ,� � . . � -• � = � - , ; �{ }; in E� +� v � RWL RAIN WATER�EADER TO EXTEND 5' � � -�* ''� �� ' �' ""'" " " �,' BEYOND BLDG. LAB EDGE,CONNECT O . �:. � ' -t ^ r,� �� .. ��`_�� } 'y �~��L . . : , k�a--+.r�%- 4 i- ,�r . N ��._ � � x -�{�; zr'-' r.v �{ ,trn' � :',�r �-�.�.v w' r ,tiJ-.. h.t� w . E CIVIL DRAWINGS � . i a �� - . ��; STORM SEWER SE � � 12 ' � " "� ' ' OD OVERFLOW DRAIN. �_ ...'..�-. � �- �- s.. ., � :_ "l�-y._; ..l,- .. ,.r. .r-i�- --+-Mi.-v-.� ,-�r.}'. � �. w . 4 `-Y •-.` ,--^ `r`,�'"Y' *y�,�._�i� � ''_'+'-1` 1^y..�.Y,�r,-Y4:1�Y y''.--4 y�`'Y-! �-T i'�v� ; , ..�Y�.`r-,�L �: ` , � . .... N -�..:i•� �F ' -�4 -4.f --1. ,-Y.e �..y.} i.l k. .:, N t: ,� r-�-i- -'-n-..r-`.`�..--r_�r- f- .l'r`-''r. -i J.�-Y- .i� �� .. M-,?.+-�r M�-v-�'-�+y, 1 I 1 � v � Y � ; � � r'� � DENOTES ELEVATION POINT • �-_. ,.�L .r„,��,. -� �.:.r..-_ •+_- �� L.. �'. t0� B � - i h-�-- � .r v . .r ,t ,. ,.Y -r �...-•� --r w-r - �v��..; �• �,,.4- .. :�'�-, ,w- +-',r-r- . .�,v " r J.�%�. .y . . L �� .. i� :i ? - - .-,--,;,;;-{^ �.�L y ,u = �.r -?. ,�,. �. , �Y -�i 1 +- � t--� :�, T O W TOP OF WALL ELEVATION co °.�� - r"''."`'"`_'``_`'' C�'_ ��,� J��µ f�,, i — . . . ;; w � ._ .. ... . � � ' ' 17 ��----��'��`-��'� �' ' � �� -�� T.O.P. TOP OF PARAPET ELEVATION �,._ � tD ��.�.� �� _,.� � ��i'C �.� a...� � ..�+,.c+- .��.: � � � r--`�- � T.O.D. TOP OF DECK ELEVATION , � ;, � � ,. ��.i:.: � DENOTES ROOF SLOPE DIRECTION 15 � CR COKETS MINES OPEB/�4L PER OOT � �� a ❑ ; ❑ � ❑ ' i�1 �� I � � ROOF PLAN CLOCKTOWER »4° 2 ROOF PLAN RETAIL PAD 3 »8' 1 MAI N STRE ET CUPERTIN4 STEVENS CREEK @ FINCH CUPERTINO, CA ASA S U B M I TTA L MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R 1 G U E 5 8 P�R T N E R 3 1 N C. I I 5 N o r t n w n If m a n R o s C, 3 u I t a 2 0 0 Mo��.i� v�.w . c n e s o.a e s.o�o 0 CONSULTANT aSEO A Rcy� V`v''P�R0°�.'''••''F �':%a �'.� � ��C12,818 T; N:�6•30•15�;� 9�''••., �OF CA��F� �Ili � �• �., „ � '/�` �1: _.. __ �� `; 1 �i- - ��. �'■�� —rt��.,,..-..�,,..... �. r.;l♦"'� . t �..... ..; ■��I�'• REVISION PROJECT NO. �L2,�jrj9 DATE 12.13.13 DRnnwr,BV ScnLE AS SHOWN CHECKED 8V ROOF PLANS & SECTION RETAIL PAD 3 & CLOCKTOWER 2A4.2 O2013 KENNETH RODRIGUES 8 VARTNERS,INC. ROOF KEY NOTES t27'-0' t2T-0• a SLATE TILE ROOFING OVER METAL FRAMING,SEE T.O.P. T.O.P. STRUCTURAL DRAWINGS aCOMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS t22'-S T.O.D. N N t23'-10' a NOT USED u'� � T.O.O. � SINC',LE PLY ROOFING SYSTEM OVER METAL 4 DECKING ❑5 NOT USED aFABRIC AWNING SET ON ALUMINUM FRAME , ` : , � CEDAR TRELLIS WITH STAIN FINISH ' g� ALUMINUM FRAMED AWNING W/GLASS CANOPY � AIUMINUM CANOPY WITH METAL PANELS - ' °' CORNICE O/MTLFRAMING WITH SHEET METAL �� FIASHING CAP • �,.,.,, .,.,� ,,,,,. . .,.. ,d ,. � ., .w,.,,�.... .,,, ..e.,....., ,..w.,.,... .�.....,��,_�., _ 11 PRECAST STONE CORNICE : 12 RETRACTABLECANVASAWNWG 13 METAL FRAME AWNING W/PERFORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS BUILDING SECTION ��8� � �5 COPPERGUTfERANDDOWNSPOUT �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL � 2 3 4 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 . __ � __ . _ . � . 18 ROOF MEMBERS'BE OW CENTERED BETWEEN .... . , _ . ,_.. � . _. . 1 .. .. . �. ..._ , ... ... ,.., - � - � . , ❑ METAL FRAMING,PAINTED �- _ ._ � � __.. . , : _ . . { � is - ' I . . _ � � . . - - L, < . . 18 X 24 LOUVERED MANSARD ATTIC VENT 20 • ' ..... ..... ....... .. ........ .......... ........ .... .......... ..._....... ...._._... __..___ .._.__ _ ._ ._ __.� � '� GUARDRAIL W/GATE AT ROOF HATCH WITHIN 10' , ��.____ ` ... -' ; ; �,.� 2� OF ROOF EDGE WITHOUT PARAPET a�� x. � , e �. � � � ' �...__.._. ..__._a � . ��, , � � 22 ROOF ACCESS HATCH 30"x 36',SEE DET.5/A7.8 ,, _ __ \ � \ 23 SPLASH BLOCK ;� � �'��, .�� I *Zr D BUIIT UP ROOF CRICKET-MIN.SIOPE 3/8"PER i`� T. ., t I I I T.O.P. Z4 FOOT rS � 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 � - - - - - - - - - - - - - - w.:� - - - - - - - - - - :" � __ ,,- � 323'-10' `- 322'�' � 17 � T.O.D. 26 ROOF SCREEN �T�� 3'-1 O 16 �3'-1 O" 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS �p � io � __- 18 2$ GALV.SHEET METAL FLASHING �3 22 r�^ r ^ �3 29 BRICK CORNICE WITH SHEET METAL FLASHING ,�� ,��, , i � 4 I L—=� L—=� 4 _.._.. � . , HEIGHT HEIGHT M L EG E N D _______ ___ wicuRe: 2• wicuRe:52• 2 � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. 24 SLOPE . 10 0� ON 8"CURBS. 0 . 1/4'/FT.MIN. s.. . � Q I I r R °v HEAT PUMP UNIT _ j� _ ON 6"SLEEPERS,SEE MECH.DWGS -L� � �. : _._.._._ ; �� _---_' -_- �p \ _ _ _ _ HEIGHT HEIGHT � MAKE-UP AIR LOUVER,SEE MECH.DWGS , _ -..-..-.. ..�.• ,:_ W/CURB: 2' W/CURB:52" ° i'� Q �� r Q�` ih RWL RAIN WATER LEADER TO EXTEND 5' ! , L�� L�� I � BEYOND BLDG.SLAB EDGE,CONNECT TO io y �� STORM SEWER. SEE CIVIL DRAWINGS + ' � � � OD OVERFLOW DRAIN. � SIOPE 16 � �' � 16 � � '- 1/4'/FT.M N. � t23'-10' R� _L �; � r.o.o. +0'-0" DENOTES ELEVATION POINT � � » �� Oo � ' T.O.W. TOP aF WALL ELEVATION � _: , , B __ . - " - `" - T.O.P. TOP OF PARAPET ELEVATION -o. � I I :2r-o• T.O.D. TOP OF DECK ELEVATION T.O.P. T.O.P. t2z�-s• I � DENOTES ROOF SLOPE DIRECTION T.O.D. � 7 � CRICOKET-MINESLOPEB/�4LPER OOT ROOF PLAN RETAIL SHOPS 5 �ie• 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N H E T H R O D R I G U E 5 8 P A R T N E N S 1 N C. 4�5 N o r 1� W�I e m s n R o e C, 5 u I t e Y 0 0 M o u n 1�I n V I�r . C A E 5 0.9 6 5.0 7 0 0 CONSULTANT �s�A R�yi VQi;�p,.F�OQ4/�''•.,�`Cn ti�� •.n � ��'C12,818 T? *E�6•30•15 °* N 1 ��Q � ',� 9��F CA�-�F /Ii� � „ �j t .� ..,._�� '�: _ ,� ;� �: �r� �. _,_, ��L�.,.,,.�.,,,,..,,,,�,� � ��'_ � �,�:. �-��i�' PRQIECT NO. 22,rj�j9 DATE 12.13.13 DRnnwri BV ScnLE AS SHOWN CHECKED BY ROOF PLAN & SECTION RETAIL SHOPS 5 2A4.3 O2013 KENNETH RODRIGUES&PARTNERS,INC. � � � � � : � � � BUILDING SECTION RETAIL SHOPS 3 I ��8' I 1 � � � � � � � , � , , , � � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R 1 G U E S 8 P A R T N E R 5 I N C �1 5 N o�I� W�I s m�n ft o a C, 5 u I t• t 0 0 M o u n t�i n V i e w . C A !5 0 Y!5 0 1 0 0 CONSUITANT SED AR�,�, c�`��w ao°� ��` ti� � � *W C12,818 T* �6•30�15� N��OF CA`��Q �II� �..`:.� �/ �/ ■� .,..�� •:: - :�. , i �--- � :� �'t :��; _,._,� - -_..-.�...... � . �...:_. i,�:�'.�:..��•�::.:� ; .. _. _ �o.�cr r+o. 22.559 on� 12.13.13 DRAWNBY scn�e AS SHOWN CHECKED BV SECTIONS RETAIL SHOPS 3 & 4 2A4.4 BUILDINGSECTION RETAIL SHOPS 4 I ��$' I 2 I �O p�3KENNETHRODRIGUE58PARTNERS,INC. 22 GA GLV.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED TO MATCH ADJACENT WALL. GUTTER DETAIL C.SOUTH ELEVATION B.WEST EIEVATION A.NORTH ELEVATION COMPOSITE SHINGLES ROOF OVER EXTERIOR SHEATHING GALV.SHEET METAL GUTTER AND DOWNSPOUT,SEE DETAIL ' � > � 2 r 'a � W �' '•` ,-' � 3 z � . � Ww � `f � °� �a s: fRABN Blt�LID � v (q� ;; GALV.SHEET METAL' ��LL SWII�f'q` � O Z ; GUTTER AND OPENED) �� Z� y DOWNSPOUT, W N SURFACE DRAINED. � �J �; WALL FOUNTAIN,SEE TRASH BIN °� �LL •"• A7.0 � � k � ; � . .. ..:�� mra.:.'ti!*�- "!r�sta'x;�� ir a�;+}�;*«: ,'+� .ic�r . ... . �.•V..: '. FOOTING PER STRUCTURAL DWGS. SECTION A COMPOSITE SHINGLES ROOF OVER EXTERIOR SHEATHING GALV.SHEET METAL-� GUTTER AND DOWNSPOUT, � SURFACE DRAINED. �N "o� a, SPLASH BLOCK —_r C.SOUTH ELEVATION B.EAST ELEVATION STONE VENEER SET IN CEMENT PLASTER � M � �kv b� 0 v I � !��II �� v � • I,I'�I. �S �/ �I `� l _ L �.� IL�� 'o,�'!!! � v TRASH ENCLOSURE-SHOPS 5 ��8° 2 ii E�L=_Js.-- p 6'IPE T$G WOOD BOARD,ClR STAIN, COLOR WS2,TYP. i�? � A.NORTH ELEVATION �� I �Druwra BV ScnLE AS SHOWN MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R 1 G U E 5 3 V�R T N E R 5 I N C. 1�5 N o r t n w n I�m�n 0.o e E, 5 u I t a 2 0 0 M o u n t�1 n V I�r . C A 6 5 0.9 8 S.0 1 0 0 CONSUITANT �`'�AR�'�'� �,V��P�RO� ��C� �' �•. a ��C12,818 T'; N�.�6•30•15�;� 9�''••., �OF CA�-1F� � �Ili �, � „ , '/�� '�: �,� �:; ' �i� __ '�a�• ��.�� "'"""«"»."'.. � �;�,�" , �..,,...., ��:: ��i■:—: REVISION TRASH ENCLOSURES SHOPS 3, 5 _. _ = N 2A5.0 TRASHENCLOSURE-SHOPS 3 ��8� 1 O ��3KENNETHRODRIGUES6PARTNERS,INC. . � . � -� . •� •- • : •' � • • •' i• • � : - � .;�, ��e� : � e , , �� . , , _ - � -�,,...,�:.r...,, ..,., �-- _ j/�/%�/ , � / , ` � �J ii` % ' � � j �%Y / _ � / f I � / • � � . . % %, / : // � '...: . „�...„,<: �. I I( �irri .iii�: riiii i/� . • •• �• �� • • • • • •, �� • • • •• �� ♦ / � /// .� ;........., �. �i •• � ��.. . •..........�. ii. I/II'Y V/� :1 :1 � � � _ � �� , - / .. � s � � � _�:%: � - ,: . - �` _ ; - _ _ ,.�� _ - - , i - _ s - ��;�! / ��: %� +i 'i i i �i i i ii .. -.�� 'i'i'��,i J� .. ..... �� • ' ��'. �� ...... �s :.�n .,.h.. . ...... � �� 1 I � �� '�, , 1 � •. , :. � �� i _.w►�►► _ _ _ _ _ _ _ _ _ _ __ •� . . _ _ _ ._ _ _ - � •- - • • �o - � •- • � �� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R 0 D R I G U E S 8 V A R T N E R 3 I N C ��5 N o r 1� W�1�m�n R o�0. 5 u i 1• 2 0 0 M o u n t�i n V I e r . C A !3 0 Y E 3.0]0 0 CONSUITANT �s�ARCy� v`� wa°c�,��'F ti�r F n *�C12,818 T* �6�30•15� N�� Q 9��F CA�1�� KEYMAP �J 0 � o � ��,5� a�o.�cr rro. 22.559 onrE 12.13.13 DR4WNBY scn�e AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS SHOPS 3,4,5 & PAD 3 2A6.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. SURFACE MOUNTED DIAL BY VERDIN Standard diai illumination(back lighting)is provided by two fluorescent tubes with zero ballast;illumination controlled automatically by a photoelectric cell mounted in clock frame.When lit the dials take on the appearance of a full moon,"moonglow backlighting."Wth Moonglow Backlighting,no shadows are produced around the dials or behind the dials. GLAZING ANGLE #H2 HANDS w/ WHITE BALANCE ` /' RODS ` �i • � � / � ` / ` ` TOWER CLOCK SURFACE MOUNTED DIAL Terra Cotta Moss � ax �� ,� ,a �'g :4, `�� f°€: . � . _ n� ��_ ��' ��w� � � �*$ _ �- _,��,..�.....� w,__.__. .. . - -----.---� � �,�_ .._; s , �,�„�,�,�:. m.a,,.�.:.�...:�,.,,r ,� 1146 Sunflower Wall Fountain 60"H 6Q"W 36"D PRECAST WALL FOUNTAIN BY A.SILVESTRI CO WALL FOUNTAIN I NTS I 1 ��.,..�� .,�� ''`�,� �„� .. :. a ,. w.. . N � . , . . . _. ��y. -.....:.. ..K'.ro'... . . . "N.Y' '.�. ��,.. ': . � . il F � _ � . � �, . _w_ ,: . - k,�,,, >,�� .. .,.;� . . •:��•. . �. � :�� . .- �,,.. . , .. .�_ CLOCK DETAILS I NTS I 3 I WELL PULLEY WITH LIGHT FIXTURE I NTS I 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R 1 G U E 5 8 P�R T N E R 5 I N C. ��5 N o r 1� w�I s m s n R o e C. S u I t e ]0 0 M O�n t�1 n V 1 s w . C A fi 5 0.9 8 5.0�0 0 CONSULTANT 'tiV��,�.P O��i��C� � � "�'�c�2,e�e�,�: ��6•30•15 y � N�.� -�•��Q �•., :�ti 9��''•.. ,'� �F CA�Z� - �� „ �,/ .' ! �\��_ 1 , `�r ■� : ;�:, '_,_, — —_� 1-,�»—,�.... � � -. . 1..,,....,� ��cE �i�w�I�:..—..: REVISION PROJECTNO. 22,�j�j9 DATE 12.13.13 DRnnwri BV SCALE AS SHOWN CHECKEDBY DECORATIVE FEATURE CUT SHEETS A7.0 O2013 KENNETH ROORIGUES 8 PARTNERS,INC. a SHEET KEYNOTES aHEAW TIMBER CEDAR WOOD BEAM(SIZES PER DETAIL) �pRECAST STONE TRIM.SEE DETAIL 8/A9.6 FINISH:SEM�-TRANSPARENT STAIN BY OLYMPIC OR EQUIVALENT.COLOR:'BRICK RED' WOOD CAP a6x6 FIRE TREATED CEDAR WOOD BRACKETS �FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR OR EQUIVALENT.COLOR:'BRICK RED' EQUIVALENT.COLOR:"BRICK RED' �6z6 FIRE TREATED CEDAR WOOD TRELLIS MEMBERS 'IO LINE OF BUILDING FACE FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR E�UIVALENT.COLOR:'BRICK RED' �12x12 FIRE TREATED CEDAR WOOD POST FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR EQUIVALENT.COLOR:'BRICK RED" �TRELLIS COLUMN: LARGE CUT STONE VENEER SET IN MORTAR BED O!SCRATCH COAT STUCCO O/LATH O/WATERPROOFING MEMBRANE OI EXT.SHEATHING O/METAL FRAMING PER STRUCTURAL s TRELLIS COLUMN: BRICK VENEER SET IN MORTAR BED O/SCRATCH COAT STUCCO O/LATH O!WATERPROOFING MEMBRANE O/EXT. SHEATHING O/METAL FRAMING PER STRUCTURAL �FIRE PLACE.SEE SHEET A9.7 SHOPS 3 &4 FIREPLACE TRELLIS 3- FLOOR PLAN I ��4" I 1 SHOPS 3 &4 FIREPLACE TRELLIS 3-SOUTH ELEVATION � �ia' I 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 8 P�R T N E R S I N C. t�5 N o r I� `M�I�m�n R o s 0, $u I t a 2 0 0 M o u n�a 1 n V I s w . C� 6 5 0.4!5.0)0 0 CONSULTANT �aSED ARc,�,i G`�?:P•R��2 �'•�t� tii.CZ' �`C� � ��'C12,818 T? *:�6-30•15 * Ni ��Q l�••. 9'••., ��F CA��F� - /II� •�; , �' �... : ,��t�■ ��J=`—�—��1� ««»-«�«...... � - �,1; ;,w r,,,� REVISION PROJECT NO. 22.rj,rj9 DATE 12.13.13 DRAWN BY SCALE CMECKED BY TRELLIS PLANS & ELEVATIONS A7. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 3'-8" S 11' 1'-0' 11' S" 9 BATT INSULATION � A7.1 BATT INSULATION WHERE REQUIRED � RUNNING BOND BRICK VENEER SET BLOCKING IN MORTAR BED O/SCRATCH COAT AS REQUIRED STUCCO O/LATH ONVATERPROOF 4x10 FIRE MEMBRANEO/EXT.SHEATHING � RETARDANT O/MTL.FRAMING �� WOOD TRIM, • �� LAP BUILDING PAPER STAIN FINISH SOLDIER COURSE BRICK VENEER SET IN �' MIN.OF 2'(TOP AND BOTTOM) MORTAR BED 0/SCRATCH COAT STUCCO O/LATH O/WATERPROOF MEMBRANE O/EXT.SHEATHING O/MTL.FRAMING CAULK � MINUM REVEAL 1'WROUGHT STAINLESS STEEL �� M•PT• `" : ... •.. ;.. , ..: ;r ,.<,�,�:-•;..Y;, DI BYFRYDREGLETU q 4 IRON GRILL THREADED PIN '" �PER SECTION � WORK.COLOR: � " ` = -BLOCKING AS REQUIRED 'BLACK' ADHESIVE �; �<= PRECAST CONCRETE •; 7/8'CEMENT PLASTER O/ � METAL PLASTER MOLDING. DECORATIVE MEDALLION i . 1"ANODIZED ALUMINUM LATH,O/1 LAYER GRADE"D" �,� PAINT TO MATCH PLASTER REVEAL BY FRY REGLET PAPER,O/WATERPROOF � 7l8"CEMEN7 PIASTER O/LATH � ;;, � MEMBRANE O/EXT. � O/WATERPROOF MEMBRANE O/EXT. `° SHEATHING O/MTL.FRAMING SHEATHING O/MTL.FRAMING :t j � e WROUGHT IRON MEDALLION - ELEV �' 10 MEDALLION 3' 7 ALUM. REVEAL @ SOFFIT 3' 4 ALUMINUM REVEAL 3' 1 FRAMING AROUND OPENING RECESSED KEYLOCK and �---------------� HARDWARE AS REQUIRED �---------------� � � METAL FRAME BLOCKING � � AS REQ'D � � EXTERIOR SHEATHING � � O/MTL.FRAMING � � WATERPROOF EXTERIOR SHEATHING � � O/MTL.FRAMING MEMBRANE .. �---°-°-------i •,,... .. . DIM.PT. " ----- .. . • c;. .... :�r:....-.._.:-..... .... ..;. r:��- i i � � ' PER SECTION . „ , , . BRICK VENEER SET IN MORTAR BED t"-"--'-------1 O/SCRATCH COAT STUCCO OMTH ---__=====j=====__ SOFFIT FINISH PER PLANS O/wATERPROOF MEMBRANE O/EXT. SEALANT AND BACKER ROD ACCESS DOOR W/COLOR TO Z' SOFFIT FINISH PER PLANS SHEATHING O/M7L.FRAMING RECESSED LIGHT FIXTURE MATCH ADJACENT SURFACE SEALANT AND BACKER ROD 2'METAL SOFFIT VENT, METAL PLASTER S70P PAINT TO METAL FRAME INSERT-COLOR PAINT TO MATCH SOFFIT MATCH WALL PLASTER TO MATCH ADJACENT SURFACE 7l8"CEMENT PLASTER O/LATH O/WATERPROOF MEMBRANE OIEXT. CEMENT PLASTER SOFFIT SHEATHING O/MTL.FRAMING MTL.BLOCKING AS REQUIRED RECESSED LIGHT DETAIL 3° 11 ATTIC ACCESS HATCH 3° 8 VENT @ SOFFIT 3� 5 PLASTER @ BRICK VENEER 3� 2 VERTICAL BOARD&BATTEN O/ WATERPROOF MEMBRANE O/ EXTERIOR SHEATHING CASING BEAD W/WEEP HOLES . i 22 GA.GSM FLASHING °f 4x10 FIRE RETARDANT CEMENT PLASTER SYSTEM WOOD TRIM,STAIN FINISH O/LATH ONVATERPROOF MEMBRANE SEALANT O/EXT.SHEATHING O/MTL.FRAMING BATT INSULATION 1"WROUGHT IRON GRILL SEE TITLE 24 WORK.COLOR:"BLACK" PLASTER WEEP SCREED FIRE RETARDANT BOARD 8 BATTEN O/ 22 GA GSM FLASHING CEDAR TRIM, WATERPROOFING SYSTEM OR STAINFINISH , --- PRECASTSTONETRIM �� STONE VENEER SYSTEM.SEE N EXTERIOR ELEVATIONS FOR WATERPROOFING FINISH. MEMBRANE EXTERIOR SHEATHING SEALANT W/BACKER ROD � EXTERIOR SHEATHING __= BATT INSULATION GALV.LAG ' � O/MTL.FRAMING J-MOLD$SEALANT METAL STUD FRAMING PER ° ' DIM.PT. STRUCTURAL PLANS STUCCO DRIP � J-MOLD AND SEALANT a• (d HEAD PER SECTION 4, CEMENT PLASTER SYSTEM STONE VENEER SET IN O/LATH O/WATERPROOF MEMBRANE 7/8'CEMENT PIASTER SYSTEM MORTAR BED O/SCRATCH O/EXT.SHEATHING O/MTL.FRAMING O/L4TH AS IN 4/A9.1 COAT STUCCO O/LATH ONVATERPROOFMEMBRANE OIEXT.SHEATHING O/MTL.FRAMING WOOD TRIM �-��2° 12 WROUGHT IRON MEDALLION - DET �-��2• 9 CONCRETE TRIM 3° 6 PLASTER CORNER 3' 3 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s K E N N E T H R O D R I G U E S 6 P�R t N E R 3 1 N C. 1�5 N o r t� W�I s m e n R o�0, 5 u I t• ]0 0 M o u n 1 a 1 n V I s w . C A 6 5 0.9 8 5.0 7 0 0 CONSULTANT �`'�A R��'�"'i 'ti�,P R��"�N�F�1 w N: 30 15�;� � ��F CA��F� _ �II� � ,` ` „ ./��;_ '� -�,, � ��. _ - � �7.�. -,-�� -i �_ ��M*�"""�-..�.....� ��;; w��w;I■t'''• REVISION PROJECTNO. 2L,�j�j9 DATE DRAWN BV SCALE CHECKED BV GENERAL DETAILS A7.7 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. LEAD FLASHING,MIN.30"SQ. SET ON MEMBRANE IN MASTIC, PRIME TOP SURFACE. CEMENT PLASTER O/LATH O/WATERPROOF MEMBRANE O/EXT. SINGLE-PLY ROOF MEMBRANE SHEATHING O/MTL.FRAMING STEEL VENT OR PIPE COLUMN PRIME AND PAINTED WHERE RIGID INSULATION OVER EXPOSED T.O.SCREEN SHEATHING OVER METAL DECK WEEP SCREED CONT. +6'-0"ABV.HIGH SEALANT PART OF ROOF 2'-0• SHEET METAL COVER 2x2 TUBE STEEL TOP RAIL REGLET FASTENED 8 INCH.O.C. WITH GROMMETTED FASTENERS SINGLE PLY ROOFING MEMBRANE PRI ARY 3 aD ovER�ow LEAD ROOF JACK RooF�wuN 24 GA CONT.FLASHING DRAW 2 LAYERS BASE FLASHING DR�iN� BAND ❑ N � � SINGLE PLY ROOFING O/RIGID OVER ROOFING Z INSULATION AND VAPOR BARRIER Z HOT AIR WELD � WELDED SPLICE � SINGIE-PLY ROOFING � � m OVER RIGID INSULATION � ,�4.; �",;;,;.��? �.�;� ..:,�i*#;'?`�;.'.. :, � � 3. 3• Z� OVER EXT.SHEATHING I ❑ EXTERIOR SHEATHING ROOF SUMP >_�"+N�ri RECEIVER METAL DECKING � � YI t E 7 ft"�: C. �Y Y A'aY m^� F�"V �.O)�'ie,:t��. PER STRUCTURAL "�'.t-^..� "5w ,r``''z�.-.,^c"_> '`�'.�^�s�c+s.�, .K,s,,.o-`�?:�.��::.�''�aia��„�; ,�� . ,�`r� - NDERDECK � � 2x2 TUBE STEEL CLAMP FASTENER OR SEAM PLATE AT 12"O.C. COUPLING INSTALL ALL ROOFING COMPONENTS IN �' 4x4 TUBE STEEL FRAME 4'-a' FULL COMPLIANCE W�TH MANUFACTURE STRUCTURAL DWGS. COLUMNS SPECIFICATIONS AND INSTALLATION REQUIRMENTS ❑ � ROOF DRAINS DETAIL 3� 7 FLASHING DETAIL 3° 4 ROOF PENETRATION DETAIL 3° 1 ADD'L RAILS @ BACK WHERE REQ'D BILCO � BY PROXIMITY OF ROOF EDGE BIL-GUARD TYPE S SINGLE PLY ROOFING MEMBRANE FIBERGLASS REINFORCED HATCH RAIL SYSTEM POLYMER(FRP), SINGLE LEAF � SINGLE PLY ROOFING MEMBRANE ROOF SCUTTLE,FIELD YELLOW,UV RESISTANT 8 FI ROOF SCUTTLE BONDING ADHESIVE PAINT ASSEMBLY ��•9� RETARDANT ) . � SEE DET.1/A7.8 EXTERIOR SHEATHING AND METAL BILCO MODEL"S" �� FOR FLASHING FRAMING PER STRUCTURAL DRAWINGS .' � i @ ROOF PENETRATION SINGLE PLY ROOFING SYSTEM OVER RIGID INSULATION ��/'� � SEE STRUCTL FOR RIGID INSULATION AND VAPOR •' /� BARRIER O/EXTERIOR SHEATHING LADDER UP SAFETY >a CONNECTION OF FRAME TO 6. n � m� ROOF STRUCTURE e? WELDED SPLICE �� POST BILCO LU-1 ' w� � MIN. �� BASE FLASHING �a SINGLE-PLY ROOFING �� CANT STRIP � �� SYSTEM O/UNDERLAYMENT � � � O/RIGID INSUL.O/SHEATHING � LEVELING PAD �� O/ROOF DECK �{ •:� �- SINGLE-PLY ROOFING �r � .� ALUM.POST _�______________ ____-----• i � SYSTEM O/METAL ,�TME �;� , "•`t;'y DECKING ROOFSURFACE � � • SUPPORTS ,,. : . � , . , _ � . . OR DECK 1 � =i RIGID INSULATION '� �. .r:' ti -v,�* y:"}� '� 1 i \� �.' ' METAL DECKING " �i, � '�� STEEL CORNER PER STRUCTURAL �� .� �. %a � BRACKETS �. i �' � (HOT DIP FASTENER OR SEAM PLATE AT 12"O.C. 30'x 36'U.N.O �. �� GALVANIZED) INSTALL ALL ROOFING COMPONENTS IN �� FULL COMPLIANCE WITH MANUFACTURE ALUM.POST HINGE �� ' SELF CLOSING(FRP) SPECIFICATIONS AND INSTALLATION SEE DET. FOR GUARD RAIL STAINLESS STEEL � GATE(fd1.91) REQUIRMENTS ALUM.GATE HINGE TORSION ROD ROOF SCREEN �-��2° 10 FLASHING DETAIL 3� $ ROOF HATCH 3° 5 GUARDRAIL @ ROOF HATCH NTS 2 22 GA GSM METAL CONTINUOUS SCREENED ` COPING CAP W/WATERTIGHT RIDGE VENT INSTALLED PER ROOF S UTTLE GRID JOINTS MANUFACTURER'S OVERFLOW DRAIN REQUIREMENTS SLATE TILE/ASPHALT � 7 � SHINGLE ROOFING O/ SLATE TILE OR � ' I SHEATHING ASPHALT SHINGLE '° - ONVATERPROOF ROOFING O/ i SHEATHING ?. MEMBRANE ONVATERPROOF i ��• SINGLE-PLY ROOFING MEMBRANE �i o SYSTEM RIGID INSULATION PER MIN. �� Q TITLE-24 O/VAPOR RIGID INSULATION PER � TITLE-24 O/VAPOR � BARRIER AND SHEATHING METAL FRAMING BARRIER AND SHEATHING O/METAL DECKING PER STRUCTURAL O/METAL DECKING 2x BLOCKING AT MOUNTING BRACKET METAL FRAMING PER METAL LADDER.PROVIDE SAFETY 4x6 PREFINISHED STRUCTURAL CAGE IF LADDER EXCEEDS 20'-0" PRIMARY ROOF DRAIN a�-o• METAL FRAME. BATT INSULATION PER T 1/2"PLYWOOD BACKING OVER GYP.BD. COLOR BY KYNAR TITLE-24 • (EXTENDS 6"PAST LADDER RAILS) NOTE: OR EQUIVAIENT TO MATCH SINGLE PLY ROOFING MOUNTING BRACKET AT TOP,MIDDLE, SEE PL�UMB N'G DRWGS. "RUDDY OAK"BY MEMRANE,RUN OVER AND BOTTOM OF LADDER.SECURE TO DUNN EDWARDS THE TOP OF PARAPET WALL W/2-#12 SMS TO 43 MIL BLK'G SECURE BASE TO CONCRETE SLAB "DIA.EXPANSION ANCHORS. DETAIL �-��2° 11 RIDGE VENT DETAIL �-��2' 9 ROOF HATCH LADDER NTS 6 DRAIN DETAIL 3° 3 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s N E H N E T M R 0 0 R I G U E 5 6 P�R T N E R 5 I N C. 1�5 N o r�� W�I s m�n R o e tl, S u 1 t e ]0 0 M o u n t�1 n V I e r . C A 6 5 0.9 6 5.0 l 0 0 CONSULTANT �S�AR�yi tiV��P�Ro��+-••��n �Ct' �f�`•. a �'W C1Z.H1S`•P4 *'�6•30•15 T�� N: ��Z 9:, ~ �OF CA`�F� �II� � �� ` �. „ � ./` '�► �� :� � �r� - •��• �'�� 1 r=��'o"�_m„r....�- �. ��;; �.�+w��IL■--��.'. REVISION PROJECTNO. 22,�J�J9 DATE 12.13.13 oruwN er scue CHECKEDBV ROOF DETAILS RETAIL SHOPS A7.8 O2013 KENNEfM RODRIGUES 8 PARTNERS,INC. COLORIMATERIAL KEYNOTES P� PAINTI:'GEORGIACLAY" MANUF:DUNN EDWARO TVPE:DE5161 P2 PAINT 2:'SUNSET COVE' MANUF:DUNN EDWARD TYPE:DEC708 P3 PAINT 3:"WHITE' MANUF:DUNN EDWARD TYPE:DEW380 P4 PAINT 4:'SHORTBREAD' MANUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD TYPE:DE6110 Ps PAINT 6:'GOL�EN CREST' MANUF:DUNN EDWARD rv�:oES3ss P7 PAINT 7:'AIPACA WOOI' MANUF:DUNN EDWARD TYPE:�6113 P8 PAINT 8'DRY DUNE' MANUF:DUNN EDWARD TYPE:DE6114 � PAINT 9'ENGLISH SCONE" MANUf:DUNN EDWARD TYPE:DE6108 SHEET KEYNOTES �MANUf:DU NCEDWARD �MANU�VENTOURA CAST S70NE OO MANUF:SUNBRELLA �iTE. � S RUCTURNL�iNG OlEXTERIOR SHEATHING PER TYPE:DE5269 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING �COMPOSITE SHINGIES ROOf O/EXTERIOR SHEATHING PER �PAINT 1 t:`SUNDOWN' �PRECAST STONE:'LIMESTONE' A3 AWNING:'WHITE' 2 STRUCT. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE5288 TYPE.TRIM,CORNICE,SILL 6 MEDALLtONS TYPE:FABRIC AWNING �IARGE CUT STONE VENEER SET IN CEMENT PLASTER. R� ROOF 1:"MCKINLEY HEIGHTS' P METAL PANEL:'BONE VYHITE' MANUf:AMERICAN SLATE MANUF:ALUCOBOND a STONE VFNFFR SFT IN CEMFNT Pl ASTFR. TYPE:SLATE TILE TVPE:WALL PANEL OMA�NUF:PRESIOENT�IArL SHAKE 8Y CERTAINTEED �MANUF ALUCOBOND IZED CIEAR' a FABRIC AWNING SET ON AIUMiNUM FRAME. TYPE:COMPOSITE SHINGLES TYPE:WALL PANEL a g'IPE TSG WOOD BOARDS.CLEAR STAIN R3 MA�NUF:•BARRIDGOE • � A�NU�FSOLYMPIC ICK RED' ❑CEDAR TRELLIS.BRACKETS.TRIM BOARDS,3 TYPE:STANDING SEAM METAL PANEL TYPE:TRELL�S,BRACKET,TRIM BRD 3 FACIA BRD � FACIA BOARDS.STAINED OR PAINTED T1 MAt�UF,CORONADO STONE �W�U S�INMPCCEAR STAIN" �pER S�TRUCT.PAINTE p�S�DING OlEXTERlOR SHEATHING TYPE:STONE VENEER TYPE:TEG WOOD 80ARDS �STONE 2:' ' CT CERAMIC TI�E 1:'DESERT SAND' �CEMENT PLASTER SYSTEM Of EXTERIOR SHEATHING PER MANUF: MANUF:ALTA VISTA BY DALTILE SCHEDULEGHT SAND TEXTURE,PAINTED.COLOR:SEE COLOR TYPE:STONE VENEER TYPE:CERAMIC T1LE �CLEAR ANODI2ED ALUMINUM STOREFRONT �B� BRICKI:'OLD CHICAGO 8 PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED �� SYSTEM WITH CLEAR GLAZING MANUF:CORONADO STONE O MANUF:KAWNEER TYPE:BRICK VENEER TYPE:DOORlWINDOW FRAME �� CLERESTORY WINDOWS WITH OPAOUE WHITE FILM �PRECASTSTONE:'CHAMPAGNE' A� AWNING:'BLACK' MANUF:VENTURA CAST STONE MANUF:SUNBRELLA �2 MTL.FRAMED AWNING W/AI.UMINUM PANELS TYPE:TRIM,CORNICE,SILL d.MEDALLIONS TYPE:FABRIC AWNING O O O O O O ST2 � P3 � ' P3 � f1 ST2 � � � 3fi 43 4� 45 7 8 15 35 39 8 7 10 I a I 7 15 7 ! �f �� +32'-C" w �k- �-�- " --- `--- - - � : ,T��.1 '� �i:."" � ;� I "' � .�. 1 ��—� �; + � � `' .J .X.. �= G r"�� L";T.7�._ _J_ ��'�i, ,� J�1�1l r_�:�,��, .,,,� LL ' J L `� , M. 28-C '� �. 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OBRICK VENEER SET IN PLASTER SYSTEM. A �� (RUNNING BOND PATTERN) RZ SEE PAO 3 ELEVATIONS 6_ BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) 2 � _____` 17 L.E.D.SPOTLIGHT fIXTURES ��______'_'_'_'______ _________"._"____'_____' / ' � , 4 '� 1$ CERAMIC TILE SET IN PLASTER SYSTEM. '`�� i 19 HM DOOR.PAINT TO MATCH ADJACENT WALI ,..,;,....i�"� ' ,;;��L":i � , ,,, � ❑ ,�!��+J,� :s -'F i -r,. , -R. �'"- i ' i ,;�u .�..4 t ,9'` ;�;,:' � i � r� n e `� aP'� , � cI I�:'�� L�;�,��y�'�.�.� n —=' _� *, � 'i.��. � �" d i ZO GAS METERS i ! --'. i} `�--_� w. , , "�'� r r � _ .�'#�„�^��' -�"�= ;� -`_�'�'�>'.,� °,��Y��i 21 �DORESSJt� INDICATESBUILDINGADDRESS T"". -' . Y� � tw. � „�.�x Y � � �__J LOCATION-12'HIGH LETTERS �'°.i� +a,, . F -w�^'�•'`�^ae�. �k �°'" c'� ,�.' 1 �� `4� w �'�a�� ,., F� �"� �Zti�"""°� ; � ALUMINUM CUD PARAPET T- ,� �a�w"�i'°��` +c +��` �`�"�!�+�. � ❑ „��;;� �* ' : � < � ` '!�v� i 23 �UMINUM AND GLASS FOl01NG FRENCH DOOR SYSTEM b�F,� ''�`�#�a�.+�'�'�� --- �° '�i��r�;�;� � ;�y y��. �, i', '��,F a:�� . i 24 ALUMINUM AND GLASS SLIDING OOOR SYSTEM a„�,y+�+�', m ��`1��{.'�` ; I: � �y `C? �� STEEL FRAMED SIGNAGE STRUCTURE;SEE � **�� '��; �T_-_�f �^ ' � 25 STRUCTURAL DRAWING3 AND DETAIL3 y\ ----- -29�-8" � . 1 �.w.t r,�-. '�i �"-.`�-,�':-"��`�"�� a 3 . f .._. � .... „„ ; 3 i� �I � � 26 RETRACTABLE FABRIC AWNING. �� , � i 2% METAL FRAME AWNING W/PERfORATED METAL PANELS i i � 28 BRICK OR STONE VENEER EXPMISION JOINT --------------------------------------------- � - �CEMENT PLASTER EXPANSION JOINT SHOPS 3-EAST ELEVATION ��e• 2 a COPPERGUTTERANDOOWNSPOUT ;-----'------------------ ---` 31 OVERFLOW DRAIN TO DAYLIGHT AT 80TTOM OF SEE CLOCK TOWER ELEVATIONS—�i � j `�i W�� j *�- i ❑DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL � ..-1. 1.:-Ji�L�I �iZ'*.Tt: � � DRAWINGS � �.� -, � KNOX BOX SYSTEM(KEY BOXj LOCATE PER FIRE � � 33 PREVENTION BUREAU REOUIREMENTS � � i � 2 0; � - ; o 0 6"X G ACCESSIBILITV VYINDOW DECAL � . . . � ; � , . � ; , � a ur�o�RooF s�o�e�voNo � � n 43 i • � ❑LINE OF ROOF DRIJNS AND OVERFLOW DRAINS ! ` � � BEYOND,CONNECT TO UNDERGROUND STORM � e ( ` � :'�I;rR L�j j " q! WATER SYSTEM PER CIVIL , , . , , - �' r��r r l {� +��:----�— �T ❑ REFINISHEO ALUMINUM CAP FLASHING 37 P -:; !, , �� , 7i ��"� ,�w�"";x;. L��`�`-' �� -",�, :: �� ,� � � , I 38 8'-0'P1 T01NER CLOCK SURFACE MOUNTED DIAL �-?R",A*, -r *7''� !` ,� r � K� 1� �' & i�' i �. .� � - d�' i� -YS at - 1�` ,i �f �•j�s 6 ��,{ •;,r ��` ��,�'.�"; � ... �' �, :'.'�'..t.'� !�; . �` r* �T'"`' ` r":»•° ' ''�T�'"; . ,r I; , � 39 WROUGHT IRON MEDALLION.SEE DETAII t0/A�.7 - .��.. ,w�- c. ,.�i!`-..4i.. �� ' i1 t.M i�,-, ,:�`r . s �; : '�� ' . ,�;' ; , - . .�,.":t'`;��'�" 4a.,-�i-" t �, ""'' i.. � � ❑ ..... .r'�t�F'�t..�' � t � - :'�..L__:... _� .,. }A r�- _�[{�' •q-�- ��..y:-�`T--- -- i't"""�".', ��»}�'��"' � a, �L �'�� ,��.t,; 7�:11; ',.;� 'P�„w !;,S; �,�✓' `:"�4"; ,�:� 40 ROOF SCREEN.SEE DETAIL51 WA7.8 , � e• «?-. r.. °,;�,, �, _.� �, � `�`, ❑ � .5• ` I :��:.::.. � ;.•�.. . '�. �:`.,_ :' �t. ,',,,,�Y __1_ ;�::� �,- ��1'- �r p � a �'' :i�� .3.:» �"�.�, +"'sir r.�',{� - .._Z;.� �, '��•� _ — - ' ' 'a"1��-.,+— - :y � , . r. 41 MECHANICIIL ROOF WELL W/SCREEN � ..,r_: �'�..,.'�^{��. ,.�.•.D�x,,yj,�S+• __�..�.•.j�= � ��G4, a',� �^-�.`� `L'' !s' +:.ir� � � 4.r l, t'� E ,� ' " ,� �.:.,;�,��,;�;°.`;, ` ' ^'-.+�t�� t ---� 42 POTENTULL.DOORS FOR FUTURE TENANT �3r',,��Y� �' «�,;5,�# � , �r,�:.•�z�tt - �.. r T��,. �:-� i�..� � � �� tM�� }Y� 4 6r� "� � �>:""� �� " „ � ``x� �� ';� 43 BOARD AND BATTEN SCARF JOINT � � �; '� ' ff ,� j"�-°,'� ` �, `` 44 'BOKMODERN'SCREEN FENCElGATE IN,� W `� .5�- � )�°' �,�g� Sg a�a� ` �g�' i V y, iLLi•;�4'` $'`�t4 4S TRASN ENCLOSURE : �Rg�i . . ' 91ft'�^a., $; ��. �,. ,,..� ,��.,: ,- � =� #�: .� ' �, �- - »� -. ..��..4,.�,�,,,�.,Q,�+G�,� �i;- �� ' , , � SHOPS 3- NORTH ELEVATION ��e' 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA SUO FORBES,LLC 203 REDWOOD SNORES PKWY,STE 200 REDWOOD CITY, CA 94065 � KEHhE�N ROORIOUES t PARiNER9 YC •�� Ho��n wn�.,�.n ao.a, a•��. zoo M o�n i• � Y •• . C A 6 S 0.Q 0 S 0)0 D CONSULTANT r�vision 11.15.12 02.08.13 02.28.13 S�A�h� `v��,P�U4i ��'� �' �';� �;� -� y�;�6��813�+c it Ni �'Q 9:, ~ �pF CA�,F� ','*r � ��,. :i� ;i ��.. `��` 1 �. ��tL ��ii PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS �crNO. 22.559 DATE i�.�rJ.2�i2 oa�wn er G�EpcED 8v �E AS SHOWN COLOR ELEVATIONS RETAIL SHOPS 3 2C1 .0 O2017 NENNETH ROORIpUES 6 PARTNERS.INC. COLOR/MATERIAL KEYNOTES P� MANUF UNN EDIWARD �MANUF DU N EDWARD �MANUFSVENTOURA•CAST STONE TYPE:DE5181 TYPE:DE5269 TYPE:TRIM,CORNICE,SILL d MEDALIIONS P2 MANUF:.DUNNS DW D^ �� MANUF:'DUNN�EOWARD �MANUFSVENTOURA C ST 3TONE TYPE:DEC708 TYPE:�E5268 TYPE:TRIM,CORNICE,SILI d MEOALLIONS P3 PAINT 3:'WHITE' R� ROOF t''MCKINIEY HEIGNTS' �METAL PANEL:'BONE WHITE' MANUf:DUNN EDWARD MANUF:AMERICAN SIATE MANUF:ALUCOBOND TYPE:DEW380 TYPE:SIATE TILE TYPE:WALL PANEL P4 PAINT 4:'SNORTBREAD' R2 ROOF 2'PLATINUM' �METAL PANEL:'ANODIZED CLEAR" MANUF:DUNN EDWARD MANUf:PRESIDENTIAL SHAKE BY CERTPJNTEEO MANUf:lLLUCOBOND TYPE:DE6134 TYPE:COMPOSITE SHiNGLES TYPE WALL PANEL P5 PA�NT 5:'WARM HEARTH' R3 ROOF 5'ZINC-COTE' �WOOD STAIN:'BRICK RED' MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:OLYMPIC TVPE:DE6710 TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS,BRACKET,TRIM BRD d FACIA BRD P6 MANUF:UNN EDW RD r �MANUF�CORONADO STONE �W�S�Y�'�EAR STAIN" TYPE:DE5353 TYPE:STONE VENEER TYPE:TdG WOOD BOAROS P� MANUF:DUNN EDWARD• �MANUf Z• ^ �MAN�IALTA VISTA BY DAIT�E, TYPE:DE6173 TYPE:STONE VENEER TYPE.CERAMIC TILE P8 PAINT 8:'DRY DUNE' B� BRICKI:'OLD CHICAGQ 3 PALOMINO BLENO" F� FRAME 1:CLEAR ANOOIZED MANUF:DUNN EDWARD MANUf:CORONADO STONE MANUf:KAWNEER TYPE:DE6114 TYPE:BRICK VENEER TYPE'DOOWWINDOW FRAME P9 PAINT 9:'ENGUSH SCONE" �PRECAST STONE:"CHAMPAGNE' A� AWNING:"BLACK" MANUF:DUNN EDWARD MANUf:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE610B TYPE:TRIM,CORNICE.SIIL 8 MEDALIIONS TYPE:FABRIC AWNING o � o 0 oSTZ� o 0 0 � P3 0 �S� ,----------------°------------. i � 1 �, i i � �`�' i-- SEE CLOCK � �'�`�'"'-'"�`' ''�-•-- � TOVYER ELEVATIONS � � i �:. � i �:" t � `� i� � � O 4 � � � � � � � � � � � i � � ' � � � �� ! 7 2 � �. � i I p�gp�_i I I . . dIiOO'�' � i r I :�%i!;'.L.!%r i: . � � � k i ♦ i � �i �f � t � � i q1 �� i� t ; A,il �� ll ��'� '� +t f I +i �' V� . ' u +� i 9 :I -. � il �. i� � 1 i �.��"�tL.� �.. lr �i::. . Y�1. §�j� �.� '--�� i� 4 i ''F�,r��i4` �`�_.J Jr� 4'1; �- ,,�. ..,I � .�',,:f. . �1,:� ��I 1� � ! : ; ; � t �� r�-� A �_r �, r ; , �� -`.�� - ,�.�. � � , . ; , , ,�; � . ----- --- � , . — � � _ �- --- 1 .�,, #. y � /+f: �_. � ` •' 'i ta �}. =x'� ^, ,x. . � � t. i. �,� , — �, ' � �` �''`"� �-�� r * < "� �s . �,� ' �` ; *,. '1 ��' � .*�, �.1,' R: ,.�, �K�� - �Ci.�. %.�„�t_,1.a-...�.4.i�.�_� a.. d. r,o.._ls�.... -iy,.. � i i� Q O i 8 i ,, ! �- -- �i % . t�T i.::';.(Vi'fFpS,.i?'f' ?^ , � „ �' r.�wL��.. .,�mi: .�r!�- F1 CT1 Q Ft 10 18 � 35 ( i i ' � < � � � � � 15 �� 19 � � �.�.. �� W�' ��s�.:. �4� �. o�e�� r .,f �� -�. ., � �.�� --------+29'_9' +18'-0" ----------a . OAWNING:'BLACK AND WHITE' MANUF:SUNBRELLA TYPE:FABRIC AWNING OAWNING:'WHITE' MANUF:SUNBRELLA 7YPE:FABRIC AWNING �'BOK MODERN'SCREEN FENCElGATE 45 TRASH ENCIOSURE SHOPS 3-WEST ELEVATION I ��e• P3 �t ST2 O P3 n 7 4 41 43 8 �_i_� �2 �s.s ��rri ��'a'. t!�! • � _ .__ ±�� i'' l�i+� ST2 Q O 4 2 SHEET KEYNOTES � S RUCTURHL�FING O/EXTERIOR SHEATHING PER M A I N S T R E E T �COMPOSITE SHING�ES ROOf O/EXTERIOR SMEATHING PER C U P E RT I N O 2 STRUCT. ❑3 LARGE CUT STONE VENEER SET IN CEMENT PLASTER. ❑4 STONEVENEERSETINCEMENTPL4STER STEVENS CREEK @ FINCH aFABRICAWNINGSETONALUMINUMFRAME. CUPERTINO�CA a6'IPE T8G WOOD BOARDS.CLEAR STAIN ❑7 CEDAR TRELLIS,BRACKETS.TRIM 80ARDS,8 FACIA BOARDS.STAINED OR PAINTED A A aBOARD AND BATTEN WOOD S�DING OIEXTERIOR SHEATHING S U B M I TTA L 8 PER STRUCT.,PAINTED. ❑CEMENT PLASTER SYSTEM O!EXTERIOR SHEATHING PER 9 STRUCT.LIGHT SANO TEXTURE,PAINTED.COLOR:SEE COLOR SCHEDUIE �O CIEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITN CLEAR GLAZING MAIN STREET CUPERTINO AGGREGATOR.LLC �� CLERESTORY WINDOWS WITH OPA�UE WHITE 203 REDWOOD SHORES PKWY,STE 2�0 FILM REDWOOD CITY, CA 94065 �2 MTL.FRAMED AWNING W/ALUMINUM PANELS �3 2'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUNALENT.CLEAR ANODI2ED. 14 ALUMINUM FRAMED AWNING WI GLASS CANOPY R 15 PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA CAST STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. �1 BRICK VENEER SET IN PUSTER SYSTEM. (RUNNING BOND PATTERN) K�r+�.c r H H 0 O H i 4 U L s e ❑�u�n c a s .�c � BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOIDIER COURSE) ��5 M o.�� w o-..., a o.a s��. �a a 17 L.E.D.SPOTLIGHT FIXTURES M a��. � v .. c. e s e 9 6 s o�o a 18 CERAMIC TILE SET IN PLASTER SYSTEM. ca+su�rnrrr 19 HM DOOF2.PAINT TO MATCH AQIACENT WALL �•� S A �yi 20 GA3 METERS-PAINT TO MATCH ADJACENT WALL �V�P'�p.��TFn �. .�`: � INOICATES BUILOING ADDRESS *:�C12,878 T;* 21 RES i .�6 30 13 ,: �_J LOCATION-17 HtGH LETTERS N:. 5,�� '•, a ALUMINUM CLAD PARAPET 9�'•• ..•'� �CA�1F 23 ALUMINUM AND GLASS FOLDINQ FRENCH DOOR SYSTEM 24 �UMINUM AND GLASS SIIOING OOOR SYSTEM KFVMAV N 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DET/ULS �RETRACTABLE FABRIC AWNING. `9 27 METAL FRAME AWNING W/PERFORATED METAI PANELS --- I �/ � Q �-�w. -----.. 28 BRICK OR STONE VENEER EXPANSION JOINT � � , - _ i u ^- . , 2 �CEMENT PLASTER EXPANSION JOINT � � ' " �' l-� — _`' - . `-t. �COPPER GUTTER AN�DOWNSPOUT ' ." ' :- '` 31 OVERFLOYV DRAIN TO DAYLIGHT AT BOTTOM OF r�v�sw� WALL 32 DECORATIVE LIGHT FIXTURE.SEf ELECTRICAL DRAwINGS ❑KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE 33 pREVENTION BUREAU REOUIREMENTS as�x s-�ccessiswiTV wiNOOw oECn� ] �LINE OF ROOF SIOPE BEYOND � LINE Of ROOf ORAINS AND OVERFLOW DRAINS �32'-0' �OND.CONNECT TO UNDERGROUND STORM ___- WATER SYSTEM PER CML +28�� 37 PREFINISHED ALUMtNUM CAP FLASHIN(3 a5-0'0 TOWER CLOCK SURFACE MOUNTED DIAL p�Cr No. 22.559 0�� 08 30�2013 39 WROUGNT IRON MEDALLION.SEE DETAIL'IO/A7.7 �� AS SHOWN 4O ROOF SCREEN,SEE DETAILS 1WA7.6 �CKED BY 41 MECHANICAL ROOF WELL W/SCREEN C O L O R „� I + I ��; J.L� ';':` 42 POTENTIAL DOORS FOR FUTURE TENAPIT E L EVAT!O N S ; �- � r ':�,.-a�`!'� I �ii i ,,�.... --.��' * , � , ,, �B�o,�o�►�N�F�►�, RETAIL SHOPS 3 �� ` ,.,�� , � '�� , r,, � TRANSFORMER � ,��. '� ui � �� N iii � � 1 45 TRASH ENCLOSURE � i � +"'�"?-4 �„�` 1 �� n, `�-� 46 �ve w000 sancEO eo�rtos iN 2 C 1 . / _i - v. :..,� �S7LFWIME �� 47 6'METAL SPACEO SLATS.IN STEEL FRAME � _-_ �WATER FOUNTAtN fEATURE,SEE SHEET A7A SHOPS 3-SOUTH ELEVATION ��8• 1 4s WROGHTIRONBARNBRACKETANDWELL CO 2013KENNETIIROORt(,7JE56PARTNERSJNC. 0 0 � P3 0 0 � w � ` � �� `�:� t� �+�i.��t ,,,, '� ' �� ""� : ___ .�! nK �'�� "�r m � � wn �� 3"� � R �'- x � � _ �, �. �� - „ 4 �"a�i,�� . 1 i'� {� �j�n��. �M,ti:if4'�•�� Ii..» . ', �°�: �P ii � .�� `I .��`� � (� �:;� N S , a : ° ;' f 12 35�, ;� COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 7:'GEORGIA CLAY' R� ROOF 1:"MCKINLEY HEIGHTS' Q WOOD STAIN:'BRICK RED' �SLATE TILE ROOFING OIEXTERIOR SHEATHING PER 31 OVERFIOW DRAIN TO DAYUGHT AT BOTTOM OF MANUF:DUNN EDWARO MANUF:AMERICAN SLATE MANUF:OLYMPIC STRUCTURAL. WALL TYPE:DE5181 TYPE:SLATE TILE TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD COMPOSfTE SHINGLES ROOF O/EXTERIOR SHEATHING PER DECORATIVE IIGHT FIXTURE SEE ELECTRICAL OPAINT 2'SUNSET COVE' R2 ROOF 2:'SLATE GREY' �WOOD STAIN:'CLEAR STAIN" a STRUCT. 32 DRAWINGS MANUF:DUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:OIYMPIC KNOX BOX SYSTEM(KEY BOXJ LOCATE PER FIRE TYPE:OEC708 TYPE:COMPOSITE SHtNGLES TYPE:T3G WOOD BOARDS �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. �pREVENT10N BUREAU REQUIREMENTS P3 MANUF:�UNN EDWARD R3 MANUF:BARRIDGEE• �MANUF'AL AEVIST�A BY DALT�E� 4❑STONE VENEER SET IN CEMENT PLASTER. �6'X 6"ACCESSIBIUTY W�NDOW DECAI TYPE:DEW380 TVPE:STANDlNG SEAM METAL PANEL TYPE:CERAMIC TILE P4 PAINT 4:'SHORTBREAD' �STONE 1:'EMBASSV BIEND' F� FRAME 1 CLEAR ANODIZED a FABRiC AWNING SET ON ALUMINUM FRAME 3$ LINE OF ROOF SLOPE BEYOND MANUF:DUNN EDWARD MANUf:CORONADO STONE MANUF KAWNEER TYPE:DE6131 TYPE:STONE VENEER TYPE:DOORhNINDOW FRAME LINE OF ROOF ORAINS AND OVERFLOW DRAINS �6'IPE T8G WOOD BOARDS.CLEAR STAIN � g�pp�D,CONNECT TO UNDERGROUND STORM PS PAINT 5:'VYARM HEARTH' �STONE 2:' ' A� AWNING:'BLACK' WATER SYSTEM PER CIVIL MANUF:DUNN EDWARD MANUF: MANUF:SUNBRELLA CEDAR TRELLIS.BRACKETS.TRIM BOARDS,6 TYPE:DE6110 TYPE:STONE VENEER TYPE:FABRIC AWNING � FACIA BOARDS.STAtNED OR PAINTE� 37 PREFINISHED AIUMINUM CAP FI.ASHING OPAINT 8:'GOLDEN CREST' B� BRICKI'aD CHICAGO 6 PALOMtNO BLEND' O AWNING:'BLACK AND WHITE' ❑BOARD AND BATTEN WOOD SIDING OlEXTERIOR SHFJITHING MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELLA 8 PER STRUCT..PAINTED. �g'-0"0 TOWER CLOCK SURFACE MOUNTED DIAL TYPE:DE5353 TYPE:BRICK VENEER TYPE:FABRIC AWNING CEMENT PIASTER SYSTEM O/EXTER�OR SHEA7HING PER PAINT 7:"ALPACA WOOL" PRECAST STONE:"CHAMPAGNE" AWNING:"WHITE' 9 STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR:SEE COLOR P7 MANUF:DUNN EDWARD �MANUF:VENTURA CAST STONE OO MANUF:SUNBRELLA 39 WROUGHT IRON MEDALLION.SEE DETAIL tO/A7.7 SCHEDULE TYPE:DE6113 TYPE:TRIM,CORNICE,SILL 8 MEDALUONS TVPE:FABRIC AWNINCs CLEAR ANODIZED ALUMINUM STOREFRONT iO �ROOF SCREEN,SEE DETAILS 10/A7.8 P$ PAINT 8:'DRY DUNE' �PRECAST STONE:"DOESKIN' SYSTEM WfTH CLEAR GIAZING MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE CLERESTORY WINDOWS WITH OPAQUE WHITE TYPE:DE61'14 TYPE:TRIM,CORNICE,SILL&MEDAILIONS �� F�� 41 MECHANICAL ROOF WELL W/SCREEN OPAINT 9:'ENGLISH SCONE" �PRECAST STONE:"LIMESTONE' MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE �2 MTL.FRAMED AWNiNG W/ALUMINUM PANELS 42 POTENTIAL DOORS FOR FUTURE TENANT TYPE:DE6108 TYPE:TRIM,CORNICE,SILL 3 MEOALLIONS �PAINT 10:"YUCAT/W' Q METAL PANEL:"BONE WHITE' 13 2'EXTRUDED ALUMINUM REVEAIS BY FRY 43 BOARD AND BATTEN SCARF JOINT MANUF:OUNN EDWARD MANUF:ALUCOBOND REGLET OR EQUIVALENT.CLEAR ANODIZED. TYPE:DE5269 TYPE:WALL PANEL �4 ALUMINUM FRAMED AWNING WI GIASS CANOPY �MANUF:,DUNN EDWARD �MANUF AIUCOeOND�EO��R• PRECAST STONE TR�M,SILL d MEDALLIONS 8Y VENTURA CAST TYPE:DE5268 TYPE:WALL PANEI �5 STONE.INC.,OR EOUIVALENT.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLAST£R SYSTEM. �� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDiER COURSE) E D � C � ST2 B � � A 17 L.E.D.SPOTIIGHT F�XTURES 39 36 35 43 15 7 4 7 7 18 CERAMIC TILE SET IN PLASTER SYSTEM. +32'-0• 19 HM DOOR.PAIM TO MATCH AOJACENT WALI __•_- •_. -- ._._._ --- ------- --- ----�----------+�,-8• � y� � �° ' �GAS METERS - �.�� - —— 4.�`�" � i� ! '-�^--,.� � , w � ��A 21 rDORES� �ICATES BUILDMG ADDRESS �; ' -,,,, .�" �y " � �,,,„< e__J LOCATION-12'HIGH IETTERS (.r� R .� � ��y� . ` '__._....... . ......_ , ��p ��.� r ,,p ! !` ., �'+ - _"'_"� a�L�*fTx��,'"`ilY.�} `�x ��M\�` �e �' � ALUMINUM CLAD PARAPET �, �a � �� ' ; , ,�] M � �t'' i. 1� * .'�' ...... � ..�' F',�"'��..�� ., �. I �! . _ - ��'' (�, � "� � � 23 ALUMINUM AND GLASS FOIDING FRENCH DOOR SYSTEM !� 'i - -- ii1Rr �� k�}I�; �� j� � �{i' - - ------�--�---�--'--++f�• • p ;��r�"" �$" �if � 'I -' � I '' ; '� f + _.._ - � Y- y,�„�,r.`� : 24 ALUMINUM AND GLASS SLIOING OOOR SYSTEM , .........,. { ' ` ' � ,,,, : � ili� � � ,_ , � � �? 1�� illl � 3 : � �� . q�I!i — ,t , , ° _r. T� y.�w�_,�' �w� � r�$u STEEL FRAMED SIGNAGE STRUCTURE E � i f . .... � a � "�'• i�� <' � � k.t � � � � v: ` �� 1� �*�w�w� 25 TRUCTURAL DRAWINGS AND DETAILS ;,,__. ._ ... . -- ---_ , _� . �. ____ � ,.... _._.w..___,..,.., -'� tt 4 �,� '�,,y�u. ,r� 8 ``�. � � il I �f �� ° 1 �� ,.�' a RETRACTABLE FABRIC AWNING. r.. � 1^ � 1�' ;----------------------------. , � ; -�� --SEE CLOCK i �� ' J `��- i TOWER ELEVATIONS ,��___Y_ �...-.�%',....�' � i . �i � i O \ 1 ; � � ; � � � ; ; 43 36! ; �� i i i � ��'°�''t%'a s . i � I '� ' i r � '` a i � � .`.. �_-�- , �'�'� � �7�. � � i r v i k� � � 4 J� fj�'� T l ';� -' � �; a� � � <* } �b '�� , � �� . , t .}�t.,,.�.�.�.t_ �' � ° <� ��.�t��< -`r r`;_�,i i � !� r * . yt ,�1,1�I �� 4 �11 , �r� �� rs � !�'�. � � �'' �I w.'�+ 1� _��''. �:: � � . . ��,�.,.��`'�1, �'f � �",��,t Y + � y Y) .Li � 4 1"F3�'�� .� `k r�1_�,- t v; � �' - - � � -- - - �n'i.yi..y..a..a♦�aa.♦a♦♦ -- � i`d � ��:� -,o- :� i ��'��.�. � . .�_ J Q i+29'-S� %—�-- , —�—�' , jill � IIII a METAL FRAME AWNWG W/PERFORATEO METAL PANEIS ��1 I. ��. I . �� i��.� E ��:. * t. " � 2$ BRICiC OR STONE VENEER EXPANSION JOINT .y'N'Y�,vnP^"'TT'� A9 . .. F+x.v T e s4^4 �CEMENT PLASTER EXP/WSION JOINT Y YY SHOPS 4-EAST ELEVATION ��s• 2 �COPPERGUTTERANDDOWNSPOUT ��ei�i�i �+�� ' , �j ti A' . .�,... t' .N. �: .... O �.l_A__� _�� ST2 O � �S P3 � f 1 a. t, tY � 11 t �i� 1�i�i� ` s ! w�� . .�. .�*. . �� ' f ' �_ • • •!�f�_ � i a■��s �� s" -�, . , � . O CT1 ST2 � , � � ��li� J � � i I, 1 � � __ 1� �.. . .wa '■�� , �� .�� _. E� �3.+ +28'-0' O O R2 n ,�4 �' ` �-• ■ �,...,.�.�.:�.t�i� � �`� �� -:, - se� r� s x +3. i° ' '` �• ;:;;. . ,�:'�, . ....�..:....d 7 I , i'�'l.n rtt,r�� t �� 1 l._.? a`L�� .i ��t��(�� ,��'�l�yy�,�� . � L�' .I�- .�_,:4-=-.z�._� . ;� , --�r�- :.ibi,��-r.aR-�.!30�-;� 1 '_._ __ '_ ' '�'____-' M . _� ,--�---�-•-�-�- -- . � -'in�� , { � � ��'� ;;' ��-�� !i �+ §- "� °-ri�,�. � i4 � ��;; �� - �� s� '"° . • .. Z°.c." . �`":� '"+.+ne,: SHOPS 4-NORTH ELEVATION � ��e• I 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E M k E'H N O D M I G U E 5 6 P�H T N C R 5 Y l: ��e h e.�n w n�,m.n R o.e s��. z o 0 wo�oi..� v... c� e s c e e s o r o c coNSU�turr ��u.i 5��A�h'i c,`�'�a°°�'''•��, `:;� �•.�� ''�'�c�z,a�e�: *�.�83013s�� N9'• � �CA��,.� +..uM. ,� II �'`w. 1 t{ � l�y M' =i� '',• A i '�� I :� REViSiON 11.15.12 PLAN CHECK SUBMiTTAL SET 02.08.13 RESPONSE TO PLAN CHECK t 02.28.13 ASA REVISIONS vao�cTno. 22.559 0�� 11.15.2012 a+"N'"�' � AS SHOWN cr�crcEO er ELEVATIONS RETAIL SHOPS 4 2C1 .2 O10�3 KENNETH RODRtGUES t PARTNERS.INC. O R2 SEE PAD 3 ELEVATIONS 1 2 ,--------------------------------------------------------� i �� • ` � � � � � s }� �+ r i � � � �q `•i' J� s�'T i , ,. ��i t �{,`p�.� . � .� ''.r .� . >'';`' t "r Y G' '�u"!_ I ,��d��„',�r^ � ,,.�-,�3`.�'l:lr._, �,,�U , , r � � t . ,c.. j:. r,..-�...,._ _ ,.,.,ti ' 1"�f� ..i::.. -•_ i ' . � ; ,. �,..-�- _� ��+• , ' • ' � — ` ~'°``� ; _ :,� ;r , , .�-� . r- _ � �_ _ I ' --�"�" ---� _-�.._'`".. � ;�,�'�&� . �� -„ '�_ �.--f � ��,�,�"� � ' � ti- �.�'� � �� &'� . �� r� � ° �' -- `�,, �� 5,� *• „� � . _ ; ,��$� y� ... ..... .. . . ....._.._. ._.i ��{w : �� i i t'� r- ------- } -��` q 1 � �� ' � � i .��.,°(" ";„�` ._....�_ .. -=t�=�-_��;�i . .. i �� rt; E� '�.i 3 ��'� ' . � � . �� ' �, �� t. � � � x � ;. ; � � ��:� � 1 �1 ii�� , ` ------------------ Qo i � C�' � 0 8 COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY' MANUF:DUNN EDWARD TYPE:DE5181 OPAINT 2:'SUNSET COVE' MANUF:DUNN EDWARD rv�:�cioa P3 PAINT3:'WHfTE" MANUF:DUNN EDWARD rv�:oew�eo P4 PAINT 4:'SHORTBREAD' MIWUF:DUNN EDWARD TYPE:DE8134 P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD TYPE:DE6110 OPAINT 6:"GOLDEN CREST' MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT T'ALPACA WOOL' MANUF:DUNN EDWARD TYPE:DE6113 P8 PAINT 8;"DRY DUNE' MANUF WNN EDWARO TYPE:DE6114 OPAINT 9:'ENGUSH SCONE' MANUF:DUNN EDWARD TYPE:DE6108 �PAINT 10:'YUCATAN' MANUF:DUNN EDWARD TYPE:DE5289 P3 Q � � O `�2�_ � ,�� i SHEET KEYNOTES �MANUF:'D NNN D RD �MANUfPA�LUCOBOND�I�• �STRUCTU��NG OIEXTERIOR SHEATHING PER �COPPER GUTTER AND DOWNSPOUT TYPE:DE5268 TYPE:WALI PANEL 2 COMPOSITE SHINGLES ROOF O/EXTERtOR SHEATHING PER 31 OVERfLOW DRAIN TO DAYUGHT AT BOTTOM OF R� ROOF i:'MCKINLEY HEIGHTS" �METAL PANEL:'ANO�IZED CLEAR' �STRUCT. W�� MANUF:AMERiCAN SLATE MANUF:ALUCOBOND DECORATIVE LIGHT fIXTURE,SEE ELECTRICAL TYPE:SIATE TILE TYPE:WALL PANEL �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 32 DRAWINGS ROOF 2:'PLATINUM' WOOD STAIN:'BRICK RED' R2 MANUF:PRESIDENTIAL SfIAKE 8Y CERTAINTEED S MMIUF:OLYMPIC a STONE VENEER SET IN CEMENT PLASTER. 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FiRE TYPE:COMPOSITE SHINGLES TYPE:TRELLIS,BRACKET,TRtM BRD 3 FACIA BRD PREVENTION BUREAU RE�UIREMENTS R3 �UF:BARRIDGE , � M�IUFSOLYMP C�STAIN' a FABRIC AWNtNG SET ON ALUMINUM FRAME. �6'X 6'ACCESSIBIUTY WINDOW DECAL TYPE:STANDING SEAM METAL PANEI TVPE:TdG 4V000 BOARDS �6'IPE TSG 1NOOD BOARDS.CLEAR STAlN 35 UNE OF ROOF SLOPE BEYOND � SMANUF:'CORONADO SONE �M�,ALTA VISTA BY DALT LE CEDAR TRELUS,BRACKETS,TRIM BOAROS,8 LINE OF ROOF DRAINS AND OVERFLOW DRAINS TYPE STONE VENEER TYPE:CERAMIC TILE �FACIA BOARDS.STAINED OR PAINTED 36 BEYOND,CONNECT TO UNDERGROUND STORM �STONE 2:' ' F� FRAME 1:CIEAR ANOOIZED ❑gpARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING WATER SYSTEM PER CIVI� MANUF: MANUF:KAWNEER 8 PER STRUCT.,PAINTEO. TYPE:STONE VENEER TYPE:DOORlWINDOW FRAME 37 PREFINISFIED ALUMINUM CAP FLASHING CEMENT PIASTER SYSTEM O/EXTERIOR SHEATHING PER BRICKI:'OLD CHICAGO d PALOMINO BLEND" AWNING:"BLACK' 9 STRUCT.LIGHT SANO TEXTURE,PAINTED.COLOR:SEE COLOR B� MANUF:CORONADO STONE A� MANUF:SUNBRELLA 38 6'-0"0 TOWER CLOCK SURFACE MWNTED DIAL SCHEDULE TYPE:BRICK VENEER TYPE:FABRIC AWNING CLEAR ANODI2ED ALUMINU#A STOREFRONT �Q 3J WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 �PRECAST STONE:'CHAMPAGNE' O AWNING'BUCK ANO WHITE' SYSTEM WITH CLEAR GLAZING MANUF:VENTURA CAST STONE MANUF:SUNBRELIA CLERESTORY WWDOWS WITH OPAQUE WHITE TYPE:TRIM,CORNICE,SILL R MEDALLIONS TYPE:FABRIC AWNING �� FILM 40 ROOF SCREEN,SEE DETPJLS 10IA7.8 �PRECAST STONE:'DOESKIN' A3 AWNING:"VVFIITE' MANUF:VENTURA CAST STONE MANUF:SUNBREILA �2 MTL.FRAMED AWNING WlALUMINUM PANELS 41 MECHANICAL ROOF WELI W/SCREEN TYPE:TRIM,CORNICE,SILL d MEDALIIONS TYPE:FABRIC AWNING �PRECAST STONE:'LIMESTONE' t3 2'EXTRUDEDALUMINUM REVEALS BY FRY 42 pp7ENTIAL DOORS FOR FUTURE TENANT MANUF:VENTURA CAST STONE REGI.ET OR EQUIVALENT.CLEAR ANODIZED. TYPE:TRIM,CORNICE,SILL 8 MEDALUONS 14 ALUMINUM FRAMED AWNING WI GLASS CANOPY 43 BOARD AND BATTEN SCARF JOfNT DPRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA CAST a TRANSFORMER 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FiNISH. 4S TRASH ENCLOSURE �� BRICK VENEER SET IN PLASTER SYSTEM. ❑�pE W'OOD SPACED BOARDS IN (RUNNING BOND PATTERN) � STL FRAME BRICK VENEER SET IN PLASTER SYSTEM �{DOUBLE SOLDIER CWRSE) O O P3 O O F1 � ST2 O �S 35 3$ 8 39 10 1S 4 � �� L.E.D.SPOTLIGHT FIXTURES �$ CERAMIC TILE SET IN PIASTER SYSTEM. a P3 � +32�-0� �9 ��R.Pa�dT TO MATCH ADJACENT WN1 1+ -------�---- `� LY.y l..,f.�L LS.J ?7,Y.� 4.iI1 � 'Y.il�i, I...� ,1 �T ��+ 'i„7. .. .� �t_il"Y' �_„_1 J '� 1.L ' �'� J,:.' .'?1 l_. ::'4 '� �GASMETERS-PAWTTOMATCHADJACENTWALL �,F� � rXi J1 _ _ _.:.� � �� . � ��' ------ *28'-t?" -�----:- -- � � ri ' = • �1 ' � iNDICATES BUILDING ADDRESS ,�j�� 1� '�.i.i � � j ; �.7 ( � "•t"� �. .,` ' �i �RES� LOCATION-12'HIGFI LETTERS .. � , � . . y j C 1 i , . � (t,:, L i�: ;� - I �� L � �^y � �� c � ,� a ALUMINUM CLAD PARAPET , . , � - _ p _ , �� `��, . �� , 23 ALUMINUM ANO GLASS fOLDING FRENCH DOOR SYSTEM i'' � _ ,„ s•,.8^ ,- <l . i � ,t . � rn — _ 4` '_ a�( �, ii � " ''4 ' ,.t 'i�µ)* µ 1, . � �-;��^-� Z4 ALUMINUM AND GLASS SLIDiNG DOOR SYSTEM r,r !!I:'I,I ii ',1. �., ��!�� 9 ° '�.� STEEL FRAMED SiGNAGE STRUCTURE;SEE . � �, "ii ' � � ,� 'f�'; I t �"�,>'� 25 STRUCTURAL DRAWINGS AND DETAILS �ii � ��u I � I i t � i�� ' �ii � ,� +• • �RETRACTABLE FABRIC AWNING. �� ,,,► ,,;; , �., „�� ,- ' � 27 METAL FRAME ANMiNG W/PERFORATED METAL PANELS ��n , I I � � � ,s� �� _ � � � ��;- - ZB ORICK OR STONE VENEER EXPANSION JO�NT i '6' � OI/�� r '_y' „ "" �CEMENT PLASTER EXPANSION JOiNT SHOPS 4 —WEST ELEVATION I ��e" I 2 � L SEE CLOCK TOWER ELEVATIONS � i � � i i T ' i i i � � . ; ,�3 [+`��Yi�'°r'�:'__*,. �:, �.�'�, ��j T� \ / � i �� 1 I V�► �vl�z�l MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL AAIN STREET CUPERTINO AGGREGATOR.LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 1� N E h N E T H R O 0 R G�E 5 6 P�R T Y E R 5 i\� ��3 N a r t� N�1�n�n R e s Q S a i 1• 2 0 0 uo,��„�� v�.. c� e s o a s= c�u o CONSULTANT �a5�,a.!�y, G�U:P.ROD4i��'�'�` ♦;;Ct' �'�`:C� a �'"'C12.818 T; .�t;�s 30�s s;'� N�:, �: ��CA�� r�,�w N ..., --�-- . ....... �_��,�'. � ��, — —r o�.t ��;; �_ � _ , : , . I _ , � � .. �, l! _ —, _ ,, , ; , . , � € r--, _ 4-` ' -. � -''�- -, . .� �� o.�cr r�,o- 22.559 0�� 08.30.2013 ORAWNBY SCALE cr�c�o er COLOR ELEVATIONS RETAIL SHOPS 4 2C1 .3 � �._________ - SHOPS4-SOUTH ELEVATION us• � CO p�3KENNETMRODfi1GUES8PAlZ�NERS INC COLOR/MATERIAL KEYNOTES SHEET KEYNOTES ', P� PAINT 1:"GEORGIA CLAY' O PAINT 9:"ENGLISH SCONE' B� BRICKt:'OLD CHICAGO 8 PALOMINO BLEND' CT CERAMIC TILE 1:'DESERT SAND' �SIATE TIIE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD MANUF:OUNN EDWARD MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE STRUCTURAL. TYPE:DE5181 TYPE:DE8108 TYPE:BRIpC VENEER TYPE:CERAMIC TILE ❑COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER P2 PAINT 2:`SUNSET COVE" �PAINT 10:'YUCATAN' �PRECAST STONE:'CHAMPAGNE' F� FRAME 1:CIEAR ANODIZED 2 STRUCT. MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:KAWNEER TYPE:DEC708 TYPE:DE5269 TYPE:TRIM,CORNICE,SIIL 8 MEDAILIONS TYPE:DOORIWINDOW FRAME �IARGE CUT STONE VENEER SET IN CEMENT PLASTER. OP3 PAINT 3:'WHITE' � PAINT 11:'SUNDOWN' C PRECAST STONE:"DOESKIN' A� AWNING:'BLACK' MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE O MANUF:SUNBRELLA 4❑ STONE VENEER SET IN CEMENT PLASTER. NPE:DEW380 TYPE:DE5268 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING P4 PAINT 4:"SHORTBREAD" R1 ROOF 1:'MCKINLEY HEIGHTS' �PRECAST STONE:'LIMESTONE' O AWNING:'BLACK AND NMITE' �FABRIC AWNING SET ON ALUMINUM FRAME. MANUF:DUNN EOWARD MANUF:AMERICAN SLATE MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE6134 TYPE:SLATE TILE TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AYVN�NG a g•�pE T&G WO00 BOARDS.CLEAR ST/UN P5 PAINT 5:"WARM HEARTH' R2 ROOF 2:'SLATE GREY' Q METAL PANEL:'BONE YIMITE' O AWNING:'WHITE' MANUF:DUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:ALUC080N0 MANUF'SUNBRELLA ❑CEDAR TRELLIS,BRACKETS,TRIM BOAROS,d TYPE:DE6110 TYPE:COMPOS�TE SHINGLES TYPE:WALL PANEL TYPE:FABRIC AWNING � FACIA BOARDS.STAINED OR PAINTED OMANUF:OUNDEDWARD r R3 MANUF:.wBARRIDGEE• �MANUF:ALUCOBOND�ED��• a PER SDTRIICT,�PAINTEDO�SIOING OlEXTERIOR SHEATHING TYPE:DE5353 TYPE:STANDING SEAM METAL PANEL TYPE:WALL PANEL CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER P� MANUF�DU N D ARD• T� MANUF tCORONADO STONE+ � W�u SOTNN'�'."BRICK RED" ❑�HEDULEGHT SAND TEXTURE,PAINTED.COLOR:SEE COIOR TYPE:DE8113 TYPE:STONE VENEER TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD �CLEAR ANODIZED ALUMINUM STOREFRONT PB PAINT 8:'DRV DUNE' �STONE 2:' ' � 1NOOD STAIN:"CLEAR STAIN' t0 SYSTEM WITH CLEAR GLAZING MANUF:OUNN EDWARD MANUF: MANUF:OLYMPIC TYPE:DE6114 TYPE:STONE VENEER TYPE:T8G WOOD BOARDS �� CLERESTORY WINDOWS WITM OPAQUE WHITE FILM 12 MTI.FRAMED AWNING W/ALUMINUM PANELS ,-�' � � 2'EXTRUOEO ALUMINUM REVEALS BY FRY � 2 O3 3 f'ifl��'�'� �� ,� 13 REGIET OR EQUIVALENT.CLEAR ANODIZED. I , �: O O O �� 4 ALUMINUM FRAMED AIMNING W/GLASS CANOPY STZ Fi � R1 � � Ai R1 F1 �' �� 5T2 Ai PRECAST STONE TRIM,SILL 8 MEOALLIONS BY VENTURA CAST 4 7 41 i lO � 7 � 2i 1 4i ' �� ! Z3'1O 4 � � 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. q s �� (RUNNING BOND PATTERN) �tl�� '��'�'��"' I - � BRICK VENEER SET IN PLASTER SYSTEM_ � , � �j'�� (DOUBLE SOLDIER COUR5E) . I . ' , �° �,� ,' �. 4 ��L T 7,'::�, - - - -- - - �Y,; 17 L E.D.SPO7LIGHT FIxTURES +2T-2" ; ,. °;�►."�.��, r +Yt''�."1. ' Z...�.. :.1. '` .[ I.._. �k�,7i11 ------ F :: . �.�.. ..r.- _�. . ._.. ..... , �--- i y „_.- " �n r�� ,� �^-'i��1*-��`:-•r,�: - - :��.r��U-u 18 CERAMIC TILE SET iN PLASTER SYSTEM. , _ . ._..._ .. ..._... _ . , _ � `� y - ," ��. .C__.. ka:+�+�, e•' , +-� i ' - ❑ µ . . �i"�1 #7� i�, � '' ' ` ' ' �: �� :� �'y' "�""� ��, G,� 1 ��. `� ,� �..-� =�$�� M � . 1..,,.. �.; ....�'-,.. . , :ll.ii,..f .. i" _ .. .... r; 1, .:.... ..;,..,.., . d. y y 4i i_JL � 1 L� 1�.� ��- .y..: a° IT , _ �, �'�, , : ` , ,i: � i: . �. {.,..A �. 4 .,; , .. - � -�,:. - i;_: ,=.,L- - r, L'; .• ` �.. I.El" J� L ,J J , ,. �, �.--. ', , 1° l '" ,G_ � :r� `�. ,,..�, 1.�, �w-�l � �1 �.i,:_ �J� - • � -�t„ I" [,. �1!' i, ;T�;(`� _ ,( 1' 1 _.:.ti�. • �',�`_�� '"L jj-y,�.:;.,� .� _ _ �'�_�, 19 HM DOOR.PAINT TO MATCH ADJACENT WALL -�-�.. 1. l. ..C_ ,:a.lL-�l :_J. _.� t,i - -_L L R � � :�+� - � I. i :,: , � -Z; i t �- �;�tiT=� ��"I 1 _� .:��.. A : - -- - - -,�, - � . .� ��---- --- �U� U__�� _ `L `�`L_J' _ ,,, � , , a 4 :.; ' . � .��. � �� ' � . .. .. ., ....v� �� b'�,� ;�s �, � J 1 I ':� � I f F� -I 5� y � ��.� T 1 y Y� IL�7T �GA3 METERS e . a:�� s� �> i �t�!�,a , � . � r . �� , , , � A y „ - , . .. : ....� � l�. ��w � .. � i.. ---_-'-- � . ` . Y -�_ -� ._ - .w ��,�.. <' �. � . . . �'� '�� -- � ` , n 21 rOORESS� INDICATES BUIIDING ADDRESS ti„ N•.- _ ___•___ ,� ' ,� "- -Lr u LOCATION-17 HIGM IETTERS -14,`��—��._` • � ;...,,•,;;: �++�....,s a .ea;�. ;;.., � �_: ,�,� � ^� ... r---.� _._-+'T-0`-- � --- �. �'n __.cT.. �--J + .� s� � .�.�,.�. ..�_.� � „,.�,:,.. �. . 1�: . :�.d � c ___.... _._� ��. ,. �.: , v � ,. + a I I 22 n�UMlran�cuo Pna�T �� . , ) � �.. ' �e � � �:.,.� _---- '..D a f „ � � � a � e. n ----� -- y`i� ��_ ,� ' ` _ - „ �-—�:� 23 ALUMINUM ANO GU163 FOLDING FRENCH DOOR SYSTEM d� . . � � � .�� ,.R � �... N � � p ! i � �r�>;s;} _ � 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM k i'� d � + I � I 0 .� _—_ , � ' ' . R: � u` � � � *:: 1 . T � ,��1` � � I�, ax�� , � �I ` �n � STEEL FRAMED SIGNAGE STRUCTURE;SEE � `�` « S� TRUCTURAL ORAWINGS AND DETAILS u • < , y. �° il — �: �.. t �`{ +� y �'I ,�` �.,, y _ . �-0w ' $� ..`fj +� !o — �, • � 11 _. , ' e � V i ... t' 0�-�� .. S.. N` {;: � .� �,.;q 1� F� ' . ' . � T� . � .'� ii i� n ,.:'� LA ; 25 S �: , -•-- "-, ' _ , �� . � . ----. -� -- �RETRACTABLE FABRIC AWNING. '34 34 Y 2) METAL FRAME AWNING W/PERFORATED METAL PANELS SOUTH ELEVATION ��e• 3 NORTH ELEVATION ��s• � 2e BRICKORSTONEVENEEREXPANSIONJOINT DCEMENT PLASTER EXPMISION JOtNT aCOPPER GUTTER ANO DOWNSPOUT �^�� ,,� ❑OVERFLOW DRAIN TO DAYLIGHT AT 80TTOM OF ,-*fi Il t',�,�7"i��•-^�� r,'i'-� ��:i r�`��;�. 1Y*�. 31 wALL O O O '��'�k � � � ..� ._4^-_� ' � �::��m V�-� ai``.,�_:�. O O O DECORATIVE IIGHT FiXTURE,SEE ELECTRICAL � � � � �ORAWINGS Q ST? � A1 � � � ; $� A1 F1 Q Fi � ❑KNOX BOX SYSTEM(KEY BOX)LOC.ATE PER FIRE 7 4 10 41 36 7 26 24 2i1 30 / � �/ �� 4 26 7 41 24 10 ] 33 ��ENTIONBUREAUREQUIREMENTS ' a s•x s^nccessieiuTr innrvoow oecru I °� 3 ` �� 7��".'�.�-'��i� ��o a .. ( c'� ��'�°`F� �. * + . 1 . � t ,_ I , � :��L�: :�,_��, , ., , , o LINE OF ROOf SIOPE BEYONO -, � � ^ bn i ff ' ' � � ` UNE Of ROOF ORAINS AND OVERFLOW DRAINS ^ � � � �L � � '_ T_ � , ' L li � ; --- _ V , }� L � � y � � � y�� 44' ; �� • BEYONQ,CONNECT TO UNOERGROUND STORM �. � 4 � f� I � � +2r_2*--�--' -- ' �"''# � ;� �Y ��' . '�+� =�-�, r �i :I ;, 4 � � -- - - t.,�.°,_�±2r-r WATER SYSTEM PER CNIL —— --- .. —— -- _. � i + ;.i� � `;� I � � ` � � � � + -- — K - 3� PREFINISHEO ALUMINUM CAP FLASHING - ' ',. ,� , � 7 r � , ,��- — ; ;, 4�.��. �� ` 3.5� � � (, :i� � i 4 1 y -�` � � .�.- ' -. � � ,��'�' f- � � 12 �8'-0'0 TOWER CLOCK SURFACE MOUNTED OIAL . � __. _ ___7 ,, �.. ' _ _�_., ��} �-,.-�.., ----�- __ ,_ � -�3.5 „�. � < �----- - �,. �- _`� � �, �ir � �� . . ,- j- y-�' ,.- I _�-;. ` � ,� "� � ,� - 1 i : i----- �- -� ,^'II�� - �_ �. �--. .. ` t- - -------i a WROUGHT IRON MEDALLION.SEE DETAIL 1QIA7.7 � � , y ��.i%% `_ � � . - � � � -, . , - • -_ _ __, , _ " � . ^ nn- n - � mi u - `�'�`�-' �'�.. u " _ �ROOF SCREEN.SEE DETAIIS 10/A7.8 � ^ ,i . �� i � <.. .. p�. � ` r ;; _ n - �--=---�°�:-� CG 1�" -,� � ,` �`' w' �� , , " � .,,.;. ;14-0 � , , ,i -- ' +�•,.� un ��n '°Wia"ti' i�a_ _ - • t14'-0' ----- — ; .� s=° � iui u�� =� - u, — �-�'--- 4i MECHANICAL ROOF WELL WJ SCREEN �` ,�n'.>- _�Y A ;._. ..... ._.__ I .._ , 'f � ii : t� . . �L �n . '�q .. �. : •1. NII UII � 7 „ _' 9° � 'f ii 1{ :..-__—r... .... ,, � _ ....._. . . .,1 ,. g. .I i� y,�,,,.,,,,, � �� ..NI 11�� j��. �.� 4: /15'6�," � .� � :11 II , �. ' �� pll II�1 �(� ...�....i � � ,_ _- � ,,�: �n� ��N �� ' � :' �t„; _ - �t,�+ ; �� . "g ' : 3� �I ro� N S �� - POTENTI/LL DOORS FOR FUTURE TENANT ,{ , � �' n « �. . � nN un _ az ii y� -� ��- i�`•'.i (` u I iw1 ` � �� nu iiu ll �� , u ��` $ - -- - — ,� �I �.{ a pn un . � i �i �� n ,r � � i � i �' :� II � �' � x,�i � �' # nn nu � n �� r �80ARD ANO BATTEN SC.ARF JOINT . ��! . , q IIII IIII .y . . s 1 il I , }/ '. rr— �-- : �111 - .� il 11 ' � n Y.. ip Ilil ' ry N f � � � �I . � - �: an : : F�i � �; : iqi nn . . _ . � «„�i�►.�c «, �a - �� R � � I I f � �_ _ ':_�7.�-,-� ++p{i �ii�r " _ u Y .r�..ii fl �,-,-�f �, � t � M � . _ ;t v -. ..: � . _ _ ..` : � .,. °) I J . � , .. ..t , �, I 11p ux I. ..I... � ��. �C .- Er_� ., -,r:•� , �� , �_-._ _._J_.___ _ �fl. u� L # . WEST ELEVATION ��$° 4 EAST ELEVATION ��e° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � 11 K E N F E T M R O D N I(i U E S 5 P A R I N C R 5 Y C. ��5 q o r 1 n W n-�n�n R o�A 9 u�1• 7 0 0 ra��i. � v�.. . c� e s: a e e o i a o consuiuwr ,��f'�'r`5,�A.'•`...'S'� j°V;'�'�••�'�� e y'� ��•�1 ��i�6�30g73 �'�� N' ��Q ��'•., �ti 9'•.., c��F CA�`� RE1nSFON 11.15.12 02.08.13 02.28.13 •,��-,.,,� li� �ii� �� 't,.. ;�� 1 " � ��p1iMt► ilMlis` PLAN CHECK SUBMITTAI SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS PROJECTNO. 2Z.SJ9 DATE 'Ii.iS.ZOiZ °"""^"Bv �E AS SHOWN p+eacEO er COLOR ELEVATIONS RETAIL PAD 3 2C1 .4 O20�3 KENNETM RODRK3UE3 l PARTNER3.1NC. O R, O 1 *�'-0' �4 ._._........_.... i l.:._.. . \ ,/ . ��.� +��-0� � r +i s�-�_ 0'-0' ,�4, � � ,4 �t,�.. � �� ii �� i x :� � _A 'r �� -~ �' _.l. a�t:. �� - .� 1. i � — ' r +�e;'`t .��. ,' -��:' i�� i .'.,L1�I., .:,t,.'. ..�i;.:..� . _�;E.�i �4;6,�.., iE f �� i 1'; ,�s _ ,sa �� t="' �i^ iij .�� t �, �; i -�8 P3 17 15 � 15 � -�a srz 1 SOUTH ELEVATION I ��8' I 3 oR, o i. P3 ��J i� sr� B I ±�' ---- 0 8 O 17 15 � 49 ` 15 � 4 ST2 � � �^t � �l�L +5p'-0' +��-0, +�g'-0' .��_', o�-o- ��` EAST ELEVATION I ��8' � R� O � � 12 ---------- �4 1 f_ I .G: i.. � \ / . � � , , i � \ � � � i i j i � �, � --- i ��, •� � °., ±� i� � �I� .o.� -.k• �;`�� u ,��y r . .#�,'i. .. � .. ��` , •'� .� , � . ,i � �� ! : �� ) ��.-� ;� �`j �t'.� � . ;AI wJ �� ,,, �+�;; -�8 P3 17 15 � 49 ' t5 � a sr2 �t'. NORTH ELEVATION � �i8• ( 4 I WEST ELEVATION I �ie- COLOR/MATERIAL KEYNOTES 'SHEET KEYNOTES P� PMANUF:DU N EOWARD a SIATE TILE ROOFING O/EXTERIOR SHEATHING PER M A I N S T R E E T STRUCTURAL. TYPE:DE5181 ❑ COMPOSITE SHINGLES ROOF OIEXTERIOR SHEATHING PER P2 PMANUF:DUN EDWARD 2 STRUCT C U P E RT I N 0 TYPE DEC708 �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. P3 PAINT3:'WHITE• � STEVENS CREEK @ FINCH MANUF:DUNN EDWARD 4 STONE VENEER SET IN CEMENT PLASTER. rraE oEwsao P4 MANUF:UNN�DWARD a FABRIC AWNING SET ON ALUMINUM FRAME. CUPERTINO�CA TYPE:DE6134 �g•�pE TSG WOOD BOARDS.CLEAR STAIN P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD CEDAR TRELLIS.BRACKETS,TRIM BOAROS.6 TYPE:DE6110 � FACIA BOARDS.STAINED OR PAINTED A A P6 PAINT 6:'GOIDEN CREST" BOARD AND BATTEN WOOD SIDING OIEXTERIOR SHEATHING MANUF:DUNN EDWARD a PER STRUCT.,PAINTED S U B M I TTA L TMPE'�� CEMENT PIASTER SYSTEM O/EXTERIOR SHEATHING PER P� PAINT 7:'ALPACA WOOI' a STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR:SEE COLOR MANUF:DUNN EDWARD SCMEDULE TYPE:DE6113 CLEAR ANODIZED ALUMINUM STOREFRONT P8 PAINT 8:'DRY DUNE" �� SYSTEM WITH CLEAR GLAZING MAIN STREET CUPERTINO AGGREGATOR,LLC MANUF:DUNN EDWARD � CLERESTORY WINDOWS WITH OPAQUE WHITE 203 REDWOOD SHORES PKWY,STE 200 TYPE DE6714 �� O PAINT 9:'ENGIISH SCONE" F�� REDWOOD CITY. CA 94065 MANUF:DUNN EDWARO �2 MT�.FRAMED AWNING W/ALUMINUM PANELS TYPE DE6108 �� PAINT 10:"YUCATAN' �3 2'EXTRUDED ALUMINUM REVEALS BY FRY MANUF:DUNN EDWARD REGLET OR EQUIVALENT.CLEAR ANODIZED. TYPE:DE52G9 14 ALUMINUM FRAMED AWNING WJ GLASS CANOPY �PAINTII:'SUNDOWN' MANUF:DUNN EOWARD 15 PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA CAST TYPE:DE5268 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. R� ROOF 1:'MCKINLEY HEIGHTS' MANUf:AMERICAN SLATE BRICK VENEER SET IN PLASTER SYSTEM. TYPE:SLATETILE �� (RUNN�NGBONOPATTERN) IIENNETM RODR�OUE! \ i�RTMERS �NC. R2 ROOF 2:•p�ATINUM' �BRICK VENEER SET IN PLASTER SYSTEM. MANUF:PRESIDENTIAL SHAICE BY CERTAINTEED (pOUBLE SOLDIER CWRSE) ��a r o�� w�i..�.. �,.a, s.��. z o 0 TYPE:COMPOSITE SHINGLES R3 ROOF 5:'21NC-COTE' 1 i L.E D.SPOTLIGHT FIXTURES �a+�i.�� v i.. c• �s o •s s.o.o 0 MANUf:BARRIDGE TYPE:STANDING SEAM METAI PANEL �$ CERAMIC TILE SET IN PIASTER SYSTEM. �STONE 1:'EMBASSY BLEND' C�gtxTU�T MANUF:CORONADO STONE �J HM OOOR.PAINT TO MATCH ADJACENT WALL � � TYPE:STONE VENEER A h, �STONE 2.• • (�..•��/�'•,�� MANU F: a �ME7ERS-PAINT TO MATCH ADJACENT WALL `;�,�" Q'i'•,�� TYPE'STONE VENEER �°w C72,618�� (--- INDICATES BUILDING ADDRESS �t;� T°it 21 oDRES� g.30.15 J B� BRICKI 'OLD CHICAGO i PALOMINO BIEND' �__J LOCATION-�2"HIGH LETTERS N�. �.�� MANUF:CORONADO STONE �� f� TYPE:BRICK VENEER � ALUMINUM CLAD PARAPET .� 1 �C PRECAST STONE:'CHAMPAGNE' �CA�-� MANUF:VENTURA CAST STONE 2$ AIUMINUM ANO GLASS FO�DING FRENCH DOOR SYSTEM TYPE:TRIM,CORNICE,SILL d MEDALl10NS �PRECAST STONE:"DOESKIN' 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM �yy�p N AAANUF:VENTURA CAST STONE TYPE TRIM,CORNICE,SILL 6 MEDALUONS 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE ePRECAST STONE:'LIMESTONE' S7RUCTURAL DRAWINGS AN�DETA�LS �� MANUF:VENTURA CAST STONE �RETRACTABIE FABRIC AWNING. �" � TYPE TRIM,CORNICE,SILL 8 MEDALLIONS �P METAL PANEL:'BONE WHITE" i' �; MANUf ALUCABONO 27 METAL FRAME AWNING W/PERFORATED MET/LL PANELS I,_—.� � TYPE:WALL PANEL � -� _ � --- � i METAL PANEL:'ANODIZED CLEAR" ' �y- ;,;:` ._.- �' 28 BR�CK OR STONE VENEER EXPANSION JOINT r �MANUF ALUCOBOND I f TYPE:WALL PANEL ❑ 4 ��~(_' L� - "� , • 29 CEMENT PLASTER EXPANSION JOINT � . �1NOOD STAIN.'BRICI(RED" I L i �J'. MANUP:OIYMPIC �COPPER G1ITTER AND DOWNSPOUT `--� --- L"— TYPE:TREILIS.BRACKET,TRIM BRD 3 FACIA BRD �WOOD STAIN:'CLEAR STAIN' 31 OVERFLOW DRAIN TO DAYLIGF{f AT BOTfOM OF REVISioN MANUF:OLYMPIC WALL TYPE:T3G WO00 BOARDS 32 DECORATIVE UGHT FIXTURE,SEE ELECTRICAL �CERAMIC TIIE 1:"DESERT SAND' DRAWING3 MANUF:ALTA VISTA BY DALTILE KNOX BOX SY3TEM(KEV 80%��OCATE PER FIRE TYPE:CERAMIC TILE a pREVEp�7�pF�gUREAU REWIREMENTS F� FRAME t:CLEAR ANODIZED MANUF:KAWNEER a 6'X 6'ACCESSIBILITY WINDOW DECAL TYPE:DOORNVINDOW FRAME A� AWNING:'BLACK' 35 LINE Of ROOF SLOPE BEYOND MANUF:SUNBRELLJI TYPE.FABRIC AWNING a LINE OF ROOF DRAINS AND OVERFLOW ORAINS OAWNING:'BLACK AND WHfTE" BEYOND,CONNECT TO UNDERGROUNO STORM O MANUF:SUNBRELLH WATER SYSTEM PER CNIL TYPE:FABRIC AWNING 37 PREFINISHED ALUM�NUM CAP FLASHING OAWNING:'WHfTE" � NIANUf:SUNBRELLA a 8'-0'0 TOWER CLOCK SURFACE MOUNTED DIAL vao.�cr No. 22.559 �� .30.�113 TYPE:FABRIC AWNIN(i 39 WROUCsHT IRON MEDALLION.SEE DETAIL 10fA7.7 �u�+er scuE 40 ROOF SCREEN,SEE DETAIIS 10/A7.8 ��D� 41 MECWWICAL ROOF IMELL WI SCREEN CO LO R 42 POTENTIAL DOOR3 FOR FUTURE TENANT E L E VAT I O N S 43 �,�,,►��,�N�F�o�►� CLOCKTOWER � TRANSFORMER 45 rn/1SH ENC�OSURE �iPE WOOD SPACED BOAROS IN 2 C 1 ■� STL FRAME 47 6'METAL SPACED SLATS,IN STEEL FRAME 48 WATER FOUNTAIN FEATURE.SEE SHEET A7.0 2 49 WROGH7 IRON BARN BRACKET AND WELL O Y013 KE181ETN ROOft10UE3{PARTNER$,MIC. P LL Y WITH L HT FiM R A7. � COLOR/MATERIAL KEYNOTES SHEET KEYNOTES PAINT 1:'GEORGIA CIAY' PAINT 11:'SUNDOWN' METAL PANEL:'BONE WHfTE' SLATE TILE ROOFING O/EXTERIOf3 SHEATHING PER P� MANUF:DUNN EOWARD �MANUF:DUNN EOWARD �MANUF:ALUCOBOND a STRUCTURAL. 17 L.E.D.SPOTLIGHT FIXTURES $4 8'X B'ACCESSIBILITV WINDOW DECAL TYPE:DE5181 TYPE:DE5268 TYPE:WALL PANEI CpMPOS�TE SHINGLES ROOF O/EXTERIOR SHEATHING PER � �$ CERMAIC TILE SET IN PLASTER SYSTEM. 3S LINE OF ROOF SLOPE BEYOND P2 PA1NT 2:'SUNSET COVE' R� ROOF 1:'MCKINLEY HEIGHTS" �MET/LL PANEL:'ANODIZEO CLEAR' STRUCT. MANUF:DUNN EOWARD MANUF:AMERICAN SLATE MANUF:ALUCOBONO UNE OF ROOF DRAINS AND OVERFLOW DRAINS TYPE:DEC708 TYPE:SLATE TILE TVPE:WALL PANEL a��CUT STONE VENEER SET IN CEMENT PLASTER. �J HM DOOF2.PAINT TO MATCH ADJACENT WALI 36 gEypp�D,CONNECT TO UNDERGROUND STORM PA1NT 3�'WHITE' ROOF 2'SLATE GREY' WOOD STAIN:`BRICK RED' WATER SYSTEM PER CIVII P3 R2 �S 4 STONE VENEER SET IN CEMENT PLASTER. 24 GAS METERS 37 PREFINISHED ALUMINUM CAP FLASHING MANUF:QUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED MANUF:OLYMPIC TYPE:DEW380 TYPE:COMPOSITE SHINGLES TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD I- INDICATES BUIIDING ADDRESS S FABRIC AWNING SET ON ALUMINUM FRAME. 21 qpp RE� OP4 PA1NT 1:'SHORTBREAD' R3 ROOF 5:'ZINC-COTE' S WO00 STAIN:'CLEAR STAIN' L-_J LOCATION-17 HIGH LETTERS 3S 6'-0'9 TOWER CLOCK SURFACE MOUNTED DIAL MANUF:DUNN EDWARD O MANUF:BARRIDGE �MANUF:OLYMPIC �8'IPE T6G WOOD BOARDS.CLEAR STAIN 22 ALUMINUM CLAD PARAPET 3j yyROUGFiT IRON MEDALLION.SEE DETAIL 1�lA7.7 TYPE:DE6134 TYPE:STANDING SEAM METAL PANEL TYPE:T3G WOOD BOARDS CEDAR TRELLIS,BRACKETS,TRIM BOARDS,3 PA1NT 5:'WARM HEARTH• STOfJE t:'EMBASSY BIEND' CERMAIC TILE 1:'DESERT SAND' 7 23 ALUMINUM AND GLASS FOIDING FRENCFI DOOR SYSTEM 4O ROOF SCREEN,SEE DETAILS t01A7.8 P5 �T CT FACIA BOARDS.STAINEO OR PAINTED ❑ MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE gOARD ANO BATTEN WOOD SIDING OlEXTERIOR SHEATHING TYPE'DE6t 10 TYPE:STONE VENEER TYPE:CERAMIC TILE $� 2Q ALUMINUM AND GLASS SLIDING DOOR SYSTEM PER STRUCT.,PAINTED. 41 MECHANICAL ROOF WELL WI SCREEN OPAtNT 6:'GOLDEN CREST' �STONE 2�' ' F� FRAME 1:CLEAR ANODIZED CEMENT PLASTER SYSTEM QI EXTERIOR SHEATH�NG PER STEEL FRAMED SIGNAGE STRUCTURE;SEE MANUF:DUNN EOWARD MANUF: MANUF:KAWNEER �STRUCT.UGHT SAND TEXTURE,P/UNTED.CALOR:SEE COLOR 25 STRUCTURAL�RAWINGS AND DETAILS 4� POTENTIAL DOORS FOR FUTURE TENANT TYPE:DE5353 TYPE:STONE VENEER TYPE�DOORNVINDOW FRAME SCHEWLE P7 PAtNT 7:'ALPACA WOOI" B� BRICKI:'OLO CHICAGO 8 PALOMINO BLEND' A� AWNING:BU1CK' �O CLEAR ANOOIZED ALUMINUM STOREFRONT ZB RETRACTABLE FABRIC AWNING. 43 BOARD AND BATTEN SCARF JOINT MANUF�DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELU SYSTEM WITH CLEAR GLAZING TYPE:DE6113 TYPE:BRICK VENEER TYPE:FABRIC AWNING t1 ClERE3TORY WINDOWS WfTH OPAQUE WHITE 27 METAL FRAME AWNING W/PERFORATED MET/LL PANELS a.8�MODERN'SCREEN fENCE/GATE PAINT 8:'DRY DUNE' PRECAST STONE:'CHAMPAGNE' AWNING:'BLACK AND WHITE' F ILM P8 MANUF.DUNN EOWARD MANUF:VENTURA CAST STONE OO MANUF:SUNBRELLA 28 BRICK OR STONE VENEER EXPANSION JOINT 45 TRASH ENCIOSURE TYPE:DE6114 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING 12 MTL.FRAMEO ANMING W/ALUMINUM PANELS P9 PA7NT 9:'ENGUSH SCONE" �PRECAST STONE:'DOESKIN' A3 AWNING:'INHITE' t3 2'EXTRUDED ALUMINUM REVEALS BY FRY 29 CEMENT PLASTER EXPANSION JOINT MANUF:DUNtJ EOWARD MANUF:VENTURA CAST ST�NE MANUF:SUNBRELIA REGLET OR EOUNALENT.CLEAR ANODIZED TYPE:DE6108 TYPE:TRIM,CORNICE,SILI 3 MEDALLIONS TYPE:FABRiC AWNING 3O COPPER GUTTER AND DOWNSPOUT 14 /LLUMINUM FRAMED AWNING W/GLASS CANOPY �PAINT 10:'YUCATAN' PRECAST STONE'LIMESTONE' OVERFIOW DRAIN TO DAYLIGHT AT BOTTOM OF � PRECAST SIONE TRIM,SILL&MEUAIUONS 8Y VENiUftA CASI 3� MANUF:DUNN EOWARD MANUF:VENTURA CAST STONE 15 W� TVPE:DE5269 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS STONE,INC.,OR EQU�VALENT.TEXTURE:SMOOTH FINISH. ❑pECARpTIVE LIGHT FIXTURE,SEE ELECTRICAL �� BRICK VENEER SET IN PLASTER SYSTEM. 32 DRAWINGS (RUNNING BOND PATTERN) ❑KNOX BOX SYSTEM(KEY BOXj LOCATE PER FIRE �& BRICK VENEER SET IN PLASTER SYSTEM. 33 PREVENTION BUREAU RE�UIREMENTS (DOUBLE SOLDIER COURSE) 0 0 � Q o 0 iST �P , ST P3 '�S �S I QS �S F1 C7 �P �S ST2 �P F1 P3 �S �1 QS I 4 45 12 i 4 35 10 S ' 7 37 7 7 7 15 12 T 4 12 34 11 10 B 35 34 7 15 7 I � �. e` . .. � I v . • .. 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"""'"' .. . � �. �.,f - ._�'.._._. .�� 'r— � �� ` �`� t � � i � x a� ,i":� � � `> � � a . . . . � �i . . .. , r ♦ x �. a .. �.. �>. . . . a . i,. ., . ., . �. , : : .,'_ . � . , � . :.e � . . . . ,... . . . . . .. .� . . , . NORTH ELEVATION ��$- 4 WEST ELEVATION ��8' 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E M M E 1 H 9 O�R 1(i U t S A Y A H 1 N L N S V G. �1 5 N e r 1� W��s n��n N o�a 5 u i 1 a i 0 0 M o u n 1��n V��v . C A 6 S C.B 6!.0 1 J 0 CONSULTANT �s�A�y `��r��`�:�� `�:"'C12.818`�`.� �: N',�6 30 13�:� �. ` 9��CA�� ..�`,.. f l ...a '.'� ��' �� +�r._�r'� r �:� � '� REVi510N 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PWN CHECK 1 ASA REVISIONS vHO�cT ra. 22.559 o�re 11.15.2012 or�vrn sv �E AS SHOWN GHECKEDBV COLOR ELEVATIONS RETAIL SHOPS 5 2C1 .6 O20t3 KElB�IETH RODRIGUES 6 PARTNER3.INC. . . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M A P ■ • DBFBRRBD SUBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH C8C SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: t.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM SHOPS 6 ■ P R 0 J B C T T B A Y ■ O W N E R/ D E V E 1.0 P E R MAIN STREET CUPERTINO AGGREGATOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES A� PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C N I T E C T DM8 ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C 1 V i L E N G I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCHITECT THE GUZZAR00 PARTNERSHIP� INC. 181 Greenwich SVeet San Francisco,CA. 94111 PARKINO OARAOE ENOINEER INTERNATIONAL PARKING OESIGN INC. 1201 Marina Viliage Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contacl Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLLNNING PBR1[ IT FILB N0 . • APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-2008-06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H E B T I N D B g ■ �Q,Q COVER SHEET �,Q ELEVATIONS RETAIL SHOPS 6 �,Q FLOOR PLAN RETAIL,TRASH ENCLOSURE AND TRANSFORMER SHOPS 8 �,Q ROOF PLAN AND BUILDING SECTION-RETAIL SHOPS 8 �,Q FLOOR AREA CALCULATIONS SHOPS 6 ��,Q COLOR ELEVATIONS RETAIL SHOPS 6 ■ SCOPB OF � ORg ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 1 NEW RETAIL SHELL BUILDING TOTALING 5,674 S.F. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E T H R O D R I G U E 3 8 P A R T N E R S I N C. ��5 N o.�n w n i a m.� a o e e, s��i. z o 0 Mo��i.�� view . c n e s o c a s.o�o 0 CONSULTANT �gF�ARCyi V�G p,.R�Q4�C��>'� *�C12,818 -T* �6•30•15� N��oF CA��,5 __ �II� �� „ �� >�: ■� -�� ;, 1�r- -----. _:�•l_,,.,._.._.... � �■�!,� . �..,�....��, � �; �I��■...... aews�on �ao.,�cT No. 22.55g �A� 12.13.13 DRNWN BY SCALE CHECKED BY SHOPS 6 COVER SHEET 3A0.0 O2013 KENNE7H RODRIGUES 8 PARTNERS.INC. SHEET KEYNOTES SLATE TILE ROOFING O/EXTERIOR SHEATHING PER � � � � � 20 GAS METERS-PAINT TO MATCH ADJ.WALL 40 ROOF SCREEN,SEE DETAILS 101A7. STRUCTURAL. COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING INDICATES BUILDING ADDRESS � � P2 I Q I � F� I � 21 DORESS 41 MECHANICAL ROOF WELL W/SCREE PER STRUCT. LOCATION-12"HIGH�ETTERS a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 22 ALUMINUM CLAD PARAPET 42 POTENTIAL DOORS FOR FUTURE 45 6 9 10 13 36 37 17 37 35 10 29 12 6 36 13 13 TENANT ALUMINUM AND GLASS FOIDING FRENCH 4❑STONE VENEER SET IN CEMENT PLASTER. 23 DOOR SYSTEM 43 BOARD AND BATTEN SCARF JOINT �FABRIC AWNING SET ON ALUMINUM FRAME. 24 ALUMINUM AND GLASS SLIDING DOOR 44 TRANSFORMER +25�-0" � STEEL FRAMED SIGNAGE STRUCTURE;SEE ----� ❑ ❑ 45 TRASH ENCLOSURE 6 8'IPE T8G WOOD BOARDS.CLEAR STAIN 25 STRUCTURAL DRAWINGS AND DETAILS � . � , • � � ' � • .I � CEDAR TRELLIS,BRACKETS,TRIM BOARDS, 26 RETRACTABLE FABRIC AWNING. 46 IPE WOOD SPACED BOARDS IN +2��_�• j ', , ' , ' ' . . • ' • • ' . � .;�� &FACIA BOARDS.STAINED OR PAINTEO � STL FRAME C�, ___ __ — — —� �SHOEADHING PE STRUCOTO.,PAIIN EDO/EXTERIOR 2� METAL FRAME AWNING W/PERFORATED METAI CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PANELS • . ', . . : �PER STRUCT.UGHT SAND TEXTURE,PAINTED.COLOR: 28 BRICK OR STONE VENEER EXPANSION JOINT . ' SEE COLOR SCHEDULE • • ' � � � . �O CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM 29 CEMENT PLASTER EXPANSION JOINT WITH CLEAR GLAZING �CLERESTORY WINOOWS WITH 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, ' �� OPAQUE WHITE FILM PAINTED. , � `� , �2 MTL.FRAMED AWNING W/ALUMINUM PANELS 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �'I ' 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS •� % . . EQUIVALENT.CLEAR ANODIZED. KNOX BOX SYSTEM(KEY BOX LOCATE PER FIRE , 14 AIUMINUM FRAMED AWNING W/GLASS 33 PREVENTION BUREAU REQUIREMENTS CANOPY � � DPRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA�8"X 6"ACCESSIBILITY WINDOW DECAL 15 CAST STONE,INC.,OR E�UIV.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. 35 LINE OF ROOF SLOPE BEYOND 34 �� (RUNNING BOND PATTERN) LINE OF ROOF DRAINS AND OVERFLOW DRAINS � BRICK VENEER SET IN PLASTER SYSTEM. 36 yy TER SYSTEM PER OCIVILDERGROUND STORM EAST ELEVATION � ��DOUBLESOLDIERCOURSE) 1/8~ 17 L.E.D.SPOTLIGHT FIXTURES 37 PREFINISHED ALUMINUM CAP FLASHING �$ CERAMIC TILE SET IN PLASTER SYSTEM. �8�-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL 19 HM DOOR.PAINT TO MATCH ADJACENT WALL 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 n n n D Y P2 �P �S Y Y � � s �2 s s� 2s � 35 � �3 zo � s a5 COLOR/MATERIAL KEYNOTES P� MANUF�U N EDiWARDY^ �MANUF:,D NNN DW RD �MANUF:ANUCOBOND�ITE" TYPE:DE5181 TYPE:DE5288 TYpE:WALL PANEL P2 PAINT 2:"SUNSET COVE" R� ROOF t:"MCKINLEY HEIGHTS" METAL PANEL:"ANODIZED CLEAR" MANUF:DUNN EDWARD MANUF:AMERICAN SLATE +25,-�—- � TYPE:DEC708 TYPE:SLATE TILE P MANUF:ALUCOBOND TYPE:WALL PANEL � • .. , ,. . ' . . � ''. � PAINT 3:"WHITE" ROOF 2:'PLATINUM" P3 O S WOOD STAIN:"BRICK RED' � • ' � . • � . • • ' ' ._'� MANUF:DUNN EDWARD MANUF:PRESIDENTIAL SHAKE BY CERTAINTEE[ �MANUF:OIYMPIC +20'-O" ... .,- " •''' --- --- --- -- __ _ _ _ __— --- — -- NGIES .__ ��—. .—�—' _— ' —�_ — — • . ••. • •. ;. .. .• .. : . . , . . ' . , , BRD 8 FACIA BRD . ., .. . :. • �' .' r�':�. . AR STAIN .` .. • . • .^�'.' . ...'• .. . � ______ __________ _ __ __ _—_ WOODTSELUSCL �0 TYPE•COMPOSITE SH� RACKET TRIM P4 PAINT4:"SHORTBREAD" R3 ROOF 5•"ZINGCOTE" TAIN" E MANUF:DUNN EDWARD MANUF:BARRIDGE • , . • � � TYPE:DE8134 TYPE:STANDING SEAM METAL PANEL S 7ypE:T&�G WOOD BOARDS. � � ' ' � P5 MANUF:UNN EDWARD^ �MANUF:�CORONADO STONE^ �MANUFI ALTA IS AEBY DALT NE. . � , � ' • • • TYPE:DE8110 TYPE:STONE VENEER TYPE:CERAMIC TILE PAINT 8:'GOLDEN CREST' STONE 2:'PONDEROSA VARIEGATED" . �• " � ' ' � P6 � F� FR4ME 1:CLEAR ANODIZED MANUF:DUNN EDWARD MANUF:PENINSULA BUILDING MATERIALS �. �. � . . : : . � .' '. TYPE:DE5353 TYPE:STONE VENEER O 7ypE:DOORNVINDOW FRAME PAINT 7:"ALPACA WOOL" BRICKI:"OLD CHICAGO 8 PALOMINO BLEND' . , . .. ' _• . .. ' ' , , . . . P7 B� A� AWNING:"BLACK" MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELLA . , ., . , � , , TYPE:DE8113 TYPE:BRICK VENEER TYPE:FABRIC AWNING O�-O" � � ' � ' � ' PAINT 8:"DRY DUNE' PRECAST STONE:"CHAMPAGNE" P$ � A2 AWNING:"BLACK AND WHITE" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE6114 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TypE:FABRIC AWNING PAINT9:"ENGLISH SCONE" pRECASTSTONE:'DOESKIN" P9 � A3 AWNING:"WHtTE" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:DE8108 TYPE:TRIM,CORNICE,SILL&MEDALUONS 7ypE:FABRIC AWNING �MANUF•DUNUN EDWARD �MAN FSVENTOURA C ST ST�O E WEST ELEVATION ��8� � TY�� TYPE:TRIM,CORNICE,SILL&MEDALLIONS 3 2 1 � � � I P2 I S F1 P I S S P2 P F1 S O � � � � O � � � 35 9 10 29 37 1 6 13 12 � 6 45 45 6 35 9 37 12 11 � 6 17 13 21 � I +25'-0" +25'-0"_ � I --- - i j ' .• .' . � � 'I � I � ss +20'-0" t • ' � • ' LINE OF FUTURE I LINE OF FUTURE +20'-0" t__ I -� __ __,,,r . . BUILDING � B LDING _____ _� _ � .. • , . Q . . . . . : I O � . C�D o � ��. � .� . � ' � fV ' N O'O� ,� � . . �BEHIND 6 S 34 NORTH ELEVATION ��$° 4 SOUTH ELEVATION ��$' 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H fl O D ft I G U E 3 8 P A R T N E P S I N C. �a5 No��n wn�sma� rto.a, su��s zoo Mo��i.�� vi•. . c� e s o.a e s.o�o 0 CONSULTANT �`'�AR�'�'i C�� W R��C�' �c� '�•,C�' F C'� *�C12,818 T* 6•30•15� cn��OF CA�`��,Q KEYMAP �f C I ❑ � r�wsari vFio.�cr ra. 22.559 on� 12.13.13 DRAWNBY ��E AS SHOWN CHECKEDBV ELEVATIONS RETAIL SHOPS 6 3A2.0 O2013 KENNETN RODRIGUES 8 PARTNEHS,INC. � CD � SHOPS 6 BUILDINc WALL io ao U b D.NORTH ELEVATION 5'IPE T8G WO00 BOARD,CLR STAIN, COLOR WS2,TYP. TRANSFORMER BEHIND B.SOUTH ELEVATION °v SHOPS 6 BUILDING WALL 5'IPE TSG WOOD BOARD,CLR STAIN, COLOR WS2,TYP. v : � 0 N TRASH ENCLOSURE I ��8" I 2 4 °o 'v 'c� � � io M 0 N , _ � 0 io � 0 � . q � . � � - - —' � �o �, 4 io � 80 SHEET KEYNOTES 55'-0" � ON 6"C'ONCRETE CU RB WHERE OCCURS)TRUCTED MA I N ST R E ET � ALUMINUM STOREFRONT WINDOW SYSTEM WITH C U P E RT I N� � 2 CENTER SET CLEAR GLAZING � � �3 STOREFRONT ENTRY DOOR WITH CLEAR GLA21 NG T-6" 27'-6" /, � LINE OF METAL CANOPY ABOVE STEVENS CREEK @ FINCH 2�-0• _ _��.s--� CUPERTINO, CA �5 LINE OF CANVAS AWNING ABOVE 6'-0" 12'-0" 9'-6" 9'-6" 12'-0" 6'-0" 6❑ LINE OF WOOD TRELLIS ABOVE � � _ ❑ CONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA ------- -----1 I � I � I � � �B O � II I II � II 4 3 I � II � II I � I � II � II � II I � � � � � � 10 I � � � � II — � �r — - - I � II � II � II i II � II i I - � - I 8-A ii � � RETAIL LE SE SPACE ; ; 5,6 4 SF II � II I I �� II II � I I L'J II II ii � �� I 2� II 12 II 1 II � 15 ih " II h ri h ri I I �6 20 13 \�A��I _�..—�i—t a' t— -�� 1� r �- � �: , � 0 &A � � � DRAWINGS / \\\ � LINE OF METAL FRAMED CANOPY WITH GLASS S U B M I TTA L o AWNING N \ ❑g LINE OF ROOF OVERHANG ABOVE _—� _—�„—_—_—_ I �p LINE OF SOFFIT ABOVE MAIN STREET CUPERTINO _ � _ _ _ _ � AGGREGATOR,LLC SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 203 REDWOOD SHORES PKVNY,STE 200 �� DRAWINGS REDWOOD CITY, CA 94065 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS � t3 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS � FOR EQUIPMENT LAYOUT 14 D CK�RE RATED ASSEMBLY WALL TO ROOF _ I _-4 _-,�_____ 15 GAS METERS,SEE PLUMBING DWGS. - � - � - — — — — — KENNETM RODRIGUES b PARTNERS INC. � 1 16 ROOF ACCESS LADDER WITH HATCH ABOVE ��5 N o�i n w n�.m.o n o.a , s�i�. z o 0 I RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. �� Y �� SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. Mo�oi.�� v�ew . c� e s o c e s.o�o 0 � i � � 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF �� COLUMN(PROVIDE CONCRETE SPLASH CpNSULTANT O ' I BLOCK AT LANDSCAPE AREAS ��wx��+w,�,�,� &D i � � \� �g FIRE SPRINK�ER RISER ��`��h'��'�� 00 2� KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ��V,�� FN�� PREVENTION BUREAU REQUIREMENTS �� 6�30815 � *� I_-_- 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �u'� ��,__ i_-_° � �� I_-_� 22 "NANAWALL"-SLIDING DOOR SYSTEM '�'a.,,�F CA��a\ �,��,��N,� � \� 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM I � STEEL TUBE COLUMN PER STRUCTURAL DWGS� KEY� N &A � i N / z4 PAINT FINISH � / 25 LINE OF WINDOW SILL I I � 26 POTENTIAL DOORS FOR FUTURE TENANT I \ 27 TRASH ENCLOSURE �a I � _ �_ � _ �� 28 TRANSFORMER LOCATION WITH SCREENING � __�_-_- � LEGEND � a - - � EXTERIOR WALL r�visro� � EXTERIOR FINISH SYSTEM OVER EXT. &A -----� � SHEATHING OVER 6 MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE N �`r`r SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) -_-� 1 LAYER"TYPE X"GYP.BD.EACH SIDE -_-_ OVER 6"METAL STUD FRAMING,EXTEND TO a�o.�crrro. 22.559 on� 12.13.13 _ _ - UNDERSIDE OF ROOF STRUCTURE DRAWN BY scn�e AS SHOWN / �� DOOR TYPE DESIGNATION,SEE DOOR �ECKEDBV SCHEDULE \ / O SCHEDULE PE DESIGNATION,SEE WINDOW FLOOR PLAN 20'-0"�� '-2" 12'-0" 6'-0" 9'-6" 8'-6" 6'-0" 13'-0" _ '-0" ----__--`- � �\ I � 1 __________ GENERALNOTES � � 1. NOT ALl NOTES APPLY TO THIS SHEET � � � � � � � � � � � � � � � � � �' � � � � � �_�-__'�_� � � �0� 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL I - COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. FLOOR PLAN SHOPS 6 (5,674 SF) ��8�� 1 RETAIL SHOPS 6 3A3.0 O2013 KENNETH RODRIGUES 3 PARTNERS,INC. ROOF KEY NOTES � SLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALDRAWINGS � COMPOSITE SHINGLES ROOF OVER METAL FRAMWG,SEE STRUCTURAL DRAWINGS � NOT USED 2 3 � SINGIE PLY ROOFING SYSTEM OVER METAL ��. DECKING ' 18� " a NOT USED ; ` � � 1 " � FABRIC AWNING SET ON ALUMINUM FRAME I 9 ,�� _ .--.°..�i.�8_ I � I? 7� CEDAR TRELLIS WITH STAIN FINISH g❑ ALUMINUM FRAMED AWNING W/GLASS CANOPY t20'-0' x20'-0' *p5'A' � ALUMINUM CANOPY WITH METAL PANELS o T.O.P. T.O.P. � t25'-0• � T.O.P. O T.O.P. _..__ _ ._ .. 10 CORNICE O/MTL.FRAMING WITH SHEET METAL A _. __ _ _.. FLASHING CAP - - � 11 PRECAST STONE CORNICE :2o�-s• ___. `�.r 7.0.0. *18�"4� �2 RETRACTABLE CANVAS AWNING r.o:o. SLOP a 13 METAL FRAME AWNING W/PERFORATED METAL I PANELS t/4'/F 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE g � Z4 5,_�, STRUCTURAL DRAWINGS AND DETAILS � 320'-0' HEIG 7 ( � �; t2-0' �5 COPPER GUTTER AND DOWNSPOUT . W/C�1R8:52'��/_ � .O.P. fi T.O.P. I ��J - 16 OVERF LOW DRAIN TO DAYLIGHT AT BOTTOM OF �'i - - WALL r 16 ' _.. ._ � , � -''-' -�_� �� ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 HEI T ( � �n' 17 - -' - '- i �. ^ - W/C RB:52' �/�-J MECHANICAL UNIT TO BE CENTERED BETWEEN 28 � a 18 ROOF MEMBERS BELOW SLOPE �9 METAL FRAMING,PAINTED 1/4'/FT.MIN. =-- B - - - 2Q 18"X 24'LOUVERED MANSARD ATTIC VENT � -�- '��` 21 GUARDRAIL WlGATE AT ROOF HATCH WITHIN 10' ' OF ROOF EDGE WITHOUT PARAPET � 2Z ROOF ACCESS HATCH 30"x 36',SEE DET.5/A7.8 ih � _ --- _ 23 SPIASH BLOCK ; HEIGHT � \ �, ___ 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER W/CUR8:52'��/--J _-_ 2$ FOOT t20'-0' 4 q 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 T.O.�. HEIGH7 [��/ �, I M 26 ROOF SCREEN W/CURB:52'C�--/ �J 1D �L 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS 28 GALV.SHEET METAL FLASHING �Q 2J BRICK CORNICE WITH SHEET METAL FLASHING a. _ 2 _ _ �_ _ LEGEND _� � DENOTES ROOF SLOPE DIRECTION _.._..,r� ._ ._ _ __ �, SLOPE � � IOI�j1 HEicHr ---- HVAC ROOF TOP UNIT. va•l FT.MIN. ��J wi cuRa:sr ' 0� ON 8"CURBS. �% � a�.:'i�='.� ��. �s ��, • r.o.a. HEAT PUMP UNIT 18 �(^\ �� HEIGHT ON E"SLEEPERS,SEE MECH.DWGS �/__J W/CUR8:52' � MAKE-UP AIR LOUVER,SEE MECH.DWGS s� -0• RWL RAIN WATER LEADER TO EXTEND 5' s2s�-0• �s-o• T o.n. T.o.P. � T.O.P. �� ZZ 9 �� BEYOND BLDG.SLAB EDGE,CONNECT TO T.o.o. ••—••— STORM SEWER. SEE CIVIL DRAWINGS N �..�.. �� t° � �,�� ---- �� OD OVERFLOW DRAIN. . .. t18'-4' 1 LJ r'- - � . ----- --.. _.. . . . .._ ._ ,. T.O.D. `./ �5.-0. i - T.O.P. �" .�'�. . � � 5'-�' � +0'-�� DENOTES ELEVATION POINT � t20'-0' T. P. s2o'-0• "� T.o.P. T.O.W. TOP OF WALL ELEVATION r.o.P. " T.O.P. TOP OF PARAPET ELEVATION �2�-6� ��-6• T.O.D. TOP OF DECK ELEVATION _' I 3'-0" 3'-0" I � DENOTES ROOF SLOPE DIRECTION . .., �,, ..::. . .. ' --------- — � C C I . OP 14 P RF T "', " � � � I A � „ , RI KET M N SL E / E 00 _ _. _.._ DENOTES EXTENT OF BUILT UP ROOF BUIDING SECTION ��s' 2 ROOF PLAN SHOPS 6 ��$° 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R S I N C. a�5 N o r 1 n w n I a m s n q o�0, 5 u I 1 e 2 0 0 M o u n t�I n V I�w . G A !5 0.9 6 5.0 1 0 D CONSULTANT SED ARcy� G":'�P•R��'•Tt� ~:�CZ' �'f� ��C12,818 T';� NE.�6•30•15�:� 9�''••., ��F CA�1F� - /��\ �.. �, � „ 1 '�`� '�: --- �� '; � �t� - ��.�. -�-��r 1 �'=�'"-� � ■� - t ..,...., ,�; •��i�L�� REVISION aRO.�cr No. 22.559 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CNECKEDBY ROOF PLAN RETAIL SHOPS 6 3A4.0 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O 0 R 1 G U E 5 8 P A R T N E R 5 1 N C. ��S N o r t n W�I s m a n R o a E. S u I t e Y 0 0 M o u n 1 a I n V i�w . C� B 5 0.9 6 5.0]0 0 CONSULTANT S�ARCyi G�P�R��'`L ''�tn '`':r.t' �•.C� '':�,ciz,sia N` � *��6•30•15 T�* N: �',Q �'•. 9'•.,, �pF CA��F� _ �II� � �� , �/ � �� '•= � - �� :; ' �r _ _ 1 �� . -�-�� r--=----�-� �I, ■��,�: . t ...... �:. .�.��.��il!:_-. REVISION PROJECT NO. �L2,rJS9 DATE 12.13.13 Danwrr BY ScnLE AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS RETAIL SHOPS 6 3A5.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � O � P2 45 6 9 10 13 I O O � � �_J �,�; �,,*'„�' ±2s'-o �`�. ��'� �� ,� _ I '�• x�.+ ,� +20'-0� " . ._- -------- – - - ---------------- ------—..`.. -- -- -– 4 —- :� °– _.._ - ' -_i , - -.. _ . .... �-- "" �y� -- - �" a _�_ .�4 '�t. ` �%J�t,4'r:i' � — C _.p� _— . __ _ ._ —. . . �— _— — r�>: '4-'�. '4�� a, � � ��''�r4 �� ,�� 1 '�'�.^ G.. �� ,„` .�" =� w� _�y:�i �s r"`$st y . � . " • x a`,�� , � . . ..W�„�" �# Y.� �q� :.�_'a��„� �� . . y,a �. ( .k. �`� °- �' ... � :� >�.�g�� ___ __ ._ ___ `�I ,�.� , �7 � ,y,� *# , a� z.. � n `� r�,.- -�,, � � . ,,�� y`�� sz�- �,y� �< ".$ ,_,f,+� �.�A� y,��,fa�. ..._.. .....__._... __...____._. +��'"'�" ¢ -e+.6+�,} �� ..... ,. �..�' � . �� .''�''�' �i, � M � ' I�,, ,.. �� . ,'{ . .a- ��.n .I� �� t.�` �,�ite,.�. I : ,y , ' � r� �` Y� `_ % . , ,, � . � � s ��.<, '�';`�'z• , - .,y�,`-, �, _ . -_ .>,. v e x _ ` : , d L � ('-- ♦I i.il� :J � i :;�' �� . � �,� � � � �� ' , . . ,. .. , a ..� � '� �w �I�� ._, � ..��- � �� `'��-�'�� : t . , . . _ ,., _ . � ,�4',�,,4 ., ,� - . �, . .._. r� �.. � r � .,.... �� • , • � �ri��e3�.sl,�i'� `''a�.�'s..t.. �''st,°.J45r� ' `. . ��kt.:r�.�.�� , .�".��'' �'� .. - . .. �. .��;..F. . ..::"�r�$�!`._'*. '.kC � EAST ELEVATION ��8� O O O O P2 �P e O P2 35 9 � e �� t'b y: �+? . %+f�` �+25�.(k�l tk�.-,-,`---n.-_ e.. -�� `i° `*�,r` `� �,;,E T. �'A ��'a'+y� � .¢ .9 ry � y�p��a ...: ,. 4"�' �a��",° O O � F1 � -- ---------� �i � � + ��) � .,,..... ., .��5�'... ct�#� '1�i' . .. .`�'e'� ..ti_ .. NORTH ELEVATION � ��e' I 4 � 6 45 +25'-0" +20'-0' _ � ,�y'"� �e�~!��'ry�� WEST ELEVATION I 18' O O COLOR/MATERIAL KEYNOTES wOODSTA�N.'CLEARSTAIN' MANUF:OLYMPIC P� PAINT 1:'GEORGIA CIAY' TYPE:TRG WOOD BOARDS MANUF:DUNN EDWARD CT CERAMIC TILE 1:'DESERT SAND" TYPE:DE5181 MANUF:ALTA VISTA BY DALTILE P2 PAINT 2:"SUNSET COVE' TYPE:CERAMIC TILE MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANODIZED TYPE:DEC70B MANUF:KAWNEER PAINT 3''WHITE' TYPE:DOOR/WINDOW FRAME P3 MANUF��UNN EDWARD A� AWNING:'BLACK" n'�� MANUF:SUNBRELIA P4 PA1NT 4:'SHORTBREAD' TYPE:FABRIC AWNING MANUF:DUNN EDWARD � AWNING:"BLACK AND WHffE' TYPE:DE6134 MANUF:SUNBREIU PS PAINT 5�"WARM HEARTH" TYPE:FABRIC AWNING MANUF:DUNN EDWARD A3 AWNING:'WMITE' TYPE:DE6110 MANUF:SUNBRELLA P6 MANUF:UN EDWARDr TYPE:FABRIC AWNING TYPE:DE5353 SHEET KEYNOTES P7 PAINT 7�'ALPACA WOOL' ❑ SLATE TIIE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD � g��7U�_ TYPE:DE6113 ❑COMPOSITE SHINGIES ROOF O/EXTERIOR SHEATHING PER P8 PAINT 8'ORY OUNE' 2 STRUCT. MANUF:DUNNEDWARD TYPE DE8174 3 IARGE CUT STONE VENEER SET IN CEMENT PLASTER. PAINT 9.'ENGLISH SCONE' P9 4 STONE VENEER SET IN CEMENT PLASTER. MANUF:OUNNEDWARD TYPE:DE6108 �PAtNT 10:'YUCATAN' S FABRIC AWNING SET ON ALUMINUM FRAME. MANUF:DUNNEDWARD TYPE:DE5269 a��PE T8G WOOD BOAROS.CLEAR STAIN �PAINT 1�:'SUNDOWN" � CEDAR TRELLIS,BRACKETS,TRIM BOAR�S,6 MANUF:DUNN EDWARD FACIA BOARDS.STAINED OR PAINTED TYPE:DE526B �BOARD AND BATTEN WOOD SIDING OlEXTERIOR SHEATHING 1 ROOF 1:'MCKINLEY HEIGHTS" PER STRUCT.,PAINTED. R� MANUF:AMERICAN SLATE ❑CEMENT PLASTER SYSTEM Ol EXTERIOR SHEATHING PER TYPE:SLATE TILE 9 STRUCT.UGHT SANO TEXTURE,PAINTED.COLOR:SEE COIOR SCHEDULE � ROOF Z:� CLEAR ANODIZED ALUMINUM STOREFRONT MANUF:PRESIOENTIAL SHAKE BY CERTAINTEED �� SYSTEM WITH CIEAR GLAZING TYPE:COMPOSITE SHINGLES ❑�ERESTORY WINDOWS WITH pPAQUE WHITE R3 ROOF 5:'ZINC-COTE' �� FILM MANUF:BARRIDGE TYPE:STANOING SEAM METAL PANEL 12 MTL FRAMED AWNING W/AIUMINUM PANELS �STONE 1:'EMBASSY BLEND' �3 Z"EXTRUDED ALUMINUM REVEALS 8Y FRY MANUF:CORONADO STONE REGLET OR EQUNALENT CLEAR ANODtZED. TYPE:STONE VENEER �STONE 2:' • 14 ALUMINUM FRAMED AWNtNG W/GIASS CANOPY T M,tWUF: PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA CAST TYPE:STONE VENEER �5 STONE,INC..OR EQUIVALENT.TEXTURE:SMOOTH FINISH. OBl ��CK1 'OLD CHICAGO 3 PALOMINO BLENO" �� BRICK VENEER SET IN PLASTER SYSTEM. MANUF:CORONADO STONE (RUNNING BOND PATTERN) TYPE:BRICK VENEER � BRICK VENEER SET IN PLASTER SYSTEM. --1 �PRECAST STONE:'CHAMPAGNE' (DOUBLE SOL�IER COURSE) MANUF:VENTURA CAST STONE �7 L.E.D.SPOTLIGHT FI7CTURES TYPE:TRIM,CORNICE,SILL 3 MEDALLIONS �PRECAST STONE:'DOESKIN' 18 CERAMIC TILE SET IN PLASTER SYSTEM. MANUF:VENTURA CAST STONE - -- TYPE:TRIM,CORNICE,SILL S MEDALLIONS �J ►�pppR.PAINT TO MATCH AD,IACENT WALI -._...._ PRECAST STONE:'LIMESTONE" MlWUF:VENTURA CAST STONE �GAS METERS�PAINT TO MATCH ADJACENT WALL TYPE:TRIM,CORNICE,S�LL S MEDALLIONS �METAL PANEL:'BONE WHITE' 2� �RE� �NDICATES BUILDING ADDRESS P MANUF:ALUCOBOND IOCATION-17 HIGH LETTERS ---- TYPE:WALL PANEL 22 ALUMINUM CI.AD PARAPET �METAL PANEL:"ANODIZEO CLEAR" MANUF:ALUCOBOND 23 �UMINUM ANO GL/�,SS FOIDING FRENCH DOOR SVSTEM TYPE:WALL PANEL QWOOD STAIN:'BRICK RED' 24 ALUMINUM AND GI.ASS SIIDING DOOR SVSTEM MANUF:OLYMPIC �STEEI FRAAAEO SIGNAGE STRUCTURE;SEE 2 TYPE:TRELLIS,BRACKET,TRIM BRD 3 FACIA BRO 25 STRUCTURAL DRAW�NGS AND DETAILS �RETRACTABIE FABRIC AWNING. Z7 METAL FRAME AWNING W/PERFORATED METAL P/WELS O28 BRICK OR STONE VENEER EXPANSION JOINT �CEMENT PLASTER EXPANSION JOtNT aCOPPER GUTTER AND DOWNSPOUT �� 3 2� OVERFLOW ORAIN TO DAYUGHT AT BOTTOM OF 31 w�u , � i�. 32 DECORATIVE LIGHT FIXTURE,SEE EIECTRICAL DRAWINGS �� '��x KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE `��, �� , 33 pREVENTION BUREAU REOUIREMENTS ,'�`" ��". x �` Y„ a 8'X 6'ACCESSIBIIITY WINOOW DECAL DD; >i�' "� � --+ < �,�.� a LINE Of ROOf SLOPE BEVOND '""'--� ��r$'"�'�` :: �LINE OF ROOF DR/VNS AND OVERFLOW DRIVNS '�'�+� ',��'�',-. � BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CML " `�� `' 37 PREFINISHED ALUMINUM CAP FLASHING . �� d. �� , � � '�� ,��, a 8'-0'0 TOWER CLOCK SURFACE MOUNTED DIHI � u � �` 39 WROUGHT IRON MEDALLION.SEE DETAII 10lA7 7 .,g� G�:,st�- �� * ( iv a ROOF SCREEN,SEE DETAILS 1NA7.8 I • � {^" .� 41 MECHANICAI ROOF WELI W/SCREEN � i IP�,fdrY�� - 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT BEHIND � TRANSFORMER SOUTH ELEVATION ��e• 3 � ��H ENCIOSURE I 4ti I I��DE FACED BQARDS IN LJ MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL �AIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 NFMME7M ■Ot/Ii�G1Y�E6 .�L V•Alil'IMlEii•S I�M�G ��S N a r t� M�1�w�� R e�d, 6 u i 1• p a o wo��i.�. v�.. ,c� .abn �o$�z •s�v�n CONSULrMfi S�A�ti �V:;��C'1� �'"'C12.818 T.*, i N;,� 8 30 15�p� ti '��CA�1� �.` �y., �'.. ;�'�'-/�{ ��`',, 'i ,' a�.M. ��I `�1!IN+t .�: �11i1�F �S� PFOJECTNO. %�„SJ9 o�TE Oe.30.2013 oMWN 6`t SCALi c�c�ner COLOR ELEVATIONS RETAIL SHOPS 6 3C1 .0 Oso,a�ra�rn nooaicuEa a v�ww��+s.�c. . • STEVENS CREEK B � ULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M A P ■ ■ DBFBRRED SUBYITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM SHOPS 7 & 8 ■ P R 0 J B C T T E A M ■ 0 W N E R / D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGATOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES k PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V I L E N G 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 IANDSCAPE ARCHITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich SVeet San Francisco,CA. 94111 P A R K I N G G A R A G E E N G I N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLANNING PBR1[ IT FILB N0 . � APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&O1),ARCHITECTURAL AND SITE APPROVAL(ASA-200806),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H E E T I N D E g ■ 4A0.0 COVER SHEET 4A2.0 ELEVATIONS RETAIL SHOPS 7 �,� ELEVATIONS RETAIL SHOPS 8 4A3,0 FLOOR PLAN RETAIL SHOPS 7 �,j,� FLOOR PLAN RETAIL SHOPS 8 �,Q ROOF PLAN RETAIL SHOPS 7 �4,� ROOF PLAN RETAIL SHOPS 8 �4,Q SECTIONS RETAIL SHOPS 7&8 �,Q FLOOR AREA CALCULATIONS SHOPS 7&8 ��,Q COLOR ELEVATIONS RETAIL SHOPS 7 ��,� COLOR ELEVATIONS RETAIL SHOPS 8 • SCOPB OF AORg ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIL SHELL BUILDINGS TOTALING 14,145 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURE AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 6.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E t H R O D R I G U E 5 b P A ft T N E F` i h C 1�5 N o�� W n 1 a m a n R o a O. S u l e ]0 0 M o u n t e 1 n V i e w C A 8 5 0 B B 5.0)0 0 CONSULTANT s�°A R�ti ��.�P R+'�044i'�.�>'� ti,� �� *�C12,818 T�� 6�30 15 N��-'�-...� �,Q 9� � �F CA�-�� II� �r�.%�� „ r;/ i ../�� : ��:,. ' : � ..'.�-- _� �, .J�� _r��___�. �- �� ■ �...�4.�«�� !;;i ��I��■....,. J REVISION PROJECTNO. 22,�j�j9 DATE 12.13.13 DRAWN BY SCALE CHECKEDBY SHOPS 7 & 8 COVER SHEET 4A0.0 O2013 KENNE7H RODRIGUES 8 PARTNERS,INC. O '�C P4 I 15 13 9 I +24'-0" � --o� �� 0 ih 0 0'-0"� � : S1 O i i I � +24'-��-------�--- O CV - 0 � O � P5 F1 Ct ] 11 I 21 9 11 27 15 +28'=0" _ � �qDDRESS� L--�. ,------------- --- ----- ----- ---- -- � � ��'\ i / \\ / \'\ � . i '�, i '�, / % \ ' 34 10 3 ST1 O A3 C1 81 61 PC I, 5 15 6-1 6- 15 35 36 � I +28�—�., ' � --� - 45 47 SEE 4/A3/0 O B1 A3 B1 ] I 6-1 10 5 35 6- i 0 N �I�� .� i• : � �.; �—... � -- � - -'■-_—.1 _._ � , ------.�-. ,■ �.■■---■■�� O O O 33 NORTH ELEVATION ��$" 4 0 0 O I i �I-� COLOR/MATERIAL KEYNOTES cT, CERAMIC TILE 1"DESERT SAND" � MANUF:ALTA VISTA BY DALTILE PAINT 1:"GEORGIA CLAY" TYPE CERAMIC TILE A P� MANUF:DUNN EDWARD FRAME 1:CLEAR ANODIZED TYPE:DE5181 F� MANUF KAWNEER � I PAINT 2:"SUNSET COVE" TYPE:DOORNNNDOW FRAME � P2 MANUF:DUNN EDWARD O ANMING"BLACK" � TYPE:DEC708 A� MANUF:SUNBRELLA P3 PAINT 3:"WI-IITE" TYPE FABRIC AWNING MANUF:DUNN EDWARD A2 AWNING:"BLACK AND WHITE" I TYPE:DEV✓.i80 MANUF:SUNBRELLA PAINT 4:"SHORTBREAD" TYPE:FABRIC AWNING +24�-0° P4 MANUF:DUNN EDWARD AWNING:"WHITE" ----'—--- TYPE:DE6134 A3 MANUF:SUNBRELLA ----J PAINT 5:"WARM HEARTH" TYPE:FABRIC AWNING P5 MANUF:DUNN EDWARD TYPE:DE6110 SH EET KEYNOTES ' ' P6 PAINT 6:"GOLDEN CREST' _n� _�n_�n�n��n �n� _�n__; MANUF.DUNN EDWARD a SLATE TILE ROOFING O/EXTERIOR SHEATHING PER _ _ __ _ _� TYPE:DE5353 STRUCTURAL. PAINT 7:"ALPACA WOOL" 2 COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING P� MANUF:DUNN EDWARD �PER STRUCT. � TYPE:DE6113 3❑LARGE CUT STONE VENEER SET IN CEMENT PLASTER. � PAINT 8:"DRY DUNE" o P$ MANUF:DUNN EDWARD 4❑ STONE VENEER SET IN CEMENT PLASTER. �y TYPE:DE6114 ° P9 PAINT 9:"ENGUSH SCONE" 5❑FABRIC AWNING SET ON ALUMINUM FR,4ME. MANUF:DUNN EDWARD 1YPE DE6108 6❑6"IPE T8G WOOD BOARDS.CLEAR STAIN �PAINT 10:"YUCATAN" ❑ CEDAR TRELLIS,BRACKETS,TRIM BOARDS, MANUF:DUNN EDWARD � 8 FACIA BOARDS.STAINED OR PAINTED TYPE:DE5269 BOARD AND BATTEN WOOD SIDING O/EXTERIOR �� PAINT 11:"SUNDOWN" � SHEATHING PER STRUCT.,PAINTED. MANUF:DUNN EDWARD CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING TYPE:DE5268 � PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: ROOF 1:"MCKINLEY HEIGHTS" SEE COLOR SCHEDULE EAST ELEVATION ��$ I R1 7ypE SLATERT�E SIATE �� W�HCLEARGLAZNGMINUMSTOREFRONTSYSTEM OROOF 2"PLATINUM" �� CLERESTORY WINDOWS NATH MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED OPAQUE WHITE FILM O TYPE:COMPOSITE SHINGLES �2 MTL.FRAMED AWNING W/ALUMINUM PANELS R3 ROOF 5:"ZINGCOTE" 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR MANUF:BARRIDGE 13 EQUIVALENT.CLEARANODIZED. �P Cl �C F1 I TYPE:STANDING SEAM METAL PANEL ALUMINUM FRAMED AWNING W!GLASS O � P4 � ] 37 15 10 35 36 ' T� STONE 1:"EMBASSY BLEND" 14 CANOPY MANUF:CORONADO STONE PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA TYPE:STONE VENEER �5 CAST STONE,INC.,OR EDUIV.TEXTURE:SMOOTH FINISH. i T STONE 2:"PONDEROSA VARIEGATED" �� BRICK VENEER SET IN PIASTER SYSTEM. �MANUF:PENINSULA BUILDING MATERIALS � (RUNNING BOND PATTERN) TYPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. � _ _+24'-O" B� BRICKI:"OLD CHICAGO&PALOMINO BLEND" �(DOUBLE SOLDIER COURSE) � — MANUF:CORONADO STONE �= TYPE:BRICK VENEER 17 LE.D.SPOTLIGHT FIXTURES ii'� � C PRECAST STONE:"CHAMPAGNE" �$ CERAMIC TILE SET IN PLASTER SYSTEM. �MANUF:VENTURA CAST STONE �i�� o TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 19 HM DOOR.PAINT TO MATCH ADJACENT WALL n�i �� M PRECAST STONE"DOESKIN" �i �MANUF:VENTURA CAST STONE iiii �' C 20 GAS METERS-PAINT TO MATCH ADJ.WALL �� +�2,_�• TYpE:TRIM,CORNICE,SILL 8 MEDALLIONS �� INDICATES BUILDING ADDRESS iiii p: PRECAST STONE:"LIMESTONE" 2� ADDRES J ii�i p � L LOCATION-17'HIGH LETTERS ii,i �,.�_� MANUF:VENTURA CAST STONE o� TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 22 ALUMINUM CLAD PARP,PET ii° � P� METAL PANEL"BONE WHITE" ALUMINUM AND GLASS FOLDING FRENCH ��„ o MANUF:ALUCOBOND 23 DOOR SYSTEM iii�. � TYPE:WALL PANEL „ o P METAL PANEL:"ANODIZED CLEAR" 24 ALUMINUM AND GLASS SLIDING DOOR O�-O° �MANUF:ALUCOBOND SYSTEM �u � TYPE:WALL PANEL 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAI�S S WOOD STAIN:"BRICK RED" MANUF:OLYMPIC 26 RETRACTABLE FABRIC AWNING. TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD 2� METAL FRAME ANMING W/PERFORATED METAL � WOOD STAIN:"CLEAR STAIN" PANELS MANUF:OLYMPIC WEST E LEVATI O N 1/8�� 2 T�'PE T&G WOOD BOARDS 28 BRICK OR STONE VENEER EXPANSION JOINT ZJ CEMENT PLASTER EXPANSION JOINT 2O OO 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, PAI NTED. C� I � I 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS � 5'X 6"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DR,41NS 36 BEYOND,CONNECT TO UNOERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING 38 6'-0"DIA TOVVER CLOCK SURFACE MOUNTED DIAL 39 ��UGHT IRON MEDALLION.SEE DETAI�10/A7.7 4O ROOF SCREEN,SEE DETAILS 10/A7.8 41 MECHANICAL ROOF WELL W/SCREEN 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT � TRANSFORMER 45 TRASH ENCLOSURE 46 IPE WOOD SPACED BOARDS IN STL FRAME SOUTH ELEVATION ��8�� 3 47 6"METALSPACEDSLATS,INSTEELFRAME I MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D P I G U E 5 8 r n t�4 E 3 5 i r�C .as r+o.�n wn�ame� noea, su�i• �oo Mounteln V�iew C� B S 0.Y 6 5.0 1 0 0 CONSULTANT "°��U��1141W�Wbiii�ir A R�,y",ry, _`��.��ROD,qi�T��z � F €*�Z C12,818 T *_ __ �6 3 0 15 �� ; s.N��' �f�? ,5 y�OF C�f��rs �II� ��i��"'- „ �� .� ��,.��p.j ` •'\�:.�_ � :r��; ��=, •�S� ��I r.�;-,��—�n... i ■ li�l� ■ ��•�IIYirW■ ' II:::��i�lYY�i ' � �:_�� _�------/ REVISION PROJECTNO. ZZ.�J�J9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY ELEVATIONS RETAIL SHOPS 7 4A2.0 O2013 KENNEiH RODRIGUES 8 PARTNERS,INC. COLOR/MATERIAL KEYNOTES Q7 CERAMICTILEI:"DESERTSAND" MANUF:ALTA VISTA BY DALTILE PAINT t:"GEORGIA CLAY" TYPE:CERAMIC TILE � O E O O O O OO O O O O O O O O Q O P1 MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANODIZED S 81 61 A1 61 P6 P4 A2 P4 P6 P4 P7 F1 A2 P1 TYPE:DE5181 MANUF:KAWNEER 7 6-1 35 37 6-1 5 10 6- 21 15 9 5 9 7 13 35 9 11 8 10 ° 13 37 5 35 22 13 P2 PAINT 2:"SUNSET COVE" T1'PE:OOOWWINDOW FRAME � MANUF:DUNN EDWARD O AWNiNG:"BLACK" M +32-�� TYPE:DEC708 A� MANUF:SUNBRELLA I � P3 PAINT 3:"WHITE" TYPE:FABRIC AWNING -� __ _ __ _ ___ ___ __ MANUF:DUNN EDWARD AWNING"BLACK AND WHITE" � �DD ESS#' ----�--- --- -- ------ --- -- - � A2 �__J TYPE:DEW380 MANUF:SUNBRELLA +24'-0" � P4 PAINT 4:"SHORTBREAD" TYPE:FABRIC AWNING ----------- -- o MANUF:DUNN EDWARD A3 AWNING"WHITE" � +22�_�� TYPE:DE8134 MANUF:SUNBRELLA -- '-- ---- "_--- --- `n __________ -- - TYPE FABRIC AWNING I I � _ 5 MANUF.UNN EDWARD � ._�., -3 ,_�,. '-3' ,�., -4' ,_�., ,_ �� --- � i TYP T DE6110 �...,��,., .., . �. -'�-�;.� :��'�..�� ,. , .. � ____________ _______ ___ J V PAIN 8:"GOLDEN CREST" - P6 �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER _ _ ___ � MANUF:DUNN EDWARD � STRUCTURAL. _ TYPE:DE5353 COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING I I �? P� MANUF:DUNN EDW RDL �PER STRUCT. TYPE:DE6113 ❑3 LARGE CUT S70NE VENEER SET IN CEMENT PLASTER. PAINT 8:"DRY DUNE" � � � � \ P$ MANUF:DUNN EDWARD 4❑STONE VENEER SET IN CEMENT PLASTER. N o o p TYPE:DE6114 M i I� I �FABRIC AWNING SET ON ALUMINUM FRAME. � a� P9 PAINT 9:"ENGLISH SCONE" �.. � � � � � ' MANUF:DUNN EDWARD _--- O�-O� TYPE:DE6108 D6 6"IPE T&G WOOD BOARDS.CLEAR STAIN � PAINT 10:"YUCATAN" CEDAR TRELLIS,BRACKETS,TRIM BOARDS, MANUF:DUNN EDWARD �&FACIA BOARDS.STAINED OR PAINTED � 34 34 34 �� TYPE:DE5269 �BOARD AND BATTEN WOOD SIDING O/EXTERIOR �� PAINT 11:"SUNDOWN' SHEATHING PER STRUCT.,PAINTED. MANUF:DUNN EDWARD �CEMENT PLASTER SYSTEM 0/EXTERIOR SHEATHING TYPE:DE5268 9 PER STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR: ROOF 1:"MCKINLEY HEIGHTS" SEE COIOR SCHEDULE EAST ELEVATION ��8� � R1 7ypE:SLATERI LEN SLATE �� WITH CLEAR GEDANGMINUM STOREFRONT SYSTEM OROOF 2:"PLATINUM" �� CLERESTORY WINDOWS WITH j� OPAQUE WHITE FILM MANUF:PRESIDENTIAL SHAKE BY CERTAINTEED TYPE:COMPOSITE SHINGLES 12 MTL.FR,4MED AWNING W/ALUMINUM PANELS O P1 � P4 P6 P7 A2 O O g1 A1 B1 O � R3 ROOF 5:"ZINC-COTE" 2'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR MANUF:BARRIDGE I I I I � EQUIVALENT.CLEAR ANODIZED. 22 10 37 35 9 15 11 8 5 17 35 10 11 35 6-1 5 10 6- 7 TYPE:STANDING SEAM METAL PANEL 14 ALUMINUM FRAMED AWNING W/GLASS __ __ __ T1 STONE'I:"EMBASSY BLEND" a CANOPY +32-�„ MANUF:CORONADO STONE ❑PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA � � TYPE:STONE VENEER �5 CAST STONE,INC.,OR E�UIV.TEXTURE:SMOOTH FINISH. � �i ( � STONE 2:'PONDEROSA VARIEGATED" BRICK VENEER SET IN PLASTER SYSTEM. L„�____________ ___ __________________________________ ____�J � �MANUF:PENINSULA BUILDING MATERIALS �� (RUNNING BOND PATTERN) ° �� TYPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. e p� ��x +24'-O�� B,� � DOUBLE SOLDIER COURSE +22_O pN u�� _________._ O BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" ( � utl �� MANUF:CORONADO STONE -------- pp °�� __;:__y-___._,::::_ _ 17 L.E.D.SPOTLIGHT FIXTURES T��Y _ � TYPE:BRICK VENEER i i Ni ii° ��-- �PRECAST STONE:"CHAMPAGNE" �$ CERAMIC TILE SET IN PLASTER SYSTEM. i � w� � � i�° -�-_--= == -__ _ MANUF:VENTURA CAST STONE L pN ��<� ��a TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS _, - -------�-- �- �--- ----- --- NM - �� uN _..� __ 19 HM DOOR.PAINT TO MATCH ADJACENT WALL �� —_—- — _. ' pM pi Mi ' � iiq :.-, "�� PRECAST STONE:"DOESKIN" Nj Np NM - jj�� -�� MANUF:VENTUR,4 CAST STONE 2O GAS METERS-PAINT TO MATCH ADJ.WALL �M ----- - - - --- - ---- �hi ��` i TYPE:TRIM,CORNICE,SILL&MEDALLIONS Ni pa MN I ii° � r==J INDICATES BUILDING ADDRESS M� u M n PRECAST STONE"LIMESTONE" 21 DDRESS M� Mp Mp �� =1 ��. ---- - -- � C LOCATION-12"HIGH LETTERS p� i�� _ _- - MANUF:VENTURA CAST STONE py pp pp °�� __-_= �� TYPE:TRIM,CORNICE,SILL&MEDALLIONS 22 ALUMINUM CLAD PARAPET NN Mp pM ii" � P METAL PANEL:'BONE WHITE" ALUMINUM AND GLASS FOLDING FRENCH w � ��M N o �MANUF:ALUCOBOND 23 DOOR SYSTEM N TYPE:WALL PANEL pN pM i� pN - ��u� ih ALUMINUM AND GLASS SLIDING DOOR � METAL PANEL:"ANODIZED CLEAR" SYSTEM O�-O'� Ny Nj ny "N � �f$ �MANUF:ALUCOBOND 24 STEEL FRAMED SIGNAGE STRUCTURE;SEE r r r � y y TYPE:WALL PANEL 25 STRUCTURAL DRAWINGS AND DETAILS 36 36 36 36 36 36 g WOOD STAIN:"BRICK RED" MANUF:OLYMPIC 26 RETRACTABLEFABRICAWNING. TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD METAL FRAME AWNING W/PERFORATED METAL �WOOD STAIN:"CLEAR STAIN" 27 PANELS MANUF:OLYMPIC WEST ELEVATI ON 1/H" 2 T�'PE:T&G WOOD BOARDS 28 BRICK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT n 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, Q F1 Q Pl Q Q B1 Q B1 v � PAINTED. j 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 35 10 22 37 13 35 6- 6-1 15 % 32 DECORATIVE LIGHT FIXTURE,SEE ELECTR�CAL DWGS � I � gg KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �PREVENTION BUREAU REQUIREMENTS L'-_{._-____- I I -------------------- � ______�__ -------��-�"'+'-J � 6"X6'ACCESSIBILITY WINDOW DECAL __ --_----- ---------------- ----- --------------- -------i--- - --- ._- -. -- +24'-O�� 35 LINE OF ROOF S�OPE BEYOND +22'_�" —" "—"—'— LINE OF ROOF DRAINS AND OVERFLOW DRAINS -__ ---- -- - _ 36 BEYOND,CONNECT TO UNDERGROUND STORM ��_ - _ L-'--� - _ � � :"��-'"'"�-"�?_ ' _ " �� REFINISHED ALUMINUM CAP FLASHING - �--'----- � -� -- ___. ..: , ..i-=+ �'� r -- --_�.�:: 37 PAT ER SYSTEM PER CIVIL .. .-. _� _�_ — _�________ � � . .. --------- -----J - =�.� x : � 38 6'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL - .:�� _ -- �--�s"� _- _Y � �- _ 39 wROUGHT IRON MEDALLION.SEE DETAI�10/A7.7 � � ____ 40 ROOF SCREEN,SEE DETAILS 10/A7.8 ;E 0 41 MECHANICAL ROOF WELL W/SCREEN o � N p 42 POTENTIAL DOORS FOR FUTURE � TENANT O�-O° M 43 BOARD AND BATTEN SCARF JOINT ��-�" � TR,4NSFORMER 19 33 19 19 45 TRASH ENCLOSURE 46 IPE WOOD SPACED BOARDS IN STL FRAME NORTH ELEVATION ��8� 4 SOUTH ELEVATION ��8� 3 47 8"METALSPACEDSLATS,INSTEELFRAME MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 �1 K E N N E T H R O D R 1 G U E 5 8 P A R T N E R 5 I N C �a s n o��n w n i e m a n a o.a, s u i�a z o 0 M a u n 1 a i n V i e w C h 6 5 0 9 6 5 0] 0 0 CONSULTANT SED A RC�, �4i��ROQq� ��'CC� �.�� , C, �iZ C12,818 T� ��6 30�15�.� 9��'� �F CA�� KEYMAP rJ a � � ° � ❑ REVISION PROJECTNO. ZZ.rJ�J9 onre 12.13.13 DruWNBY �A�E AS SHOWN CHECKEDBV ELEVATIONS RETAIL SHOPS 8 4A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. I� . �o r co `O� o Q b� � — - o . METAL FASCIA • ca., •. •.. PAINTED •�� •,� " STEEL FRAME . •'- 6"W,SPACED METAL SLATS _ � �, 6'-0" �, s'-o^ � 6'-0" I,�, 6'-0" �, 6" 6" 6_ 6" 6" EAST ELEVATION SLOPE Ya"lFT � N 0 0 � � o 6'-6" 6'-6" 6" 6" 6" SOUTH ELEVATION �i.� � �i►�- �� ---- — ---- �� ' �� ---- — ---- ----—---- �� •��-� . � r' ' J � � FLOOR PLAN TRASH ENCLOSURE I ��$" I 4 �� °c� M I� �' iD ir� 0 o� NI (OI O 0 � 0 � io ih'N `� M in . 0 b� .,.�. � i � - .xx■ u � xxx■ � - =- =_ __ _- -- _ . xxx■ `= - = • . .� � - - _ � r� � --•----t'�---t„ _ — — --- i�x�� A.I . .. .-. � ' .� �'f _ ' J _ 1. 1'_ S X�X X�X � -1 rJ '� ' '@ _ ' r O " '- I 7 v s�xx■ �i�-`�x -- =1 = l =_ - -- - -- _ � � _ - - � � � _ _- , • r. , . . �, - � aaxx�x 1 xxl�x�� 2 " �� ( �I �3 - - _ — •xx�txs xxsl�x�f '� ,' '� I' I � 'I siFSlk�4:�i�w;' I' s x�r■ ••s!r r , Iv�ATCH L�NE S�E 9H0 S�FLOQR P_IfAM ' ' � ' ;�'�'�!�%;�"�x�'�` ; ��' .� '�.� ��...� w�r.�. ,i��..��1�•1 i i�� 1��w :�i�'.i�.�I.,��f6�.K� i.�'�� '" �: �� il �30�-p" � � �i ��'�x#�xl; 3R�'� �� ' ��x?��•�! 9" .: : � ; �i ii �, � : i i �, � .i i i� . i li A 1:'.��♦: :� : , �i � i i� i�t�ix�Xif � i� :i � t .i �. K�[K', 9',3 �� ' ' 11'-6", �4 6`; -0" '�l" +�x�IrQ'�x�s �� 8`,0"�� g,_d« � ' �: �: �, �� : � ;, �, �• �s �: � �� , �� , „ �, �, � � , ., , ;� dts:�tw � ; �� . �. ,� � � :� - - 20' :,��:a�s� ', � ' k � u �; _ ,; ` � � , � =_ _ , c - '1�� -u- � _ - -� _` -_ '-- '_ 1� ' -� 17 - !� 7«�� - �;-❑ -n -t -� o �r �- r �, r--,r � . ,: ,, ,- 18 ya . � �....« O — — 4== --n--'�=;-0;- _ /� [: '� (��.� -r,---r-�„�,- -� i9 f-�-1 �/ � „ ,_. ,_, l��u lL� � I Li 1 O o' cq M � 0 Of (D � � 4 N � �I �F �g � � �._._. �-•r-—•�— , � ��_.�. _._._., � � 15 13 I 5 II � � I 5 C L II I � ; C I�,'�w( I I � � � �F I 1 ' I C � II � 17 I I 17 ( � � � � .: ��— — —� — -- 18 '-0" 18 � � 21 ( _— � � 2 5 1'-8" 1 I I �-0� a � � _ II i i RETAIL �.EASE SPACE � � ! „ 7,078 SF I I 12 �'� I I � �-0� . . 2 � g.�I I � � I _ II � 18� � � 17 � � I --�--�— — —�— —— I II 1 18 17 I I I � 11 I '-8" I I I � � II I � � � � 2 � 11 I � � I � � � I � 11 � � a 8 C ' . I I I ('o (o � 1'- I I I � L � � II I II I j � ABOVE ( 17 I �O gFl O _f I _� O ' I J _, � s-o _J O � ABOV� 0 0� o� � � � � 2'-0" "t �-0• � � o � ih - � � � � ��i ��, � � ��► i ��I� . � ,, �� '� �� 2'-0" 4 � (V I I � a q� o� I a0 r°'i M I I 7 � Q � fV � o ' N 4 � $ tl � � 0�_ I s.v}. L_ _�r a„— 8r-0,r— —��r— r� �� —yr-0,r —-8-�''' —S'-a"— b'-b" _.. � � 0 � � O , 60'-0" FLOOR PLAN RETAIL SHOPS 7 (7,078 SF) ��a• 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3D STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF METAL CANOPY ABOVE 5a LINE OF CANVAS AWNING ABOVE 6❑ LINE OF WOOD TRELLIS ABOVE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � L1NE OF METAL FRAMED CANOPY WITH GLASS AWNING g� LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PIUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6'METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE O DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R 1 G U E 5 8 P�R T N E R 5 I N G. ��S N o.1 n w n 1 s m s n R o s tl, S u I 1 a 2 0 0 rao�o�.i� vi.w . c� e s o.e e s.o�a o CONSULTANT as�A R�yi V`v''P RODR''''•�F '�.;�. �;••C, ��C12,818 T'� *'s�6•30•15 p* N: -�`�Q �••. 9'••., ��F CA�lF� - /�� ! ,� �� '�: ■� "• t �r. - — :� —��1��'�i� � �r _-""".""'"'."i-•,._'� �� I■:....: RewsroN PROJECT NO. 22.rjrj9 DATE 12.13.13 Druwn,BY ScnLE AS SHOWN CMECKED BY FLOOR PLAN RETAIL SHOPS 7 4A3.0 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. 0 0 � ,, � _�\ 30'-0" 9'-0" i, 8'-0" �, 9'-0" so�-o• 30' �-�"i, 9'-0" i, 8'-0" i, 9'-�" _ 0 � � CV --«".�—.; ,_ _,. � .w� — - � .� . . o �8 0 � � � I �� ¢ � ° � II , � 5 II � � �0 I I ta � 2 q / 1 1 2 � I �LJ - o� `r I I �� I q "a,� N I � I � � N �� I I � .�� o I I � I °' �� I I � 2 II 17 �''�� 1 I '-�" � o� � M v �� ': I I � `n "' � 0 18 � ��— — — — — — O � —- ;r, — 18 : �� 1 _ � 2 ' i I 12 � , �,_o� � � o � � ABOVE o� � � ��_p• 0 5 �BOVE � M N -- I I � �� '� �o M M II M 2 ' I 10D1 �'�" 5 c0 � °' �o � i RETAIL EASE SPACE aF �� ' 3 � � 5 — A B�Y E 7 067 S F ' ,._o. 2 � o . o ;r, I I ABOVE� � N co- —�-i– – –� – – – –- o t5 1 I 1 � _ �,�. 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O-';.T'�,�- O- n- r-�1*--n-'T�-�� . �i 'i ii �i ti '� � � � . .. �� ' ' " 1+ rt- _�� ' �; �� T _ . _��_�_ _� , [� _ __��`-,---„- 0 1�_ � � ' u .. _ � . u �.+ u FLOOR PLAN RETAIL SHOPS 8 (7,067 SF) �ie• 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3❑ STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF METAL CANOPY ABOVE 5� LINE OF CANVAS AWNING ABOVE 6� LINE OF WOOD TRELLIS ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL i DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING aLINE OF ROOF OVERHANG ABOVE �p LINE OF S�FFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. �a OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 K N O X B O X S Y S T E M(K E Y B O X).L O C A T E P E R F I R E PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X'GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE O DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P�R T N E R S I N C. ��5 N o r 1� w�I s m�n R o s 0, S u I t e ]0 0 M O u n 1 e i n V I�w . G A B 5 0.9 6 5.0 1 0 0 CONSULTANT SEO ARcy. tiV�P�Ro� T�n �cz' �' ''��c�2,e�s�,`. � �:�6-30•15 * Ni ��Q �••. 9'••., �oF CA`l�: _ �II� � . �� „ ■� -/�� 'i: ..�:. t �r��--- �- ;� :, �• �'�� .�»,._...�...... � r� ^� � � .,,_. �1`, �,��j�: REV�swN PROJECT NO. 22.�j�j9 DATE 12.13.13 DR4WN BY SCALE AS SHOWN CNECKED BY FLOOR PLAN RETAIL SHOPS 8 4A3. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. IC .'•I•,•, •i'• . .,. a- - � L=J .:.,._ &; =,`+\ � �\ B — f O D — 1 ROOF KEY NOTES — _ — a SLATE TILE ROOFING OVER METAL FRAMING SEE STRUCTURALDRAWINGS — — , � COMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS = _ ] — � � NOT USED aSINGLE PLY ROOFING SYSTEM OVER METAL DECKING � NOT USED � FABRIC AWNING SET ON ALUMINUM FRAME — _ � � CEDAR TRELUS WITH STAIN FINISH _ _ 7 _ _ � g� ALUMINUM FRAMED AWNING W/GLASS CANOPY — � � ALUMINUM CANOPY WITH METAL PANELS — �� CORNICE O/MTL.FRAMING WITH SHEET METAL t24,O, FLASHING CAP T.O.P. �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING °p '�x,'+ �3 METAL FRAME AWNING W/PERFORATED METAL � iD � PANELS ' 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS 1__.J � i� � � �5 COPPER GUTTER AND DOWNSPOUT �;� �� / �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF � i i WALL � �] ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 MECHANICAL UNIT TO BE CENTERED BETWEEN 29 �,?� �a ROOF MEMBERS BELOW 322'-2' � � T.O.D. o � �9 METAL FRAMING,PAINTED t24'-0' p T.O.P. 322_3 20 18'X 24'IOUVERED MANSARD ATTIC VENT T.O.D. — - — — � GUARDRAIL W/GATE AT ROOF HATCH WITHIN 10' 2� OF ROOF EDGE WITHOUT PARAPET t28'-0' � I T.O.P. 22 ROOF ACCESS HATCH 30'x 36',SEE DET.5/A7.8 23 SPLASH BLOCK BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER � , 24 FOOT 25 METAL PANEL JOINT,SEE DETA�L 3/A7.5 13 Z6 ROOFSCREEN 6x FIRE RETARDANT TREATED WOOD RAFTER I c� O ', 27 TAILS,SEE DETAILS 2$ GALV.SHEET METAL FLASHING 'IO 29 BRICK CORNICE WITH SHEET METAL FLASHING „A,.Z LEGEND �y_3• �--- DENOTES ROOF SLOPE DIRECTION O.D. t28'-0' � ��P� ' HVAC ROOF TOP UNIT. — — '— �� ON 8"CURBS. 1 t24'-0' � T.O:P. �. , HEAT PUMP UNIT I ON 6"SLEEPERS,SEE MECH.DWGS � � MAKE-UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO 11 ' ' STORM SEWER. SEE CIVIL DRAWWGS OD OVERFLOW DRAIN. 8 ' +0'-0" DENOTES ELEVATION POINT ?: : T.O.W. TOP OF WALL ELEVATION T.O.P. TOP OF PARAPET ELEVATION ,; ., �� ;' T.O.D. TOP OF DECK ELEVATION — —� �°`' ''�"'�'�'—"'`''� � DENOTES ROOF SLOPE DIRECTION ___. <, _ 324'-0 T.o.P > y, '/ � �ENOTES EXTENT OF BUILT UP ROOF r: CRICKET-MIN.SLOPE 1/4"PER FOOT o � 3 ROOF PLAN RETAIL SHOPS 7 �i$• 1 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 �I K E N N E T H R O 0 R I G U E 5 8 P�R T N E p 5 I N L. ��s N o��n w n i a m.� n o.a. s u i�e s o 0 Mo u nl�in V l�w . L A S 5 0.9 8 5.0'!0 0 CONSULTANT �s�A R�yi V�lr;'Q,.R�aS'/''•.,�'� �� •.n � J��"C12,81$N�' N'.�6•30•15�;� �• .�9�''•.. �C�F CA��F /�� ! „ �� t ■� ...._�1� •;: -- - �� :� :, �r .�: _.-,� ; --=�-� � r.�,,_ . �� •,,..... II �_��:—: ��:� REVISION PROJECTNO. 22,�J�J9 DATE 12.13.13 oanwrr ev scn�e AS SHOWN CHECKED BY ROOF PLAN RETAIL SHOPS 7 � • � , O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 1 2 O3 : �_r �s i22'-0' t22'-0' T.O.P. I �� I Q I T.O.P. � �A — � — — .�.,� �-�� , \ WL OD t78'-8' o 316'-0• T.O.D. N \ T.O.D. HEIGHT � / �/ / T.O.D. \ t22._0. -T.O.P. ,.. i� t32 � T.O O 'C � � u— 0 N 0 c� 0 in 4 in m o � N IJ 0 � 2/A4 r �„� t32'-0' � T.O.P. OD I�� \/ \ t2T-3" T.O.D. W!CUR8�52' r,� �.� f�� / L--- I HEIGHT 4 W!C�RB:52" Li��=�� SLOPE � \/ 1/4"/FT.MIN. t18'-8' �8 � T.O.D. HEIC',HT I I W/CUR8�52' r�,—_`� ��\� I I HEIGHT W/CUR8:57 ��_`� L_ � 1 �g 4 J — � — — t t/4"/FT.MIN. HEIGHT W/CURB�52' r�, _` ��'�:� L___ HEIGHT I I W/CURB�52' i�(^� L__- I I � �q�_p- � rcvr� V HEIGHT I � T.O.P. �� W/CURB:52' t20'-11' r� ^ t22'-Y T.O.O. �� \/ T.O.D. L___ ° 6 o> 0 � . (V HEIGHT SLOPE W/CURB:5Y 1/4'/FT.MIN. 4 o I 24 ��j� ( c, o�-ir �-- — T.O.D, t24'-0' 21 T.O.P. � �s 18 xz2�•2. � W� ZZ T.O.D. 17 D � :za�-o• � � T.O.P. 0 0 N t22'-0" � T.O.P. - -�' � t32�" T.O.P. � � � � o n � YO r � iD r . � o 6 � � � 0 :ss��y, T.O.D. t32'-0" � t24'-0' T.O.P. T.O.P. � i+o � � 29 °O � � s � ��i ROOF PLAN RETAIL SHOPS 8 I ��8' I 1 ROOF KEY NOTES � SLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � COMPOSITE SHINGLES ROOF OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS � NOT USED aSINGLE PLY ROOFING SYSTEM OVER METAL DECKING Sa NOT USED aFABRIC AWNING SET ON ALUMINUM FRAME 7� CEDAR TRELLIS WITH STAIN FINISH g� ALUMINUM FRAMED AWNING W/GLASS CANOPY aALUMINUM CANOPY WITH METAL PANELS �Q CORNICE OIMTL.FRAMING WITH SHEET METAL FIASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING �3 METAL FRAME AWNING W/PERFORATED METAL PANELS ,14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT 16 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �7 ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 18 MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW �9 METALFRAMING,PAINTED ZQ 18'X 24'LOUVERED MANSARD ATTIC VENT 21 GUARDRAIL WIGATE AT ROOF HATCH WITHIN 10' OF ROOF EDGE WI7HOUT PARAPET 22 ROOF ACCESS HATCH 30"x 36',SEE DET.5/A7.8 Z3 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 26 ROOFSCREEN 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS 28 GALV.SHEET METAL FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASHING LEGEND � DENOTES ROOF SLOPE DIRECTION I HVAC ROOF TOP UNIT. I �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN. +�'-�" DENOTES ELEVATION POINT T.O.W. TOP OF WALL ELEVATION T.O.P. TOP OF PARAPET ELEVATION T.O.D. TOP OF DECK ELEVATION � DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R 1 G U E 5 6 P A R T N E R S 1 N C. ��5 N o r 1 n w nl s m a n R o a a, 5 u I 1 e 2 0 0 Mo�o+.i� v�.w . c� e s a.s e s.o r o 0 CONSULTANT S�•'•4.R�'yi �•P.Ro�w�''••-•''�� C12,818�`n�� N:.�6•30•15�;� 9�''•.., ��F CA��F� _ /�� , � „ � /� •r - �� ;1:; � �(� - :� -.-,+� % r-��W�..,,_�� .�- �._..�� REVISION PROJECTNO. 22,rj�j9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED 8V ROOF PLAN RETAIL SHOPS 8 4A4. 1 O2013 KENNETH RODRIGUES d PARTNERS,INC. 28-0' I I 28-0' T.O.P. T.O.P. 21-0' z2-3" T.O.D. N T.O.D. � � � BUILDING SECTION RETAIL SHOPS 7 ��$° 1 +s2�-o~ T.O.P. N +2r-s• � +29'-9" T.O.D. T.O.D. I � I BUILDING SECTION RETAIL SHOPS 8 ��$° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s K E N N E T H R O D R I G U E S i F�R T N E R 8 I N C. 1�5 N o r�� W�i t m�n R a a 0, S u�1• ]p 0 M o u n t�i n V I e w . C A !S 0 G�5.0]0 0 CONSUITANT �S�D ARCyi V�lr P.R�Qq�(��%F *WC12,818 -T* �6•30�15� N e�oF CA��,5 _� /II\ � ��. '�'��, „ � �/� •'' �� "�:, � �r� - - :7.�. _._,,r� __.___�... � �,�:::�.;.�■�:�:;:::: , REVISKKJ aRO.�cT ra. 22.559 on� 12.13.13 ovtnwNev scue AS SHOWN CHECKED BY SECTIONS RETAIL SHOPS 7&8 4A4.2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. TABULATION: SHOPS 7 7,078 S.F. SHOPS 8 7,067 S.F. , TOTAL 14,145 S.F. so�-o• so�-o° s'-o• s�-o• t .x,� 8'-�" 9'-�" _ ..��. � ��,�r+�_�r�s s s_.. ,�e� .sF„ � �r�� x�x�s�xs.. � �' �'" � �� o � � e�r�x��r�r� �,:; o � �.�� ; - o � � . .a _ . , .� s. � . . w . . _ � � ,. _ � � . _ . : . . � � , �; � � �. . i zq � , F �. `� ' o 0 b� 0 o � o � M N Q � 0 � .o. T . , . .,•. .. O �. r O�. O. .'O,- . CD i0 6'_Q" O ' ' � � � - f •• ,., . . • ••. ♦. ��:... . • . �..� ,• . .•.� . , .,,.« .. • . � � � . . '�.�. in ic �n � • . 5'-2" �� `c o _� o in `ro o� 15'-0" . 0 �o a . � � 4 � . � , o � o • . - _ . � � q N o � o - _ � N � (O � O ? � � � 0 � Q N `J�'2� ia; io �; ao _ , �o �4 co � cc � O co Q; '. io � � � in O 0 � - � ._�. 4 4 b � v O �p O � � .. � 0 �: � . ; ;� , � , � www n.s, � p 9,-0" 8,-0" rs ac�t� s� __.. s�r •�s s r 2fi'-0" •0" 9'-0 o g�-0• s• � , r�sw��xs• .��►sRSw.�x .�_,_. RETAIL SHOPS 8 (7,067 SF) ��8' 3 RETAIL SHOPS 7 (7,078 SF) ��8° 2 TRASH ENCLOSURE (375 SF) ��8° 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N H E T H R O D R I G U E 5 8 V A R T N E R S 1 N C. ��5 N o r t n W n I a m s n R o a 0, S u 1 t e Y 0 0 M a u n t�I n V i�w . C A 6 5 0.9 8 S.0 1 0 0 CONSULTANT Sr�.p..ARC'yi C��P•R��R/��'•�t� �v':.Ct' ��:C� � ��C12,818 T�° Ne.�6•30•15�;� 9�''••., ��F CA�lF� _ /II� ! / „ �/ \ .� -..�.�' ',: _ i ;t :��:� ' �r� . t 1 ��-��MMM�MMM+'� �1 r--�•_� . t.,:,_= �� RewswN PRQIECT NO. 22.rjrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS SHOPS 7 & 8 4A5.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. O �2 P4 � 15� 13 9 � ,.:.'�, >�"'�'. +z4� r-.� �� C �� 14 15' 15 11 +28'-0"—-- --_� i�"� � + ��i �5� �'- �F 1 .. � -Y .. �� t - '� w � �3 yi'�,� �,. � - . I � 4 > , t '�mY�� i �,%� ' �- .. ¢.Q =�". - _......_. "_... , ...... ��, =;r� t� - �� . t ��_�° � t� . `�� !� � �•_'!f` �1 I S1 I ,.' 7 .z'��.,�;.,. � � �s;% � � +24'-0" � i �+p f' � °°1•v�.t� . �.'�k �Y .x� Y b� r �s�`�}�'� .a� ;� . "�� . " �`�* �'�, .-0s. b .9t'. -� 13 O t ,r' � � . � $T1 0 81 81 P5 ST1 61 6- 35 36 9 13 17 3 +28'-0" - B1 A3 �rr^" ��- i ; l..'.' �"( ,�4�� >'�'� M� �� _ �.k�� ;: � ��R��t' .�p� � I �� '� �� , � . ... ..... .....� i � / � f r�� `�M",'r �� '; � , �� _ , �,:. � � �---��■ ��._.�, :��.;s, f ��S■�� ,, , ,., ��I ��I��/►� �/S►t� �/�t �, � .■ i�� ,': I��\�I��\ �� ,-� ��.�� .� -� :.. �� '�� ... Y B1 � � � �� ;- { `,� �'�• :� �1�'x Y4� NORTH ELEVATION I ��8' I 4 � � COLOR/MATERIAL KEYNOTES �T CERAMICTILE 1:'DESERTSAND" MANUF:AL7A VISTA BY DAL7ILE A P� PAINT 1:'GEORGIA CIAY' TYPE:CERAMIC TIIE MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANOOIZED TYPE:DE5�8� MANUF:KAWNEER B1 � � PAINT2:'SUNSET COVE' TYPE:DOOR/WINDOW FRAME � P2 MANUF:DUNN EDWARD AWNING:"BLACK' � � � I TYPE:DEC708 A� MANUF:SUNBRELLA P3 PAINT 3'WHITE' TYPE:FABRIC AWNING � - MANUF:DUNN EDWARD AWNING:'BLACK ANO WHITE' .�'� T��W� OO MANUF:SUNBRELLA ��" P4 PAINT4.'SHORTBREAD' TYPE FABRICAWNING � +24'-0" ��e� ,. MANUF:DUNN EDWARD A3 AWNING:"WHITE' _ ----_ ------- �"� r� •� TVPE DE6134 _R �e)�` �.rv 1 MANUF:SUNBRELLA -'� P5 PA1NT 5:'WARM HEARTH' TYPE:FABRIC AWNING MANUF:DUNN EDWARD ; ,,f ; ��.;r� - TYPE DE6110 SHEET KEYNOTES � � T�rp+� PAINT6:'GOLDENCREST" 'i Y A=p a. '` �ti; Ps SLATE TILE ROOFING O/EJ(TERIOR SHEATHING PER t � MANUF�DUNN EDWARD ��y-�`� �.�`��n�>t� .� .. * TYPE:DE5353 a STRUCTURAL. �,�Y„� � 3 � `. ` s �� "��,y��. P7 PA1NT 7:'ALPACA WOOL' �S�OSITE SHINGIES ROOF OIEXTERIOR SHEATHING PER �..,.: 4'N' s '1�rT`:. ��.�-;a..�4 j�� ,�, t4.- O MANUF�DUNN EDWAR� • �j. � .r�� ;� TYPE:DE6113 �3 IAFtGE CUT STONE YENEER SET IN CEMENT PIASTER. i .. � < _ I � I�PB PAINT 8:'DRY DUNE" :�; I�� MANUF:DUNN EDwARO 4�STONE VENEER SET IN CEMENT PLASTER. � �i �) , "'�'� TYPE:DE6114 i I �°" '� l�� 5 FABRIC AWNING SET ON ALUMINUM FRAME. � ' �� t OO PMNIUF:�DUNN DW RO� ,�c �`� � �� 7ypE•pEg�pg a 6'IPE T3G WOOD BOARDS.CLEAR STAIN �� <y„-,, �PAINT 10:'YUCATAN" ❑ CEDAR TRELLIS,BRACKETS.TRIM BOARDS,d MANUF:DUNN EDWARD 7 FACIA BOARDS.STAINED OR PAINTED TY��69 80ARD AND BATTEN WOOD SIDING OIEXTERIOR SHEATHING �� PA1NT 11:'SUNOOWN' �PER STRUCT..PAINTEO. MANUF:DUNN EDWARD ❑CEMENT PLASTER SYSTEM OI EXTERIOR SHEATHING PER TVPE:DE5268 9 STRUCT.LIGFiT SANO TEXTURE,PAINTED COLOR:SEE COLOR ROOF 1:'MCKINLEY HEIGHTS" SCHEDUIE EAST ELEVATION 118� � R1 �uSLATETfILENSLATE CLEARANOOIZEDALUMINUMSTOREFRONT �� SYSTEM WITH CLEAR GLAZING OROOF 2:'SLATE GREY' 1� F�ESTORY WINDOWS WITH OPAQUE WHITE MANUF:PRESIDENTIAI SHAKE BY CERTAINTEEO O TYPE:COMPOSITE SHINGIES �2 MTL.FRAMEO AWNING WJ/LLUMINUM PANELS ROOF 5:"ZINC-COTE' R3 �NUF:BARRiDGE �3 2�EXTRUOED ALUMINUM REVEALS BY FRY �� F� TYPE STANDING SEAM METAL PANEL REGLET OR EOUIVALENT.CLEAR ANODIZED. 14 15 37 15 lO � � � STONE 1:"EMBASSY BIEND" 14 ALUMINUM FRAMED AWNING W!GLASS CANOPY MANUF CORONADO STONE PRECAST STONE TRIM,SILL 3 MEDALLIONS BY VENTURA CAST TYPE:STONE VENEER 15 STONE,INC.,OR E�UIVALENT.TEXTURE:SMOOTH FINiSH. �STONE 2:"PONDEROSA VARIEGATED" BRICK VENEER SET IN PLASTER SYSTEM. MANUF PENINSULA BUILOING MATERIALS &� (RUNNING 80ND PATTERN) TYPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. ___+24�-0� B� BRICKI:"OLD CHICAGO 3 PALOMiNO B�END' �(DOUBIE SOlD1ER COURSE) -- MANUF'CORONADO STONE • TYPE:BRICK VENEER 17 L.E.D.SPOTUGHT FIXTURES �PRECAST STONE:"CHAMPAGNE' C 18 CERAMIC TILE SET IN PLASTER SYSTEM. MANUF:VENTURA CAST STONE w�� '� _2 i ��,��, Q TYPE:TRIM.CORNICE.SILL 6 MEDALLIONS 19 HM DOOR.PAINT TO MATCH ADJACENT WALL � �-� � PRECAST STONE:'DOESKIN' �;; � r �� „ ; � . � �MANUF:VENTURA CAST STONE 2 Q G A S M E T E R S 'x �'` • �° +�2'� TYPE'TRIM,CORNICE.S�LL d MEDAIIIONS � INDICATES BUILDING ADDRESS ��'�'` � .�'��---M Pf2ECAST STONE:11MESTONE' 21 AppRE� w� � `" �MANUF:VENTURA CAST STONE L LOCATION-17 HIGH IETTERS �'°'�� TYPE:TRIM.CORNICE,SfLL 3 MEDALLIONS 'j ,�. 2Z ALUMINUM CLAD PARAPET �METAL PANEL'BONE WHRE' MANUF:AlUCO80ND 2$ ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM �. TVPE WALL PANEL t' , � " - ' �METAL PANEL:'IWODIZED CLEAR" Z4 AIUMINUM AND GLASS SUDING DOOR SYSTEM O�-0" MANUF:ALUCOBOND STEEL FRAMED SIGNAGE STRUCTURE;SEE TVPE WALL PANEL 25 STRUCTURAL DRAWINGS AND DETAILS WOOD STAIN:'BRICK RED' MANUf:OLYMPIC ZB RETRACTABLE FABRIC AWNING. TYPE TRELLIS.BRALYCE7,TRIM BRD 3 FACIA BRD eWOO�STAIN:'CIEAR STAIN' 27 METAL FRAME ANMtNG W/PERFORATED METAL PANELS MANUF:OLYMPIC WEST ELEVATION ��8" 2 TYPE T8G WOOD 80ARDS 2H BRiCK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT O � 30 COPPER GUTTER AND DOWNSPOUT OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF C1 �C 31 wau DECORATNE LICHT FIXTURE,SEE ELECTRICAL 15 � 15 10 11 35 32 oRnw�r�s 33 KNOX BOX SYSTEM(KEY BOX)IOCATE PER FIRE i PREVENTION BUREAU REQUIREMENTS �6'X 6"ACCESSIB�IITY WINDOW OECAL • __ +24'-0' 35 LINE OF ROOF SIOPE BEYOND --- 36 LINE OF ROOF DRAINS ANO OVERFLOW DRAINS BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CML � y _' 37 PREFINISHED ALUMINUM CAP FLASHING �� :� ��s�`..,�,...�•r' i �� i�{ . � �: �r' �,,'� s.'s.�r ; ��£ ,� 3B 6'-0'0 TOWER CIOCK SURFACE MOUNTED DIAL ` R � �'': , ��`'�2�*� ;�°� 3J WROUGHT IRON MEDALLFON.SEE DETAII 10/A7.7 �'�, �'Y <F� ��'�' ��-n%� ` ��,y� 40 ROOF SCREEN.SEE DETAILS 10/A7.8 y - __- _n� Y'�".'4'� �, �y� � � ��. ,i ,. ,`. �,.�,r�r_... ° �,{�r �' � �,. 41 MECHANK'.AL ROOf NfELL W!SCREEN � � ��r�^�(��$ 42 POTENTIAL DOOR3 FOR FUTURE TENANT I ,, � -- 1 __ � � �- �.,�'{'�i. � --- .___ ';.. � -�iii�� 43 BOARD AND BATTEN SCARf JOINT a 'BOK MODERM SCREEN FENCElGATE 45 rn�sH ENCt.osur� ,�,,�,..a�, �� =-`.` v- ��:�:-�.ah i.� .i i... �,. � .� F''��„ Fa ,"�_ �?�«k�i� � � � t , t SOUTH ELEVATION � ��' � 3 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LI.0 2U3 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 NENNEIH POORItiUlS 6 VA1IIN�HS VC. +.s No.ie wn..w.� Aoue s.i,e zoo 4 0�n 1 a .� V •r . C � 8 5 C.B tl 5 J�4� CONSIILTANT �S�A�ti F.:�'�RW4i'~.!�' `V:�� n� •"�'`�C12,818 € N�.�6 30 13�;� 9�' ~ ��•CA``F� rcEr"""v N % . . � �, % ' \ _.._ 4.J � >� F _..��` _. ��_ 'i �" i--.�� •, __"'""I �^ � ' � . �. , - ' ----. �q REVIS�ON 11.15.12 PLAN CHECK SUBMITTAL SET 02.08.13 RESPONSE TO PLAN CHECK 1 02.28.13 ASA REVISIONS ' Pao.�cT►ro. 22.559 DATE 11.15.2012 �^'^^+�' � AS SHOWN ca+ecueu er COLOR ELEVATIONS RETAIL SHOPS 7 II � 4C1 .0 i I OZOt 3 KEM�ETH RODRIGUES t PAIITqER3.INC. s � � . t� ' � „.� . -`_:r� '' , „ � «�"" ,. +24'-0' —.-•��„k^-,�',�� -. -- �-�- :�'+' a _. ' ( � v Ir.,M' z �.«�i.l-�� t :d i� ��j � — ��,�•� � �, � '' �i+ � "�� rt � �k.�C. ., �� . .. ,. �u QP1 � �1 E � 81 O � �. _�:'_ _ 0�-0' 81 A1 � P4 O r—i r—i 61 O O P4 O P4 P6 O P� O a OP1 f � _ i � .. , :,�` }�.i � ..� `... .:� �a � �� 'i .4 �� "�� '_Y... �� hi _ . �.�t�i� �' 1 r�.�.-'�"L� �} . B a . 3. �O. . �Y?::�;`.'�* � ,4 w.�} " AK Y� � � �° �.�� .�— e� '�-h v- ��*'.';E+..t — _�� .�. �•_ _ .� d��e, � � ..'� �i -'.�a , � � .�. � . ., � :. iY"','. ....�,eJ'r+;.w.. ..�,.odm:�).. ..... ,. � NORTH ELEVATION � ��8• � 4 O l�J �' � �� y.. � � �� k�' L , i » :i�+ .� 1 A 61 A1 COLOR/MATERIAL KEYNOTES �CERAMIC TILE 1:'DESERT SAND' MANUF:ALTA VISTA BY OALTILE O Q O P� PAINT 1:'GEORGIACLAY' TYPE:CERAMIC TI�E F� � P� MANUF:DUNN EOWARD F� FRAME t:CLEAR ANODIZEO TYPE:DE5181 MANUF:KAYVNEER ] 37 5 35 22 13 P2 PAINT 2:SUNSET COVE' �'PE:DOOWWINDOW FRAME �32,-0� MANUF:DUNN EDWARD A� AWNING:'BLACK' ___ TvPE:DEC708 MANUF:SUNBRELLA 4 PAINT 3:"WHITE' TYPE:FABRIC AWNiNG P3 MANUF�DUNN EDWARD � AWNtNG:"BIACK AN�WHITE' �� TYPE:DEW380 O MANUF:SUNBRELLA ' "�I TVPE:FABRIC AINNING `"� P4 PAINT 4:'SHORTBREAD' MANUF:DUNN EDWARD A3 AWNING:'WHITE` , +%t� TYPE:DE6134 MANUF:SUNBRELLA �j —� --- P5 MA UF UN�W�ARD� TYPE:FABRIC AWNING '�'^�' TYPE:DE6110 SHEET KEYNOTES �°:' � "� PAINT 6:'GOIDEN CREST' °�y �^$ OO MANUF:DUNN EDWARD �SIATE TILE ROOFING O/EXTERIOR SHEATHING PER �� '�.�� TYPE:DE5353 STRUCTURAI. P� PAINT 7�"ALPACA WOOL' 2 COMPOSITE SH�NC,LES ROOF OIEXTERIOR SHEATHING PER °��! O MANUF:OUNN EDWARD STRUCT. `j TYPE:OE6113 __ P8 PAINT 8:"DRY DUNE' a�GE CUT STONE VENEER SET IN CEMENT PLASTER. ` � MANUF:DUNN EDWARD TYPE:DE6114 � STONE VENEER SET IN CEMENT PIASTER. - �ras� � `:�'S�-,:,�.._ L a' �,�AN/� w }.# P9 PAINT9:'ENGUSHSCONE' �� , MANUF:DUNN EDWARD ❑5 FABRIC AWNING SET ON ALUMINUM FRAME. TYPE:DE6108 � �PAINT 10''YUCATAN' �8'IPE TdG WOOD BOARDS.CLEAR STAIN MANUF:DUNN EDWARD � �Q TYPE:DE5289 �CEDAR TRELLIS.BRACKETS.TRIM 80ARDS,d �PAINT 11:'SUNDOWN' FACU180ARDS.STAINED OR PAINTED MANUF:DUNN EOWARD ❑BOARD ANO BATTEN WOOD SIDING O/DCTERtOR SHEATHING TYPE:DE5268 8 PER STRUCT.,PAINTED. EAST ELEVATION ��8� ') R� TypE�E��Y��TS� ❑ SCHEDULE��DTEXFTURE PAIRNTED COLOR SEE COIOR OROOF 2:'SLATE GREY' �O CLEAR ANOD12E0 ALIMAINUM STOREFRONT MANUF:PRESIDENTIAL SHAKE BV CERTAINTEED SYSTEM WITH CLEAR GLAZING E TYPE:COhAPOSITE SHINGLES CLERESTORY WINDOWS WITH OPADUE WHITE B1 � R3 MANUF:BA R DGE �� FILM fj. � TYPE:STANDING SEAM METAL PANEl 12 MTI..FRAMED AWNING WIALUMINUM PANEIS f STONE 1:"EMBASSY BLEND" T� MRNUF CORONADO STONE 13 r EXTRWED ALUMINUM REVEALS BY FRY j TYPE:STONE VENEER REGLET OR EOUIVALENT.CLEAR ANODIZED. v?r �STONE 2:"PONDEROSA VARIEGATED" �4 ALUMINUM FRAMED AWN�NG W!GUSS CANOPY s��` MANUF PENINSULA BUILDING MATERIALS i �,uT,�,� TYPE:STONE VENEER 15 PRECA3T STONE TRIM,SILI R MEDALLIONS BY VENTURA CAST +24�-0• STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINlSH. ----------- ;�'�' ;.�- I Bl BRICKI:`OLD CHICAGO 3 PALOMINO BLEND" _�, ^�, MANUF:CORONADO STONE I TYPE:BRICK VENfER �� BRICK VENEER SET IN PLASTER SYSTEM. ,�; * C PRECAST STONE:'CHAMPAGNE' �(RUNNING BOND PATTERN) �,6.M,�u e:c"" �MNJUF:VENTUFi11 C/1ST STONE �BRICK VENEER SET IN PLASTER SYSTEM. ' �*,�r'd�., �t•.•r�t,.� TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS (DOUBLE SOLDIER COURSE) � ��y'� � �PRECAST STONE'DOESKIN' � � a"'� `'° ''" � MANUF:VENTURA CAST STONE �! L.E.D.SPOTLlGFIT FIXTURES ,,.:� �h�<. � �� TYPE:TR�M,CORNICE,SIIL 8 MEDALLIONS � `��+ �,,p � �s� ��`�'i �PRECAST STONE:'LIMESTONE' 1B CERAMIC TILE SET IN PLASTER SYSTEM. '� *�TM'�y" Y �� +""� t�� MANUF:VENTURA CAST STONE �r � ? TYPE:TRIM,CORNICE,SIIL 3 MEDALIIONS 19 M�DOOR.PAINT TO MATCH AW/�CENT WALL - i' �.-�� METAL PANEL"BONE WHITE' `�p s TvPE WAlLCO80ND ZO GASMETERS � INOICATES BUILDING ADDRESS �+� �,� - Q METAL PANEL:'ANODIZED CLEAR' 21 AODRES� LOC'.ATION-12'HIGH LETTERS �MANUF:ALUCOBOND L rr�:w��Pav� o W��,N:.�,��. a AIUMtNUM CLAD PARAPET � MANUF:OLVMPiC TYPE:TRELLIS,BRACKET,TRIM BRO 8 FACV1 BRD 23 ��NUM AND GLASS FOLDING FRENCH DOOR SYSTEM S WOOD STAIN:`CLEAR STAIN" MqNUF:ayMplC 24 AIUMINUM ANO GIASS SIIOING DOOFt SYSTEM W EST E LEVATI O N ��8" 2 TMPE:T&G WOOD BDARDS STEEL FRAMEO SIGNAGE STRUCTURE;SEE Z5 $TRl1CTURAI ORAWINGS AND DETAIIS 26 �E1'RAC7ABLE FABR�C AWNINC. O O B1 81 QS Q7 METAL FRAME AVYNING W/PERFORATED METAL PANELS 6- 6-1 15 7 28 BRICK OR STONE VENEER EXPANSION JOINT - - -_ _-- -— -- -�- --... _ _........ . ....... __ _ -- -- _._ 29 CEMENT PLA3TER EXPANSION JOINT � ; �COPPER GUTfER AND DOWNSPOUT _- ....._ ---- -- - -- ____ _ � _ 1 +24�{!� OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF — ---- 31 wnu � � ` 32 DECORATIVE LIGHT FIXTURE,SEE EIECTR�CAL . , , . . ' DRAYVING$ . ._�.... ."..�.--'--�--.-�.. ._�._ .."-_ '.-._.�. .-�----.. ._:. 33 KNOX BOX SY3TEM(KEY 60X)l0('•ATE PER FIRE �,r , �, PREVENTION BUREM!REQUIREMENTS , � +' �8'X 6'ACCESSIBIUTY WINDOW DECAL -- - _ _ __— --- -- __ ___ __ - '_ ; 35 uME oF►tooF SLOPE BEVOND - a LINE OF ROOF ORAINS AHD OVERFLOW ORAINS - -- BEYOND,CONNECT TO UNDERGROUND 3TORM : � � WATER SYSTEM PER CIVK f ' �r.* . $% PREFINISHED ALUMINIIM CAP FIASHING �-- � ' �8'-0'0 TOWER CLOCK SURFACE MOUNTED DULL 19 39 WROUGFIT IRON MEDALLION.SEE OETAII 10/A7.7 40 ROOF SCREEN,SEE DETAILS 1 WA7.E SOUTH ELEVATI ON ��8• 3 4, MECMANK',AL ROOF WELL W/SCREEN MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E M N E T N R O 0 fi�G U E S 6 P A q`N E N S V C .a6 Ner�n wn��..m.� �o.a. s��. roo Mou ntY.n V�� . C A 6 S u.Y 6! .0 1 0 0 CONSULT/WT 5�A�ti �C,�:•"�Rppq�'••.�� `�''�� .�c�l "'W C 12.818 T�? N�.�6 30 13�:e 9�' ~ ��CA�� N -- �\\ -- � 'f �i�4.\\ \.-`_.-- ' �__. __`'=�s�,=,— _= �� 'r>� `. > - ;_ , . . -- c- � ' : -r _ . "_� ' -� — � r�ws�a� 11.15.12 PLAN CHECK SUBMITTAL SET 02.08.13 RESPONSE TO PIAN CHECK 1 02.28.13 ASA REVISIONS �+o.�cr wo 22.559 �� 11.15.2012 ow,wn er scwe AS SHOWN cr�c�o er COLOR ELEVATIONS RETAIL SHOPS 8 4C1 . 1 Oso�a�►ar�m aoortpuES a ruen�eas.u�c. . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M A P ■ � DBF � RRBD SUBMITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.S�GNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM PADS 1 & 2 ■ P B 0 J B C T T B A 1[ ■ 0 W N E R/ D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGTOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 N 0 T E L A R C H 1 T E C T D�IB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V I L E N G I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCNITECT THE GUZZARDO PARTNERSHIP, INC. 181 Greenwich SVeet San Francisco,CA. 94111 �A R K I N G 0 A R A 0 E E N G 1 N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLdNNING PBR1[ IT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H B B T I N D B g ■ �Q,Q COVER SHEET 5A2.0 ELEVATIONS PAD 1 �,� ELEVATIONS PAD 2 �,Q FLOOR PLANS PAD 1&2 �+„Q ROOF PLANS PAD 1&2 AND BUILDING SECTIONS �,Q FLOOR AREA CALCULATIONS PAD 1 8 2 x�,Q COLOR ELEVATIONS PAD 1 SC1,1 COLOR ELEVATIONS PAD 2 • S C 0 P B 0 F 11 0 R g • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIL SHELL BUILDINGS TOTALING 3,786 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 8 P A R T N E N 5 I N C. �I 5 N o r�� W�1 t m a n R o a E, S u i(a ]0 0 Mo��.�� vie.. . c n e s o.u e s.a�o 0 CONSULTANT a`'��AR�h'i G�' P.R��i �t� ti,�. �c� ��C�2,e�a T* �6•30•15� �'��F�A�-��,� /II� ' �� \� „ �j �: ■� ��-.�t� �= :r,_--_ � •��:,,� !� —��.,,�.–..».... � �■,1:;�;■r�ii''.:=;: a�v�sa� Pao,�cT rro. 22.559 on� 12.13.13 ORAWN BY SCALE CHECKED BV PAD 1 & 2 COVER SHEET 5A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. CO�OR/MATERU�L I�YNOTES SHEET KEYNOTES O�rr t:�oeo�a�cur �uw�ns�oofr�a a�on�ar�►M+o ree ��aua��wN+o �- rn�oa+M �oo�owri s��a�s noof o+Exraeoae�►n+�+o O�wrt�t�+eEroo� �eesraucr. ANM�:OtMI�YWIIO �L/ll�ClR a70t�E V@�!�ET N CBY@Ii A,M'f6! TYP�OC70/ OPAMfi�t 1NF/R 4a tf0lE Vtia!atT M CB`B�R P{Mi�i �:aa.,�o �oar�o �FNaic�rN+ra ser aN Ku�+��r�. 0 w�w�ot�� r peTaow000�a�no�.a�esr�w rn�oen� ❑cmuerne.«�t�rw�oMOe� � � � � � � O O�� a�cu►�aw�.sr�ae�r� �QIIIID/1!D MTi�I YYOOD�Olq QIEXi8110R 8 D 71 1� a6 1p F1 C 13 16 B A 97 1 2 � 3 �0 12 �6 4 F1 ?Z 34 10 2'8 5 Y d T �� ` �►►nirio�t snwcr,� Owu�r��oo�ce�as7• �Caatr n.�sratsrsrer o►cnauoae��►n�+o ww�r at��w�ao reesrwcr.uoFrt a�ro�cn��wrm.aao�e ,� � � �� , , , � � , � , � , , ��. ��,�.,,�.Y.� T1fP��.,p „ �7�f,N.�00W.WR1, � rArt�R 9l1f OIAi' OP/la�IMf1E�LM --;Zd'-0' ( � 1 O WM�:01�l1 mNd110 �YR!'11A1�MM�lq MMALIli�M MI�B! I ( n�oenu ( I I I I rocna��a��usr�er�erurae � � � _ +2r-0� � � � � -- �-- ' +�r-0�' O�o�� a eanv�.G.�ekqo� •1P10' t1�=10' TM��a ��w�+rqwauss ------ --- ---- --- - - ------ ----- --------------- ----- --------- ------ ------- rNrr to;�►TNr � ww«ouar�rMO t6 wierasr sra�+e rn�,au a r�u�ae�rvemiw► � +1T-0r G�T�7�aa�.MC..dt eaav.�ctuie aMOOrM�rt - -- � '� . Me oeeow ■uacve��N a�sr�esrsrer. � � � -- ' ��'�.�� wrtt:�su�oow�r �1?-Or _ . . �1?-0' *1?� �7�oe�� '•�KV�tsETw�R/1fiBlM7aiL ----- ':. •' p3 • --- �Q�Ot�L��0�t00t/Mq . O R1 po0f t:'wp�aer�oNtar 17 �.�an�o�fr wrn�as ' Y P1 . �..•. �aun�r�wn� �u►� i � � 4 .-: i � � � i�.�`��; te ceew.cn�aerNrusreesYS� .' . N _ .. �IIDOF!'*LA7NL� � ' � MIAMPM�OBf11AL�FW�KC6�i/1/fT� . . t�OO�OM��+o�� 1Y Nr ooat�rrT i�o w►rcN�w�Ce�r vwtt �.� ��' O�.,� ��.�,�..�,��,�.� �R�� o � �� e.,+as,:�s,►.�o• wc�►„o�,r wo�+�r,�. �� o�� e.�t.��.,,,� o�.�.� r��ww�ow�s ��e �K��NO ow�ao�a 000a os� �eaci:�aoa�c�ooarwaM+oaso� �ooN�snaicru�� .,� o��.,��,� �� e�.�,�. o�„�,��,� EAST ELEVATION �� 3 SOUTH ELEVATION +� 1 �� ,�,., MerK wMrE Nw�a+o w�am rErK ��a�� aacaasror�vs�e�aw�a+,�o� ��.�....�.�. �� o�� „�„�„�.,� ��..��,��,��. ,�„��...�.�. o M.,�. e�K�,�,�„� o�,�,�a,�,�.�,�,� �� e�,��:�� 0�,�„��,�..��. ��K�o � a+ax�aec srster Oatt�aoq�oon��e�e tv�erw�Laila wil�li�a+w�wi�a�w�rw � � � e w�,��' � rxr�oa�amrw�oowoecK A B 13 15 C F1 10 �6 1Z ?Z D � 7 Q � 6 p� 10 26 �! 4 �6 1Z 3 ! 2 1 �t�x waaar.n�rwoa�anMU �u�of�oof�s�erao ew00oiTNl�CLiNtRl1K t�i0f1100fo1WMANDOVelIOwolWw rrwir.aYrwc a�eYOro�ao�.TTO u�w�oaouros�aw �vr��aow000■owa rw►�e�rsrs�r■ea� � � � � � � � � � e,�� 0�,�� , �,:�,� ±��- I I I _ .�� O�:� o,�„r.��.��,�a ,� � _ ,��.�,� � � � ��, I I I � � A1 � a �'-0r I t1�=10�' 31 ----1-�� f� 41 reawa�tK�ooFwaiw►�C� �1T-0r , -- - -- ------ � t1T-0' O rn�i�i�q�= D T�000�t rpt rvru� ( . .. � � , � O AtiMlIQ 1M�1! ��OIIIID No N7T��'/11�JO�R +12-0r • +1?�' ' +�� _ _ . ,�,�.,.�,�.� o� .' ' . ' 1� � ��M• ,6 t11AM1�A�l�lt P1 Y . ' i� � � �d �s w000 wwc��auDS�rl � � � �`■� M i1L�IIIMiE � • ' ` � ., �. ar�srx�c�auTS,N srar�a�s a� � . , .or� a MIA7�t NOIMMN RI171�f.�i!T A7A � �v�ooHrwcn wM wua�rMOVrai N�LSIf rMfli UONr rDf1U1��M�T I1�A 1� � m 1� a4 �i WEST ELEVATION +� 2 NORTH ELEVATION +� 4 MAI N STRE ET CUPERTINO STEVENS CREEK�FINCH CUPERTINO�CA ASA SUBMITTAL MAIN 8TREET CUPERflNO /40��tiEQJ1T�OR LLrC 203 REDNVi00D SHORE8 PKVV1(�Sl'E 200 REDNNOOD CtTY. G WOQ6 � aarr�T■ ■e��r�• � r��r��• �r�. s�� M�rl� w�l.... ■..�. �.1�• ��• r•.uu. v�•. . •• •��.��.�r�• � ��'�,. * ♦a��* � ��,,� _ �II� � �� . �/ � -!�� = � ___ ■� �-�:. ' �r� - '�■�• �'�'� � ��—""""""""�. .... � �:':r��i�:_; � �� w��orra �.� oia� �z�a.�a a��w�r �oKa /1iSF1aYY1� 0�01�/If ELEVATIONS PAD 1 5A2.0 o ,�,...�,�.....�...� . COL.OR/MATERIA�t�YNOTES SHEET KEYNOTES O�rr�:�oeo�oucur a au�n��a aExreroies�►na+o Pee ww�ir.ouw mwN+o ��- 1rPe aa+N �oo��oarts��s Aoof o+ocreeaee�►t�o O►�t tiu+eEr aawe ret srnicr. 1WK�Ol�il mYlAAlO �U1110E Q!T i701E V@�!t[ET N CB@fT rlM'19t C B A 1 2 3 4 5 �� O PAM k'WFf1!' 4�iT'0!�V�t�T N C�If�ii� P3 � � � � F1 � �D�� F��C�w�q s�ai Kt�� a � 7z � � �o r� �o a � n � � tz �o n � � aa a � ��ou�a� �r r�Taow000�anos.c�.�resr�w I �c�ernein,.w�ra�,A.�.owoa I I I ( I I O tiuKr��wu��n� � af�an�aia.ar�ae�� T1fl�0l110�� lOIIIID ND M77811MOOD�q OIEXiB110R �I171i10!�t�TIYlC�.rA/ilffi � I I I I I I I O MN�l,pp�padQQf• ��t�i'f�f�l�MO p7lXTl�M1M�.NiA a 0 MAM�:0l�1 mYMAlO �� +�6'� __ I I I - ----*Z6'-0"' � �r r.•KMCnwoa• 10 ��KUr+��r sr+o�e�orrt arsisr . O IWK1P.OUI�N�YYWIIIO I - --i--------f2s'-4 � � 7YP!0411� �� G.�70R1f WIqDON�WRH _�_f�'� __�� O rAN�Rk�lYDI�! �OPiI1�R1NFffEA.11 �� 0�� - -- - ---�� oenu � O M�t!�a�sCOr� 13 �In►�ta�r.cxr��it �iM�oo��v wer peo�t ort � "r T��a�� NJJI�t1UMrIMM�ANY1Rq1A/aLAM C/11�IOrY t12'�P --- -t12-0r _ i1��Q y��10c 9M1XTATMP � �wwur.ot�+�wwo 16 �sro��.o�it eo iv 7rx��woKOrtH�ii �, :: rn�o� �uacve�eaar w Pt�sr�eame� , � .; , wwr,,:,t�oow� a pa,.�.a.c,o w►T,ea, � � �- � � -� -r � �T��0 MtlGC V�!�t N Mf16t M7BrL ��01J�E OOt��► � i r� R� lqOF 1:'11pailYF�11! a-0" ; � .. a� �wur.�N«�,►te 17 �..�n,aM�oau�. r , T1f��IJ17E7iE �C6MMC7LElETNrlAS7etiY�iBL ��t�A�� 20 �0 �4 �4 ad ��w.�K ce�riwr� 1Y Nt cOOR.n�wr 7+o w►��o�wcea wr�ti O�.� ��.��,��►,�,�.,� TY�iMI�O/�10�W 1lTAL Mfd � ,r,w-,-o� �OK,AT�N�O�q/l�r� eif�Oli 1:i�AMrtaOr C-•�� LOG710t�12'1�i LlTi� INIi�OOIbf111�0 iiODE �A{.{Yil�l CLAD MMPET TY�i1�01i11s�t ef10E_•lp�M1AM�l►7� Q AIJ�M MD aAM I�d�lq PIe1Cf1 IIIIIA��A■I�.CNO W7�ALi OOOR aY=IBI 7YP!STOIE 11SS1 �I1LMrM�1 A!O aAM�0/q DOOR •Y�1�1 s� r�:co�o�s��'O� � sra w��«oN�stw�u�a� �r �Nec�cv��e sn�ucru�o�rrMOS�to oEr�as ern■cWrsro��ow�a�� ntwcr��wwc�q. EAST ELEVATION ��' 3 SOUTH ELEVATION +� 1 TM�� p,,,,,�, �K��m�K �".�'T�� .��.�,.� nre�aow�oR.�u a r�wi�orr �wrcr�sno��a►sraa �cera+r�unaee�N+MOM�oNr ww�v�nau►asr�no�a oKV.w+�rrEtKaur�ew000w�aR, �rnen�aow�ivar�LOw a�� r t e�K�,�,� o a.�,�,�a,�,�.��,� �� 4 3 2 � C B A Me wMU�wa �aeoar►rnr�ua+r wctuR�■acrwoK owa ererK�:�NOO�a� I � � F1 �I � Ft � � ps T�� IOIOOt�OOC/Y=I�NQ�1►�91ACA7El�lPlllt I I I I I I � rX AOCSe■�liYw�o0w0■a� �z �o a � �o as a a �o �o n � u �s e�rrwc�`� I I Me rne.u�■woiar.TMrNOa�►NO a usof�oof�s�e+�ow ( I I I I ( �w�000fr�rt�aawesurr uiaR�ooFO�r�wooweatAwaR�rw i i �Taaow�o�o�a�os Q�YO�o►oo�rro uoe�o�ot�oaowr � � � � � � w��aesYSterreeaw e�,.�,:�.� �.,�,r.�� MMA�ALTAV�TAKOIIL7Li I I l I -- - ��'-0� 7Y�'!C�d11�7L� �!•Or 011►70MY6!CLOCKlI�iI10E IlOUIiO aAL � f t I I F, �,:c�Mioo� � � �,� ��wwur.K�+�t �w�ouot�r woN r��oN.�oar�,owa �.—�y--- . rrPe000�w�oowr�tMs - - _ •20�-0r *20'-0" . A1 �ae i� �iwof�c�.sE osr�u tor�� rn�f��wC� 41 �aw�c+r.eoofweLw�as� O��► 'M"� ��.��,,.� ,��..a,w�.+o �'"� � •tt�' � +tz� �■oNOaor►rte��oKr O��+ae�rne ��a �� . r6 �w�w+�aow�s f� �� '�� '� 1 �� / \ � R wOOD�/IC��dllp N � a7Ll�IIIIE � p►� � � a� a t�ALlAL'pMJ11s,NSlal�Ml� Q�117�1l�MMNRA1l�.��fNA � � � � � ,. ,�.�.�.�� /1�LlY IMlfi LJ�f��DfR�.��NA NORTH ELEVATION �� 4 WEST ELEVATION +� 2 MAIN STREET CUPERTINO STEVENS CREEK�FINCH CUPERTINO,CA ASA SUBMITTAL MNN STREET CUPERT'INO �►,�.� 203 REDNVOOD 8FIOREB PKYVY�87'E 200 RED�Wi00D CITY.G WOQ6 R [tNA�TN ■��AI�Y�• � �AAT��A• INt. •�� M��\ M�1��• �1��. ��11• ��• r•.��i• •�•. . •• •��.��.�►�r o�iTI�IR ��v C7ZAA � ai0•1i�* t�'q��,�� II� �: �' � „ � /� •�_ � - ■� ..�;; , �r� _ E�,��. �.�� _��-�'"""_"""°l � ■�1'.: ��`i�_. �� .e� �. �Z».�a �� •� �s sFaw� O��M ELEVATIONS PAD 2 5A2. 1 o �,...��..,..�...� . o� � ` C � � O O O O O 7'-8" 19'-4" 19'-4" 7'_8" I I I I I 4,�" 19'�" , - 0 19'�" 7,,�N I I I � � � _ � `�d!`�� 1 � FLOOR PLAN-PAD 2 (1,583 SF) � ��s° � 2 .•�� O � b °� 'v ic � ^ M rv `� ao� - V ` `°� � , a - N �o�`� ` Y � � � O� �� SHEET KEYNOTES � EXTERIOR MT�.STUD FRAMED WAIL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STaREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING aSTOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4❑ LINE OF METAL CANOPY ABOVE 5❑ LINE OF CANVAS AWNING ABOVE 6a LINE OF WOOD TRELLIS ABOVE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING � LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 1 2 3 4 5 6 7 DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS 1 t i 1 � { � FOR EQUIPMENT LAYOUT � 14 1 HR FIRE RATED ASSEMBLY WALL Ta ROOF 4'-6" 6'-6" 19'-0" 19'-0" 6'-6" 4'-6" DECK 15 GAS METERS,SEE PLUMBING DWGS. � � 6" � 1'-0" ( 1'-0" � (6" � 16 ROOF ACCESS LADDER WITH HATCH ABOVE 4'-6" 6'-0" 18 " 1 -0" 6'-0" 4'-6" RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. �� SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. � � 18 OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH ( BLOCK AT LANDSCAPE AREAS I 19 FIRE SPRINKLER RISER 18 17 ---,..:--- --- — -------- — KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE 20 � �7 24 � �� 18 ;n Z� PREVENTION BUREAU REQUIREMENTS �` '�� I 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. ,• •�� ,� ` p� ��• •�� ,� � � 2p "NANAWALL"-SLIDING DOOR SYSTEM , ,� ,� . . . , r . . �� ,� �� •..r � 24 4 21 23 24 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM � ° STEEL TUBE COLUMN PER STRUCTURAL DWGS; 16( � 24 PAINT FINISH � � � 25 LINE OF WINDOW SILL ta ih _ _ _ _ _ _� 26 POTENTIAL DOORS FOR FUTURE TENANT � � � I 2 � 27 TRASH ENCLOSURE ,� � Z� � � � �, � I 1 �: °0 � 0 28 TRANSFORMER LOCATION WITH SCREENING � �; ( 11 j I � .� �i � , i ,i; � °° LEGEND ,-s ,.e ,I � � ( EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. � .L. ._._. _._._._._._._._.__._._._._._,_.___ _._, .J. �", co � SHEATHING OVER 6'MTL STUD FRAMING � (SEE STRUCT.DWGS FOR FRAMING SIZE �-J Z� � � � �, ' g AND SEE ELEVATIONS FOR FINISH) ( I �� • 103 • + �• � ABOVE � t0� �,,�'�^ � �' � INTERIOR WALL(NON-RATED) "i � • . . • • . • . . • I I; ' — .=—___==_—_• �_ •_—__• • ' 1 LAYER"NPE X"GYP.BD.EACH SIDE L __ J OVER 6"METAL STUD FRAMING,EXTEND TO �I t % `� I� � UNDERSIDE OF STRUCTURE � � � SHEAR WALL LI-- --- --------�-�-- -�--�-� ��-^�-~,'`"�'^� -'-- — SEE STRUCT.DWGS.FOR WALL g (4}--� CONSTRUCTION�ETAILS u � � INTERIOR WALL(1-HR RATED) '-0" . _5'-9"_.. �8'-3" _ _ ,f8.-3". __ 5'-9`_ -0" 1 LAYER"TYPE X"GYP.BD.EACH SIDE 6" 9" 9" 9" 9" 6" OVER 6'METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE L 60'-0" L 301 SCOH DULE DESIGNATION,SEE DOOR O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE FLOOR PLAN-PAD 1 (2,203 SF) � ��8° � 1 GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R 1 G U E 5 8 Y�R T N E R 5 1 N G. ��5 N o r t n w n 1 n m�n R o�a. 3 u I t e x 0 0 M o u n t�I n V 1�r , t A 6 5 0.e B 5.0 l 0 0 CONSULTANT `'�AR�'yi Vk?.'.•'P.a°°`p�'''•�� :� ��•� y'��i�2.8�8 T�.� *E�6•30•15�;* N�. Q .�••. 9'•.., ��F CA��F� �-��- � _ �II� � �� ! „ � /� •� -- �� ..�;; , �r� __ .�. -,-�r� 1 ��'""'-""".r- � ��' - ti...,..... � �—��i�� RewswN PaaecT No. 22,559 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY FLOOR PLANS PAD 1 & 2 5A3.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ROOF KEY NOTES 0 ��K�� Y� �� K TA.�C11�a�10 � N�A710N MD VAPOR ��!�a'iIYJC�uRl1L DRA1N�106 !�OfEX1ER10R a NO?lla� �� VYaD�SPLICE BFEATFrdO T.O�. . _ ; �� E PLY ROOFl10 iY�'fal ONBt1ETAL o�cwro . ��„� o �� n i , �rK ooPwc� �K ' i GPVYIWA7BtTKiFR LO,D� ,�p�,(�s -------~--- °-----------°-° � FAlRICAWlIN�qlETONMI�MFIWE � -- � �cin► ' 7� c�a��s v�sr�w fr,eH � i COI�i1MJOt� � METN.CLEAT � � /1Ll�ll�1 FiW�AYYI�llO NN f�J1f�rJW OPY .. ��.�.w... rM �.�.� .. . �,M.��w� p ..v �� „�.��,,,�,�.�. , u�.. . � . ,� � .�� 0 . _ , w. � , ' ,p ooarcE awn.rRMw+o wm�e�r rErK � _ sNOLrePLYR00f7r0 � �WF�qGw sYSTBI CV6t VAPOf� i PII�`J1sT il'ONE OOINCE dARRE�t QIE7CTBilOR i 11 BUILDING SECTION PAD 1 �� 4 �"'}°�0 ' � t2 �nwcr�e�e c�wv�s�w�+o � ; � �rK��v�ow�oa►��erK � 1�ETI1L FRAYh10 PBt 13 �yg� � T.Or. ' �0'� STAlJC71JRAL RJ1NS i 14 =IB AtAI�QOIiMOE S7RIC�llIIF� T.Qr. i a7Rl1Cf1�1AL ORA1NlIO�/MOOtTl1� � 15 OOPPB!01117�1 MD DOYYI�OIlr � _ te aea�awo�w ro an�a�r�svrroM af rw�u _ 17 �ooF oww Mo rrao.�oEr.�r►�i a swi � ! 1e �a.r�ca�rs�.e�wm� 1Y 1�TA�N1AMUIQ�PMM� __ a 1�'X�I'LOINe�MMNAIOATflCVQf� .� �>. . _ � � .�� NOT U�m BUILDING SECTION PAD 2 +� 5 ROOF EDGE DETAIL � 3 � ��Xx�� aa�a,oac o .�T��.�.�..�� 1 Z S 4 5 1 2 S 4 5 6 7 a rErK,��ua,�r.�oerK�wi � �oof�c� � � � � � � � �.��;,,�,�,��,.,.� � �0 4 u � � � � � *� I I I 1e n I s� � o�v«�r.ErK�ur.,o I I I I I � .� , , � � ° .�°°��,.��° , , � � , � 5 , , = T.�' T'�.. LEGEND �— � oero�a�ooF s�o�cnoN I "s�I I I�"`r ( �° °° ��' T.O�a T.O�n !�P FNAG I�OF T�OP IA�iT. TA� � � T.Or. �11�1� �� _J � �� 1 S'C�. TAD�. I I �{ � 1� � � � toa. FEAT PlJAiP UNT o- _ _ .r r _ _T__ —� __r _ ' 4 _ ON d'SL�B.8�I�CFL D'WOS n 18 � O— � � ( I ~1J'— I ( i i T.Qr TAI. I I I I I ( � MAI�'1�AR LAIMR.�E M�p�D�lV�iB I-0 � � � ;- I I t I � RYYL RAN 11M117�i LFJIDER�DCiFJ�D Q �� ;,y� SEYp�D lLDO.�/ld EDOE.OOM�.T TO �iORM sEWB!�CIV�DRAMYNdOQ � � � � � � x � � � I OD ONEARAW DRAlL � ( I � +d� D6i0�TES�EVATION PpNf ��, I � I I �,+ � _ _ T.O.W. TOP OF WALL ELEYA110N � _ T'�` T=�`. T.O.P. TOP OF PAftAP�T BL�1/AT10N `°f— I t I 1 TA.D. TOP CF D6CK 88VAT10N � - - _ - � � D�IO�T�RDOF iOPE ONBCTION � � � � s 4 � � +o � � .�.,� � oerorrr�exrr�rroF�T uP r+ooF T� T� I I I I I I I T.�. �-�.s`'°�,��°'r � i � i u 5 i � i ROOF PLAN-PAD 2 +� 2 ROOF PLAN-PAD 1 +�* 1 MAIN STREET CUPERTINO STEVENS CREEK(�FINCH CUPERTINO,CA ASA SUBMITTAL MNN 8TREET CI�ERTWO /I�OJ►TOR,11.0 Z03 RED'WOOD 8HORE8 PKWY.8TE 200 RED'VNOOD Cf1Y. CA alOQ6 � R��Y�TM •O�AI�Y�• • �AlTM�!• IN�. �� ■�r�� w�u�u ■��. •.ie• a�• r��• v��• . •• •��.��.�f�• �� *�C1�1� * � ��o-u� �qF�,�� /II� r..� . �/ ,�/ .' .� � •.. � - ;� .� ;, , �r�_ _ ��: _.-,� , ,=---�-�= � ��. . 1- ,...., � ■r■_r�ii:.::: �� wio�ana �26� ea� 1Zt�.1: M�IM �OMi a��r ROOF PLANS PAD 1 &2 5A4.0 �c �.�..��.�..��...Q . � : \ � ..�... ... 6��—�� .__.. .. 52'-0" � � tll PAD 1 (2,203 SF) � ��s° � 2 TABULATION: PAD 1 2,203 S.F. PAD 2 1,583 S.F. TOTAL 3,786 S.F. ,o � /,• 0 0 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D ft I G U E 5 8 V A R T N E F S 1 N C. ��5 N o r 1 n W n I e m�n N o a E. 5 u I t e I 0 0 M o u n t�I n V I�r . G A 6 5 0.9 B 5.0�0 0 CONSULTANT �as�A Rctii G`�?:�P•R��+,�-'.�'t� '`':.cZ' 'f�`':C� J��C12,818 T'°� *:�6•30•15 .* N9� �•`ti OF CA�l�� - /�� \� L�j . � --�- -�� ■� �:, , �r. . _ .��. -.-,+� � �,;-- -.�-�... � = - �-........ �;. .....�+��•,:: REV�SION PROJECT NO. LL.'J`Jy DATE 1 L.l3.l 3 oanwrr ev scn�e AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS 5A5.0 PAD2 (1,583 S F) � ��8� I 1 I I O 2��3 KENNETH RODRIGUES 6 PARTNERS,INC. � P� P1 � �T P1 P1 37 O1 O2 3 O3 40 12 35 4 F1 22 � . � ,r' � i i i i i i i i ------i-- „� --- --------------------- --- --- Y W ��- ��" ��s.'.�`�r �, - .�+�C� �`°;w�v x 't+�._�-�-:," � � OO 13 15 O 25 +26��_ �` � � ��J : `�' .a 'y� +2r-0- � Ri� �� ,.. t. .<w, . y,„��/" �4� @ '4� —'—'— 'Y� 3�$� �. �. ±17' '--�_y��[((!!y�ry�'�.��..�� ,"*��m� �.E'� "; +�.�#j�l��r� - . +12•�,�!1, ,��,��..�,�. '''V -a•t`��j , t. M f`R.��'°b� v« _ . i" _ :�� '; ��.::aP�. ! m00 m EAST ELEVATION I ��' I 3 ST -- *19':10' . ' �; r; � > S�� "� _s ��.� , i� ,y T' T°'6 t ��"R f�: , �. �'��`�`�qf. � � 4,. WEST ELEVATION I ��$' I 2 T oo3oP3 � ? ' . . � * ♦,a _��. 3T ��k�� ° �• �'`• � a'�*°'°\y��s1��?��_ -�_.__ b 'g w�� t '.*.+a �,�i�'°�` �_ ♦°4 4�� -�� _ � a.�s� � e 'r �.r !• � �3 � ��j.�& �� . � ,,r �',��' �' .s„ .s��'�"� .... •'�� .��-� 0 COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:'GEORGIA CLAY' �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD STRUCTURAL. TYPE:DE5181 COMPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER P2 PAINT 2:"SUNSET COVE' �STRUCT. MANUF:DUNN EDWARD TYPE:DEC708 3❑LARGE CUT STONE VENEER SET IN CEMENT PLASTER. P3 PAINT 3:'WHITE' MANUF:DUNN EDWARD a STONE VENEER SET IN CEMENT PLASTER. rr�:oEwseo P4 PAINT 4:'SHORTBREAD' a FABRIC AWNING SET ON ALUMINUM FRAME. MANUF:OUNN EDWARO TYPE:DE8134 �6"IPE T8G WOOD BOARDS.CIEAR STAIN p� P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD CEDAR TRELLIS,BRACKETS,TRiM BOARDS,R �3 O 9 O O TYPE DE6110 � FACtA BOAROS.STAINEO OR PAINTED P6 PAINT 6:'GOLDEN CREST a gpARO ANO BATTEN WOOD SIDING O/EXTERIOR SHEATHING MANUF:DUNN EDWARD PER STRUCT.,PAINTEO. TYPE:DE5353 CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER P7 PAINT 7:'ALPACA WOOI' �STRUCT.LIGHT SAN�TEXTURE,PAINTED.COLOR:SEE COLOR MANUF DUNN EDWARO SCHEDULE TYPE:OE6113 ❑CLEAR ANODIZED ALUMINUM STOREFRONT ` O PAINT 8:'DRY DUNE" �� SYSTEM WITH CLEAR GLAZING i � Pa MANUF:DUNN EDWARD � ' > TYPE:DE6114 �� FILMRESTORY WINDOWS WITH OP/WUE WHITE �-, ti 1 �' ' {.�O PAINT 9:'ENGUSH SCONE' a�� '"p� ' � MANUF:DUNN EDWARD -_—_ __.,__�., ,�'°'� 12 MTL.FRAMED AWNING WlALUMINl1M PANELS i� ,`_ �i ;�,*�'p TYPE:DE6108 ___________ �., '`'�`'"�'�•G�:: ❑2'EXTRUDED ALUMINUM REVEALS BY FRY . �.�r,. > P� PAINT 10:'YUCATAN' 13 ' � �a j MANUF:DUNN EDWARD REGLET OR EQUIVALENT.CLEAR ANODIZED. °��,��`.� TYPE'DE5269 �q ALUMINUM FRAMED AWNING W/GLASS CANOPY �6 +" �'� � PAINT 1t:'SUND0INN' ,r� �., „�y,. �y ��MANUF:DUNN EDWARD ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA CAST 'Y"�'1� �"�r;; TYPE:DE5268 tt_ y�'�v - 15 STONE,INC.,OR EQUIVALENT TEXTURE:SMOOTH FIMSH. �,��" R� ROOF 1:`MCKINIEY HEIGHTS' .;'� �+�'�� O MANUF:AMERICAN SLATE �� BRIG(VENEER SET IN PLASTER SY3TEM. ,;�`�,"„�1 TYPE:SLATE TILE a(RUNNING BOND PATTERN) I _ . �f � ROOF 2:'SLATE GREV' � BRICK VENEER SET IN PLASTER SYSTEM. �MANUF:PRESIpENTIAL SHAKE BY CEF2TAINTEEO ��pp�)BLE SOLD�ER COURSE) r TYPE:COMPOSITE SHINGLES T.�'x�'rd�'-r� �'�'".,.. �S�L.��aw �' H �,,��_..�t.�" R3 ROOF 5:"ZINGCOTE' 17 L.E.D.SPOTLIGHT FIXTURES MANUF:BARRIDGE TYPE:STANDING SEAM METAL PANEL �$ CERAMIC TILE SET IN PLASTER SYSTEM. T STONE 1:"EMBASSY BLEND" MANUF CORONADO STONE j9 MM DOOR.PAINT TO MATCH ADJACENT WALL TYPE.STONE VENEER � STONE 2:"PONOEROSA VARIEGATED" MANUF PENtNSULA BUILDING MATERIALS 2O GAS METERS TYPE:STONE VENEER (--- INDICATES BUILDING ADDRESS BRICKI:'OLD CHICAGO d PALOMINO BLEND` 21 �E� B� e__J IOCATION-1Y HIGH LETTERS MANUF CORONADO STONE TYPE:BRIpC VENEER a ALUMINUM CLAD PARAPET �MANU�F�VESNTURA CA T STONE• 23 ALUMINUM AND GLASS FOLOING FRENCH DOOR SYSTEM SOUTH ELEVATION ��e• 1 T'��TR�M,CORNICE.SILIdMEDALLIONS �PRECAST STONE:'DOESKIN" 24 ALUMINUM ANO GIASS SUDING DOOFt SYSTEM MANUF:VENTURA CAST STONE TYPE TRIM,CORNICE,Sill&MEDALLIONS 2� STEEL FRAMED SIGNAGE STRUCTURE;SEE �PRECAST STONE:'LtMESTONE' STRUCTURAL DRAWINGS AND DETAILS MANUF:VENTURA CAST STONE �RETRACTABLE FABRIC AVYNING. TYPE TRIM,CORNICE,SILL 8 MEDALLIONS P METAL PANEL:'BONE WHITE" MANUf:ALUCOBOND 27 METALFRAME AWNING W/PERFORATED METALPANE�S TYPE WALL PANEL �METAL PANEL:'ANODIZED CLEAR" 2S eRIC!(OR STONE VENEER EXPANSION JOINT MANUF:ALUCOBOND TVPE WALL PANEL a CEMENT PLASTER EXPANSION JOINT � P� Q w�000 s�iTM-eRicK�o� TYPE TR£�LIS,BRACKET,TRIM BRD d FACIA BRD �COPPER GUTTER AND DOWNSPOUT ] 3 9 O O 31 �RFLOW DRAiN TO DAYLIGHT AT BOTTOM OF �WOOD STA1N:'CLEAR STAIM MANUF:OLYMPIC TYPE:T3G WOOD BQAROS DECORATIVE UGHT FIXTURE.SEE ELEC7RICAl �CERAMiC TILE 1:'D£SERT SAND' 32 DRAWINGS T MANUF:ALTA VISTA BY DALTILE TYPE:CERAMIC TILE 33 KNOX BOX SVSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REWIREIu1ENTS ` F1 FRAME 1:CLEAR ANODIZEO MANUF:KAWNEER a B'X 8'ACCESSIBIUTY 1NINDOW DECAL . ,� „ +26'� TYPE:DOORIWINDOW fRAME � . ~ "� y -� ti` ��' � ' . A1 AWNING:'BU1CK" 35 LINE OF ROOF SLOPE BEYOND ` � �! "��#s�" M11NUF:SUNBRELLA °� y�•� �"""�` TYPE:FABRIC AWNING a LINE OF ROOF DRAlN3 AND OVERFLOW DRAINS � �,. � -yM'�� A��,B�K��, BEYOND,CONNECT TO UNDERGROUND STORM A� p � AZ WATER SYSTEM PER CIVIL s/� ��r��v .;"Sd .'"Y� O MANUF.3UNBRELLA � �*�h�-�,�, �� TYPE:FABRlC AWNMIG 37 PREFINISHED ALUMINUM CAP FLASHING _'_'_'_" � .Y � �,��°� O AWN�NCi:'WH�TE� _ �"� '��a.�' e �{; ( ..� F IE f � �5>_' � �I A� . �� µ� r4,�''1'�° ��^�-.�, . MANUF:SUtJBRELUI a(j.p�0 TOWER CIOCK SURFACE MOUNTED DU1L °��° ��; TYPE:fABRIC AWNING � �x" ��..��...��'� �" � i. v�'� ` -.-" �WROUGHT IRON MEDALLION.SEE DETAII 10/A7.7 ,.,,�� ` � 4O ROOF SCREEN,SEE DETAILS 10/A7.8 �� - _ �� 41 MECHANiCAL ROOF WELL W/SCREEN aw.. ' i �. , 42 POTENTIK DOORS fOR FUTURE TENANT L 43 BOARD AND BATTEN SCMF JOtNT NORTH ELEVATION I ��e" I 4 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 il R E N N E T N R O D R 1 G U L J 6 �A N 1 N c H S Y l: ��a wo�in wn�.am•n wo.a s.��e zoo M e u n I•�n V •r . G� 8 5�.8 E 5.0>J� CONSUITANT u..wu �aSFp'4..�'�,i V't�.��AACIq/��C� �� `"C12818`�� N�.,�8 30 13�;� ��., ` ��CA``F� Y.•.. ..� ��a�`�. f ..,�.,,y 1,� ,�: � ��_ �il��r, "e � '.�: aEV�s�a+ 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS rao.�cr rro. 22.559 onrE 11.15.2012 auwraer scue ASSHOWN CMECKm BY COLOR ELEVATIONS PAD 1 5C1 .0 O2013 KENNETH RODRKKIES i PARTNER&.9�IC. COLORIMATERIAL KEYNOTES SHEET KEYNOTES P� PA�NT�:"GEORGIA CLAY' �SLATE TILE ROOFING OlEXTERIOR SHEATHING PER MANUF:OUNN EDWARD STRUCTURAL. TM�'�5181 ❑C�iPOSITE SHINGLES ROOF O/EXTERIOR SHEATHING PER OP2 PA1NT 2:"SUNSET COVE' 2 STRUCT. MANUF:DUNN EDWARD TYPE:DEC708 a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. O O O O O O O O P3 PAINT 3:"WHITE' �MANUF:DUNN EDWARD a STONF VENEFR SET IN CEMFNT Pl ASTFR. P3 P1 P1 �T P1 P1 F1 �T Tr�:�ewsao 25 12 35 10 22 40 3 22 21 12 10 25 35 $ P4 PMANUF:DUNN EDWARD a F�RIC AWNING SET ON ALUMINUM FRAME. TYPE.DE6�34 �8'IPE T8G WOOD 80ARDS.CLEAR STAIN P5 PAINT 5:"WARM HEARTH' MANUF:DUNN EDWARD CEDAR TRELLIS,BRACKETS,TRIM BOARDS,8 I TYPE:DE6110 � FACIA BOARDS.STAINED OR PAINTED OPAINT 6:'GOLDEN CREST' ❑BOARD AND BATTEN WO00 SIDING O/EXTERIOR SHEATHING MANUF:OUNN EDWARD 8 PER STRUCT.,PAINTED. TYPE:DE5353 � ±*s'-Q". _ " � x ', ` 4 . t _ __� �26'-O� �CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER � PAINT 7:'ALPACA WOOL' 9 STRUCT.LIGHT SAND TEXTURE,PA�NTED.COLOR:SEE COLOR � � i I , .;... P7 MANUF:DUNN EDWARO SCNEDULE �� ' " � �,�� . {. -- -------— +��, !" p: � �.�` TYPE:DE6113 CLEAR ANODIZED ALUMINUM STOREFRONT ; P ''�p,.;,� .%� . , �,: ,� :i � ,_,d .. , +2O�-Q' �..''ii� i i ��I �� , !i >}�.� PH PAINT 8:'DRY DUNE' �� SYSTEM WITH CLEAR GLAZING ,: ' ' ' - . _. '— '"• c�: - ' �e MANUF:DUNN EDWARD �, y., e .�•', r • , ___, '� ,{ r a` CIERESTORY WINDOWS WITH OPAQUE WHITE � ., ��.,.1 ,.:, , ,�. � �. - --- --- - - - — -- 1--� -- ° t� �: TYPE:DE61 t4 «. „,�;. - , .-. .':�- ^ 4 '` - .�^` ��. �� __ ❑Fiu� ,�`:°3 �+� ' ;.. - , . . ; � _, �,. ?a,y. � - ' --- — � . ' iiF a �`. r"'G�"• � PAINT J'ENGUSH SCONE' „°� � � k ,a� ` . .:� . , �. �,, . . �- .. , . ::. .. , : � _ ; �� _ � .. '.�w�. ��"� .,�;.� y .M k�c��^;, � � ! �—�-* .��.. . i� a��1�°�"�< O MANUF:DUNN EDWARD 1Z MTL.FRAMED AWN�NG WlALUMINUM PANELS � �, �,_,. ._- ,� ,� . < , , ,� � -�- � �-� . ��,_,, , , „,• ,. __--�--- , . �' -P� � .,.�, r �IY ,�� . , rn�oeeioa �:,,.+� -b` ' � �2��' �.' _ "�j 2.��, �� --- -��--+ ��` ' �, ' 9 s�-'--- , PA�NT 10:'YUCATAN" 13 2'EXTRUDED ALUMINUM REVEALS BY FRY i�.r � • . ` -�y'` � > '�"" ` t. ;u�� ' `"s � REGLET OR EQUIVALENT.CLEAR ANODIZED. � .� �y� i , �: ,� <; ,*��,, „�. ��;.'� � . OWARD °•i,•':� , � : 4 ! � :� .v�', ti k :,-, .� �' ,,�;,.._,��:..,�,,;;.:e:,...,,,,:,._..�..:.... ........._.......,.. I___ ii �°�� ,t��+�;. TYPE DE5269 E ALUMINUM FRAMED AWNING W!GIASS CANOPY - -.. _.. ,; . . .,. ,�«- �,�• --^- 1,� � 0.,.li�.r , �4 \1 ;� . F !� :_-. l + �_ a' ;;;;--..— ' ;M _ _ �� — — �-: ,.� �"Y �MANUF:'DUNN EDINARO PRECAST STONE TRtM,SILL 3 MEDALLIONS BY VENTURA CAST }' � , �'� � � 6 u'i = i f . � ��A �`:"R f�.'� TYPE:DE5268 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINfSH. _ �. , -_ ;s '�� ' a;'� ��ii ROOF1:'MCNINLEYHEIGHT$" • , . � � `x r, ;' � •, t,� . +. t ---- _ �.� �' a � .T ' .. . � a., , .p,' R1 MANUF:AMERICAN SLATE �' BRICK VENEER SET IN PLASTER SYSTEM. - �!t' �"'.l`i,.�'` . ,.C�.::twiw.�.-.�'a�.i.,H' ' s,,i#`wa,„,,; TYPE:SLATE TIIE �(RUNNING BOND PATTERN) � � O ROOF 2:'SLATE GREY' 6. BRICK VENEER SET IN PLASTER SYSTEM. 2O � 34 Z4 � MANUF:PftES1DENTUI SHAKE BY CERTAINTEED ��ppUg�E SOLDIER COURSE) TYPE:COMPOSITE SHINGLES R3 ROpF 5:ZINGCOTE' 17 L.E.O.SPOTLIGHT FIXTURES MANUF:BARRIDGE TYPE:STANDING SEAM METAL PANEL �$ CERAMIC TItE SET IN PLASTER SYSTEM. ,E�T�i STONE 1'EMBASSY BLEND" �'J MANUF:CORONADO STONE �J HM DOOR.PAINT TO MATCH ADJACENT W/1LL TYPE:STONE VENEER �STONE 2"PONDEROSA VARIEGATED" ��METERS ��` MANUF:PENINSULA BUILDING MATERIALS TYPE STONE VENEER 21 �qpp—�S� IN�ICATES BUILDING ADDRESS B� BRICK7'OLD CHICAGO 8 PALOMINO BLEND' � L--J LOCATION-12'HIGH LETTERS MANUF:CORONADO STONE TYPE:BRICK VENEER 22 ALUMINUM CLAD PARAPET �MANC�UAF'.SVENTURA'CASTASTONE. 23 /1LUMINUM AND GIASS FO�D�NG FRENCH DOOR SVSTEM EAST ELEVATION �/$" 3 SOUTH ELEVATION �/8" � TYPE:TR�M,CORNICE,SILLd MEDALLIONS �PRECAST STONE:'DOESKIN' 24 ALUMINUM AND GLASS SLIDING OOOR SYSTEM MANUF:VENTURA CAST STONE TVPE TRIM,CORNICE,SILL d MEDALUONS 25 STEEL FRAMED SlGNAGE STRUCTURE;SEE �PRECAST STONE:'LIMESTONE' STRUCTURAL DRAWINGS AND DETAtL3 MANUF:VENTURA CAST STONE 26 RETRACTABLE FABRIC AWNING. TYPE TRIM,CORNICE,SILL 3 MEDALLIONS P METAL PANQ:'BONE WHfTE' M�V�:��p Z7 METAL FRAME AUVNING W/PERFORATED METAL PANELS OO OO OO OO O O O O ��'W�'PAIVEL 28 gRFCK OR STONE VENEER EXPANSION JOINT �METAL PANEL:'ANODIZEO CLEAR' P1 Pt F1 �T �T F1 �1 Pt P3 TYPE:WALL�EOLD � 29 CEMENT PLASTER EXPANSION JOIM 12 40 22 24 10 35 3 3 40 10 22 35 12 y5 ��UFSTONNM.'BRiCKRED� TYPE:TRELLIS.BRACKET,TRIM BRD 6 FIICIA BRD �COPPER GUTTER ANO OOWNSPOUT �WO00 STAIN:'CLEAR STAIM a�RFIOW DRAIN TO DAYLIGHT AT BOTTOM OF NuwuF:o�rMQ�c 31 wnu TYPE:TdG WO00 BOARDS 32 DECORATNE LIGHT FIXTURE.SEE ELECTRIC/1l A CERAMIC TILE 1:'DESERT SAND" DRAW�NGS * T MANUF:ALTA VISTA BY DALTILE � { .,'°�• ;� " � � �� TYPE:CERAMIC TILE 33 PRE ENTION BUREAUEREQUIREM NTS PER FIRE •1�s.: w? .+ "� • '- ' ' � ��+ FRAME 1:CLEAR ANOD�ZED +�•.'.°'.. I a` �23.Q. i � ,, t� ,` > Fl M/WUF:KAWNEER �G X 6'ACCESSIBILITY WINDOW DECAL �,�; 4 .,,» ` °�° rv�:000RNnNOOw FwueE � --�------- -- � � =P y .- � '..�'' ��f "�► AWNiNG:'BLACK" UNE OF ROOF SIOPE BEYOND ,� . . _, +20'-0" ` �," ;2�'-0'k J �. � A., •,;�. Al " -------- A ,: �r� . MANUF:SUNBRELLA -'=-' ------ ------------- '�"�,j�„ `- , -- - ------ _ _ --- ------ ------------ - ° �� -- _ :S� 4 35 ---, ;� � �a�, -.�� . " �� o'�. � • � TYPE:FABRtC AWNING LINE OF ROOf DRAlNS AND OVERFLOW DRAINS ''F`.�9 '.. ' �.� � � . RGROUNO STORM ^,��X"> ,� p�;,; �.� ,:. � _ . WHITE ATER SYSTEM PER CIVIL ,.,.. . . ° �, ,,,,,.' �. � "�"'� � ,a�i+' BEYOND,CONNECT TO UNDE �_ ti +.3r�' a^t, '"_,d i { `+"; 6��w."�"k� �►• O AWNING''BLACKAND W . ' � ' ,!i��px�. , � , ,r� �a� 1G: r 'S* `+.�� - � . MANUF:SUNBREIIA 4 . � • �. <.' � � `K +°v� -�, � w S � �, ` ' a:` � --_---.----.------------- ---.___.._ _.. -----—------ '—`T ' ,�;a-��. ' �y��'�'" ?�rA'�k ' 2y�dr�'„6°� TVPE FABRIC AWNING REFINISHED ALUMINUM CAP fU3HING ,2", ��"'� ,J` T '�"�.4 r: � � _ �'—Ril�--- .�-•�j` �. & � AWNING:'W111TE" 37 P P"��'� rq`,.�� i ;� }��,�� 4" �+� _ � �k�?" .�,y,�"t� "P�• �6'-0'0 TOWER CLOCK SURFACE MOUNTED DIAL a,�:. ` , ... '. _�.. ._ `i: �,� >.. �gj, ,4. �"' � '- � O IYPE:FABRIC A�WNING °4�' ��+i,'�.a:',(� . .. T � .- -----4_.. . .__._.:.. ..�._.. .._� .. . .-.. . ..- .............. :---�--^—.- �a�.:.�y`r. • , . : • :, . � �t 1 i "t� °~ --� ' - i 39 WROU(3h1T IRON MEDALLION.SEE DETAIL 10fA7.7 � — ' � � � " T � i � �� T � t a '';�`,i�� 40 ROOF SCREEN,SEE DETNLS 10lA7.8 --, _. .- , __:_. � ,,. . , '�-f p�. ,.,� ��•.� �.;•� r ��„ � .�v�r • . �i`'..T.,,�. .'�',` .e.'�'� �r ?�� A'.� .A!'1°'�:� . . , , , ,� . . __,. 41 MECHANICAL ROOF WELL W/SCREEN 34 1J ZO 1J 33 4Z POTENTIAL DOOR3 FOR FUTURE TENAMT 43 soaao nrrro snrrEN sca�raNr NORTH ELEVATION ��8' 4 WEST ELEVATION ��° 2 MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E�M F D U R 1 O U L 5 e F�A i n_h, .„ ��5 n o r 1 n W n�s rti�n R o�a 3 u�t• 7 0 0 ro.�i.�� v... . e a e s o u e e a�e n CONSUIt/WT 5�A?Cyi cS�''��C�''''�''F �:�j' -�`'�� :�'� C12,818`�: W '-N'.�6 30 13�;� 9�' � c�°F�� w�.. °\: �"*i li` "''±n,,.. 9 f� i • �i ra��°"'�' ---��www��1 -��i i�s` REV1310N 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAI SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS a�crrw. 22.559 onTe 11.15.2012 au�^^+e,' sc�,�E qS SHOWN q�EC�o er COLOR ELEVATIONS PAD 2 5C1 . 1 O2013 KEMIETM RODRKiUE3 t PARTt�RS.INC. � i . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA RETAIL / OFFICE FLEX BUILDINGS 1 & 2 ■ V I C I N I T Y M A P ■ ■ P R 0 J B C T T B A Y ■ ■ S H B B T I N D B g ■ • DBFBRRBD SUBYITTdLS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABIE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPAR,4TE MASTER SIGN PROGRAM 0 W N E R/D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGATOR. LLC. 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H 1 T E C T KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 HOTEL ARCHITECT DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V 1 L E N G 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANOSCA�E ARCHITECT THE GUZURDO PARTNERSHIP, INC. 181 Greenwich SVeet San Francisco,CA. 94111 P A R K I N O G A R A 0 E E N C I N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 6/�Q,Q COVER SHEET Phone 650.344.1500 x 117 Fax 650.344.0652 6A2.0 ELEVATIONS RETAIUOFFICE FLEX 1 Contact Kevin Dare �,� ELEVATIONS RETAIUOFFICE FLEX 2 Nandy Kumar Karen Ngo dA3.0 FIRST FLOOR PLAN RETAIL FLEX 1 �,� SECOND FLOOR PLAN OFFICE FLEX 1 Phone 650.965.0700 QA3.2 FIRST FLOOR PLAN RETAIL FLEX 2 Fax 650.960.0707 QA3.3 SECOND FLOOR PLAN OFFICE FLEX 2 Contact Kenneth Rodrigues,FAIA 6A4.0 ROOF PLAN AND BUILDING SECTION RETAIL/OFFICE FLEX 1 Kevin Jones �µ� ROOF PLAN AND BUUILDING SECTION RETAIIJOFFICE FLEX 2 �,Q FLOOR AREA CALCULATIONS RETAIUOFFICE FLEX 1 8 2 Phone 949.272.0200 Fax 949.272.0201 6C1.0 COLOR ELEVATIONS RETAIUOFFICE FLEX 1 Contact Henry Wong 6C1.1 COLOR ELEVATIONS RETAIUOFFICE FLEX 2 Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • PLIHNING PBRYI � FILB N0 . • APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&O1),ARCHITECTURAL AND SITE APPROVAL(ASA-200&08),TREE MASTER USE PERMIT (TR-2008-OS)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2071-24) • SCOPB OF 1fORg 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIUOFFICE SHELL BUILDINGS TOTALING 39,170 S.F. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 3 8 P A R T N E R 5 I N C. 1�S N o r 1� W�I�m a n R o�0. 5 u i 1 a �0 0 uo��.i� vie. . c n e s o c e s.o�o 0 CONSULTANT �S�D ARCyi tiV�P RO��T�n *�C12,s19 T* �6�30�15� N��o�CA��•3 � �II� j�/i `! „ .!� ��` :� �� '�,; 1 �r, --� _��-�___._.... � !�� • �-......�� :: ■�!��I■':...�. r�wsiorr aao.�cr ra. 22.559 oA� 12.13.13 DRAWN BY SCALE � CHECKED BY RETAIL/OFFICE FLEX 1 & 2 COVER SHEET 6A0.0 O2073 KENNE7H RODRICUES 8 PARTNERS,INC. • � �� :� o :_. - • . . �1�� . . .. .. .- .. �= _-______-__� -�_- � . . --�=='=='�'==_J �__;=�==I o 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 �m o m o p . e ■ ■' .. . � � � ��■� 0 � . .. . ■ • � ■c: :c■ ' 1: :1 0 .• .- � , . , .. .�_. ....� .::I,:: ��ill�ll��ll��• ■�11�� . .- : . .- 1��i[_��-��,:.�::� .'�,�■�1■�� — ��E, � 0 " " ■ '. ■■■' —- — — — _, II■�II�■Y::Y��II��III_.. - � i��i - i i�i i uiil : :: � I I �,� _:=: •.. . .- � , ..., . � �::::: -—- ■�■�■ _ iii �� , ,-,.----._ � _ _. . � � -- --- _ -- _ � . _ '�:II�II�I',"II�II�II_�:�: �� r�r ■��■■ � r r�r ��a,yig�z� ,t:. 0 ' -. .- . _ -.■■ rE� n rs^�€v^ €a�»�er,m�: ----w n��.� e�e.eas�'.xi ' • . . _ ..: _- _ --- � � ----.-. === === ==== === -_ :�.�..:_-==1====��I= I=___i- I- II=- I= :�-�iiii: -ill: :III: :111- :III: :III: :Ili- :i� . , . - -- -- --- --- - - - =`� . . --- -- . ----•.. _ /1: --- ::��►�... ► �� ►� � � /� • . ------� . . _ � .. - • .':. .� . . • . -• • � • m -.. .-� . . . . �� 1 .- - �� • � � � � m . . � . � � . . . :.�-. . m • :.•-. •� . . .- •. � O�m m 4 m 4�00 4 m m O DO � m 4 m O . -.. .- : . . m � � � � � m - . � �� t� �� _ �ia ,�� . � ��'�� ■ m • .. .. . . ! —= — , �. � ■: I I� I�I -� - m '�• • •'� � � � ■ .. - .. . . i � " � . . . . � ■ m _�■ •'„ ■. � � �• '��' I '''\( .��.�� •,w I . !��'��.�.� •�ZI,I'R��t��•:8a - - - ■ . �'�n,�. .�'�. ,�� . i�r� `�•"��ti'�"��~-"i�i-��"'�%��+�+'`''�• - � �� • • � •- • � •�' • ��'�.�1��1'��r��+�►•�i'.tr�•+�1i�.�r��►'�n �� m -. . .. ,.!.'�.-!��:.-!��:�-!►'�.-!��t 4 ��■ ,~,�1;•��,,��,;>��,��f�•�T,1�1;•��,•,11�� ■�� m . - i.�.1 ''1 �v�� • ..��►��.�'1'.�' Y G � �1�'iY�� I�+�'�! �!'� m ...- �. , � �� ■■�� m " .. .• � -. - � =� �:��i�so _�i��!��.�ana,�n� e�� i�� ii� m . :-. .. .. . , . -- — --- ---_ --_- --- - ��,,� ►..I.� ��I.��.,��■ ��i�� ,I.��. �� aa■�� ■i� �� c� �:i , �� ------—-- �-v ---_—_ _—-- •-• • . -- . ��------- p�1 — -- .� �. ��.. �■�w�� ■�i��.,�.. 4� �� _�■ � �� i��■� �� . � - ---_ -- -- - I, � _ ---- —- —-- ' - � r� �1 _1 1��---- --��-�_�� ---� -_-�_ � .. ---- ��-- ,.., m • '�• : �•.... �;� �;� �;�!'�■�� ;�►an �■�� ■ �� a�� ►= . / . �� i�■��- - �.�1 �� • �� , ��■�� • �■�� m - � ,��.� �.I�. �./.�.�.. �I��.:. m . .- . . . m m � m � : ., . • • -�� m . .-. ...- . � . � � . . m . �0 O � O m O m m� 4 O��4 m m 4� � � O � � � m � � � �m� � � m : , �■� ■N� ,M : , . , ; ; : : : ; : , ■��■��i�■ : . ��.�� ■►��.��■ .:-----..:-- . �.:�-._,.;------..:---.. �.�....,... �..� -. ��-- ��-.��i��+.�:r�-��:i1 �.I1�.� .I1�•� . . ., . . . 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I�� -� ��.�■.� r�r_��.� ,��:�-� �! � ' __ �,I�-�•� i��/ I �'�� ' � ��1 -- - - i�t/' ��i �: ��r�r��_ ��!_.:�;� �ti� ►..: '�� w ��■s /`i �■��■� �i��i�� f►��, -�I� - ;�� - -- y_�; ��w�� _�� ,; -_ �■■r�s ��_�1��_� ��w�.�1�==� ��r A :�� ' �� ar�� r� � � m m m . . . ._ m m •- � � �� • �� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E S 8 V A R T N E R 3 I N C. ��S N o r t� W��m�n R o a E, S u i I a 2 0 0 M o u n t�I n V 1 e r . L� !5 0.Y E S.0 7 0 0 CONSULTANT � �'c"�ED A�+y"b�s ��P R��i TF�� *�"C12,818 T*i �6•30�15� � �N� �� 9��F CA�t�� KEYMAP N 0 I o a REVISION PROJECTNO. 22.�J�J9 DATE 12.13.13 ow�wNev �E AS SHOWN cHecKeo er ELEVATIONS RETAIUOFFICE FLEX 1 6A2.0 O2013 KENNETN RODRIGUES 8 PARTNERS,INC. UN GAF LC SHEET KEYNOTES GARAGE �CEMENT PLASTER SYSTEM O/EXTERIOR SHFATHING PER SEE GARAGE STRUCT.DRAWINGS. LIGHT SAND TEXTURE,PAINTED. RETAIL/OFFICE FLEX 1 PLANS RETAIL/OFFICE FLEX 2 CLEAR ANODIZED ALUMINUM STOREFRONT GARAGE ENTRY SIGN Z SYSTEM WITH CLEAR GLAZING O O O 00 O O O O O 04 O O O O O ''O O O �2"�RUDED ALUMINUM REV�,LS BY FRY REGLET OR EQUIVALENT I I I ( ( I ( I I I�= I I �ALASKAN YELLOW CEDAR TRELLIS;STAINED.SEE SHEET A8.4 I I I I I I I I I I I I I 1 I �;� I � I I �ALUMINUM FRAMED AWNING WI GLASS CANOPY Q �� t � Q PRECAST STONE CORNICE BY VENTURA CAST STONE,INC.,OR _ _ __ ___ _ � EQUIVALENT.TEXTURE:SMOOTH FINISH. � STANDING SEAM METAL PANEL ROOFING O/EXTERIOR I �SHEATHING PER STRUCT.BY BERRIDGE OR EQUIVALENT. � � ❑S CEMENT PLASTER EXPANSION JOINT � � �� 9 OVERFLOW DRAIN CONCEALED IN WALL- DAYLIGHT AT BOTTOM OF WALL n n n n n 1 O ROOF DRAIN CONCEALED IN WALL;CONNECT TO STORM SEWER SYSTEM OVERALL SOUTH ELEVATION ��32�� IPEBOARDSIDINGWITHCLEARSEALER n n _ ,z IPE BOARDS,SPACED TO FORM SUNSHADE 13 LINE OF ROOF SLOPE BEYOND GARAGE STRUCTURE;SEE GARAGE PLANS AND 43�-5" 14 ELEVATIONS �5 CLEAR ANODIZED ALUMINUM FINS-2"X 12"X 4'O.C. HORIZONTAL CORRUGATED METAL SIDING 3T-5" 16 ROOF SCREEN �] MILK WHITE SPANDREL GLASS _____._.___._______.31�-8" �$ ALUMINUM ROLL-UP DOOR SYSTEM 29'-8" �J 8'X 6'ACCESSIBILITY WINDOW DECA� ; 2'-0"HIGH CANTILEVERED METAL CANOPY WITH 20 POWDER-COAT FINISH ' 22'-8" ) SECOND FLOOR(OFFICE FLEX 2) 2� STONE VENEER SET IN CEMENT PLASTER. C - 22 CIEAR ANODIZED ALUMINUM 8 GLASS RO��-UP 16�-0" DOOR SYSTEM -------------------- - 23 CLEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH ADJACENT ALUMINUM ____________.______12'_O" 24 GARAGEENTRYSIGNAGE-DEFERREDSUBMITTAL 25 LINE OF ROOF BEHIND PAR,4PET 26 FUTURE SIGNAGE 27 PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE �-�. GARAGE WALL,WITH ACCENT LIGHTING -------------------- 28 BLADE AWNING 29 PRECAST STONE SILL 3� FIXED ROLL-UP DOOR SOUTH ELEVATION 'I/$" 2 30 GASMETERLOCATION 32 EN�TRYSIGN GARAGE A2 15 2a C2 18 1 2 D2 8 16 13 E2 � I � � � I � � � � 44'-4" , 38'-10"_42-4"-----�.� `�._._.�L_ W Z J _ U Q � - �� .... 7.1 I 14 � I � ■� � � � �■ �� ! � � : T ��i�l � : 1�i�■ ��-. Il�f: �� , � .�� .. �� .� � .�� a;s� -■,- �� 1� �,111..■■■�.■�1' - -- � __43'-5" � 40'-0" 40'-0" _—_3r_5• 38'_9"__f f � 31'-8" ---29�-8" I � 22�'$� 22�-8� '_ { 2ND FL. 2ND FL. � � ,2�-�- ,2�-0• �—i � � �,�. SOUTH ELEVATION (CONTINUED) ��$' 4 ____� i�� • LINE OF GARAGE WALL I 1 " " �� i----------i �� ; 30 � . � L__________J � EAST ELEVATION ��$° 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T M R 0 D R I G U E 3 8 P A R T N E R S I N G. I�5 N o r I� W�i�m a n R o�d, 5 u i I• 2 0 0 uo��.�� v�a. . c� e s o e e s o�o a CONSULTANT �s�°AR�y� ti,V�,tP,R��,��C'� � *"'C12,916 T* N�6�30�15�� 9��F CALLF�~ �II� ��i. � „ �/ '�� j `-•I �`�(\`--- :i ��`��_� wr Mrw��i ,� ■i, ��1�:.�..' .. — - r�wsiorr PROJECTNO. 22,�J�J9 on� 12.13.13 DRAWNBV SCALE AS SHOWN CHECKEDBY ELEVATIONS RETAIUOFFICE FLEX 2 6A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. C SHEET KEYNOTES � EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING � STOREFRONT ENTRY DOOR WITH CLEAR GLAZING aLINE OF SECOND FLOOR ABOVE aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWtNGS aSANITARY SEWER LINE,SEE CIVIL 8 PLUMBING DRAWINGS � GREASE WASTE LINE,SEE CIVIL&PLUMBING DWGS � ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 10 GAS METERS,SEE PLUMBING DWGS. �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 12 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS �3 TRELLIS ABOVE 14 FIRE SPRINKLER MAIN RISER 15 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. �� CONCRETE FILL OVER METAL DECKING;SEE STRUCTURAL DRAWINGS 18 ROOF ACCESS HATCH AND LADDER 19 MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER TO BE DETERMINED BY TENANT IMPROVEMENTS 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL 2� FOR GARAGE PLAN-SEE GARAGE DRAWINGS 22 TACTIIE EXIT SIGN"EXIT",PER CBC 1011.3 AND 1117.B.5.1 23 TACTILE EXIT SIGN"EXIT STAIR DOWN",PER CBC 1011.3 AND 1117.B.5.1 24 TACTILE EXIT SIGN"TO EXIT",PER CBC 1011.3 AND 1117.6.5.1 ��ro_n� LEGEND EXTERIOR WALL(NON-RATED) EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING � EXTERIOR WALL(1-HR RATED) EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING W/1 LAYER TYPE"X"GYP.BOARD ON INTERIOR FACE. � EXTERIOR WALL(2-HR RATED)-UL DES U415-C SHAFT WALL CONSTRUCTION W/2�AYERS 5/8" TYPE"X"GYP.BOARD ON INTERIOR FACE&1" GYP.SHAFT LINER W/MOLD-RESISTANT FACE, ON 6"C-H METAL STUDS. INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE. � INTERIOR WALL(1 HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER S"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE ABOVE RWL RAIN WATER LEADER OD OVERFLOW DRAIN �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE 12'-0 DENOTES HEIGHT OF SOFFIT GENERALNOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. SEE STRUCT'L DWGS FOR FRAMING AND SEE ELEVATIONS FOR FINISH 3. BUILDING ACCESSIBILITY FOR RETAIUFLEX 1 8 2 IS PROVIDED BY ELEVATOR IN GARAGE PEDESTRIAN WALKWAY,IN COMPLIANCE WITH CBC 11036. SEE GARAGE PLANS FOR ELEVATOR DETAILS. ELEVATORS ARE WITHIN 200 FT.OF TRAVEL TO STAIRS (CBC 11036.2) MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E S 8 P�R l N E R 3 1 N C. •�5 N o r 1 n W n I s m�n R o e E. S u I 1 e 3 0 0 M o u n 1 a 1 n V 1�w . C� 6 S 0.9!5.0 7 0 0 CONSULTANT SED ARC�,i �'-'RoaQ,' � G:'P• �+��t� '�,;,�j• i�:C��1 "�'�c�2,e�s�,�. *E�6•30•15 * Ni ��Q J.•., �., 9'••., �OF CA��F� _- �II� � �� „ 1 �� - - �� ,, 1 �� -- ��_�: •-��r 1 � ---�--�' � �_��^. . � ....., ,L.: •�—�•��.:: REVISION PROJECT NO. 22,�j�j9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY FIRST FLOOR PLAN RETAIL FLEX 1 6A3.0 FIRST FLOOR PLAN - RETAIL FLEX 1 (5,176 SF BUILDING AREA; 6,334 SF CBC GROSS AREA) ��s� � I p 2013KENNETHRODRIGUESBPARTNERS,INC. SHEET KEYNOTES � EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3� STOREFRONT ENTRY DOOR WITH CLEAR GIAZING � LINE OF SECOND FLOOR ABOVE aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � SANITARY SEWER LINE,SEE CIVIL 8 PLUMBING DRAWINGS � GREASE WASTE LINE,SEE CIVIL 8�PLUMBING DWGS aELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 10 GAS METERS,SEE PLUMBING DWGS. S � u RAINWATER�EADER,EXTEND TO 5'BEYOND BLDG. 2� FOR GARAGE PLAN-SEE GARAGE �� SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. DRAWINGS OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 22 TACTILE EXIT SIGN"EXIT",PER �z COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT CBC 1011,3 AND 1117.6.5.1 LANDSCAPE AREAS TACTILE EXIT SIGN"EXIT STAIR 23 DOWN",PER CBC 1011.3 AND �3 TRELLIS ABOVE 1117.B.5.1 14 FIRE SPRINKLER MAIN RISER 24 TACTILE EXIT SIGN"TO EXIT",PER KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE CBC 1011.3 AND 1117.B.5.1 15 pREVENTION BUREAU REQUIREMENTS �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. �� CONCRETE FILL OVER METAL DECKING;SEE STRUCTURAL DRAWINGS 18 ROOF ACCESS HATCH AND LADDER 19 MECHANICAL SHAFT-FINAL LOCATION&NUMBER TO BE DETERMINED BY TENANT IMPROVEMENTS Z� GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL L EXTERIOR WALL(NON-RATED� EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING � EXTERIOR WALL(1-HR RATED) EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING W/1 LAYER TYPE"X"GYP.BOARD ON INTERIOR FACE. � EXTERIOR WALL(2-HR RATED)-UL DES U415-C SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" TYPE"X"GYP.BOARD ON INTERIOR FACE&1" GYP.SHAFT LINER W/MOLD-RESISTANT FACE, ON 6"C-H METAL STUDS. INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE. � INTERIOR WALL(1 HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE ABOVE RWL RAIN WATER LEADER OD OVERFLOW DRAIN �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE 12'-O DENOTES HEIGHT OF SOFFIT GENERALNOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. SEE STRUCT'L DWGS FOR FRAMING AND SEE ELEVATIONS FOR FINISH 3. BUILDING ACCESSIBILITY FOR RETAIUFLEX 1 8 2 IS PROVIDED BY ELEVATOR IN GARAGE PEDESTRIAN WALKWAY,IN COMPLIANCE WITH CBC 11038. SEE GARAGE PLANS FOR ELEVATOR DETAIIS. ELEVATORS ARE WITHIN 200 FT.OF TRAVEL TO STAIRS (CBC 11036.2) SECOND FLOOR PLAN - OFFICE FLEX 1 (4,500 SF) � 18° MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 V 11 R T N E R S 1 N C. ��5 N o r t� W�1 s m a n R o e U. 5 u I 1 a 1 0 0 M o u n t e I n V I�• . C� 6 S 0.9!5.0 T 0 0 CONSULTANT ��1S�A R�yi G'�!:P•R�aP/��'••�f� '�':�C�' �"•.C��1 Jd�C12,818 T? *'s�6•30-15�:* N�. Q �'•. 9��F CA�-1�� _�._ /II� �% . �/ �� .,_.`�� =.: --- - , :� :. �r .�: �..,-,� ; __.:�._�.. � ■�,, , t..,,..... ,J.: r._..�i■:.:: RewswN PRQIECT NO. 22.�J�j9 DATE 12.13.13 Danwri BV ScnLE AS SHOWN CHECKED BY SECOND FLOOR PLAN OFFICE FLEX 1 6A3. 1 1 O 2013 KENNETH RODRIGUES 8 VARTNERS,INC. 21 i� � --- sEisMic a�,,�-�" 25�-z° o-.-• - •_� v-•-• - ;� `�'; . 1��` � N I __ • : � �-- � 0 � � SEE SHEET A3.0 � FOR PEDESTRIAN WALKWAY 8 GEN. NOTE#3/A3.0 FOR o ACCESSIBILITY�N N --� � � � � � �,; N M __�� VESTIBULE 108 14 107 I�IRE MAI RISER 22 108 T 107 O �I I co o � I p � � (h � - - 12'-5" 1'-7"/ FOR WALL TYPES @ RESTROOMS,SEE SHEET A7.0 0 � CV OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 9) 8'SEISMICSEPARATION SHEET KEYNOTES (j) � � Z� n � n TO GARAGE WALL NOT ALL NOTES APPLY TO THIS SHEET `� �'� ~� � EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED 7'-0" 29'-4" 41'-5" 26'-8" 13'-4" � � � ON 6"CONCRETE CURB(WHERE OCCURS) ' ' � ALUMINUM STOREFRONT WINDOW SYSTEM WITH ,_ _ _ _ _�� _ _ _ _ _ �,,,�_ _ _ _ ��„�r � _ CENTER SET CLEAR G�AZING i � � i I i I i 1 ❑3 STOREFRONT ENTRY DOOR WITH CLEAR � � � � � -•- •-•-•_ ._._._._._._._ ._. � �._._._.-._._._._._._._._._._._._._. �•-�-�-•-• i GLAZING --•- �-•-•- -•-•-•-•-•- •-• •-•-�-�-•-•-•-•-•-•-•-•-�-�-•-•-�-•- -�-•-�-•-• -� 4� LINE OF SECOND FLOOR ABOVE -- •�.-•-•-•-•-•-•-•-•-•--�- -•�. .I � �g ABO� E � � �g �g � � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR I � �_ = 5 SCHEDULE �� 8 ABOVE ABO E �� N � CONCRETE SLAB ON GRADE,SEE STRUCTURAL I I I I I i`� `� DRAWINGS SANITARY SEWER LINE,SEE CIVIL&PLUMBING I I 16 I FUTURERETAIL I I I � � DRAWINGS FLEX2 I GREASE WASTE LINE,SEE CIVIL&PLUMBING _ _ _ _ � _ ,�,_ _ _ _ �_ _ _� _ � a oW�s I I � � � �f i � a ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT I I s I ( I Z� 10 GAS METERS,SEE PLUMBING DWGS. I �I �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLD _� � SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. I I I I I I ��• Q I 4 4 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF �I N N �2 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT � 2 3 22 2 I I ( I LANDSCAPE AREAS I 13 TRELLIS ABOVE � � � � � � , OO ��A OO OO � tD 14 FIRE SPRINKLER MAIN RISER 15 PREVENT ON BUREAU REQ IREMENTS PER FIRE � � 11 I o � �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. I I I I"a� o ° �� CONCRETE FILL OVER METAL DECKING;SEE 12 4 I I �' � STRUCTURAL DRAWINGS � _ I _ _ _ _ _ _ _ _ _ _ � _ _ 18 ROOF ACCESS HATCH AND LADDER � - ------- -------------- ------ MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER 16'-9" 24'-9" 4 34'-0" 34'-0" � 0 19 TO BE DETERMINED BY TENANT IMPROVEMENTS 3'-0" 3'-0" 1'-7" 3'-0" 3'-0" 3'-0" 3'-0" N 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTA 2� FOR GARAGE PLAN-SEE GARAGE FIRST FLOOR PLAN - RETAIL FLEX 2 (13,110 SF BUILDING AREA; 16,488 CBC GROSS AREA) ��a° � DRAWINGS � TACTILE EXIT SIGN"EXIT",PER OVERALL OIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 1) - z 22 o� CBC 1011.3 AND 1117.B.5.1 Q � �$ $'5 21 9 �� TACTILE EXIT SIGN"EXIT STAIR GRID 6 26'-8" 26'-8" 41'-5" `"-w�o� 23 DOWN",PER CBC 1011.3 AND 19'-0" 22'-5" 1117.6.5.1 � � _� 24 TACTILE EXIT SIGN"TO EXIT",PER - - -�- -�- - � - - i -��F- - - - � CBC 1011.3 AND 1117.B.5.1 i i i_..�� ___� ____ i _ 2'-0 1 � —.—.—.—.——.— — �._._._._._._. ._. _._._._._._._._ . . � LEGEND _._._._._I_._. . _.__.—.—.—.—•—•_.�•_. ._._.—.—•—._._._.�.��•_._.:� •-ABAV�._. . . STAIR _ _• .� O� �g �02 22 102 SEE STRUCTURAL DRAWINGS FOR FRAMING&SEE ELEVATIONS FOR FINISH I I � I EXTERIOR WALL(NON-RATED) ESTRM 9 v EXTERIOR FINISH SYSTEM OVER 1/2"EXT. ( 7 8 19 ABOVE I ( �°, GRADE SHEATHING OVER 8"METAI STUD t10 �� E�EC.ROOM 10� FRAMING 16 � I I 10'-7" I tos � � EXTERIOR WALL(1-HR RATED) 103 4 EXTERIOR FINISH SYSTEM OVER 1/2"EXT. - � _ - - � - - -�- - GRADE SHEATHING OVER 8"METAL STUD � FRAMING W/1 LAYER TYPE"X"GYP.BOARD SHERIFF ON INTERIOR FACE. I �TURE RETAIL I �iy 109 I FLEX 2 � � �oi � ��sH � EXTERIOR WALL(2-HR RATED)-UL DES U415-C I I I ° �� TYPETX"GYPCBOARD ON INT RIO FACE 8�18"~ I M . I GYP.SHAFT LINER W/MOLD-RESISTANT FACE, ' ' I I� ��4� 4 Q ON 6"C-H METAL STUDS. � I I 2 22 3 N � � N INTERIOR WALL(NON-RATED) 20 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 13' 8"METAL STUD FRAMING, EXTEND TO I I I UNDERSIDE OF STRUCTURE. � o T) O O 101C A� 1 104A io � � INTERIOR WALL(1 HR RATED) _ _____ s __:� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER � 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE ABOVE II 4 I I �2�� 4-5� w rn RWL RAIN WATER LEADER 1-7 S OD OVERFLOW DRAIN - - - - - - - - _ - - -� �� OOOR TYPE DESIGNATION,SEE DOOR ------------ ------------ --------- ----- SCHEDULE 20'-8" 20'-8" 26'-0" 12'-5" �� O WINDOW TYPE DESIGNATION,SEE WINDOW �� `� SCHEDULE 3'-�" � 3'-0" 3'-0" � 3'-0" 3'-0" � 3'-0' � 12 � 1'-7" � 12'-O DENOTES HEIGHT OF SOFFIT FIRST FLOOR PLAN - RETAIL FLEX 2 (CONTINUED) ��$° 1 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E S 8 P�R T N E R S I N C. �I 5 N o r t n W�I s m�n R o e 0, S u I�e ]0 0 M o�n 1�1 n V 1�r . C A B 5 0.9 6 5.0 7 0 0 CONSULTANT S�A R�yi tiV�?P�Ro� ��n ,ct' �'� ��'C12,818`��' *:�6•30•15 T�* N�. ��Q � '.� 9'•.., �OF CA��F �II� ► . �� .�.. „ � '/� '�: - �� :; ' �r� - ��.t. _,.�.�� :«Mw-«Mwr� � ;,^ . � •,�....� .� ■, .r_■��i�_. RewswN PROJECT NO. 22,�jrj9 DATE 12.13.13 oRnwrrsv scn�e AS SHOWN CHECKEO BY FIRST FLOOR PLAN RETAIL FLEX 2 �� 6A3.2 � O2013 KENNETH RODRIGUES 8 PARTNERS,INC. OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 9) 8'SEISMICSEPARATION SHEET KEYNOTES � OO � OO OO OO OO TO GARAGE WALL NOT ALL NOTES APPLY TO THIS SHEET 21 �'�� 21 � EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED SEISMIC 8" 25'-2" 7'-0" 29'-4" 41'-5" 30'-0" ��'-�" � ON 6"CONCRETE CURB(WHERE OCCURS) �; JOINT ' � ALUMINUM STOREFRONT WINDOW SYSTEM WITH __ _ _ _�_ _ _ _ _ _ _ _ _ _ �� _ _ - __ _� CENTER SET CLEAR GLAZING � ❑3 STOREFRONT ENTRY DOOR WITH CLEAR � GLAZING /' , i� `�� I I I � 4a LINE OF SECOND FLOOR ABOVE I: �� ` ( I I 19 I I I � � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR �`-=� �`-=� � 1 � :- SCHEDULE I ' a CONCRETE SLAB ON GRADE,SEE STRUCTURAL N I MEN WOMEN I I I I � N DRAWINGS 2os zos � � SANITARY SEWER LINE,SEE CIVIL 8�PLUMBING I I I � FUTURE OFFICE I I I � � DRAWINGS FLEX 2 � _ Z� "��~ _ � _ _ _ Z°' _ _ _ _ _ _ _ 1 _ _ _ �t i 206 I a GREASE WASTE LINE,SEE CIVIL&PLUMBING I DWGS � N � "� ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS ' JAN � D.F. � i8 I ( � � � � � FOR EQUIPMENT LAYOUT SEE SHEEI`A3.0 FOR i� PEDESTRIAN WALKW 208 I I I I I Z 10 GAS METERS,SEE PLUMBING DWGS. 1 � � AND GEN.NOTE#3JA3 24 �— co � �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG FOR ACCESSIBILITY O I= � 207 VES21oB7UlE �1 24 � � 16 � � ( �� o SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF � M I I I I I I '� N �2 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT O � LANDSCAPE AREAS I I I I I I I I 13 TRELLIS ABOVE i� � __ � _ - - _ � - - - - - - - - _ _ - - � — � _ 14 FIRE SPRINKLER MAIN RISER KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE � I I I I I I I � C 15 pREVENTION BUREAU REQUIREMENTS 2 2 I �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. � I I I �� I I ( � � �� CONCRETE FILL OVER METAL DECKING;SEE 12 q I � STRUCTURAL DRAWINGS __ � I - _ - I - I OO - - � _ OO _ OO OO OO N _ � _ _ OO _ � _ � � N 18 ROOF ACCESS HATCH AND LADDER ti 7'_11" 8 _ 7'_11» -0" 4'-4" - -4" 4-4 4-4 � 19 MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER �,-�„ 5,-0„ TO BE DETERMINED BY TENANT IMPROVEMENTS 1'-0 '- 25'-2" 7'-0" 27'-9" 4'-5" 34'-0" '-0" '-0 27'-0" 7'-0" '-0" '- 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL w 2� FOR GARAGE PLAN-SEE GARAGE FOR WALLTYPES @ RESTROOMS,SEE SHEETA7.1 SECOND FLOOR PLAN -OFFICE FLEX 2 (16,384 SF) ��$ 1 DRAWINGS OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 1) 22 TACTILE EXIT SIGN"EXIT",PER O O � O 21 CBC 1011.3 AND 1117.B.5.1 ��_7� 8'SEISMIC SEPARATION TO GARAGE WALL TACTILE EXIT SIGN"EXIT STAIR 26'-8" 26'-8" 26'-8" 41'-5" 23 DOWN",PER CBC 1011.3 AND � � i� 1117.6.5.1 � � TACTILE EXIT SIGN"TO EXIT",PER - --}-- - - - - - - - - - - - - - 24 CBC 1011.3 AND 1117.B.5.1 � STA�R 1 � I I I I 202 LEGEND SEE STRUCTURAL DRAWINGS FOR FRAMING&SEE ELEVATIONS FOR FINISH j I I 19 I I � I � � 202 � � EXTERIOR WALL(NON-RATED) c.� � I I I I 23 N N EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � GRADE SHEATHING OVER 8"METAL STUD 1 FRAMING 1 I i I I I � � EXTERIOR WALL(1-HR RATED) � EXTERIOR FINISH SYSTEM OVER 1/2"EXT. i _�_ GRADE SHEATHING OVER 8"METAL STUD �- - - - - - - - - - - - - - - - - - FRAMING W/1 LAYER TYPE"X"GYP.BOARD � I I i I I W � FUTURE OFFICE o ON INTERIOR FACE. Z � FLEX 2 � � U ' ( I 201 I I o � � EXTERIOR WALL(2-HR RATED)-UL DES U415-C SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" �' � N ' TYPE"X"GYP.BOARD ON INTERIOR FACE&1" Q � � � � � 16 � � � o GYP.SHAFT LINER W/MOLD-RESISTANT FACE, � ON 6"C-H METAL STUDS. N � N � I N ;r, 20 1NLAYERRTYPE X"GYP BDEEACH SIDE OVER I I I I I I 8"METAL STUD FRAMING, EXTEND TO � UNDERSIDE OF STRUCTURE. � o I `O � INTERIOR WALL(1 HR RATED) -—L-- �-- ' i � I I � � -- �'-'- --' 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 2 8"METAL STUD FRAMING, EXTEND TO � i '1 I � � UNDERSIDE OF STRUCTURE ABOVE � 12 I I I I � RWL RAIN WATER LEADER 4 � � O O O � O � O H O � O � o OD OVERFLOW DRAIN � _ _ _ _ _ _ _ _ _ -� �� DOOR TYPE DESIGNATION,SEE DOOR � SCHEDULE 14'-0" 2p,_g• 2p�-8• �•-4• �•-4• gg�_5• 12 11 O WINDOW TYPE DESIGNATION,SEE WINDOW 3 I 3-0" 3-0" I 3-0" 3�• I 3�_p� 3��• I g��• I 2,_7" '- SCHEDULE 12 O DENOTES HEIGHT OF SOFFIT SECOND FLOOR PLAN -OFFICE FLEX 2 (CONTINUED) »8• 1 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 6 P A R T N E R 5 1 N C. ..5 N o��n w n i.m.� R o.a, s�i�. s o 0 M o u n 1�i n V i�r . C A 8 5 0.9 6 5.0�0 0 CONSULTANT `'�ARC'�'i tiV�?P�R�� n .CZ' �'� ��'C12,818 T�° *E�6-30•15 p* Ni s'Q � '.� 9'•,, c��F�A�1F �II� � �� „ 1 '/�' 'i: � r�;, �(� —�J'l� i,,.,.�.�.,� �il - �-��_ � �--- ^� � .,,. .. �,�':; •�-��i�:,:: REVISION PROJECT NO. 22,�jrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BY SECOND FLOOR PLAN OFFICE FLEX 2 6A3.3 O2013 KENNETH RODRIGUES&PARTNERS,INC. I I I ( I I � I *42�-4� I 1 I I t I i I t28'-0' T.O.P. I � 1�1 � � C ^ � (B 1}-� �� V I 328'-0' ---- 3 t38'-10' t3T-10' t �-- — — — ' — —' — - - � � I I T.O.P. t38'-10" BUILDING SECTION I ��a" I 3 �� I 18'GA GALVANIZED COVER-SLOPE TO ROOF KEY NOTES DRAIN @ 1l4"/FT SINGLE PLY CLASS A Ul-LISTED ROOFING SYSTEM OVER M A I N S T R E E T 6"MEMBRANE FLASHING � UNDERLAYMENT,OVER METAL DECKING SCREWS 9"O.C.WITH NEOPRENE � STANDING SEAM CLASS A METAL ROOFING 0/ROOF C U P E RT I N O WASHERS SHEATHING,O/METAL FRAMING,SEE STRUCTURAL DWGS 1"FOIL FACED POLYISOCYANURATE a CEDAR TRELLIS WITH STAIN FINISH INSUTATION-ADHEREDT03/4'EXTERIOR a CORNICEOIMTL.FRAMING WITHSHEE7ME7AL STEVENS CREEK @ FINCH GRADE SHEATHING FLASHING CAP CONTINUOUSBEADOFSIIICONE a5 PRECASTSTONECORNICE CUPERTINO� CA CAULKING a 6 METAI FRAME AWNING W/GLASS PANELS EXTERIOR SHEATHING ASA SINGLE PLY CLASS A ROOFING O/RIGID � STEEL FRAMED SIGNAGE STRUCTURE;SEE INSULATION AND VAPOR BARRIER,RUN UP S7RUCTURAL DRAWINGS AND DETAILS SHAFT WALL S� COPPER GUTTER AND DOWNSPOUT S U B M I TTA L 4"METAL STUDS,SEE STRUCTURAL � 9 OVERFLOW DRAIN TO DAYLIGHT AT BOTfOM OF WALL 10 ROOF DRAIN AND PIPING MAIN STREET CUPERTINO ` �� MECHANICAL UNIT TO BE CENTERED BETWEEN AGGREGATOR,LLC �` �" "l ROOF MEMBERS BELOW 203 REDWOOD SHORES PKWY,STE 200 .�� .�� . t.` . . . � . �� ' �� : • �2 METAL FRAMING,PAINTED REDWOOD CITY, CA 94065 �6� � , �$ ROOF ACCESS HATCH-SEE 9/A7.5 METAL DECKING PER STRUCTURAL 14 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER e BURGLAR BARS.SECURE PER FOOT �� MANUFACTURERS RECOMMENDATIONS. 15 CEMENT PLASTER PARAPET WITH CAP SHEET FLASHING ROOF SCREEN:CORRUGATED GA�VANIZED METAL 1 B PANELS ATTACHED TO 4x4 STL.POSTS.PAINTED FINISH TO MATCH CLEAR ANOO.ALUMINUM. 2'x12"S�UARE-EDGEANODIZEDALUMINUMFINS KENNETH ROURIGUES d P�R7MERS iNC. �� Q4'O.C. ..5 N o��n w n i.m.� R o,e, s o i�. z o 0 �a 2'-0'HIGH CANTIIEVERED CANOPY WITH COLORED POWER COAT FINISH. M o��.i� v i.., . c� e s o.a e s.o r o 0 �9 SEISMIC JOINT COVER Q PARAPET-TO-GARAGE WALL CONDITION CONSULTANT ZO RESTROOM EXHAUST FAN-SEE MECHANICAL DWGS. S E CT I O N@ S HA FT O P E N I N G 3� � Z,� MECH.SHAFT TERMINATION-FINAL LOCATION TO BE �S��y/J. DETERMINED BY TENANT IMPROVEMENTS V-�P" � ~�� •.n �'u'C12,818 T`;� *: 6•30•15 * N: ��Q �•. h, LEGEND 9��FCAL1�� DENOTES ROOF SLOPE DIRECTION I � KEVMAP N :sr-io• ssa•-io• �� HVAC ROOFTOP UNIT ON 8"CURBS � T.O.P. � T.O.P. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS T.O.P. I � t36'-3' � � I � MAKE-UP AIR LOUVER,SEE MECH.DWGS p r-:._:_::::_y a �� RWL RAIN WATER LEADER TO EXTENO 5' � `i BEYOND BLDG.SLAB EDGE,CONNECT TO REVISION � ,�..�. � STORM SEWER. SEE CIVIL DRAWINGS I 2� OD OVERFLOW DRAIN. I � +0'-0" DENOTES ELEVATION POINT �:=i ��:HEIGHT �'-<=;•.:_=:::=;.wi cuRa:sa• T.O.W. TOP OF WALL ELEVATION � � T.O.P. TOP OF PARAPET ELEVATION 3 T.O.D. TOP OF DECK ELEVATION �s � DENOTES ROOF SLOPE DIRECTION I I � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT PROJECT NO. 22,rjrj9 DATE 12.13.13 � — — � - — --.— — " DRAWNBY SCALE AS SHOWN T.OIP. T.O.P. t37'- ' t38'-10' ROOF PLAN - OFFICE FLEX 1 � 1l8� I 1 CHECKED BY ROOF PLAN OFFICE FLEX 1 6A4.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. t38'-9'MIN. � t38'-9'� M A I N ST R E ET T.O.P. T.O.P. 1 – – – – —� – T – – – –� – – – – – -�— – – – -r—; C U P E RT I N O IT.O.D. � T.O.D. � t36'-3` I ( 19 I I It36'-3' I � STEVENS CREEK @ FINCH i i i i 21 i i i ; CUPERTINO,CA I 20 13 I I I I I I � I I I � T.O.S REENING ASA i 9 � � ( � � � � I e t41._�, W � � a� � � _ _ � � � _ � *�:5: SUBMITTAL –� ,- – � – –� – – � �____� _ ,_. — — — ' — — — — — J LL t35 5 I N,� I I I �'� I I I � ----- T.O.D. °` 16 � �W '------------ — ---'— MAIN STREET CUPERTINO ' I I ( �i ( � " I �i � = 203 REDWOOD SHORES PKWY,STE 200 i I I - ;_�� :_�' .,.:�:: I;-�:i HEIGHT ..........� � U _ _ rF=__=.n HEIGHT __-_ HEIGHT _ HEIGHT F _ _� �it=__� � REDWOOD CITY CA 94065 �::.::-::......... -::::::>:>::: �::...:::::t:;s;:;;- ........... I I I -:::_.W/CURH:54' i� r i � _ - I ....... ' i c- i � �i '�_�:z:i::� W/CUR8:54• W/CURB:54•:�.-:.:"'_;;:::�:i�� W/CURB:54't:=a•z;.:,�;.�..�.�� T Q T - �i�y�I� _ _ '::i �I�y�I� I - ti4 �� -- - -- _ ��L.rl�i� � I, .......... �� :-y�,�;;;; �:::�:�� .� ._.:... .._... .�...._.........; I 1 ,�_, ..' _......__..... ..;.. II II . ,. . . .:•�'• 11 t I 11 � .. .,dY_..::: .... � I' I 1 I' :� It � � 11 {t�a_xal L� L J Ift�r_-L � � �t38'-9' I T.O.P. I I I I I I I I �P: _ _ � _ � _ _ _ J _ _ _ _ _ _ _ 1 _ .� � � I I I '14 I I I I �:I��. I KENNETH RODRIGUES 6 P�RTNERS INC. ' . ��5 N o r�� W�I s m�n R o s 0. S u 1 t e 2 0 0 I 335'-1• 5�'0� I � I I Mo��.io vi.. . c n e s o.s e s.o t o 0 T.O.D. .O.D. I RWL RWLI T.O.P. ' t43'-5" � \J �� ------1--------T---------- � � �7 BELOW � � �� m _�� ', : � � � � �I ...... % ;►1 �:.�k;,�_a I■ ( � I ��f I �IfI�II I II i t��I��a�l■ ■��■ a t� ,� � _ I 'T.O.P. �t37'-5' \J ._ _.. .._ _. ___ � . . . .. .. .. .... . ...,a.. CONSULTANT 1 � .J L+ r... � � ,.. �-----' r::.Y-: �------� S ARcy F�.. � T.o.P. � y,V�Q'�R�� C� 3 I I t43'-5' I �:�C12,818-N':� 4 15 N�,�6•30•15�� . ti "y�''•.. 4 5 6 �oF.�A`�F� ROOF PLAN - OFFICE FLEX 2 ��$° 1 BUIDLING SETION ��8° 3 T.o.P. ROOF KEY NOTES LEGEND t38'-9'MIN. � SINGLE PLY CLASS A UL-LISTED ROOFING SYSTEM OVER � DENOTES ROOF SLOPE DIRECTION � UNDERLAYMENT,OVER META�DECKING . _ � � STANDING SEAM CLASS A METAL ROOFING O/ROOF SHEATHING,O/METAL FRAMING,SEE STRUCTURAL DWGS (� � � � CEDAR TRELLIS WITH STAIN FINISH L� HVAC ROOFTOP UNIT ON S�CURBS I 4 CORNICE O!MTL.FRAMING WITH SHEET METAL � FLASHING CAP HEAT PUMP UNIT I � PRECAST STONE CORNICE ON 6"SLEEPERS,SEE MECH.DWGS I � METAL FRAME AWNING W/GLASS PANELS I I I a STEEL FRAMED SIGNAGE STRUCTURE;SEE Z STRUCTURAL DRAWINGS AND DETAILS � MAKE-UP AIR LOUVER,SEE MECH.DWGS w� o � � 8� COPPER GUTfER AND DOWNSPOUT RWL RAIN WATER LEADER TO EXTEND 5' n� BEYOND BLDG.SLAB EDGE,CONNECT TO _ _ _ � � OVERFLOW DRAIN TO DAYUGHT AT BOTfOM OF I \ I � wa,�� STORM SEWER. SEE CIVIL DRAWINGS lO ROOF DRAIN AND PIPING OD OVERFLOW DRAIN. �HEIGHT MECHANICAL UNIT TO BE CENTERED BETWEEN wi cuRe:sa• �� ROOF MEMBERS BELOW +�'-�" DENOTES ELEVATION POINT �_==� �M•��{� � j2 METAL FRAMING,PAINTED ;,tiyy�„ _ `;.;:� 7 � T.O.W. TOP OF WALL ELEVATION ....::.:::.... u..w:..ii � I 13 ROOF ACCESS HATCH-SEE 9/A7.5 T.O.P. TOP OF PARAPET ELEVATION /II� � �� \, „ ' '/� �� -- �,� ��;; 1 _r�: _ '.�s�. �� • � �'•'�_� ��:i ��I■:....: REVISION T.O.P. 14 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8'PER T.O.D. TOP OF DECK ELEVATION �aecTNO. 22.559 DATE 12.13.13 I t38'-9' FOOT Drtnwr,BY ScnLE AS SHOWN 15 CEMENT PLASTER PARAPET WITH CAP SHEET FLASHING DENOTES ROOF SLOPE DIRECTION T.O.P. CHECKED BY t43'-5' ROOF SCREEN:CORRUGATED GALVANIZED METAL DENOTES EXTENT OF BUILT UP ROOF C �F) PANELS ATTACHED TO 4x4 STL.POSTS.PAINTED � 14 � FINISH TO MATCH CLEAR ANOD.ALUMINUM. CRICKET-MIN.SLOPE 3/8"PER FOOT �� 2'x 12"SQUARE-EDGE ANODIZED ALUMINUM FINS �4'O.C. t35'-0" T.O.D. �a 2'-�"H1GH CANTILEVERED CANOPY WITH RWL COLORED POWER COAT FINISH. — — � �9 SEISMIC JOINT COVER Q PARAPET-TO-GARAGE WALL CONDITION __ 2O RESTROOM EXHAUST FAN-SEE MECHANICAL DWGS. T.O.P. MECH.SHAFT TERMINATION-FINAL LOCATION TO BE r1 t43'-5' 21 DETERMINED BY TENANT IMPROVEMENTS 17 BELOW 1S 17 `J ROOF PLAN - OFFICE FLEX 2 (CONTINUED) ��8� 2 ROOF PLAN OFFICE FLEX 2 6A4. 1 O2613 KENNETH RODRIGUES 8 PARTNERS,INC. c � � 80'-0" 4' 12'-0" 4' 8'-0" 4' 12'-0" 4' 12'-0" 4� FLEX 1 -2ND FLOOR(4,500 S.F.) � ��16° � 2 t r � ...,y m,. ,,.,.. ..µ„, :� ., �.,,,,.,, ,...q_. TABULATION: , , , �-� �-- ` FLEX 1 � �� 1 ST FLR 5,176 S.F. ,s�-�° � 2ND FLR 4,500 S.F. 9,676 S.F. FLEX 2 0 1ST FLR 12,652 S.F. N TRASH ENC. 458 S.F. 13,110 S.F. f '2�-'°� 6� 2ND FLR 16,384 S.F. �r�:� �:`�::°"N�.W�,�� 29,494 S.F. TRASH ENCLOSURE - FLEX 2 (458 S.F.) 1/16° 5 TOTAL 39,170 S.F. 267'-6" � �� ,�o�� 7' 12'-0" 12'-0" 7' 4' 12'-0" 4' 12'-0" 4' 24'-0" 4' 1 ,-0" �' ;.,.,,,� , � , € �� : � �/ �/ _ - !�, �r _ _ �� _ � = � � ��; , / / ♦ . � � ►v � r� � +� : � � , � � �ai FLEX 1 - 1ST FLOOR(5,176 S.F.) � ��s• � 4 FLEX 2 -2ND FLOOR(16,384 S.F.) � ��6° � 1 � �i�%%�/� ;��r�.�/ , � / / � 2s�-�• �� 2a�-s° T s•� sa�-o° �� sa�-o° � 2o�-s• � 2o�-a° �,s� � 2o�-s° �s��-?; L�o r-s• MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E S 8 P A R T N E N 5 I N C. ��5 N o r t n W��a m e n R o a E, 5 u i 1• 2 0 0 M o u n t�1 n V 1 a w . C A E 5 0 Y D 5.0)0 0 CONSULTANT �s�AR�yi G� P•R�� t� ��C12,81�N � * �6•30 15�* N��OF CA��Q _ �II� �:� .� „ �� ■i .."_�� •'� --�- � �7-�,�, -��- .�. .�,� �—.-�.-�... � ■,�,:��:T::::: �� Pao.�cr No. 22.559 onh 12.13.13 DRAWNBV scue AS SHOWN CHECKED BV FLOOR AREA CALCULATIONS �� FLEX2- 1 ST FLOOR(12,652 S.1 .) I ��6� I 3 I I O p�3KENNETHRODRIGUESBPARTNERS,INC. GARAGE l:ARAf:F FNTRV CII;N 38'-10" 37'-10" 28,�.� 22'-8„ SECOND FLOOI ��-0� ___— ----- ------------ SHEET KEYNOTES �CEMENT PLASTER SYSTEM O!EXTERIOR SHEJ+THING PER , M A I N S T R E E T STRUCT.DRAVNNGS LIGHT SAND TEXTURE.PAINTED. �CLEAR ANODIZED AIUMINUM STOREfRONT C U P E RT I N� SYSTEM WITH CLEAR GLAZING ❑2"EXTRU�ED ALUMINUM REVEALS BY FRY ' 3 REGLET OR EQUIVAIENT ' aALASKANYELLOWCEDARTRELLIS.STAINED SEESHEET i STEVENS CREEK @ FINCH A8.° CUPERTINO, CA �AIUMiNUM FRAMED AWNING W!GIASS CANOPY , ❑PRECAST STONE CORNICE 8Y VENTURA CAST STONE,INC.,OR 6 EQUIVALENT.TEXTURE:SMOOTH FINISH ASA r�STANDING SEAM METAL PANEL ROOFING O/EXTERIOR U SHEATHING PER STRUCT BY BERRIDGE OR EQUIVALENT. 8❑CEMENT PLASTER EXPANSION JOINT S U B M I TTA L �9 OVERFLOW DRAIN CONCEALED IN WALL- DAYLIGHT AT BOTTOM OF WALL ROOF DRAIN CONCEALED IN WALL:CONNECTTO MAIN STREET CUPERTINO -- �� sroRnn sevueR svsTEM I AGGREGATOR,LLC OVERALL SOUTH ELEVATION 1/32" � �203 REDWOOD SHORES PKWY,STE 200 �i IPE BOARD S�DING WITH CLEAR SEALER ' REDWOOD CITY, CA 94065 �2 IPE BOARDS,SPACED TO FORM SUNSHADE 13 LINE OF ROOF SLOPE BEYOND ' � 14 GARAGE STRUCTURE;SEE GARAGE PLANS AND � ELEVATIONS I �5 CLEAR ANODIZED ALUMINUM FINS-2"X 12'X 4"O.C. � � Mf N 1:F*M F:�f)R�.C.0 F 3 [ -��.'Nr k�� Y; �s HORIZONTAL CORRUGATED METAL SIOlNG i ROOF SCREEN �t�5 N o�1 1�. �Y h 1 s wi�n R o a J. S��1• I 0 0 � �� MILK VIMITE SPANDREL GLASS ! �o ^ y , I 18 ALUMINUM ROLL-UP DOOR SYSTEM � �CONSUI.TAN? �g s°x e•nccessieiurr�nnN�ow oecn� »�^�°'°""�+�,. ��q� ❑2'-0"HIGH CANTILEVERED METAL CANOPY WITH g (� �� '"'IaS.........,,�yi S V?� RO`^V�'•. � POWDER-COAT FINISH ;JV�C12 81�N�C�� Q� STONE VENEER SET IN CEMENT PLASTER. ; �*;�6 30 15 D'*t i ;N:, S;`€� CLEAR ANODIZED ALUMINUM 8 GLASS ROLL-UP ' ��'•., ��sf 22 OOOR SYSTEM ' ��F CA�-,.� 23 CIEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH � �,,,,,�,,ro,M,,,,�� ADJACENT AIUMINUM Z4 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL � I NE�A�AP N 25 LINE OF ROOF BEHIND PARAPET � � I �� # a ZB FUTURE SIGNAGE ! `�a I 27 PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE ! �`� \' GARAGE WALL.WITH ACCENT UGHTING G � � ZB BLADEAWNING �'�1L-�-�_: ; . . j i i � 29 PRECAST STONE SILL ; �� l_!� � 3� - r ._-_:._.��—�-,� i 2 30 GAS METER LOCATION 31 FIXED ROLI-UP DOOR 'y `�?F"i' SOUTH ELEVATION ��8° ; y�— � - ti�_s —, 16 � 1 .� � �- ��-_ ��` ��. �� ; ..:.-�_� ":;�y°�-�� ` �'�' -;�� ,� ' ��; ,��#�` � � '"'�yr'�myv a `��'�.�_"` ^M�Frr,�',�,� t J' S. � �pw�1�. .'t1.� :vy � �f� T:a N.�e 'J?;. �♦.$� ' ��( ��•y•, � `5, ' ',� `- , 4 +--�-""" +� �w fs��. .�� '�,� y ,.��e-d h- � � �,✓4,c �w �� et�ad`� a�1 �"�.�. ^��s� q'� 3� :,,j -' .s.. �� ..�'��F��4� -e� ��14.�E' Y f.- ,L.�., .3,,^1 - ..£ 9^' `a�a 't �'�. , � � � :� `�. �- �� ,.�`...a� r ,.. ,+, ..-� ` ¢� . �- n`�,,� t � � - I ,4... . t%.. .'. ., e �. �, . .. .. F �. • .,'r. 8 1 \ ��. � \ Y i �}`/ � 23 38'-10" i 37'-10" za�-o° 22�Ow SECOND FLOOR(OFFICE F�EX 1) a �': .� . U NORTH ELEVATION � ��e" � 4 HEVISION I 1 I i �„ I i � � ; ; ; . � I PRCUECT NO 22.559 onTe 12.13.13 :ors^�,eY �'�E AS SHOWN I cr�tr-- � COLOR ELEVATIONS ; RETAIUOFFICE ' FLEX 1 6C 1 .0 - -------------- ---------- WESTELEVATION ��e�� 3 ; 0 �>>KENNETHROEK21(iUESdPARTNER$INC ■ GARAGE SEE GARAGE RETAIL lOFFICE FLEX 1 �. PLANS � C� U 2:, UNE OF �� GARAGE LOBBY ' � ' I ' . : �.s� .�.� �� e ��' ' R�b }� �� F�� v,c�9. �� .�-'�y�� . �,�� $ � ��.� ��"" �� 8 — �'� � �m�+ #Y� �f`�� .�.r��...... �. � .w- ,$ �1;�. '6 t.`. 0. .. .. �� °. g�� , ;�, ,�. :� �E��;,�:.' �' "�:'�: ��e"� "�5s� 4`� _{•)a:��.��'�.,�'."�,�, �_ ,�.t.,fr.r.��...,d�� r,�`y<�� ` -. �_,�'+,.��,t�� - $ r�r c:�' ;..} :�ai' ..�« �§ �,�� x.,.��3�, 9.;{ '^d�{;�,� :.,u ,*` .� w�' `..: .. �`' �.�a� , � ' ,�� e�—�—�—.-- S� �,' 't ' , �, 1 . , � V 'r i .._� :.��., '� _� . -� - � :.� :, 1 - � RETAIUOFFICE FLEX 2 �J N�f� • fN N •�� t•�� i:i - i� �ii —� � ,,.�� u �� _ S0. : ��I1 � � .�� • •• -------_-� ��l� � ,6; ia� �is� � t , i L I a�� 3..:. '� `,� �. r� _M ; �. . 1 � '.�\ � i �. � U �SHEET KEYN4TES ---- ------------------------------------ - -- �CEMENT PLASTER SYSTEM O!EXTERIOR SHEATHING PER STRUCT.DRAVNNGS LIGHT SAND TEXTURE.PAINTED � GARAGE ENTRY SIGN a CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING 2"EXTRUDED ALUMINUM REVEALS BY FRY 3 REGIET OR EQUIVALENT 4 ALASKAN YELLOW CED�R TRELLIS,STAINED SEE SHEET I A8.1 r__ —__i j� ALUMINUM FRAMED AWNING W�GLASS CANOPY � . � ��PRECAST STONE CORNICE BY VENTURA CAS7 STONE INC.,OR — � EQUIVALENT.TEXTURE:SMOOTH FINISH. � u�fii{.�r.rixs, � STANDING SEAM METAL PANEL ROOFING O/EXTERIOR ` `�-� : � �SHEATHING PER STRUCT BY BERRIDGE OR EQUIVALENT .._ - � ` � a CEMENT PLASTER EXPANSION JOINT � �� 9 OVERfLOW ORAIN CONCEALED IN WALL- DAYLIGHT AT BOTTOM OF WALL _ �� ROOF DRAIN CONCEALED IN WALL;CONNECT TO STORM SEWER SYSTEM OVERALL SOUTH ELEVATION ��32� � �� pEBOARDSIDINGWITHCLEARSEALER � � O � �2 IPE BOARDS.SPACED TO fORM SUNSHADE 14 20 � 13 LWE OF ROOF SLOPE BEYOND � 44'-O" 14 GARAGE STRUCTURE.SEE GARAGE PLANS AND ' ELEVATIONS I I 15 CLEAR ANODIZED ALUMINUM FINS-2"X 12"X 4"O C. I ' , 3%-1 O" HORIZONTAL CORRUGATEO METAL SIOING __ ._. --- --�------------�-- �°_°__--_�_.__._ � 16 ROOF SCREEN _# 1 _ - � �� MILK WHITE SPANDREL GLASS _ _ ._ ,.. __ - 1 32'-0' '+�t _:�`��"�'�^`�g ? .'9". �-'"�«�,�'.� '4% q_t . ii.A .� 1��'.v � � �� g �' �' *� g*�. � .7 `t.. �'�,r T1E� r +� `y' ��''�.�' � � '"r',K � 't��- .� ��*��it•��r f��,�, s V '��,�� t , - � Y �. r' y`7� . '� �t l `� x �� .� �� `�� §.,�t'� . . + _-� . " � � � �� t � #�•.a P� x�' � ,� i ' �, ��.. �',. '��4.. . - 'MF�'� . �� ! �i " ' ': � .., , t I��', � �", ..:.. ` � ,;.. .. .�..::. � �. � � � . � � - � �� s s , � lE ALUMINUM ROLL-UP DOOR SYSTEM , � �W �9 8"X G ACCESSIBIUTY WINDOW OECAL �? 2'-0"HIGH G4NTILEVERED METAL CANOPV 1MTM �.� 22'8� a POWDER-COAT FINISH 1 U SECOND FLOOR(OFFICE FLEX 2) �Q 2� STONE VENEER SET IN CEMENT PIASTER. �� 1 G'-6" �CLEAR ANODIZED ALUMINUM 3 GLASS ROLL-UP � DOOR SYSTEM � 23 CIEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH I 1 Z�-O� ADJACENT ALUMINUM , 24 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAt -' 25 LINE OF ROOF BEHIND PARAPET 1 r� �FUTURE SIGNAGE r � ��• �PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE rj� GARAGE WALI,WITH ACCENT LIGHTING V 2$ BLADE AYVNING ------ ---------------------- --- a PRECAST STONE SILL SOUTH ELEVATION ��8" 2 �C'P`SMETERLOCATION 3� FIXEDROLL-UPDOOR � n 17 j n 7.1 � 28 16 � 14 1 I 2 17 20 i 15 � �24 - -- � 15 24' C2 �18 ----, 1 � 2 �Z 8 16 13 E2 -- � �T� `-r-' � r , , , , �.-0. , , . , . � � � _ � ' I ___________ � + ; ; ___- _ 38,_t�" , �..' _._---..------ ---� --•�----- � �� . _.__ -I ; _._...___ ' '` „x ; ---- ; , _....._ . __ _.__ __ I �—� i --t-- i � 40'-0" 40'-0' ` _ � � lJA Z J _ U Qc 6 � ; � 37-10 37-10" t a ------- --•--------- -- ----- ,— . __...._ , , ; ; , � o _r s,�-a., � � i m "_ �_ �. 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ZZ.SS9 DATE 12.13.13 oa��v"Br �E AS SHOWN CHtCKEDBY ; COLOR ELEVATIONS � RETAIL/OFFICE i ; FLEX 2 �� ' ' � 6C1 . 1 �� Y .,,r � EAST ELEVATION�e° ' 3 O C 1013 KENNETN RODRIGUES 8 PARTNERS.�NC ■ . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y l[ A P ■ ■ DBFBRRBD SUBYITT � LS • THE FOLLOWING ITEMS ARE TO BE SUBMITTEO TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PIACEHOI.DER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM PARKI N G STRU CTU RE ■ P R 0 J B C T T B A Y ■ 0 W N E R / D E V E L 0 P E R IAAIN STREET CUPERTINO AGGREGATOR. LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES �c PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1 st Fioor Irvine,CA. 92618 C I V I L E N C 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LAN�SCAPE ARCNITECT THE GUZURDO PARTNERSHIP, INC. 181 Greenwich Street San Francisco,CA. 94111 ►ARKINC OARAOE ENOINEER INTERNATIONAI PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • PL � HNIHG PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H B B T I H D B g ■ 7AQ,0 COVER SHEET 7A�,� SITE SETBACK SECTIOWPLAN @ VALLCO PARKWAY 7�,p� THIRD BASEMENT LEVEL PLAN 7/�,pZ SECOND BASEMENT LEVEL PLAN 7�,Qf FIRST BASEMENT LEVEL PLAN 7�,p� GROUND LEVEL PLAN 7A2.Od MEZZANINE LEVEL PLAN 7�,Q� SECONO LEVEL PLAN 7A2.07 THIRD LEVEL PLAN 7�,� FOURTH LEVEL PLN 7A2.OY FIFTH(ROOF)LEVEL PLAN 7A3.01 BUILDING ELEVATIONS 7�QZ BUILDING ELEVATIONS 7A3.03 BUILDING ELEVATIONS 7A3.04 BUILDING SECTIONS 7Aj,Q� ENLARGED ELEVATIONS 7A3.Od ENLARGED ELEVATIONS 7C1.0 COLOR ELEVATIONS-PARKING STRUCTURE 7C1.1 COLOR ELEVATIONS-PARKING STRUCTURE 7��,Z COLOR ELEVATIONS-PARKING STRUCTURE • SCOPB OF � ORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A NEW&LEVEL GARAGE STRUCTURE. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 V A R T N E R 5 I N C. ��s n o.�n w n�s m.� n o,a, s��i. z o 0 Mo��i•i� v�ew . c� e s o.o e s.o�o 0 CONSULTANT S�AR��, tiV� �� P'��n *�C12,818 T* N��6�30�15�� 9��F CA�tiF�~ _ /II� ��L�� t „ j_ ;. .� /.�� . �\�__—� � :; �t -_�:��_-,._,� �_ � rrr rrw�W � �,�:� �!��:�,... 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O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ,s�-o- � �� STAIR#1 8 ELEV.#1 � �c.ss �/ Q b, � o N �\ b> �C.33 � � q q N N � - m N �� o �B.35 - � 9 N �\ ��/ - R s. - �� (B.%0 u q N �\ � <B.39> - v 4 �\ N <A.03 A R `� - 0 � M � � � � � � � � � ELASTOMERIC COATING OVER ROOM BELOW I � i i i i i i N �ses� I) ,�� I I •o� I I�� (� 6�� b� I ��. �60. �61. �61. �6�. ( � � � � I I � � � � I I ELASTOMERIC COATING I SEER/AOU��STRIP,NP. � i i i ' i III � � � � ��,� ��1� i . ��,�0 ,��0a . . ,6100 ��1,�, F. � _f�p9 Rn� �,� �O. '`6•�. ; '`'c'1'. '`6y. '``(7,. '`bn�. i � � i i i CLEARAI CE BARRIER I! I IHICKENEO SLAB ABOVE,SEE 21PKA7.01 I � EDGE,TYP. � RAMP DN � �PROVIDE FLUSH OUT J BOX FOR ' 320'-0" 12 @ 20'-0"=240' � � � i � I FUTURE ACCESS CONTROLS � � � s�. �.o I �o'� . 9'L . e^� •y�i ,��°j1 ,��°�� , �`�a• I ,�,0� .��• � ��h• 1��4 �,�h _ F.� '� 6 "� 'L� i i �60`l' �60� i �601 i �100 �6A1 i ^6A? i . . , � THICKENED SIAB EDGE,TYP. 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I ^ � � ( I . • \��1 Q o I A.23 > � i � I � � �r d �r �� d r �r ��d r a� �r� �w ��d � � n • � � � �61 �0� �O� � �'� 6'1 . 6'� . 61 ��'� 6'�•. r�1 .�'1 ro1 . h�o .�p� • � � �0 ,� I 0�� , 0�� , �0� , 0� , 0� , �0�' I , �^' • e�' , ��' , �� 0 J j 1 � _ � - � � I � ' I � � I 1 I I � IF � I � ' I� I, ° I � ° I � I I� � I , , ?� . B>>> ELEV.#4 -- - - - -- PL A EV CHARGING STATION,TYP. N � 'v � BUILDING BY OTHERS � STAIR#2& ELEV#2 8#3 BUILDING BY OTHERS � 1.SEE SHEET A5.04 FOR WALL TYPES. 2.SEE SHEET A5.03 FOR SECURITY SCREEN DETAILS 3.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 4.PROVIDE LIGHT BROOM FINISH OVER CONCRETE W I ELASTOMERIC COATING. MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D R I G U E S 8 P A F T N E R 5 I N C 4 4 5 Y n�1� W��a m a n R o a C. 5 u i 1 e i 0 0 u��r.�� vi...� f A 5 5 0 9 6 5 0]0 0 CONSULTANT --_ ,;, /II\ ��/�" „ �� ::'.�' 'i:,\ ��, :.i �- � ;,�:r �Y',_=-=- .. .�.�1• -.-,� rr�, ��rw��rrrW �'. ■'I � ■ � �t��a � �;;_�!��I�_..M..:---J REVISION aao�ecr No. 22.559 oATE 08.30.2013 DRAWNBY PC/TC SCALE 1/76"=1�-0" CHECKEDBY JFR2SCRNN GROUND LEVEL PLAN 7A2.04 �12'�1/2"� � 30'-0' 1 I� O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 0 � � �\ �C.65 �/ o � `'� o � N �� C.33 � 0 m q �� <B.35 � 4 � ° ��i� �� B.70 v Q Q N (V �\ � �8.39 � R �-, N �A.03 � A q R � STAIR#1 8 ELEV.#1 � � � � N �4 � BUILDING BY OTHERS � 11.44 12 13 14 14.34 320'-0' 16'-0" 9'-0' 12 @ 20'-0'=240' 20'-0' 9'-0' 16'-0' 9'-0' �r-a• s�-s�, i � i i i i i � i i i i 0.66 i i i i i � i 3p� � ,,.45 1 ?0=p. 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I ' - A 63� II � II � v i i I I i i i 174 PARKING STALLS i I I i i i i i � � � � � � � /� � � I I A.32> � �� I ,�`� I �QO ( o . I• o� �� ^�� I I I I i I I I I I �� I '' I ( I I I I I I��o I (� ( I ( I ( I ( I• ,93�� ELEV.#4 r' - - " STAIR#2� ELEV#2 8 k3 � BUILDING BY OTHERS A3.02 � 1.SEE SHEET A5.04 FOR WALL TYPES. 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E T H R 0 D H i G U E 5 6 P A R T N E R 5 I N C ��s H o�i n w n�:m.� R o+a, s��i� z o 0 Mo��.�� v+�w c n e s o a e s.o�a o CONSUITANT /II\ ��`�� „ �j, ;. � .• ��' •;_:, . : ,� �� "�_ ; :r ��.___ � � ��: _,_,� •i�' ►,-.�wW��...r ',. iw�� t�•�YMWIMMIk �,I��,��;�Mw.:� REVISION PROJECTNO. 2z,�j�j9 DATE 08.30.2013 DF3AWN BY PC/fC SCALE 1/16'=1'-0' CHECKEDBY JF/RSCRNN MEZZANINE LEVEL PLAN jj 3.PROVIDE L1GHT BROOM FINISH OVER CONCRETE I�I W 1 ELASTOMERIC COATING. 7AL.O� 12'�1/2" 30'-0" O2013 KENNE7H RODRICUES 8 PARTNERS,INC. 9 � , �_ /-\ �C.65 � o � (V p � N �� C.33 �/ 0 4 q � (V �� <8.35 v � � (�/� /-1 <B.%Q \J 4 o � � N %, <B.39 - � 4 �\ � t A.03 � A q o � i� � � BUILDING BY OTHERS - 11.�44 12 13 14 14.34 320'-0" 16'-0" 9'-0' 12 @ 20'-0'=240' 20'-0' 9'-0' 16'-0" 9'-0' �r-e° s•-s•� i i i i i � i i i � i i 10.66 i i i i i i 9�'�� 3p= � ,,.45 � 2�'0• �� A3.01 12.30-� � 12.65 � i i i i i i i i i i i i i ��;p. i�� i i i _ ' 13.17 I - - t ?�4�3 N Ilryoa'��, I ( �I I I ( I I I 'L�A�� ( I I ( I I ( IIA�� / � 6,6� ?o,�� 1�3 14.03 STAIR#1& P I I' I � � �6' ELEV.#1 � ( I I 20:, �, I I I I oo, ' 14.90 i i � ' i i i i i i `L� .i , i i i i i i ?��p, I � ELASTOMERICCOATING �,�1 .// ' 16.56 ' OVER POUR STRIP,TYP. `ti � I I SEE 71A7.02 �, ' • ,�� 2p,9• �� I I op �,� / � 17.38 I ��' 0� •� ( I , $"9• ry� / / ',;g• I I I � I � I I I I I 1 1 � � � �J 0 � � � . 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' I �CLEARANCE BARRIER �� RAMP DN �P�P _ABOVE,SEE 21PKA7.01 _ , �'� 0 8•87 � I � ,��o \/ PROVIDE FLUSH OUT J BOX FOR I I ROVIDE FLUSH OUIT J BOX FO� i � i I FUTURE ACCESS CONTROLS ' � � � I I � � �FUTURE ACCESS CONTROLS � ' ' B.65 � z� � � � � o �, _�„�. �00 � �p0� I ��`� .0.�0 . �6`L ' � �00 � 0� . �p0 I � 6,�`� � �.�1 . p`L z �y o> �pp� ryo ��'j� ' ,1,0 I ryo �O , .�0 984j ,�,0 ,1,0 I , ry0 I rt,0 I�,O , rLO�` I I I A3.01 � - F. _ ry,� a9• �y o,� 1, � 0.0 0� ao �, o,� ..c. �6• ��09 �� - - e i i ��`� ryp`� i ��`j ��P ry0'j i `Lp^� i `LO'� i `L�'� i `L�'� ,`L�P I `Lp`� � I ��^� ,�,0 � � �,OC` 8.10 � � � m ( ' � I ( THICKENED SLAB I I ' � EDGE,TYP. SEE 9IA7.01,TYP. ( I - A 63> � II � II I _ v 1 I I I I I I I 1 1 I I I I 1 1 I � cD - - - - r - - _ - - ,� I I I � - A.32> � � � � v ^�^� a6• ,�"� ,�"� m _ �� I �� I I I� I I I ( �I I I �� I �I � I I � I i I ( �� ( ( I I I � 2p433 ELEV.tt4 _ i. - - - - - - - '^' STAIR#2 8 ELEV#2&#3 � BUILDING BY OTHERS A3.02 � � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E S 6 P A R T N E R 5 I N C ��5 N o r 1� W�i a m a n R o a d, 5 u i t e 2 0 0 M o u n t�i n V i e w . C A 6 5 0.9 6 5 0)0 0 CONSULTANT _, , �ii� �\ -��,.,_ „ -'/� °.: � Y �� ..�_ � -- ,F� ... - ; . _� � :r��: .�� :;., +_._, � :, _�_�. � ■1'-. . � .nrr.. ,'. 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I I A 63> o I �� Q N I I 176 PARKING STALLS I I � � i i i i i i i i i i i i i i i i �1 <B.39 � 4 �\ N �A.03 � A � 6 BICYCLE PARKING 'STALLS IN STORAGE ROOM � � � BUILDING BY OTHERS - I I � ( � . - - - - r - - - - ,� _ I ' - ' A.32> � 6 I• I � I • m ��6 ( � I I I ��9 � I I ( ,( I I I I �^�66 I ' I ( I � ( , I I '�1y66 I I I I I I ( I � I� 2�SSS ELEV.#4 � � - - - - - ° STAIR#2& ELEV#2 8#3 BUILDING BY OTHERS AA � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � R K E N N E T H F O D R I G U E 5 8 P A R T N E R 5 I N C �es Ho��n wn�.m.� aoaa. s�+ia zoo M o u n t e i n V i e w G A B 5 0 9 0 5 0 I 0 0 CONSULTANT ___,\� �II� �/,� ',; „ ��` . �,:.. �� ,_,, � ■ � r r . �. � i . 5;�:��-j� �' �.,�,��_�....� ��; ...■'�i�i� ■ ��M��a i I� ��:�M�w: J REVISION PROJECTNO. 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II.�. ��:II .-� � _ � �� ?- =?�� --�� =? �,. ;,= . -- -- — _ ---- — --- -- –-- – — ---- --- �y �___ �__ n■ �I/�\1� ■■ ■�■�d ■�■ -�i d ' � ' ��: ■�■ ■�■ �:,, _ _- :: ��:� �n_�1�__i�i ii�_ _�— � , 1 \ ��,�� \ ��s� ,_ _ � aa�o�w�a��wa� \\ �b�.��wure ��,�oMa�roa■, ��ou,u�wu � •aao�s \��uc�s��ra�wl■��1 \�v001111�NtN11Ql�IIR RIOIri �1.FlOt iP■��lINI�ON�If.1� WEST ELEVATION �"""` '��' ec�e v�■� Z � z s� a 4 � e � e � w �� u » u u w n MAI N STRE ET CUPERTINO STEVENS CREEK(�FINCH CUPERTINO,CA ASA SUBMITTAL MAIN$TREET CUPERTMIO �RE�311TOR�LLC Z00 RED'VNOOD 8HORE8 PKWY�$TE Z�ii R�W�OOD CRY. G W0�6 � c�rrar■ •��RI�Y�� r��tr�� . �s� r�r�� ruu�. •u�. ••��• ��• r��i■ Y1�• . •A �s�.r��.�r�• EO�LTAMr , �II� �� ` „ � /� ••_ � - - � �:,�'�r- _ �_r.�..�.�,� , �- .: . �_.,......� .,,:: �_.��.:_ . , .. . _ . . . . . . . _ . . , . .. ., . . _ . . : . � . SOUTH ELEVATION � � ��•� 7A3.02 �.u�ura�aoos�arw�aue�a�caa�r.s wwiaiew�ataaMaioia O s.�s.sn��mww�..wwn.a.a ■ n^ae +a +4.^io um �in �a.��xao �� NORTHEAST ELEVATION � M'Jlt!1MIr•1'� .� . . . . � , . . , . , c � i -�_ � � �,��.�..��...a� s�iaie�a�MOna MAIN STREET CUPERTINO STEVENS CREEK�FINCH CUPERTINO.CA ASA SUBMITTAL ��«,� ,�►�,� ��.�� REDWOOD CRY. G 04006 � R�NMlTN •��1��/� f �AAT��/• Irt. �� ••.�� wu��• ■��. •.��• a�• r•..�.i• •u.. •• •��.��.�►�• oO�TlI1R �- �� ''L�j � \/ �, ....:�� :: � - _, :� ;: , �r. _ ��: _,-,� ; �=-.-�-��_ � ■��= - ��::� ,�.; .+_.r��-� � �� ,. oe.ao�o�s p11wIN w qM/ yII�M a�a awow� �� ELEVAT10N8 7A3.03 �o �.,...�,�..�..,�..�.p. . L ��.,, �� ,, �� A ' A40 r 81 (C ! ; D �% �,% �,,� � ' r;� T�RANSVERSE SECTION 2 � �' �2.3 3 � ( 5 . �� i � �� 1� �.j `�/ , � i i j , ; l� I � � I � ;� � I ��. 9 �� % I ;10 ; SEE SPECFICATIONS i� i� ; 11 ; 11.44 12 V v ,�� i _ FIFTM L� 238'-0' _FWRT� ��-,� _ Lf+�toto�v�� 215-8' sECONO��_r 20l'-4'v !-�1:►� � � � � GROUNDLEVEL� El.VARIES fBASEMENTLEVEI� EL.VARIES �BA3�EM LE�E�� El.VARIE3 :� '\�� i I I ��\, ,!� ,� 1� 14.31 i 15 '� : 18 v `1i � � i I ! ,-� ; 17 : �✓' _ fIfTH LEV�_I'1 23fi'-0'V _ F '�,-,`�-� _ nu�o��_� z,s-s� _ sECOHO� ��_4. _ MEIZANMIE LEVEL� 193'•0' GROUNDLEVEI� EL.vARIEs ST BASEMENT LEVEL� EL.VARIES No s��rrr�� EL VARIES RD BASEA�NT LEVEI� EL.VAFtIES v i....... ��.��...�....�._� V14L/YRI IVW�IMN •�v�a.�. 1. THE LEVEI ELEVATIONS SFiOWN ARE FOR�NCE ONLY.SEE PUWS FOR GRADE EIEVATIONS. LONGITUDINAL SECTION �. ��.��F��,��°"`E � 3. �F��F�� SCALE: 1116'a 1'-0' �� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K F N M F T H N fh(1 R I G L F S A �A P I N F R S 'M C �1 S N o r 1 h W h i�T�n R o�d. 9 u��e 2 0 0 u o U n t a i n y i s w C A e 5 0 B 6 5 0 ]o 0 CONSUITANf s��a/�y��ti J w�wV��.%` ~,•�`~ �1��% `��W C12.818 i *;�63015�j* N��. .��$ CAL _- %�� L�� / /� .;. ■' �i;�:� �� _ i � 1�_��':;;��;� -•,••••. �''' � � � � � , I �� , ...�_+�. �. . �• REViSiON �o.�cr r�o. 22.559 �� 09.262013 ORAWN BY TC $G1LE tit6"•1'-0' CMECKED BY JFIRSGRIM BUILDING SECTIONS 7A3.04 O2073 KENNETH RODRIGUES 8 PARTNERS.tNC. � A.32 � CRASH RAII �= s�:===______:______ I� - �i► � `,�� ' /` � ; ��` I— ,;;; I ' :_::li � - � � ■ _ � � _ � ^'` . � :�:: ";s`�c. � �.■� �� _ .��. . ,� ��•�• a� � A.63 Y � �. a FIFTH IEVEI_� —�— 236'-0'V m � _ r-a��r+�� ' 725-10' —� DEC �DECARATNE FOAM 8 FQA E�S FEATUF�APPL�D FEIt TO CONC.COI. APP COr ' ��L�_� ' 215'-8'V � i. RAN ' 2l � 193'-0'V : �� pEtAitATIVE LIGH'f FiXTURE f a 1 'e UGF� 1 � ` — �I1RIEg V ,e�x,e�sTOr�Tx.F FIN.TYP. � � OOOR SCF�DUIE T1LE fq�1.TYP. �ECORATIVE OAM i E�S EI111JRE �PPLIED TO �� 1E�OFt�TIVE JGFR :IXTUFiE MAIN STREET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 t .�vE� �-o�� K E N N E T H R O b R 1 G U E S { V A N i N F H S i N C 1�y N o r t� W h i t m�n a o.e, a u�t• t 0 0 M e u n t a i n V��r C A E S 0 •!5 0 7 U 0 r S-10' coNSUr�rir ��`?.�A�'S'i C3;��'�i•~,�'�` v''�C12.818'-:� *L�B 30 1S TJ* N�•�'•w.. �•� � ��`1� �is•� �� r � \ � � _- �� L�� \� !� �._ ■� -�� -�� _ �� :I � � ; ,_,i_��._.,., � � - ,.��-.. j , ■�:,.s�sN��.■.' :: REViSWN I L,EVE�� iA1�ES ��T� 22.559 �� 09.26.2013 CI�CKED B� �� ENLARGED ELEVATIONS � NOTE:TFIE LEVEI.EIEVAT10N3 SFIOVM!11RE FOR REFERENCE ONLY. SEE PLANS FOR GRADE ELEVATIONS. 7A3.05 ENLARGED ELEVATION 3 ENLARGED ELEVATION 2 ENLARGED ELEVATION � SCALE: 3l18'=1'-0' SGLE: 3I16'=1'-0" SG1l.E: 3116'=1'-0' O2013 KENNETM RODRIGUES 6 PhRTNERS,tNC. ,,5�, .-4�, ;3•. ,..,�'� �-...�� \��/� NOTE:AT ALL LOCATfONS OF PLASTERlFRAMINO BUILD- OUT OVER A CRASHWALL.PROVIDE CON7. COMPRESSION-FIT SEALANT(EMSEAL}AT HORIZONTAL AND VERTICAL GAPS BETWEEN CRASHWALL 8 COIUMN (GRWND,MEZZ,AND 2ND LEVELS) DECARATIVE � FOAM&EIFS FEATURE IED APPLIED TO CONC.COL. 18'X18' STONE TILE - FIN.TYP. .,, : , . _ . , , _, . , 1.85 2.,�2.1, 2.3 J �2.85 I 2.92 3 ,.� ��„ .( ,. , SCREENS,SEE A5.03 AND A9.10 �Er� I'•9" _vE__V >•o' =VE� 10' EVE� 5'•8' ISION JT, P. fP. SIGN �EM SEE A5.02 EVE_/1 4'•a•t1 41A9.07 :T1LE FINISH,TYP SYSTEM E_VE�� 3'-� MAIN STREET CU PERTI N4 STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY.STE 200 REDWOOD CIT� C,A 94Qr� � N 1 N\I 1�1 �<n��k��..1'. .. ..i.�'��i... �.-. �.s n��,, wn„mo, vo.e s�,..e aoo u„.��... , �i ,. . �• . , .. - ,. �. .. . .. n CCNSIIITANT 5�A�y� �.v�;�rP R��`�n a �E�6130815 pT'� N°• a`•�� ••. 9'••,. ��F CA�-1�� __ %II� �• � „ -/� '�: �� ..�_, � �� - -_�.�_ -.-,+�r � �- � �-�� ■ �:� � �-..�••.•. ��.. r..�.�iL : FiL`J SICN EVE� RIES �c�ecr r,o 22.559 cnTE 09.26.2013 DRAW"iBY -C SCALE �'�6''"�" CHECKEC 8`� :=1RSCTiNN ENLARGED ELEVATIONS NOTE:ThIE LEVEL ELEVATIONS SFIOWN ARE FOR REFERENCE ONLY. SEE PLANS FOR GRADE ELEVATIONS. ENLARGED ELEVATION 3 ENLARGED ELEVATION 2 ENLARGED ELEVATION � 7A3.06 SCALE: 3li6'=1'-0" SCALE: 3116'=1'-0' SCALE: 3116'=1'-0' O2D'3 KENNETH R�DRIGUES A PARTNERS.INC. � �'�•.��;-)•2,��'�,1:W!.;��.��:t��~•'�•, ��•;�Z i r,r` ti��.:•� �.:�•••.j�,�=;n.:' .st�•4-J�•. `�'� ��jyt•'v'��d1�fs�:t}r',..l.I'•i)��1��,Q.1 .TK'.t. 5�.�'�.f'�i �.�`re•:},.r, �•:`jtr"S y�\�....��_..��'; �� :�'.:,��f �l.y.��s•. 1r• •��i��`�.:•'r f�•M:t�+ r� •%�;�i a'.�r.. •i ••�..• y • �� '�� r��:;� z 4��h. G• ��M �••��.�:,�tr �� .. �. t -n' ,�R. ',�.�,y•f'S'A':.t-�;-"S+•'ib+a�:ti'.�,�.;:'�'•�.,,.•; •; .•J•• 'l..�ti^�I�,d••';' .4..��.�i' vl.• �1�y�.'}�?.'j�Mr. ..;.;�;•"'�i �:�s �e, •• ,•r.'�••:�J; :s �-.*', �''��i.f'�i �••�i•'ti r�� :� .�I;�� ;�::'�•',; �' Nrt r�`-�f �.�.... ��+ �i .!ti+� �:!;ir �•;'�ti •..� s ,w;•� ;• ;. .; �1l�0 �l�Ifl/�V. � � ��NLM1! � ,-. I I I �� PANEL PLAN DTL(�COLUMN •c�e r•r� V1RE�.�BP/�7�IR �� 0 w� � � JIAIN STREET CU PERTI NO TEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC I REDWOOD SHORES PKWY,STE Z00 REDWOOD CITY. CA 94065 KiMMiTM IIOORI�Yf� \ •ARTMfR• IM�. t 1� M�r 1� M�1��• 11��. ��1 1• !�• Y��t�l• YI�� . O A �{�.��f.•1•• ,�..a...,�,�.�.. N0.1MA�Iwi wi�00 OIVQNO.G NMf NID�IlCT N0. 1� OMMYNn M� aer��n a.r Ut(:VKA I 1Vt RAILING ELEVATION b DETAILS DECQRATNE SCREEN ELEVATION 3 """""'� DECORATNE PANEL(HEAD&SILL) � �j� ��1'�1� �t r�� O ao+s�m«tn+�oowaasar�+►as.�c ,�; ,_ ,�_ - . A 8 � C 0 �--_--_------- _--- s�wEOe�evarroN -.._------------� j EAST ELEVATION 2 SCALE: 1115=t'-0' _ _ _ fIFTMIEVEL__t� 54'.4•lI _ � _ _ f0i1RTH tEVEI_� �y.�.1 - —. — TNIRO LEVEL� 34'•0' __ _ SECOND LEVEL_� �'-tl' _ _MEZZANINE LEVEL� it,a.�.) _ _ _ GROUNDLEVEL� ELEV VARtES .i�` ^� i�-. :. ..,,\ ...., . ., .i.., .-.,,. �--,..., -. ,.� i�`•., ./`,, ,..^, ., ,�..\ ,i�., �-��. 17 15� 14.31�l 14 I�13� (12' 11 44 11 ' (10 9 ' l 8 , 7 i - 8 � 5 ! 1 3 2.3. l 2) 1 ,Y ,.�. _ �✓ .�.� _ V; ��, J J .�. ` J ;. �y� .� , � � � �. NORTH ELEVATION � SCALE: 1/18'=1'-0' FtFTH LEYEL — �.�. _FOURTH LEVEI �•-r_ _ TNIRO LEVEI 34,0. SECOriD LEVEL — — 27-&.- b1EIlANiNE LEVEI it.4. GROUNDLEVEL ELEV.VARIES SiGN NOTE:THE LEVEL ELEVATIONS SHOWN P�RE fOR REFERENCE OI�Y. SEE PLAN3 FOR GRADE ELEVATIONS. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 R E 4 M E T M R O 0 R I G ll E 5 6 f�R-N E R 5 I ti C. ..s w o r i n w n�.m.� a o.c. s„�i. .o 0 M o u^t�i� Y i n r . C� fl 5 0.Y E�.0 1 0 0 ��:�.�,. AlarMd� kvine � . �U6�Vly@IBti SBR81l1BI1(O Arer:eeeNe�Eng rree!r.ng r Cn�sulanp ,zo,�ar�na v�.v.,way s�ae,00�w„na�ca sa.,o, TeMeptione 510 479 0300 Fe:St0 473 0310 �9��i v�J N��YT�.� n � 1 � 7 * NO.C-30719 * � 03/31/13 � -�`9�.� `fo,��F�` �.?� �'CA��F �� '� ��` �. ■� --_..�� :�_ : �;;, � --- --. � :, �� .� - -� : :__..._ �-�t_... ,r:;;�.,.��,•:.:::: REVISION PROJECT NO. 7273! DATE 104Z/12 or�wrrer re scue �ne-=r� CFECKED BY JFR15fiiMN COLOR EXTERIOR ELEVATIONS GARAGE 7C1 .0 IO 2012 KEMIETH ROORK�UES 6 PARTNERS,INC. Q NC?E .D\ , , , C; �: ,� � ,.. . ;. , . � B\ �A �AA. 8B, CC i DD EE I�FF GG � -/ � �_� �. ��',/ \ / i � � , i, rccvcra unc WEST ELEVATION 2 sc,�: u,s�=,�.o� ___ _ FiFTH LEVEL _�,.,. _...-.- -- --.--FOURr►i�eve� aa��r _ _ iHIRp LEVEI �� O. SECONDLEVEL 22'-8' ___ _ MEZZA.NME LEVEI_ tt,-4• __.. .— ---GROUND LEvEI_ ELEV VARtES � �... �.._ _.. _ � ._ ,. , �� 1. 2 2.3� � 3 ��4� 5 �6� �'7��' ' 8� ? 9 10� 11 �� I 12'� ; 13 '�� 14� 15 ' 17 '� � ��-. . J v :�� .- �/ �. .`� ..�-i �y� �,� � � � � I � I I , 1. , , ! � , SOUTH ELEVATION sca�: u,s�=,�-0• � NOTE:THE IEVEI EIEVATIONS SHOY1'N ARE fOR REFERENCE ONIY. SEE PLANS FOR GRADE ELEVATIONS. _ TOP�PARAPET 71'-$' FlfTfi LEVEI — ---- - �, 4. fOURTk LEVEL - —--- —�. ?:- THIRD LEVfI � _�•.p- _ SECONDLEVEL 27-8' MEZZAN�!iE EEVEL — — ".,d. _ GROUNOIEVEI EIEV VARIES MAIN STREET CUPERTINO STEVENS CREEK @ F1NCH CUPERTINO,CA SAND HILL PROPERTY COMPANY 203 REDWOOO SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R R E N N f 1 N X O D R�.A U F 3 6 V R P'M f p 9 1�f, t�5 M o�I n W n�i�w�n R o a d , 5 u i 1• 7 0 0 N o�n t�1 n v i�. C A P 5�.B!5 C �0 0 cans�tan, �u•m.e. xvne � . Los Anpalee Sarta�neMo Nchneawe�Fngineerir,g I Cor�si�llug 12(N Wnn�VMg�PNkwy SuM 100 Nan�.CA 9�501 T�kplqns 510173 0300 f u 510��7 0.310 �"�� c��N NM��yYT��'� � � � � * NO G30719 * � 03/31/13 �. 9�� ti �� CA��F ��:_ !. �� ,;, �� ..��'� ,.�� :��r- -! �-- - ■,'�.■"".."`-�-^�....,�! � �; �!��;..i�: REViS10N PROJECT NO. 12738 OATE 10l7tn2 DRAIMN BY TC $CALE 1//8'�t'-0' CHECKEDBV JFIRSCIRNN COLOR EXTERIOR ELEVATIONS GARAGE 7C1 . 1 � � � /"\ 17.38; i �\ �-.� =� '�'- �1 !�, �16.31; 14.� I14.03; '13.1� �72.85 �2.30j 11.45i �v,� .��/ `.„ _ ✓" � �0.57! NORTHEAST ELEVATION � SCALE: 1116'=1'-0' croNCRE�cRas►+wau NOTE:THE IEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY. 5EE PLANS FOR GRADE ELEVATIONS. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 Ii RE h N!1 M NOOR Gu[S 6 F�N�N!4 S IM1 t: ��5 N a.1 H W�i�w�n R a e a. 5 u�i t• ]0 0 4o u n 1�Ir 'Jl�r C 11 6 S a ?E 5 C /f..9 Cp19VLlAh1 � Ilvine � . Las14peMs Savwre�Eo MA�iteave�Engi�+eenn3:ConsW4nq t201 Nanna V�spe MrMY SWM 700 Ne��atls.G 9�50� Tsl�plwie 510�73 0300 FaM 510173 03t 0 e5E°^R�r� r �J N."nN�F°� � !T y9 * NO.C-30719 *. � 03/31/13 � 9 "EwhK '�'� TF�CA``��' �nuv � �_ �v'� �J �-1 � ° � �� PLAN CHECK SUBMITTAL ViiOJECT NO. 12736 w� �onz+s DRAVYN BV TC SCALE tI1B'�1'-0' GffCKED 8Y AFI�iSCrRNN COLOR � EXTERIOR ELEVATfONS GARAGE 7C1 .2 �O Z(N21�lNETH RODRIGUES 8 PARfNERS.INC. l . • STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y Y A P ■ ■ DBFBRRBD SUBYITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2. FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR'PLACEHOLDER PURPOSES'AND REQUIRE A SEPARATE MASTER SIGN PROGRAM OFFICE 1 ■ P R 0 J B C T T B A Y ■ 0 W N E R/ D E V E L 0 P E R MAIN STREET CUPERTINO ACGREGATOR 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H 1 T E C T KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H O T E L A R C H I T E C T D�AB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V I L E N G I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCArE ARCHITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich Street San Francisco,CA. 94111 P A R K i N C 0 A R A C f E N 0 1 N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • PLANNING PBBI� IT FILB N0 . • APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-200&-01),ARCHITECTURAL AND SITE APPROVAL(ASA-2008-06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S g B B T I N D � Y ■ �Q,Q COVER SHEET ��,� SETBACKS PLAN/SECTIONS @ VALLCO PARKWAY OFFICE 1 �,Q ELEVATIONS OFFICE 1 �,� ELEVATIONS OFFICE 1 �.Q FIRST LEVEL FLOOR PLAN OFFICE 1 �,� SECOND LEVEL FLOOR PLAN OFFICE 1 �,2 THIRD LEVEL FLOOR PLAN OFFICE 1 �,j,3 FOURTH LEVEL FLOOR PLAN OFFICE 1 �4,Q ROOF PLAN AND SECTION OFFICE t 8AS.0 FLOOR AREA CALCULATIONS OFFICE 1 ��,0 COLOR ELEVATIONS OFFICE 1 ��,� COLOR ELEVATIONS OFFICE 1 • SCOPB OF TORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A 129,898 SF NEW OFFICE SHELL BUILDING THAT INCLUDES 1,614 SF OF RETAIL.THE RETAIL IN THE OFFICE BUILDING WILL BE LOCATED AT THE GROUND LEVEL AND ARE INTENDED TO BE AMENITIES FOR THE OFFICE USER(S).EACH OFFICE WILL HAVE A SMALL RETAIL/ACTIVITY SPACE TO SUPPORT CAFE,RETAIL,MARKETPLACE WITH TO-GO-FOOD,OR EXERCISE FACILITY.THOSE AREAS WILL SERVICE THE OFFICE TENANTS ONLY BECAUSE OF THE SENSITIVITY BY OFFICE TENANTS TO OPERATING IN A SECURE AND CONTROLLEO ENVIRONMENT. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 6.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA S U B M I TTA L MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R S 1 N C. ..5 N o r�n w n I.m.n rs o e e, s u I t. z o 0 M o u n 1�I n V 1�r . G A 6 5 0.9 6 5.0 7 0 0 CONSULTANT �aS�A R��S'i �V�ll:'P,R�US'/��'••�'C�C� .ct' �`',1 "��c�2,s�e T`; *E�6•30•15 * N�. �',Q � '.� 9'••., �C�F CA��F /il� ��, „ �� ► • :' 1 �f �s ��'�i� —rt� �.«...-.�...... � r■ • • ''I'� �� REVISION aRaecT No. 22,559 DATE 12.13.13 DRAWN BY SCALE CHECKED BY OFFICE 1 COVER SHEET 8A0.0 O2013 KENNETH RODRIGUES d PARTNERS,INC. �+240.4' s`.E��E�+s ccEE�e.vn ___-_ +180.4' �T.O.0 ------- s�EVEr+s catEK eivo C � VALL�;U rHt�KwH Y �t� i i��v H i �r r i�t i 1/8"= 1'-0" 248'-0� -240.2'� � t237.� AlLGO PMNY CURB ANO GUTIER �173.7' T.O.� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R I G U E 5 8 V�R T N E R 5 I N C. d 1 5 N O r 1� W�I a m s n P 0 B C. 5 U I t! 2 0 0 M o u n 1 a I n V I s w . C A 8 5 0.9 6 5.0 ]0 0 CONSULTANT �`'��ARC'�'i ��li;•P ROUPi •'•I'fn ~�� '•�� '�"C12,818 T? �i�6•30•15�.i* N�,��' :ti 9�•.. .��-�' �F CAL�F _ �II� � �/ � , � ..��. ■i .;.-�� ': :�..._ Er 1 �:r��__•r,�. --�� ■,,.. . ....... � ��L,::..-..: .: REVISION 12.26.12 RESPONSE TO PLANNING DEPARTMENT COMMENTS PROJECT NO. L2,rjrj9 DATE 12.13.13 DRAWN BY SCALE �"=3O' CHECKED 8V SITE SETBACKS VALLCO PARKWAY 8A1 . 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. SHEET KEYNOTES-OFFICE I � TWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS aSTANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS 7/8'EXTERIOR CEMENT PLASTER SYSTEM � 2 3 4 �J 6 7 8 9 �� 2 3 OVER EXTERIOR SHEATHING AND METAL FRAMING R1 T P1 T S'I RZ � HORIZONTAL T8G IPE BOARD SIDING OVER � 4 SEEESTiRUCTURAL DRAWINGSETAL FRAMING, 22 7 1 20 3 20 5 4 17 8 6 5 7 2 22 9 22 I I I I I I I I I I a OARK BRONZE ANODIZED ALUMINUM I I I I STOREFRONT SYSTEM WITH CLEAR GLAZING I I ( ( I I I � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4&A6.5 � � � � I I � � � � a GFRC TRIM +6$'-0" � � � � � � CEMENT PLASTER EXPANSION JOINT I I � _-_�_+60'-0" a METAL GUTTER AND SCUPPER-RUN RWL IN . *�s 9 o WALL TO CONNECT TO STORM DRAIN SYSTEM o - . �� OVERFLOW DRAIN TO DAYLIGNT AT BOTfOM OF y•: �. . � ' • ' � �^ WALL p ---- - �, ' � ' .'�,ii ' ., .,.'... ...,, . N � a . .�• .,•. x��.;� �"� � ��`. � • �� DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL ^ �....,� ; :M N. � 1 1• 1, ,• �•' ; ' � �: . . � � .'� � _ DRAWINGS --�----- .,, . ., ' . . ` �`'.•� �'; •. �• .t•. p�p; ;•.'L:••, � ~�•.. �: : ---�---- ,12 KNOX 80X SYSTEM(KEY BOX)LOCATE PER FIRE : ' � ; : ' • +41'0" .�::.� � _. � • . • ._ •� •, ,j� ... - � !., .'• ! ' • ::. ;M:��}' � �.>t ' � •. ' ' � � �'� � PREVENTION BUREAU REQUIREMENTS -------- .. . . • . : � • • r • ' M•�... . .v • �� . . . , � � 0 0 ' , • �. • .f•` . : ,.": w'q. �... 1: ' - . • ',.~. 1 ��, . , .: i � • t •, ; ., . . . . - _ ..:.. � '•::;'...� . •'..':..:.`.. � � �:•� •< �., •N N•.. .,� • y �3 6"X6'ACCESSIBILITY WINDOW DECAL N f� . � �Y.. �1. . ��Y' t2%�'6_ �i�� '�°i -'-"-"- ❑ LINE OF ROOF DRAtNS AND OVERFI.OW DRAINS � � `• .�,��►.• • � . 14 BEYOND '`• '. : N � �• ' •�u•• t Y:� � 1 ,' �5 DECORATIVE METAL GUARD RAIL n --------- �-Y� � : `,A�."'�•. s � .. '� +14'-0" �'' • •� ',. . .1 ' ' ' ��'� N p� �� ,�� ' i '---'-- DREL GLASS SET IN DARK RONZE - t ._ � ' .',�n.• �. �. . • �'<...... �. SPAN B - �j... j :�. ,��.. :•� .. � .' `.. ,.._ �..• �:.� ''� '..�: ANODIZED ALUMINUM FRAMES . . . , � . �'.,� .a : • . ... . . . --------- • . , .. .• ::. . • . . � .�.: . .�.. '•. �:�; '' 16 o i�•�. � Y • ',� + � ' ;, , � � �� STEEL TRELLIS WITH PAINTED FINISH 1..• � . M O 1 : . .�•�• 1 • ♦. •1. .NI � 1:.. � } •M • •`••�' � , . 1. .1 O'�• �$ DARK BRONZE ANODIZED ALUMINUM CURTAINWALL FENESTRATION SYSTEM W/CLEAR 14 1 O 4 S 1 18 13 11 1 S S 14 T 20 Gv�zING a SPANDREL GtASS �9 METAL COLUMN COVER 20 PRECAST CONCRETE SILL-SLOPED TO DRAIN STOREFRONT DOOR WITH SPANDREL GLASS SET OFFICE 1 SOUTH ELEVATION ��6" '� 21 INDARKBRONZEANODIZEDALUMINUMFRAMES 22 CEMENT PLASTER 2'REVEAL JOINT yQ�; TlE IIOOf VEIi1lAT10N M'IEII 6 BASED UPON PROOUC75 Of 01NCa'1 IiG TOLL FREE AT 23 SE LANDSCAPE DWGS FOR PLANT MATERIAL en-�4-o�4 at www.aw�cw.cow 24 TRASH ENCLOSURE-SEE DETAIL 2/A3.0 �ppqplN7E yp(IS wflH pQQF 7rE MAMIFACI{�IER 2-?iCE'$' a STEEL FRAME W/SPACED IPE WOOO BOARDS, TO NSURE PtiOPER FINICtIONING OF vENf SY51EY r qAT ROOF 1N.E 25 ��m�� STAINED TO MATCH IPE T&G BOARD SIDING pF f�OF 11tES / 26 GAS METERS BEYOND,PAINTED TO MATCH O�S��r BUILDING COLOR. (�) H G F E D C B A R2 P1 R1 T P1 2 � 4 5 15 3 7 1 20 9 3 I � ..-- MAND CUP �� %��_�� 22 � I COLOR& MATERIALS LEGEND I I PA NT 1:DUNN-EDWARDS#DE5268'SUNDOWN" wE►lR�wE(�) I I I I P� � I I o1w�'s�r vExr � I O (�� 1 110�DECK � � I I I WOOD STAIN:OLYMPIC SEMI-TRANSPARENT ` �� I ( +sS�-0_ S1 •BRICK RED' N�IRE 1E3H �� 0�� I ____ +60�-0" R� CLAY TILE ROOF:U.S.TILE TWO-PIECE MISSION �Eqpf � • : _ _ _ _____ TILE,COLOR:'EL CAMINO BLEND' , +54�-6� STANDING SEAM METAL ROOF:BERRIDGE p ' '— �'CHAMPAGNE' SFrTInN THROUGH VENT O HIGH POINT OF GLAY TILE ROOF � ----"—"— �� . ` � � Y � . -* PRECAST:VENTURA CAST STONE"LIMESTONE", - � � '' •i; ,�� .:' �.��+ �SMOOTH FINISH N � � —'—'_'_" _+,i' �� `� '•j +4��-0� - ---- .�, • . . ° ' ' - . . _....._.. '. - - •,=' — --- , • _.__ •:• . .t `:a_. � _______ � �'� �� ,s GENERAL NOTES �: ,. ln 1� 'J'•. ''. 1•'. : .j,: ' ��liis fa'1-P�'�s'1�s�or�nE' ____.—'_ ._i .:..r..� . �.1 ...�.. : COPPER�a oi � '_•:� �a:• • � .' " 7 +27,�, 1. NOT ALL NOTES APPLY TO THIS SHEET tAG1E AT HCH POrli Of 1�ROOfS.EnlMl1Y ic `( •i'` ' i.. :. -- -- SPACED AIO N QUANtiTi3 N COIpLMNCE MIH CBC - ..:�.;' .,.�.:•,•••.: ••' . ..� AREI�S. SEE CALCIMTpNS ON 9EEf3 -A10 Al.]. 0'FMG�1'S SECOPOAIl1'VEM N Q ------ :� ��••;- '� •:, • ��i.•�� ,• :�.s�', .:• _ _ __ . ...• •: . .. � , . . . . •. . ... i�% � . 1� 1' ..,• y ,• 1• �. ,.. "�'�' '�' ' ': s . J �' " . .... •' ' _'_'_ � •:• • �• ..• �� .�. . '. . J' �.� '�. .•�• �l. t�4,'�• 4 �� '.'.f• •� •r .� • . . M ,�:. 4 / �� o -------- :�� ` :, ,�. �) � �o �� i o�-o° 20 T 8 4 16 21 23 26 25 24 CROSS SECTION THROUGH TILE VENT @ OFFICE 1 ONLY s� TILE ROOF VENTING DETAIL 3• 3 OFFICE 1 EAST ELEVATION ��16' 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T M R O D R I G U E 5 8 P�R T N E R 5 I N C. I�5 N o r t n w n I s m�n R o a e . 3 u I 1 e 2 0 0 M o u n t�I n V i�r . C� 6 5 0.A 8 5.0]0 0 CONSULTANT ��i.�P��2'y��F �`'i.CZ' �•.C� a ��"'C12,818 T: *E�6•30•15 * N�. �',Q �'•, 9'••., �OF CA��F� - �� . �• � „ � -l� =.: _ �� :; � �r� -- �7.�. -�-,� i �—_-�!�"""�""'"`..t...,.....� ■�!;; �■r�i►!::.:: REVISION PROJECT NO. �IL,�J�J9 DATE 12.13.13 DRAWNBV scn�e AS SHOWN CHECKED BY ELEVATIONS OFFICE 1 8A2.0 O2013 KENNETH RODRIGUES d PARTNERS,INC. _ SHEET KEYNOTES -OFFICE aTWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURA�DRAWINGS Z STANDING SEAM METAL ROOFING OVER METAL 'I 2 'I� �O J S % F) 5 4 3 2 � FRAMING,SEE STRUCTURAL DRAWINGS � 7/8'EXTERIOR CEMENT PLASTER SYSTEM ', OVER EXTERIOR SHEATHING AND METAL P1 R1 S1 P1 R2 F�'4"'�"c HORIZONTAL T8G IPE BOARD SIDING OVER 3 I 5 1 4 5 3 2 16 7 22 15 9 4 EXTERIOR SHEATHING AND METAL FRAMING, ( I I I I I I I I I I SEE STRUCTURAL DRAWINGS I I I I I I I I I I I � DARK BRONZE ANODIZED ALUMINUM 5 STOREFRONT SYSTEM WITH CLEAR GLAZING I I I I I I I I � �� a METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4 8 A6.5 ( - - ----- ------- ---------------------------- ----------- --- ---------�68�_�. D GFRC TRIM +6��-�� $ CEMENT PLASTER EXPANSION JOINT � --'—'---- --- I --- ------------- � �i METAL GUTTER AND SCUPPER-RUN RWL IN � a WALL TO CONNECT TO STORM DRAIN SYSTEM '' • �: . . . . .. ,.. 22 o, o -.',•: �'•': •i:. •F. •, _ ;F' ,�, ' `�, �Q OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF N � .�.. � WALL '.. ..:,' . .. ... '�' , . --------- �• ;�.� , . ... .. : . � � :i:.�. .°�; - .... . :.. ... .. . . ., .. :.:�,: ` ,�.i..• :-. .-... . ,.,::.•:.. :; , '..• '� _,• _.'�.• .• �'.�----------- 11 DRAWNGS E LIGHT FIXTUR, EE ELECTRICAL _� .• .. :. .r....•_ , ,•. •_ . . ...• •a• . . .'�:�� . ,.,. :.�.:r.. ...� E S +4�'Q" � a KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE 0 0 '..ti•�:• ' ' .�'� �g 12 PREVENTION BUREAU REQUIREMENTS . . .. - - . ... . . . N I� " ` [ . .•. :•� • '_'_'_'_' " • . ,, •1 1:... 'J' 1 `��. +2]�_6. - :: .�, .. •♦ .a `� . a- �. .'�- ------- 13 6"X6"ACCESSIBILITY WINDOW DECAL cD .. •. 4.. ;. .. , :a.. , j,� '. , . . , . �•• .�� _.� _ .•y.� . . .,. ..r, g o , •� .i• •�t,. :•r � LINE OF ROOF DRAINS AND OVERFLOW DRAINS o -------- � 'r .� �' : a '• .i,.�. :'.�;.: ...i 14 BEYONO `� i� �' �� .."�; ' . . ..,. . •� , 22 --------- - - ''•�s '�• '..•�_.•� . ' ,1: ` �'�..; �.`` � �: .� +14�-0" DECORATIVE METAL GUARD RAII :` , _ ..•. .. .. ' ;^;, �ri. --------- 15 _� � • � .... . t•, ..•.�•. . . ''j.�*' M,' �� ' , � a �� . SPANDREL GLASS SET IN DARK BRONZE 'n:: �� ,:u�r w• •,1, :•i 16 Q +�+ y ��•p:•'�` . � .�� ,,� a ANODIZED ALUMINUM FRAMES .1' M•V � 't � ' .� � ' �: �•11 K'� ..1 ♦n , '>,'i • Y' ':N .•q ' •a'• ''�t'`. O�-O" 17 STEEL TRELLIS WITH PAINTED FINISH �8 DARK BRONZE ANODIZED ALUMINUM CURTAINWALL FENESTRATION SYSTEM WI CLEAR 24 Z5 ZB 7 l4 'IO 'I8 'I4 2O 19 Z'I 16 @ OFFICE 1 23 GLAZING$SPANDREL GLASS S'I P� T ONLY �9 METAL COLUMN COVER 20 PRECAST CONCRETE SILL-SLOPED TO DRAIN STOREFRONT DOOR WITH SPANDREL GLASS SET OFFICE 1 NORTH ELEVATION ��6" '� 21 INDARKBRONZEANODIZEDALUMINUMFRAMES 22 CEMENT PLASTER 2"REVEAL JOINT 23 TRANSFORMER-SCREEN WITHLANDSCAPE- SEE LANDSCAPE DWGS FOR PU1NT MATERIAL 24 TRASH ENCLOSURE-SEE DETAIL 2/A3.0 ZS STEEI FRAME W!SPACED IPE WOOD BOARDS, STAINED TO MATCH IPE T8G BOARD SIDING 26 GAS METERS BEYOND,PAINTED TO MATCH BUILDING COLOR. A B C D E F G H P1 S1 R1 P1 T R1 � I 15 3 4 1 3 20 5 7 1 � 9 I � II I I I I I I COLOR& MATERIALS LEGEND I ( I I I P� PAINT 1:DUNN-EDWARDS#DE5268'SUNDOWN' � � � O I I ' I I I I ��_ +68�-0" Sl WOOD STAIN:OIYMPIC SEMI-TRANSPARENT 'BRICK RED' _______ _ � +60,-0" R1 CLAY TILE ROOF:U.S.TILE TWO-PIECE MISSION _ TILE,COLOR:'EL CAMINO BLEND' ' ' •' ♦� i 3 n > i � ° id i " S i Si°ko o ' ' � • ��; �� •e '�'`�; ;�;�;� • , +rjQ'-6" R2 STANDING SEAM METAL ROOF:BERRIDGE o , —'�—— O'CHAMPAGNE' � , • , ..: ,». ; ; • , ;• o �+ �^' ••:r q � ; :� , .' PRECAST:VENTURA CAST STONE"LIMESTONE', fV � .� .'�1M1- rt �•t .�: �.s�' � .. .. . .: . . ,^.•�• . ^ �. .';'; '•,. ;.' SMOOTH FINISH . . � .� '---'—' '�.,• ' - ' . , . ... • i � . • .. . �« . , .� _ * - ' +• �• �` . . '. c . .� ----�_ . '. . . ,... . ,• .. _.._ } :• . _� . � • • � . �� GENERAL NOTES _ M, 1_ �:� Q � �9 • . ..N.N. �. , �- .f�• j.•, � .'_-. • . N n _—_—�—_ ��T-. '�"">� • • ' ' ` 'i ' $ +2�,_6• 1. NOT ALL NOTES APPLY TO THIS SHEET � .,` .•.�, i,�:p ,.,: ,.. 'r' :., ,�. __-_'_'_� fl sO _'_'_ '1�.::1� .. � t. _•1 %�j N N O ,.;. '�#M' 1: �, ' .• .�'M . . . , ------- .:.,..._ . r '�: � � �""' '-0" � . , x - . .:., . ... l . . ......._. � -_ •----. . __.-- ----- •� -- - -- •.i. ��-- ..R .._ •.,,• ,•: � . ..: � . � _. ,..� .;., . :. .. ,: , . , �. :., �. . +, �, , �. ------ .,, O . ; Ms:��. ..� '.;�. .-• , ~� .�N ° �;�� ,�.� �; ' � , .; �%:M. o�_o� 23 14 22 10 DECK EDGE DETAIL 3° 3 OFFICE 1 WEST ELEVATION 1/16• 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R 1 G U E S 6 P�R T N E R 5 1 N C. ��5 N o r I n w n I s m�n R o s tl. S u 1 1 e ]0 0 M o u n t�I n V i�w . C A B 5 0.9 E 5.0 T 0 0 CONSULTANT `'�AR�'�'i �`�''P.R°°'q��'''••''F ti.',�j' �(i.�'•C� ��'C12,818 N�`� *i�6•30•15 T�* N: ��,Q �'•. 9'•.., �OF CA��F� /II� � �, �. „ •1 `��,� '�: �- �� ,i;�-.!�^i '��. 1 ��.,..,._�,,,,..,,.. '°""'R'"�1 �� ••...... �:: •�—��tL�:��- REVISION PROJECT NO. 22,�J�J9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BV ELEVATIONS OFFICE 1 8A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. s � � � o� � � � 8 � AOGROSS SEC710N � � OLONGRUDRIAL SECTION s � 0 � TRASH BIN CLEARANCE � � .��a �i►��i►�- ��'.�''��' �� .--.----- �� ..�. .��. �•.��•,� o � ..�� - � �� == �� 0 ��I � � � � �� - ��I�� i� I I � � �. �. -��-� o_ ,..� � 0 � N L �5�'�� L PLAN �v I ��8� I 3 I TRASH ENCLOSURE-OFFICE 1 � 18° � � � 10 11 12 FIRST FLOOR PLAN -OFFICE 1 (35,260 SF) � ��s�� I 1 SHEET KEYNOTES -OFFICE � EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING i � STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF GLASS CANOPY-SEE A6.4 aCURTAINWALL SYSTEM WITH FRONT-GLAZED CLEAR GLAZING AND SPANDREL PANELS � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS aMETALCOLUMN COVER � CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING 10 CURTAIN WAL�SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR 12 LINE OF SOFFIT ABOVE 13 RESTROOM AND SERVICE CORE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 17 GAS METERS,SEE PLUMBING DWGS. 18 STAIR AND DUCT SHAFTS RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 21 FIRE SPRINKLER MAIN RISER 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 24 TRELLIS ABOVE 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- LESS",3500 LBS.CAPACITY EACH. 26 EXTERIOR DECK WITH SCORED,COLORED CONC. TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 27 PRECAST CONCRETE WINDOW SILL 28 30"X 48"AREA OF REFUGE PER CBC SECTION 1007.6 29 TACTILE SIGN COMPLYING WITH CBC SECTION 1117B.5.1 STATING:"EXIT" 30 TACTILE SIGN COMPLYING WITH CBC SECTION 1117B.5.1 STATING:"EXIT ROUTE" 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY CONSTRUCTION SPECIALTIES,INC. 32 STANDPIPE 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 34 TRANSFORMER LOCATION LEGEND ^^'�^' EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE � INTERIOR WALL(1HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 � 1NTERIOR WALL(2 HR RATED) 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 RWL RAIN WATER LEADER OD OVERFLOW DRAIN * TACTILE EXIT SIGN ODOOR TYPE DESIGNATION,SEE DOOR SCHEDULE OWINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE,SHEETS A6.1 8 A6.2 GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E S 8 P A R T N E R 5 I N C. ��5 N o r 1 n w n I s m a n R o a a . S u 1 1 e x 0 0 M o u n t�i n V 1�w . C A 6 5 0.9 8 5.0�0 0 CONSULTANT S�A R�''yi �,V�•P;Ro�Ri'''••�t�c� •� �'� ��C12,818 T`; *:�6•30•15 * Nl ��Q �••. 9'••., �OF CA��: KEYMAP N 0 �I � O � REVISION PROJECT NO. 22,rj�j9 DATE 12.13.13 DanwN BY ScnLE AS SHOWN CHECKED BV FIRST LEVEL FLOOR PLAN OFFICE 1 8A3.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 1 2 3 I I 2'-0" 10'-8" 29'-10" � 22'-0" 12'-8" 2'-7" :I � � -- � o� � � o � � I � N � � � o c'� O N � N ih co o � � io 0 M � � �I�� . O � O � L n 4 5 6 32'-6" 32'-6" 32'-6" �'�� 12'-6" 6'-�"8'-0" 6'-0" 12'-6" 6'-0" 9'-0" 6'-0' 12'-6" 4'-6'� 3'-6" ( I ��_ _�+— S �� —�+ �� _ 0 I I 19 I I 20 — � — —� — I I ,3�-3� SHEET KEYNOTES -OFFICE EQ. E°. E°. MAI N STRE ET STRUCTURAL COLUMN,SEE EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED STRUCTURAL � ON 6"CONCRETE CURB(WHERE OCCURS) � N ALUMINUM STOREFRONT WINDOW SYSTEM WITH H � CENTER SET CLEAR GLAZING C U P E RT I N O OFFICE 1 � STOREFRONT ENTRY DOOR WITH CLEAR is�-z"CIR. GLAZING STEVENS CREEK @ FINCH 4❑ LINE OF GLASS CANOPY-SEE A6.4 M,w � � CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO, CA o E�"�R" 5 CLEAR GLAZING AND SPANDREL PANELS c"., � � D HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR � SCHEDULE ASA in � CONCRETE SLAB ON GRADE,SEE STRUCTURAL 1 HOUR RATED INTERIOR MNNFIRE DRAWINGS WALL,SEE LEGEND aisERROOM n $a METAL COLUMN COVER S U B M I TTAL � � CEMENT PLASTER SYSTEM OVER EXTERIOR D SHEATHING AND METAL STUD FRAMING � FIRE SPRINKLER MAIN RISER 10 CURTAIN WALL SYSTEM ENTRY DOOR M �` MAIN STREET CUPERTINO �� 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC H 203 REDWOOD SHORES PKWY,STE 200 " j�j 12 LINE OF SOFFIT ABOVE ' �F REDWOOD CITY, CA 94065 1 13 RESTROOM AND SERVICE CORE ENLARGED MAIN ELECTRICAL ROOM - OFFICE 1 ��8° 2 ORIENTATION-SEE SITE ,4 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT � 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 7 8 9 10 11 12 17 GAS METERS,SEE PLUMBING DWGS. 1V STAIRANDDUCTSHAFTS KENNETN RODRIGUES 8 PAq�NERS INC. RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ..s N o.i� w�i.m.� n o.e, s�i�. a o 0 ass�� 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" 20 OVERFLOW DRAIN TO DAYLIGFfT AT BOTTOM OF COLUMN M o��.i� v i.w . c A 6 5 D.9 e e.o�a o (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 8'-0" 16'-6" 8'-0" 12'-6" 6'-0"9'-0" 6'-0" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER CONSULTANT — 5'-0" _ 5'-0"— 3'-6" — 3'-2" 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS gFD A!?cy� Q 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �V�•P,ROO,q�'••.,�� O � �;.•�, �,� 24 TRELLIS ABOVE *:"'C12�818 T:* —�— —�—� —«~� �—� � a PASSENGER ELEVATOR CORE,"MACHINE-ROOM- N;�6•30•15�.� � •\••. I 5 I I � � LESS",3500 LBS.CAPACITY EACH. 9J�OF. .�� 0 2 1 9 0 � 26 EXTERIOR DECK WITH SCORED,COLORED CONC. CA�- �� N TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 I I I ,'I o 27 PRECAST CONCRETE WINDOW SILL c0 30"X 48"AREA OF REFUGE PER CBC SECTION �Y� N �R� — �� _ —�— _ O Q — M _ ZS 1007.6 (FUTURE) 29 TACTILE SIGN COMPLYING WITH CBC SECTION � OFFICE � ( � � O I � 1117B•5.1 STATING:"EXIT" TACTILE SIGN COMPLYING WITH CBC SECTiON � � 0 30 1117B.5.1 STATING:"EXIT ROUTE" o I Q I � � 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY 31 CONSTRUCTION SPECIALTIES,INC. I � o , � 'v� 32 STANDPIPE . _ __.... — p � 30 � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 tp� ; � 12 `�q� 0 34 TRANSFORMER LOCATION ReviswN .r� 'v i 'v �4 `� " � LEGEND � M ' aD EXTERIOR WALL i 'v -�,cO,'� EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � GRADE SHEATHING OVER METAL STUD � ; ; FRAMING(SEE STRUCT.DWGS FOR FRAMING � � io SIZE AND SEE ELEVATIONS FOR FINISH) I I I 1 V� ; ; o a INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" ' cO u' METAL STUD FRAMING, EXTEND TO 9 ( 5 12 I 30 3 ( 2 1 9 I 26 � � " UNDERSIDE OF STRUCTURE � o � INTERIOR WALL(1HR RATED) I I I I � ; ; � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6� pROJECT N0. 22,�j�j9 DATE 12.13.13 _ °°"`"� � � METAL STUD FRAMING, EXTEND TO - ----- ----- __._..... _......._.._.. _...._._--- CTURE UL DESIGN#419 oanwri ev - --- UNDERSIDE OF STRU . scn�e AS SHOWN � AND ANSI/UL#263 � � CHECKED BY i � ' � INTERIOR WALL(2 HR RATED) � � � N � � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6• S ECON D LEVEL � METAL STUD FRAMING, EXTEND TO . � �� . — UNDERSIDE OF STRUCTURE.UL DESIGN#419 0 R ----—--------- ° ---------- -- ---° ---- -- ---- -------- � 4 AND ANSI/UL#263 � 1 1 — 2'_1" — N � RWL RAIN WATER LEADER O F F I C E 1 l 8'-0" - 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 8'-0" 8'-0" OD OVERFLOW DRAIN * TACTILE EXIT SIGN 32'-6" �� 32'-6" �� 32'-6" 3�"6� 4�'6� 30'-5" ��'�� 18'-1" 2�"�� DOOR TYPE DESIGNATION,SEE DOOR �� 286'-0' I i I I SCHEDULE II ( I I O SCHEDULE,SHEETS A6ATI�0 6 2EE WINDOW 8A3■ 1 GENERAL NOTES SECOND FLOOR PLAN -OFFICE 1 (33 896 SF) ��16° 1 CO ��3KENNETHRODRIGUES&PARTNERS INC. � 1. NOT ALL NOTES APPLY TO THIS SHEET � I O N I I 0 ( M ° I 0 I � —— • M � O O � - � � I o � � '-3 '-5 24'-7' 2'-0" 10'-8" 29'-10" I I I I I I I I — I — I — — � � O O O " b OD RWL — — — — (— — 8'-3" 16'-0" 8'-3" 32'-6" 32'-6" 32'-6" I I -----_ I PARTITION AS SCHEDULED ACOUSTICAL INSULATION COVER PLATE OUTLET BOX PAD AROUND TELEPHONE AND ELECTRICAL J-BOXES.RATED"PUTTY PAD"@ RATED WALLS CONTINUOUS ACOUSTICAL SEALANT AROUND TELE.AND ELEC.J-BOXES. FIRE RATED SEALANT @ RATED WALLS CONTINUE ACOUSTICAL INSULATION AROUND TELE. AND ELEC.J-BOXES J-BOX @ PARTITION 3° 1 2 3 2'-0" 10'-S" 29'-10" 22'-0" I 2'-8" 2'-7" � � � I N '' I� O N � N _� q � � CV fri in 0 � N � F � � G 0 � H — 4 RATING OF PARTITION AS SCHEDULED MIN 1/2"THK,UL-LABELED FILL MATERIAL APPLIED FLUSH WITH BOTH SURFACES OF WALL: TREMSTOPINTUMESCENT ACRYLIC,FYRECAULK,OR EQUAL PIPE OR CONDUIT 3/8"CROWN OF UL- LABELED FILL MAT'L EA. SIDE,TYP. ► FOR 1-OR 2-HR WA�L UL SYSTEM W-L-1328 4 PIPE PENETRATION @ PARTITION 3� 3 5 6 7 8 i i 286'-0" � � c�. � m r �1 l 1 l I I I [I I [I 1 I I 4 — �—��»�—=De�O r II "\ � ..�`0 r�--�a--�--��--�— � � m m m m SHEET KEYNOTES -OFFICE � ON 6"CONCRETELCURB(W�H RED CCU SONSTRUCTED M A I N S T R E E T N Z ALUMINUM STOREFRONT WINDOW SYSTEM WITH C U P E RT I N O ��"a m°�� CENTER SET CLEAR GLAZING ^'��a STOREFRONT ENTRY DOOR WITH CLEAR OFFICE 1 � GLAZING �Mn�nw�r�o s�¢r�saaas 4 LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH rnwiaes��vamok�muo�a. �a � CURTAINWALL SYSTEM WITH FRONT-GLAZED p TM0�0°'�'�A1O°�O°r'� CLEAR GLAZING AND SPANDREL PANELS CUPERTINO, CA e�►a�o rouMrio roMt wH o�� HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE � aCONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA DRAWINGS � 8a METAL COLUMN COVER S U B M I TTA L �� CEMENT PLASTER SYSTEM OVER EXTERIOR t aoo�ow�t[Moaa n�at�no►�wm�r wMUr�cn�ot wumia a SHEATHING AND METAL STUD FRAMING �anucnais. x ns�ax w��a�s u�W iaq�/�r.a m LL s�[murnw�o�c�ra 10 CURTAIN WALL SYSTEM ENTRY DOOR �0°0M��1°� 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AGGREGATOR,LLC 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 TYPICAL BACKING PLATE NTS 14 FO EQ IPMENTO AYOUT LECTRICAL DRAWINGS 2 ORIENTATION-SEE SITE � 15 WALL MOUNTED 2A:108C FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 17 GAS METERS,SEE PLUMBING DWGS. 9 10 11 12 �S STAIRANDDUCTSHAFTS KEHNETH RODRIGUES 8 P�RTNERS INC. 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. i i i � SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. ��S N o��^ w^�•m.^ R o s a s��< :o 0 32'-6" 32'-6" 30'-5" �g'_�• 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN uo��i.i� vi.w . c� e s o.9 e s.o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 6'-0' 21 FIRE SPRINKLER MAIN RISER KNOX BOX SYSTEM(KEYBOX)LOCATE PER FIRE CONSULTANT I S I 16 I 3-2 � 22 PREVENTION BUREAU REQUIREMENTS - - - - - - - 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. ��P�pqC'.?�/�.� ---- ----- -- ------- � 24 TRELLISABOVE �� N:�-� � `� PASSENGER ELEVATOR CORE,"MACHINE-ROOM- �� 30 15 �'� I 25 LESS",3500 LBS.CAPACITY EACH. N�''•. .�'� � '9''•.. 26 EXTERIOR DECK WITH SCORED,COLORED CONC. ��F CALZ� I I I � TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 I I `� 27 PRECAST CONCRETE WINDOW SILL I Q OI s 2S 30"X 48"AREA OF REFUGE PER CBC SECTION KEVMAP N °D""'� 1007.6 30 26 2 1 9 30 O O 29 TACTILE SIGN COMPLYING WITH CBC SECTION 1117B.5.1 STATING:"EXIT" I I I I Q I I I i I I � __ — _, O O O �-_� I I -� - �--- 6' Rt 6' t21 6' t213'13'�21 6'�Z1 6' pl 6' I �� 30 TACTILE SIGN COMPLYING WITH CBC SECTION O iq 11178.5.1 STATING:"EXIT ROUTE" I r°� 31 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY � Q CONSTRUCTION SPECIALTIES,INC. � � 32 STANDPIPE ' ' - - - 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 � � � 0 34 TRANSFORMER LOCATION Q ' 4 � REVISION � (O � ,,� o ; � LEGEND �� ' EXTERIOR WALL � �? EXTERIOR FINISH SYSTEM OVER 1/2"EXT. �'' GRADE SHEATHING OVER METAL STUD . ' _ FRAMING(SEE STRUCT.DWGS FOR FRAMING : SIZE AND SEE ELEVATIONS FOR FINISH) "v � INTERIOR WALL(NON-RATED) I I 1 Q � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" Z � in METAL STUD FRAMING, EXTEND TO M UNDERSIDE OF STRUCTURE 2 1 9 I 20 19 � � INTERIOR WALL(1HR RATED) � � /,� '� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" /� � �� METAL STUD FRAMING, EXTEND TO PROJECTNO. 22,�jrj9 DATE - Z �% 1 - Z - Z �+/ - UNDERSIDE OF STRUCTURE.UL DESIGN#419 DRAWN BV scn�e AS SHOWN AND ANSI/UL#263 ` � INTERIOR WALL(2 HR RATED) CHECKED BY � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO TH I RD LEVEL _ _ UNDERSIDE OF STRUCTURE.UL DESIGN#419 o ANDANSI/UL#263 FLOOR PLAN 00 RWL RAIN WATER LEADER � - - �- OFFICE 1 OD OVERFLOW DRAIN 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" * TACTILE EXIT SIGN 1'-0" '-6 4'-" I �� DOOR TYPE DESIGNATION,SEE DOOR O SCHEDULE I I I I I O SC'HEDULE,SH ETS A6AT�OAS�EE WINDOW Q��■% <J L GENERAL NOTES THIRD FLOOR PLAN -OFFICE 1 (30,371 SF) 1/16" '� 1. NOTALLNOTESAPPLYTOTHISSHEET O 2013KENNETHRODRIGUESSVARTNERS,INC. BATT Mr5U1.AiqN MRIERE REQUIRED �J ��o�� SFIF11iFN�IC ALUC080t�TO S�� ) c�u�uaNC w/ t u�x tta�'o' e�ac�a aao PAPER 0/1 UYER CRACE PERII-A-BNtRER MAlCOB01q Nfl. JOINT @ METAL SOFFIT � 3" � 4 � io � � ih . N O � � �v `4 io 0 � N ic in � o � � � � M � c� � � Cn � o ic M � � F N � / � e� r�I fV N "v 0 � _ 2'-0" 10'-8" 29'-10" 32'_6" 2'-8" 2'-7" 4'-s 6' ' 6' ' 6' '-3 16'-4" �I M O I � ?w ��w Z�w ��N F o�z J�O W J � � W�i ��e LIGHT SAND FINISH,7/8"CEMENT PLASTER ASSEMBLY O/PAPER-BACKED LATH O/1 LAYER TYPE"D"PAPER O/1 LAYER GRACE PERM-A-BARRIER LAP BUILDING PAPER MIN.OF 2"(TOP AND BOTTOM) 2"ALUMINUM REVEAL BY FRY REGLET- PAINT TO MATCH CEM.PLASTER BLOCKING AS REQUIRED METAL PLASTER MOLDING. PAINT TO MATCH PLASTER 1/2"EXTERIOR SHEATHING PLASTER REVEAL DETAIL � 3� I 3 32'-6" I 32'-6" �6'-0" 32'-6" 8'-0" 16'-6" 8'-0" I � v v v• v v v v v �v v v v v�+--- -----�-�V �► 23 -�" — — — > �'�, zo � �9 r— � °� � (FUTURE) "`"` OFFICE �i �n�� M�FIERE REOU:tED BlOC10NG AS t/2 Ex1EwoR—� �sroon+�'�a S1Fi1il�IG CEII.RASiER Y S �'/FRAIlIC. PER 0/PAPER-BIIpCm UTH fRl �u�x cw�oE v PAPER 0/1 UYER fitACE 1'ANODIZED ALUMINUM REVEAL BY FRY REGLET, PAINT TO MATCH CEMENT PLASTER JOINT @ PLASTER SOFFIT 3• 32'-6" 32'_6" � 14'-8" m m � �� m m �u �=r.1 li� /1 � �%��; � � ��tl 1Ci'�� W�� ' --r�': • ��'� I �/i'i� ( i �r N� x < r r 2, �-�'�-- 15 SHEET KEYNOTES-OFFICE aON 6 CIONCR TE CURB(W�H RE CCU S)NSTRUCTED M A I N S T R E E T N a ALUMINUM STOREFRONT WINDOW SYSTEM WITH Z CENTER SET CLEAR GLAZING C U P E RT I N O OFFICE 1 a3 STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4a LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH aCURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO, CA CLEAR GLAZING AND SPANDREL PANELS aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR aSCHEDULE ASA CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS 8� METAL COLUMN COVER S U B M I TTAL � CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AGGREGATOR,LLC 12 L�NE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS 2 ORIENTATION-SEE SITE 14 FOR EQUIPMENT LAYOUT 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER R 16 PRECAST CONCRETE CAP ,� I 1 12 17 GAS METERS,SEE PLUMBING DWGS. 1p STAIRANDDUCTSHAFTS KENNETH RO�RIGUES 6 P�RTNERS INC. 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. ''S "°''" w"'.m,� R o.a, s�i e e z o 0 30'-5" 18'-1" OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN 1'-3" 1'-3" 20 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS M'�"�.�" ��.'" . `A 6 S a.9 8 5.o,o 0 .,-11" 6' 6' 6'-1" 6' 8'-0" 21 FIRE SPRINKLER MAIN RISER KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE CONSULTANT I 22 PREVENTION BUREAU REQU�REMENTS — _ s�ARCy Di •. �� .a m ��.� �' � ic ��R� � �N ( �� N ��2'-8" '-� � 6' 6' 6' '-3 8'-3' 16'-0" 8'-3" 6' 6' 6' 3'3' 6' 6' 6' 2'-0" ��10'-8" 29'-10' 32'-6" �� 32'-6" 32'-6" 3'. � 00 I___�3 _ ___ J I I 8'-0' 16'-6" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0' 4' 8'-0" 32'-6" . ��6� 32'-6" �� 32'-6" � �-6 30'-5" 12 Q 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. ��c}�..•P�ROq�i•••.!T�� Zq TRELLISABOVE �;�C12818 cn`•;� Q PASSENGER ELEVATOR CORE,"MACHINE-ROOM- *'• T�* ��6•30-15�_� � 25 IESS",3500 LBS.CAPACITY EACH. 9•., � �, 26 EXTERIOR DECK WITH SCORED,COLORED CONC. ��F�CA�-ZF� CO TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 ih 1 o N 27 PRECAST CONCRETE WINDOW SILL co 28 30"X 48"AREA OF REFUGE PER CBC SECTION �YMAP N --� 1007.6 � � `_� 29 TACTILE SIGN COMPLYING WITH CBC SECTION O 1117B.5.1 STATING:"EXIT" M TACTILE SIGN COMPLYING WITH CBC SECTION O 27 � �4 30 11178.5.1 STATING:"EXIT ROUTE" O � 31 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY � "" CONSTRUCTION SPECIALTIES,INC. I O �; 32 STANDPIPE j � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 � � in q 34 TRANSFORMER LOCATION � O REVISION � � � LEGEND N O � � EXTERIOR WALL � EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � � GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) 'v fO INTERIOR WALL(NON-RATED) Q � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � �; METAL STUD FRAMING, EXTEND TO � UNDERSIDE OF STRUCTURE � M � INTERIOR WALL(1HR RATED) } Q 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � °O METAL STUD FRAMING, EXTEND TO PROJECT NO. 22,�j�j9 DATE 12.13.13 UNDERSIDE OF STRUCTURE.UL DESIGN#419 p�,,�ev scn�e AS SHOWN AND ANSI/UL#263 � � INTERIOR WALL(2 HR RATED) CHECKED BY � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO FOU RTH LEVEL UNDERSIDE OF STRUCTURE.UL DESIGN#419 o AND ANSI/UL#263 FLOOR PLAN — 00 RWL RAIN WATER LEADER OD OVERFLOW DRAIN OFFICE 1 * TACTILE EXIT SIGN 18�_�. O DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE OCIHEDULE,SHEETS A61T&A6 2EE WINDOW 8A3■� GENERAL NOTES FOURTH FLOOR PLAN -OFFICE 1 (30,371 SF) ��6�� 1 1. NOTALLNOTESAPPLYTOTHISSHEET O 2013KENNETHRODRIGUESBPARTNERS,INC. , � 0 � ih N \ I I 1 1 I dtfb�-0" � 2'-0" I 1 10'-8" 29'-10" I� � _ — � __ — —�-�— —� —— � I I I� � 6 p _.._.�I I I I 32'-6" 32'-6" 32'-6" 6 16 �,P:' � � � DS ' E—'...... .. .......... ...... .. ....1... . } ..,...... .. ...... .. .. .T .. , , � , � na ' BUILDING SECTION -OFFICE 1 I ��s• I 2 � � 10 11 12 � ROOF KEY NOTES-OFFICE QTWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � SINGLE PLY ROOFING SYSTEM OVER EXTERIOR SHEATHING � STANDING SEAM METAL ROOFING OVER EXTERIOR SHEATHING 0/ METAL FRAMING,SEE STRUCTURAL DRAWINGS aGLASS CANOPY ON STEEL FRAME-SEE A6.4 8 A6.5 = a5 METAL TRELLIS WITH PAINTED FINISH aMETAL GUTTER AND DOWNSPOUT � OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL OFFICE 1 D ROOF DRAIN AND PIPING 9 MECHANICAL UNIT TO BE CENTERED BETWEEN ORIENTATION ROOF MEMBERS BELOW ON SITE �O ELEVATOROVER-RUN j� STAIR TO ROOF �2 SPLASH BLOCK �3 BUILT UP ROOF CRICKET-MIN.SI.OPE 3/8"PER FOOT 14 18'X 24'LOUVERED MANSARD ATTIC VENT-SEE 4/A2.4 15 24'X 36"METAL MANSARD ACCESS PANEL-SEE 5/A2.4 �6 RAINWATER LEADER I I I I I � 17 PRECAST CONCRETE TRIM-TOP SLOPED TO DRAIN 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" I* ' ' 3 I '.5�:� 1 16 6 � I T.O.R. I nP. � � � , LEGEND — — — D— — — - —�— — — ' : oo HVAC ROOF TOP UNIT ON CURBS& ; .-- oo ISOLATORS,SEE MECH.DRAWINGS ...... .. . ........ ..�,....... .. .......... �— DS — — —— 00 ; _'� ..� � � � � � RD ROOF DRAIN �.. . � I+ . .. . . �� 8 ' �—` �� I P� RWL RAIN WATER LEADER TO EXTEND 5' � rra. . + � • + • . � • a T.O.D. T.O.W. .O.D. t+� 13 15 13 � � �—' � i � 11 I I . . . — — —I — — t�—— + + � ' � T. . ove � T. .W. I I � I R� � � r— � SLOPE ROOF RIDGE �,_ _ N � SLOPE ch 2 T.O.R. 12 T.O.R. I I I t P r---� + . _T�`-� r.o.w. �� I I 13 16 * �r ' . . I I rrP.� � , r.o.w. � I � I + � 12 `�' 16 +�� 14 _....rrerm,...L I �-- I � i + � _... --- �� c0 �` DS Q 6 �s � _ � _�_ �4 _ _� I ' I I I I �� I� � � � � �. a i :e �s ;.';�i � � � - - I � � � I3 4 I I w � TOR BEYOND BLDG.SLAB EDGE,CONNECT TO 6 STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN 16 + +��-�" DENOTES ELEVATION POINT � T.O.W. TOP OF WALL ELEVATION T.O.R. TOP OF RIDGE ELEVATION _= o � • • • os T.O.D. TOP OF ROOF DECK ELEVATION,SEE ; � « �_ � STRUCTRUAL DWGS.FOR ALL DECK 10 � ^ � T.o.w. � HEIGHTS ROOF RIDGE �— DENOTES ROOF SLOPE DIRECTION + • qp 2 . .R. � DENOTES EXTENT OF BUILT UP ROOF � W � � � CRICKET-MIN.SLOPE 3/8"PER FOOT — ° � — —� — — —— � N � � � AP� DENaTES MANSARD ACCESS PANEL + SEE 5/A2.4 ` � DENOTES 18'X 24"MANSARD LOUVERED ` VENT-SEE 4/A2.4 f i 6 - — MANSARD VENTING CALC , . . .. :.. �. .. .. . . �6 II�� I I � I REQUIRED AREA: .. . � . NET AREA S W1LL NOT BE LESS THAN t/300 OF AREA VENTED '�, � PER CBC 1203.2 """�"�"�""''� . . ."""' �'� �"' '" � �'� — —— ROOf AREA:13,349 SF/300=45 SF VENTED SPACE REQUIRED 50%MUST BE HIGH:45 X 0.5=22.5 SF HIGH(PER CBC 1203.2) _ _ T— _ _.r__ —� — T- - -- 50%MUST BE LOW:45 X 0.5=22.5 SF LOW(PER CBC 1203.2) '� s �6 I I ( I PROVIDEDAREA: LO W AREA:(SOFFIT VENTS,SEE SHEET A3.0-A3.3) I I I I 121 SF X 0.5(50%AIRFLOW THROUGH SYSTEM):60.5 SF II I I HIGH AREA:'1 B'X 24'=3 SF PER VENT X 14 VENTS=42 SF ROOF PLAN -OFFICE 1 ��6' 1 MAIN STREET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO,CA ASA S U B M I TTA L MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 �I K E N N E T M R O D R 1 G U E S 8 V�R 7 N E R 5 I N C. .�s N o.�n w n i.m a� n o.a, s u i e s z o 0 M o u n 1�i n V I�r . C A 6 5 0.9!5.0 1 0 0 CONSULTANT tiv�?P��y/�``�� h�' �'JI ��C12,818 N�' N'.�6•30•15�;� 9�''••., �pF CA�1F� _ /��\ •► . ��_ � „ 1 `/`� 'i: �� '_�:; 1 �r� __ ��.�. -�-,� 1 _��,,.,,._.�...... � r.�,�• ■ �...,..... i � �• .—�L.: �� I�...• REVISION PR0.IECT NO. 22,rjrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CHECKED BV ROOF PLAN AND SECTION OFFICE 1 8A4.0 O7013 KENNETH RODRIGUES d PARTNERS,INC. . � . � • - .� . . , � , .� � � � � � � � '•' � � -. - � �� , „ � .. ,;,i • ��'�� /%�/�; / / r-i i i �i/ � / i �///i i i�i i/i / / r/j//��-... ;%/ i/ //��/�j//i i ��% i i /j//�j��j�/j/�/' � � � �� . // . . //� �� / i//�// �� / .i/; i!�., �'/i "�"i%%'i%�i,�!!'�%i./. r.'�ii,� �! /�,%�rii,/r,/„� �,. /;.i%.,i% i/i �/��i/ ;��r�,,../i/,.�;i�,/.i-///,�/ �i��,/ /-/��/i�� i i///� i. � ,�/ „/%%'/ ��r i;��„� � �//�,/�"��i,��./,i/;i'�. . 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I ( -- ---- ------------------------------------------------------- a METAL GUTTER AND SCUPPER-RUN RWL IN WALL TO CONNECT TO STORM DRAfN SVSTEM +�,-0, OVERFLOW ORAIN TO DAYLIGHT AT BOTTOM OF o """Rx� -- - �� WALL , . .v„ .:,.. o - -- � � DECORATIVE UGHT FIXTURE,SEE ELECTRICAL .- ... . � . �. . .� . ,. . . Q�' ---------_._�_. y f . , . . _ �' r � DRAWINGS : ;. �� ,,- - - _ I ..« .. �s,� 11 - o i, � , � s"" - - z i " KNOX BOX SYSTEM(KEY BOXJ LOCATE PER FIRE N � , „� �� '` � t _ ,�. ; � ; ; 41-0„ 12 PREVENTION BUREAU REQUIREMENTS _ ___- ____ �� - - - , � - = �' ii i", ..: _ i �° -._. - -- _ i - _- -- -_- - ' --- -------- ❑ 8"X8"ACCESSIBILITYWINDOW DECAL -- - - - - -- --� . .. . . - - • __,_.. .._„_. ' ' - - - ---- - . . _ .._. - . :� _ + ' -- ---- ��.�, - -- , ..--- -°---- -- - � _ _.. . _ �-` ' .."�=- , 13 o __ . ; ,�� s � :�i � � ; t � � 14 BEYpP�OROOF DRAINS AND OVERFLOW DRAINS � y .�i e � �� - ` ` i N ^ ---"''C ,f'��`—r- TM-...:+.x 't'�s.:;.; <.;. 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' ... . . au" �ir�'� '�� . 14 10 i � S 1 18 13 11 15 �y T Z� 1 g METAL COLUMN COVER � PRECAST CONCRETE SILL-SLOPED TO DRAIN ❑ STOREFRONT DOOR WITH SPANDREL GU1SS SET OFFICE 1 SOUTH ELEVATION ��16" 1 � C MENTPLASTEERTREVEAL,�NNUMFRAMES 23 iRANSFORMER-SCREEN WITHLMD3CAPE- SEE LMDSCAPE DWGS FOR PLiM MATERIAL9 24 TRASH ENCLOSURE 00 0 0 0 0 0 0 ' i R2 P1 R1 T ' ' 2 4 S 15 3 7 1 20 9 � �� -��°� �� ' COLOR 8� MATERIALS LEGEND P� PAINT 7:DUNN-EDWAR�SifDE5268'SUNDOWN' j WOOD STAIN:OLYMPIC SEMI-TRANSPARENT { ' � . •_{; ---�68�-0" S1 'BRICKRED" . 6----- ;:,: � _ � � +�,-0, R� CIAY TILE ROOF:U.S.TILE TWaP1ECE MISSION �4 t < ..l-`. r . . ; .... . t� ,. .... . TILE.COIOR:'EL CAMINO BLEND' o ` �. _ _ , --� „ : +y{'-6' R2 STANOING SEAM METAL ROOF:BEFRIDGE p - ----- ---�- 'CHAMPAGNE" � �� .. ..,: . _ .. � O . . - — , , { ; �PRECAST:VENTURA CAST STONE'UMESTONE', � i� � �. i i i - T SMOOTH FINtSN --------------_- �_ � ' -- -. ._�T— ' ; +41'-0' i . __ __ d - - ._..; _ -- - .� --------- . ... ._ _.- --_ , � � `` � �� ' ° � � � ' ,s GENERAL NOTES I � _:_- � �' ----�----------- ---- ._.. _�_ .. _�° � ;� .;� � v v , � Y;: +; �. y�� ' �� M e� ' _ ; ��=� k-�r-�' 7 tiST'� 1. NOT ALL NOTES APPLY TO THIS SHEET _ � - � q � � �; ,a. ..�.,;� � ..� � _ _ .__�. �. --- �� , � ;_...� +2T�' � �t �_.�s�y� �.� �� ..4._ ��a„�,R`,.,• - 4'��{ .. 6r � �� ' Q p '� 4 � , �a� _ 1 i�"f"8L. t ' �` �� s5f� �+6' 4 „�C , N� ��'�f S ^�r, f iM. ` 6�" q' ��w �S�p"t` ��' `aa. < � . , � � � �- � �� ;� � ` ' �� ' ��a�-o• o � �� '` ".€��' _ � t _ _; -- �'� �� :� � b - ' ��'� . _ _ � o � �� ; � �� ;. ��,� �. . , ,, , �. , , � o , � a-� � . . . _ s � , , ., r - =� o�-o� , _ ... . r x � � � 20 T 4 16 21 23 23 24 @ OFFtCE 1 ONLY OFFICE 1 EAST ELEVATION ,,16° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA S U B M i TTA L 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R I(E 1:N E T H R O D R:G U E 8 [ P h R'N E R 5 I ti C. ��s Ne,�n wn�.m.r. Ro.a, s.��. xoo M o a�1 a�r V��r C A f S 0.4 8 5 C�0 0 CANSULTIINT S�A?�ti� ��,.��'',�rr'��;'�`�c'+ ""�c�z,e�e`��`• a N:.,�, 630•15�;Q 9�' � ��CA�1�� '� N f= F� Z' .}��0: � ,.. 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SHEET KEYNOTES-OFFICE aTWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAYVINGS � STANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS a718'EXTERIOR CEMENT PIASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL O O O O O O O O O O O O F�,ING i 2 i� 10 9 a 7 6 5 4 3 2 1 � HORIZONTAL T3G WOOD SID�NG OVER EXTERIOR I 4 SHEATHING AND METAL FRAMING,SEE P1 R1 P1 p1 R2 I STRUCTURAIORAWINGS I 3 5 1 4 5 3 Z 16 7 8 1S I 9 �-'�� S OREFRONNT SYSOTEM WfTH CLEAR GLAZING i I �y��y�,Fi�xr�q,,�ygy ra � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.,3 A6.5 ' � � ' � �,�� GFRC TRIM I ' g� CEMENT PLASTER EXPANStON JOINT ; _- -_ -� - - -- ----•___--.__.—._----..-_. +68-0" - ! i � METAL GUTTER AND SCUPPER-RUN RWl IN j WALL TO CONNECT TO STORM DRAIN SYSTEM � . ,.--- --- - ----...- - - ( -_.. _- - --- - � OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF + '-Q" q'� ,, " ; H �� wAu _.. _ ... .. .. _. ..., 0 1 �, i . <.a;, .i.•-c'�. -:� : �.;. . :. . .. ..., . . . , t'� 11 UGHT FIXTU E. EE EIECTRICAL _ , , �. . ...., R S . _ .. • ' ._, -'" ;�,, DRAWINGS o � -__.�....�.__ � - - �! w� ° _ .__ __.. . � N � ��L�� C C� =.❑ �C�� E� �� LJ F M(K X)l R FIRE � y KNOX BOX SYSTE EY BO OCATE PE �_;�: n .�a PREVENTION BUREAU REQUIREMENTS ._.�_"_'. __""__� �. '.:_" __ b.��r�....M..�v+-nTrr.�n�a:��'.i � ��iww��w�..�..W....µ.-v.�..�..�ry�w��rv��Y� j� F . 'r�.• ( � . �v�ir�rv�� • . 1. . . Yv+A ��r . .'. ��+ v'v . f t ... ... � _ . . � � : . -". .-v✓��v� ti w . � +41-0 �2 � . .-� . . . .�.. .. . . �,.......-. .. ..h.....`.-......� ,..:,a.� .,...... - i ; , . .. , � 13 6 X6 ACCESSIBILffY WINDOW DECAL ----�-------- •— ,.. -. . .. N �' . o _" �; � . DRAINS AND OVERFLOW DRAINS , 4 , I '� � ' , , ' � ay• � ~ s seronro i � . .. e . .., � t s,5,�g,�w � �i= ' . .;'� :kE' 4 ..d.q._'_.b.�+�� ,..� �.,._._. „�, . : ., yr« i ..t .�Y �t r}�1��',�f�.� ,�.,'�' . .. '; �. +. ..- • ' .'-: . . . . _ . � -'t , '.��_... . ., �'�,... ,�. x.,...:a .-..:.:.._ .. ':a��-..�.?...:.:.,� .�>.� :.: w%�F` , ak�:�� 'i.�;'* - , «.'� .f : .., '....' _..1 . - . °�� , a� . �Q ,14 LINE OF ROOF �p . . ^"' � ",�,a� i •z; a' ^:' � - �° •'�= 15 DECORATIVE METAL GUARD RAII . ...�-°.. : , .; .q.>. � - y�,,, �. +„�]'�O , ' ..� �� r �'�C�r .i t ,�,; �V � �,„�, 3� � . , .� nf, >.,:.� � .... � , . ..: t . � .;` . = � - , . ! ��-, t..:: �. .�, . ; --- �.; .�. - r;,,�;�,. 3 _ , . .�t. , �� __;, �- � . > _. _ < � • ' -�-��' � ;.- ..- ..�, ; ': �. b , '::,,� .��> :�..-.. :. ,. '�' ' i,.,'. - .. ; �.�",' �:'. -.�'•�� ;,.'. �;:�'�`"�;•. #�'°.`:". . a .`� .':�'�> `:-y.� , , � a..�.�. � .�' . `�,,. � �«... � ; .., �, .; �� ..�'� ` s �:�. ��s� .;'.� ,.yi . � PAN R T IN DARK BRONZE .��_. , z : : '°.,°�_:- �.z q� x ,, �t.. � .�c �. �. �:� �«°i S D EL GLASS SE c� e .s.; �k - i ,,.�. � �r 16 �<, . , . '�t` T � � A IN M FRAM i. c •,F -� . '� NODIZED ALUM U ES � _ ,, ° � _ , �`��y. ..y,:.i �:��:: ��it� �� a 5�, �v . . s-�, .�`•.a� � � .-:�e' , • :R/6� r....-.. :. ,�' m�...... � .-..; �-�� ....w,--�: '_ . ' . �� -(�' , , ,� ..:_ . , a�..,„�.,_.. _ #.., _�..:.._ --__ ;. �f4` . l' . ,_ , a. �'� ,,. , , `:.�„�` : . ; �. .,::_..;, u� _-� ,-___ : � .r: ;. ,... �`2'`` . . �:`&�e_ t"��` -----+ � z�:��'. .. _.._ ..,...�..,.�._. �:..:_-._..::�. .� .�..:.�.�..,�,, ;.. :;� �e. �,r._.._... .. --�--_-'_..•� '.. -:.�.. .._;.... .. .,, t. ;�?e . uc� . ... --- 's _... .��,. <. ,, , __..- -_...--- ' . , `; , ; -•� '•"��; � 17 STEEL TFtfLLIS Will-I PAINIED FINISFi . ,t , � _ __..._ �:- ' --#� ---.. __..,i.i..t...:f. .:.. . ,. .,� �'�,_..,....�...i 'a� .,t3�" �� .. .� . �, .¢....- , X, .r_ .... . .."'" .. _ } � ' �; , k� ' r ! ; ; j � �., . =`:: , �' _.� � < a,� � y !i DARK BRONZE ANODIZED ALUMINUM [� a � ❑ T� �: � _::... : �;F ; �: ', t j� :. .u.. ..�. b I ""° �� l ; r'� i ' � � w �` ' 18 CURTAINWALL FENESTRATION SYSTEM W/CLEAR r x� ,.0 .,ai:�, mr- ; -- I , � i�--_---�. :-^.__ � _ �. ` �..�, i N : "'_ , . . � �, �� { �. � :� ,:..._ -- � �-''/ �,, " .._ .a. . . ' GLAZING 6 SPANDREL GIASS __....._� , .,;, , ., ,_-. :: ..- _ _. �: ,�._ � i , . ... . , , . 19 METAL COLUMN COVER 24 7 14 1O 1S 14 20 19 21 16 � � PRECAST CONCRETE SIIL-SLOPEO TO ORAIN T � 2� STOREFRONT DOOR WITH SPANDREL GIASS SET IN DARK BRONZE ANODIZEO ALUMiNUM FMMES OFFICE 1 NORTH ELEVATIQN �f�s- � � CEMENTPLASTER2'REVEALJOINT TRANSFORMER-SCREEN WITHLMDSCAPE- 23 8EE LArD3CAPE OWG9 FOR PLANT MATERIAL 24 TRASH ENCIOSURE Q O Q Q O F QO ! P1 R1 ' P1 T R1 � ' 15 3 1 3 � 20 5 7 1 � 9 i ' ; � I COLOR&MATERIALS LEGEND � ' P� PAINT 1:DUNN-EDWARDS#DE5268'SUNOOWN' I � I i I � +�'�" S1 WO00 STAIN:OLYMPIC SEMI-TRANSPARENT ,�� i ! 'BRICK RED' -- ` ` +�•�^ R1 CLAY TILE ROOF:U.S.TILE TWO�tECE MISSION _..... .__. . r O TILE,COLOR:'EL CAMINO BLEND' - Q `�` t$4'-s" STANDING SEAM METAL ROOF:BERRIDGE o -- _._..._.�-. --•-------------�—---.__._ R2 ._ o'CHAMPAGNE' a, � ' i , i �PRECAST:VENTURA CAST STONE'LIMESTONE', N � -----------— � - — � � 8 i i SMOOTH FINISH �i t ��:._ � +41•-0- - - _ ; - ' . � , . — , •- �.." � - —__._.----------� ----- _ :.. - , �. , - -__ I � .-- -_r.� - ��- --,. --- _ _ -- - -� , GENERAL NOTE � 4 19 � �� ; , � N � ��- r- � ,�,� � �;f`-° �-- � _ + .--^�- -- — -±2T-6" 1. NOT ALL NOTES APPLY TO THIS SHEET � � .• ' � .�� . � �� , { t.. ��,�'�" �� , � ��'=�� ;� � - � � !,� .�, � � ,�; i �� ` +`..- �w. � ' # Y� t e� "n�j �' � � ��'? s y -t�� :�s� h �t��-..S t . ��,s`'�; '�..�^ " ...,� 1� ..' .; � « x "�, �,. - � •T 1 4 � ''�' , ,%• -- � ��Kx � � ��'� � £�. '. �� :•�,.� �`�t9�-0' ",'��` z. � '' !.,� '��e a�� "� _ { -�a' , -+1=�J.�.'"'+'�`- g �••.� M``, � o � � .� F�� _� ,- � `� �` .�� R ' � -0. 23 14 10 OFFICE 1 WEST ELEVATION 1116• 2 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E"N R O D R I 6 U E 9 l P A R 1 N�R 9 Y C. ��S N o�I� W��m�n R c o G 4 u�t• 2 0 D ro��.�, v�.. . c• e s c.o a s.o i o 0 cavsu�T�wr . s�ARcyi c.,`�''w�r'°4''''-�'F J.`�' `�'N:n� �,'�c�z.a�e;,:* :�63013g: N�i ` 9��CAL�� '�,, R e� � �,�� `°�`''i : S��..` '�, 4:;.,�` �'�.'�.,,..�� 'u�s ��g� 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS Pao�cr No. 22.559 on� 11.15.2012 orUwr+e� scxe AS SHOWN CMECKEDBY COLOR ELEVATIONS OFFICE 1 8C1 . 1 O2013 KENNETH RODRl6UE9 i PARTNER9.BiC. ■ . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y Y A P ■ ■ DBFBRRBD SUBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM OFFICE 2 ■ P R 0 J E C T T B A 1[ ■ 0 W N E R / D E V E L 0 P E R I�AIN STREET CUPERTINO AGGREGATOR 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H 1 T E C T KENNETH RODRIGUES d� PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C 1 V I L E N G 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCAPE ARCHITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich SVeet San Francisco,CA. 94111 �ARKINO OARACE ENCINEER INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 ■ S H B B T I N D B g ■ 9A0.0 COVER SHEET Phone 650.344.1500 x 117 9A1.1 SETBACKS PLAN/SECTIONS(i�VALLCO PARKWAY OFFICE 2 � Fax 650.344.0652 �A1.Z SETBACKS PLAN/SECTIONS Q STEVENS CREEK BOULEVARD Conlact Kevin Dare 9A1.3 SETBACKS PLAWSECTIONS Qa TANTAU AVENUE Nandy Kumar Karen Ngo 9A2.0 ELEVATIONS OFFICE 2 ��,� ELEVATIONS OFFICE 2 Phone 650.965.0700 �A3.0 FIRST LEVEL FLOOR PLAN OFFICE 2 Fax 650.960.0707 9A3.1 SECOND LEVEL FLOOR PLAN OFFICE 2 Contact Kenneth Rodrigues,FAIA �� THIRD LEVEL FLOOR PLAN OFFICE 2 Kevin Jones ��,3 FOURTH LEVEL FLOOR PLAN OFFICE 2 oµ,0 ROOF PLAN AND SECTION OFFICE 2 9A5.0 FLOOR AREA CALCULATIONS OFFICE 2 Phone 949.272.0200 Fax 949.272.0201 ��,p COLOR ELEVATIONS OFFICE 2 Contact Henry Wong 9C1,1 COLOR ELEVATIONS OFFICE 2 Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contad Raju N.Nandwana ■ PLANNING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-2008-08),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) • S C 0 P B 0 F ll 0 R g ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A 129,898 SF NEW OFFICE SHELL BUILDING THAT INCLUDES 1,814 SF OF RETAIL.THE RETAII IN THE OFFICE BUILDING WILL BE LOCATED AT THE GROUND LEVEL AND ARE IM�ENDED TO BE AMENITIES FOR THE OFFICE USER(S).EACH OFFICE WILL HAVE A SMAIL RETAIUACTIVITY SPACE TO SUPPORT CAFE,RETAIL,MARKETPLACE WITH TO-GO-FOOD,OR EXERCISE FACILITY.THOSE AREAS WILL SERVICE THE OFFICE TENANTS ONLY BECAUSE OF THE SENSITIVITY BY OFFICE TENANTS TO OPERATING IN A SECURE AND CONTROLLED ENVIRONMENT. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T M R O�F I G U E 5 8 P A R T N E R S I N C ��5 No.�n wn�am.� aoae, su��e too Mo��i.i� v�ew c n e s o c e s.o�a o CONSULTANT S�AR�,y � �� '�•G,�j�P R��C� *'�ciz,s�a T* N��6�30�15�� 9��F CALti��~ -...- - /�i� ��,�� / ■, "...�'i� -'' ;,__- � :� :; �r a'�: �..�� ,=��"r.-.�.•-- � � � .,...... ''��:� �!4�I�:--: REVISION aRO.�cr rw. 22.559 onre 12.13.13 DFtAWN BV SCALE CHECKEO BY OFFICE 2 COVER SHEET 9A0.0 O2(113 KENNETH RODRIGUES 8 PARTNERS,INC. � 1 � VALLCO PARKWAY SECTION AT OFFICE 2 _ 1/8"= 1'-0" Q STREET CURB LINE ?0'SETBACK LINE 0'P.U.E.EASEMENT LINE PROPERTY LINE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T M R O D R I G U E 5 d P A R T N E R 5 I N C. a a 5 N o r 1� W�I s m�n R o a E . S u I t e 2 0 0 M o u n 1 e i n V I s w . G A 6 5 0.9 8 5.0�0 U CONSULTANT �S�°A R�ti. G�';•P R��Ri''•.,�'�` �.;�� '�`•..� J•'�'C12,818 T�° �:� 6•30•15 � N�.� ��,Q �•' � 9�'••. ..•'�' �F CA�1F /II� ��.� �/ � �/�. :._ ■ �, '�r�-- :�' ^ :; i i�; _,_,� -- -.�»—.�... �'. ��,�' :r.�..�ii'e,:::: REVISION PROJECT NO. 2L.rjrj9 DATE 12.13.13 DRAWN BY SCALE �"=3O' � SITE SETBACKS VALLCO PARKWAY 9A1 . 1 O2013 KENNETH RODRIGUES 8 PAR7NERS,INC. STEVENS CREEK BOULVARD SECTION AT OFFICE 2 1/8"= 1'-0" 35'SETBACK LINE 10'P.U.E.EASEMENT LINE STREET CURB LINE PROPERTY LINE MAIN STREET CU PERTI NO �TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P n ft i Y E u 5 Ir�C. a 5 N o r 1 n W n I s m�n R o a G, 5 u I t e 2 0 0 M o u n 1 e i n V 1 e w . G A 8 5 0 9 8 5.0 T 0 0 �� CONSULTANT �S�°A R�ti. ��i;:P RO�Ri'�•.,�'(n �.;,�. �.�;•._c� �iZ C12,818 T?� :�6•30•15 N':� �'Q 9''' � ��F CA�lFCS� � �i�� .r..� ,� /l�'� ;�_�,�- �� .�. � � �� ra.�,.�� —� �....-.�....�. �' � I■�';; �I��■:�:..: REVISION PROJECT NO. 22,J�rJ9 DATE 12.13.13 DRAWN BY SCALE �"=30' � SITE SETBACKS STEVENS CREEK BOULVARD 9A1 .2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � ' I I I I � ' 1 I , �_ � � +239.5' � j LINE OF 60'-0" MAX.ALLOWABLE BUILDI G HEIGHT WITH RETAIL COMPONENT SiEVENSCREEKBIVD -� � �� C � -----------------------------------------------------------�---- I 7-�L`--------_ s�EVEHS cRE�c e�vo � � � , � � � � � �i I . --------- ------------------- +247'-0" -- --------�----------=----�. , � � � i , I I � ------------ ----------•-- � +239.4'� -�--�----------------------t-------rt----------=--- LINE OF 60'- ' MAX.ALLOWABLE BUILDING HEIGH WITH RETAI COMPONENT ±235.4'�/�} �_ _��_�_��_��_ ��_��_MiANTAUFVE T _ . ��_�_�_��_��_� � � � � I � ' � i ' I I � i I ---------------------- ------------------ --------- I ' i - ----------- ------ � i f ' � I I � � I I -- ------------------ ----- ---- --------------- ------------------- -------------- OFFICE 2 I I -- --------- ----------- -- -------------------- ------------------ -------------- � � _ _ I F.F. 179.0' I TAN TAU AVEN U E SECTI ON AT OFFI CE 2 1/8"=1'-0" I `�ti � I r--- I I 1 ( I I 35'SETBACK LINE 0'P.U.E.EASEMENT LINE PROPERTY LINE STREET CURB LINE .�5's£raACK I £X. 10'P.U E.I 6,5 ( P.A.£. 1 I I 2�MAX � � i i � �w � Z I J m I� � U I = Fa-- IZ Q H I 6'CURB AND GUTIFR j�---�175.4, ,� �� T.O.C� M1ITANTAU FVE MAI N STRE ET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R 5 I N C. .�s d o��n w n i.m s n n o e a. s�i�a z o 0 M a u n 1�I n V I s r . C A 6 5 0.9 8 5.0]0 0 CONSULTANT �S�°A R�ti, �.,V�Z.P'R��T�C� � ��Z C12,818 T� ��6•30•15� � N�.-f- ,Q � 9��F CA�-t�� II� ��^�, „ 'Y`� ,�.� ■� ,.�_�� .. ,� , i . :, �_�;1i_-�r� -� ._._.�... � �. . 1 ,.�.... ■,�:-: �,��i:-: .... .. _ ._ -- _, REVISION PROJECT NO. 22,�J�J9 DATE 12.13.13 DRAWN BV SCALE �"=3O' CHECKEDBY SITE SETBACKS TANTAU AVENUE 9A1 .3 O2013 KENNETH RO�RIGUES 8 7ARTNERS,INC. SHEET KEYNOTES -OFFICE � TWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS QSTANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS 7/8'EXTERIOR CEMENT PLASTER SYSTEM � Z 3 4 5 F) % S J 'I O 'I'I 'I Z 3 OVER EXTERIOR SHEATHING AND METAL FRAMING R1 T P1 T $� RZ ❑ HORIZONTAL TSG IPE BOARD SIDING OVER 4 EXTERIOR SHEATHING AND METAL FRAMING, 22 7 1 20 3 20 5 4 17 8 6 5 7 2 22 � 9 22 SEE STRUCTURn�DRa,WINGS I I I I 1 I i I I I � DARK BRONZE ANODIZED ALUMINUM ( I I I I I I I ( I I STOREFRONT SYSTEM WITH CLEAR GLAZING ' � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4 8 A6.5 I i I I I I I I I � GFRC TRIM +gg'-0^ � I I � � ` � --_�-�—_—� � CEMENT PLASTER EXPANSION JOINT I +gp'-p" - � METAI GUTTER AND SCUPPER-RUN RWL IN p WALL TO CONNECT TO STORM DRAIN SYSTEM b OW DRAIN TO DAYLIGHT AT BOTTOM OF _ . �� OVERFL � . .;� • ' WALL . . �.; • : , ^ p O '_"_"-"_ 1 , . A.N' ' 1 •.'1.•s ,•.', • i� ^ 8 �_.: _'•• •�^ , •:p�.•� ."� ti � '�� t'. � �� DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL , .. � . . : .. .', ------�— „ .. . . ,t.... ;i•�• . • . I Y: � . +41�-0_ DRAWINGS _ .,. , . . � t� � •�' • ' ' N'� ' •�.:•��•'' .•'�" � �' ` " � �—�--- KNOX BOX SYSTEM KEY BOX LOCATE PER FIRE -� ��'• '�� •" �M'w� � �.�i � � � � � �'` j. � 12 PREVENTIONBUREAUREQUREMENTS J t, ' p�ll,.• •� � •�. 4 � ------- �•...� :.•` •i•. iq�•� `� :i' � • � '� .�, . �3 6"X6"ACCESSIBILITYWINDOWDECAI N I� . ------._ • '�:a>.� �..�; . :.,•�,• +27�-6— �p —_—_—_— ��:. •,'�• —'—"--- � LINE OF ROOF DRAINS AND OVERFLOW DRAINS - �• '�'a �� 14 BEYOND .�• ; t. iN � �' � •;•��:•��:' � ,•j � � ' ;.�• 15 DECORATIVE METAL GUARD RAIL � --------- -.,� ' • �i`M: �'�, �•. ', � � . � .e � +14'-0" . ... _...•. . � � p M.: �' �. � • ,� • �'r...:..•-',•." i. --"---" SPANDREL GLASS SET IN DARK BRONZE . •. •• • .. � . . _' j i ��, .�� . �, . .' `.. ,:... ..• :.. . . t..t r�•�, '�� •'�' �s ANODIZEDALUMINUM FRAMES . . • . , . . ------- � ,�. � Q �.'"•, � � ' '.� � �' ;, , '�� STEEL TRELLIS WITH PAINTED FINISH � 1:' 1 �.A� . �'�� 1 • " �� •1- �NI '�;',�', �� O�-0" DARK BRONZE ANODIZED ALUMINUM �$ CURTAINWALL FENESTRATION SYSTEM W/CLEAR 14 10 4 $1 18 13 11 15 8 14 T 20 Gv�21NG&SPANDREL G�aSS �J METAL COLUMN COVER 20 PRECAST CONCRETE SILL-SLOPED TO DRAIN STOREFRONT DOOR WITH SPANDREL GLASS SET OFFICE 2 WEST ELEVATION �IiF)" '� 21 INDARKBRONZEANODIZEDALUMINUMFRAMES 22 CEMENT PLASTER 2'REVEAL JOINT �; llE IlOOF 1�F1lIIJq10N SYSTEY 6 BASED UPON PROdJC15 Oi 01MC�N I�i'w Tal FRFE AT 23 TRANSFORMER-SCREEN WITH LANDSCAPE- 07I-324-0444 OR N�W_dNGN.COM SEE LANDSCAPE DWGS FOR PLANT MATERIAL Z4 TRASH ENCLOSURE-SEE DETAIL 2/A3.0 ��t� �� 25 STEEL FRAME W/SPACED IPE WOOD BOARDS, TO NSUIi PROPER F1JIiC110111G OF VOtf SYSiEY �CUY NOOF TN.E �C��m�� STAINED TO MATCH IPE T&G BOARD SIDING OF It00i 11LE.4. 26 GAS METERS BEYOND,PAINTED TO MATCH ��S��r BUILDING COLOR. �� H G F E D C B A R2 P1 R1 T 2 � 4 5 15 3 7 1 20 9 1 � .�--- wNq qx o'�'S�,v��t � I I I I `�� 22 I COLOR& MATERIALS LEGEND I I I P� PAINT 1:DUNN-EDWARDS#DE5268'SUNDOWN' IEI6RAI�E�BR!l11itE� ( I ( I � 0'►w�'s a�r vv�r � I O (�) 1 �� I I I I I I +68,-0• S� WOOD STAIN:OLYMPIC SEMI-TRANSPARENT l �� _ _ "BRICK RED' �lE1�OFNrG AE1HiME �� I R� CLAY TILE ROOF:U.S.TILE TWO-PIECE MISSION +60'-0' 0/f�Of SFEAIFN�G y _ • : _ _ __________ TILE,COLOR:'EL CAMINO BLEND' .: c? +rjQ'_g" R STANDING SEAM METAL ROOF:BERRIDGE O • —"—'— �"CHAMPAGNE" SECTION THROUGH VENT � HIGH POINT OF CLAY TILE ROOF � o —�—�—�— �—t'.'. �. ` � �� :�';:."� ��'�:; �PRECAST:VENTURACASTSTONE"IIMESTONE•, N , :1: �� '�.• . +45�-1' SMOOTH FINISH � .'�'' , '. • �..� �•+�:s_' �-`,'.-- ----_'_-_ —•------ —';' ° ••� .� ' .•<• +q1'-0" . . .. . ..... , - -r—. .�. . . .� . . � • ., . , . .. .. . . . , � . _ _..._. _ — �:,..,• ..'• ,•. •� . . .• . . ... _. ,� • . . .. u, . ; � � � , ... ... .. .� , . . ...... . s�. .. .� . �.. �` ,s GENERAL NOTES ------- ' c��•�r.ma�nE � �' -------- ' .., • .,• �.... : . ... .•:.. �. � ,"��,•'""', �� • "'''��' • 7 1. NOT ALL NOTES APPLY TO THIS SHEET .i:- '`i` .. . ;rt... +27'-6" lAG1E AT HCH POrif OF FI�ROOfS,EOWLLY io ;�1, --r,,� ~• -- -- SPI�ED NO N OlMNf11E3 N OOIPLNNCE MRN CBC -' ''•, . F. . .�, �' � , i�.Z�A�.�U��m �.�.�� N O -'-'_' :: .`.•.� �.T ','`:'. .�•4 a.:: AREAS. SEE CAL�CUATI�IS ON SFEEIS N.0-/3.3. , • _ ':, : ''.,.`. . (CGYEIQ � .,.: ...• .... . � ',. �. .•�, i . !� ' ----- --- • . .. . � '`: ' • � :,. . �. . -�• �..:�. . . :' . •.:' :��.. •''�' - --- - - — -- .., _� 11 .• . :' .� .� . . .. � .r. �:•.:' .... 'Y ,•.i's. `,,�' �•�`' . � . :. ��. +�a�-o• ------- '' � / M + •, I ' ,t,. � 01NGr1$PII�NR1' ° ''�" .� 'r. ��►�� '•.�. :�.�.. ' •,.� '� . a �� : ,� � .� •�.;..: .II '`� �'''� �''� ��-0" 20 T 8 4 16 21 @ OFFICE 1 ONLY CROSS SECTION THROUGH TILE VENT TILE ROOF VENTING DETAIL 3° 3 OFFICE 2 SOUTH ELEVATION ,,16• 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 8 P�R T N E R 5 I N C. ��5 N o r t n W n I a m�n R o e 0, S u I 1 s I 0 0 M o u n t�I n V i�N . C A e 5 0.9 8 5.0 1 0 0 CONSULTANT `'FD AR�'S'i c.,``}�'P.F`°°'er�'''•�� •.� a ��4'C12,818 T; *?�6•30•15 p * N� �``Q �••. 9'•.., ��F CA��F� __ �� \., „ � '/� '�: ■� ..;�:; ' �r� - ��.�. -,-�+� � —��,,...-.�.�...... � �� 1 .,.:.. ��.: ■��I�'_•: REVISION PROJECT NO. 2`l,rj�J9 DATE 12.13.13 Druwr+eY ScnLE AS SHOWN CHECKED BV ELEVATIONS OFFICE 2 9A2.0 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. . SHEET KEYNOTES -OFFICE aTWO PIECE'MISSION"CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS 2 STANDING SEAM METAL ROOFING OVER METAL �2 11 �� 9 8 % 6 5 4 3 2 � FRAMING,SEE STRUCTURAL DRAWINGS D7/8'EXTERIOR CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL R'I S� P� RZ FRAMING � HORIZONTAL TB,G IPE BOARD SIDING OVER S 'I 4 5 3 Z 'IB 7 ZZ 15 9 4 EXTERIOR SHEATHING AND METAL FRAMING, ( I I I I I I I I I I SEE STRUCTURA�ORAWINGS I I I I ( I I I ( ( I ❑ DARK BRONZE ANODIZED ALUMINUM 5 STOREFRONT SYSTEM WITH CLEAR GLAZING I I � I I I I I I I I � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4 8 A6.5 ( - -- ------ -------------------------- ---------- ------�68'_0" � � GFRC TRIM ____.__ ____ �__ ______. +60�-0" 8 CEMENT PLASTER EXPANSION JOINT � - ' � — ----- ❑ �i METAL GUTTER AND SCUPPER-RUN RWL IN � , , , : ;, ,_ . . . . , ,. :4 ,;, ...,. , ,, �,:.., . . � WALL TO CONNECT TO STORM DRAIN SYSTEM �.•.-• • ' N o •=•1'`• • • , , 't • - • �•' „�',' 22 �Q OVERFIOW DRAIN TO DAYUGHT AT 80TTOM OF ��' '� �• � � .�� ':,} WALL : .... � - ... --------- •• .:.. . �'••.,:••�. •• •�••', � � +41�_0, ,� ., •• .:• •_.< �� . �' _��__�__ �� DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL _ _�, .r. - _`' • �.�• ,� DRAWINGS •{� , KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �i �i ' • �•.�.�".� �.••>�, jy 12 PREVENTION BUREAU REQUIREMENTS _ �.. .:: .:: . �� <V h :' . • t '—"—"—"—" : ` .. ;- • '.. : . ..�• '1• +2%�'s. : ,,•„. '�. • : . '••i i..' -� , , s••. ��.' ',��_��—_�� 13 6'X6"ACCESSIBIUTY WINDOW DECAL cD . � . . ....; _. . •• .:►•. . i r.. . _ . �••• .� .� .. . . . ..,. ` ----'---- �' � �� •�' � INE OF OF DRAINS AND OVERFLOW DRAINS _ 't '•> •i:� • .�•.. .► p o _ .'� _� � . ,�. F' :� L RO N ' .i 'i' "'� .i .i.... .�•• '� 14 BEYOND i� '•' �` :':• ', '.� • •� .` � y ' ` 8 --------- - i "t�_._. . ,. •.'_.,� .'`� .� �. Y'..' ri.. . a'� ��• '. . ��---+14 �5 DECORATIVE METAL GUARD RAIL _� ., ,. .... .�' � . ' ,.:`' �• ~N,�• a• , � . � ,...,i � . ... .. • •. •. a- ...• • ' � .:�, �, . .�, .: a t°� . .; =' : '---'—'-- RONZE . ... . . • , ..M,, :� , p: � � . f 's SPANDREL GLASS SET IN DARK B Q .p �� •p�1 ':�� S- •�•• ,.� � ANODIZEDALUMINUMFRAMES .�• a•R •nK '� + ' � � L y" 'rl�i ..�` �,. - 22 � ',,' ,'b .•q ' �•�L' '` t�: Q'_Q" �� STEEL TRELLIS WITH PAINTED FINISH �8 DARK BRONZE ANODIZED ALUMINUM CURTAINWALL FENESTRATION SYSTEM W!CLEAR 7 14 1O 'Ia 'I4 ZO 1J 2� �6 ZB 23 GLAZINGBSPANDRELGLASS ST @ OFFICE 2 19 METAL COLUMN COVER ONLY 20 PRECAST CONCRETE SILL-SIOPED TO DRAIN Q STOREFRONT DOOR WITH SPANDREL GLASS SET OFFICE 2 EAST ELEVATION �/�6" '� 21 �NDARKBRONZEANODIZEOALUMINUMFRAMES 22 CEMENT PLASTER 2'REVEAL JOINT UNE OF COLUMN 23 TRANSFORMER-SCREEN WITH LANDSCAPE- SEE LANDSCAPE DWGS FOR PLANT MATERIAL BEYOND 24 TRASH ENCLOSURE-SEE DETAI�2/A3.0 METAL DECORATNE 25 STEEL FRAME W!SPACED IPE WOOD 80ARDS, RAIL'G.VERTICAL MEMBERS TO BE AIN SET @ 4"O.C. 26 GAS METERS BEYOND,PAINTED TO MATCH BUILDING COLOR. PRECAST CONCRETE A B C D E F G H SILL ON CEMENTITIOUS BOND COAT-TCNA P1 S1 R1 P1 T R1 METHOD F103B-11 � I 15 3 4 1 3 20 5 7 1 � 9 I � I I I I I +2�-s� I I I COLOR& MATERIALS LEGEND THIRD FLOOR � I I I I ' P� PAINT 1:DUNN-EDWARDS tkDE5268'SUNDOWN' SLOPE � O f I I I I I I WOOD STAIN:OLYMPIC SEMI-TRANSPARENT +68'-0" S1 , � Q Q . Q N I � -- --- -- BRICK RED' n ._.__ ( _ +60,-0" Rl CLAY TILE ROOF:U.S.TILE TW0.PIECE MISSION Q __ ____ TILE,COLOR:'EL CAMINO BLEND' ' �'' 'd. � . O � +54'-6" O STANDING SEAM METAL ROOF:BERRIDGE . . ': � , . � .. �------ "CHAMPAGNE' CAST IN DRIP EDGE � ' ' " " ' � :'. R � • ' a Q p • %� •,r:% ,r �. :�` .. . �PRECAST:VENTURA CAST STONE'LIMESTONE', SEALANT AND BACKER � � � a. • • •� • . ' , ° :a . �4 N � .•�".:: �,: �, ;. :,� � SMOOTH FINISH . . .. . ROD ` ' ' ° ' • ' ------- ... •. . .• ' ' . � • •. v - � --- ----- . "'" ' . . . '.. ... . .. . . . METAL PLASTER STOP �� , .�. �� . � � . . � . �: � - ___ _ '-.:� � ! � G E N E RAL N OTES : . , -.� �.�• ry�� . . •': � . �� . �.,:-:-.0:: ,, 4. � .. _ . :' , . . • . • . . • s •' : ' .� � • • . • � ... • •. • •.•. . . .•.... :• . . : • ':.:1 . EDGE . a .4 ,a o 0 19 -.... , .:;• ': .�_ ' :.;.; �•.'•�: ANGLE CLOSURE @ ' a ' '°�' `� ^ ----- 's►- . '��: �-:=•r'�'1 ' � � �� ° , 8 +2��-6• 1. NOT ALL NOTES APPLY TO THIS SHEET EDGE OF SLAB 8 EDGE �4 .+ . ��'•• f � +. �--------� •. �'i,,i• •:� �" OF DECK �� Q o ----- ,... � . ••� • } •. . r. � .'.� .i ::1' . . ... '1 �'�M 718"CEMENT PLASTER �' N � •;-:.._: � :'.:} ': .'' ' ::�.. ..•:;•;M�+• >. ' • � • ' � SYSTEM 0/PAPER ,� ------- ...•�.: - - .:�. � -- - - • -- - � - � ---;�4'-0" :.. .. � .. .. . . . : �' _� ..:.� ,J'. .f N' �I J •. _ .s. .••'..`�" i� � � ' :,,�1 �I, BACKED LATH 0/1 • LAYER TYPE"D"PAPER o ----- �",*� - �i � :�...:.•: . 31/4"LT.WT.CONC.0/2" o .:i :.,:.r •i � � ``:.`�':�i. 0/PERMA BARRIER �j STEEL DECK �� METAL STUD FRAMING ��„ HYDROTECH MM6125 1/2"EXTERIOR -125MILS 0/FLEX FLASH F 0/ 26 23 21 16 14 22 10 SHEATHING ' 90 MILS �OFFICE BATT INSULATION,SEE HYDROTECH HYDRODRAIN 2 ONLY TITLE 24 2"COLORED CONC.TOPPING ;' �\ SLAB WI SCORE LINE PATTERN DECK EDGE DETAIL 3° 3 OFFICE 2 NORTH ELEVATION ,,16° 2 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T N R O D R I G U E 5 8 P�R T N E R 5 1 N C. ��s n o�t n w n I a m s n R o a a, s u I c s x o 0 uo��•io vi.. . c• e s o.9 e s.o�o 0 CONSULTANT �g�D ARC,yi G� P•R�� '•Tt� �� "N;�'.i N: 30 15�;� � �OF CA`lF� /�� 1 �� . „ ./ � 1 -� !� ;��I �� —��..,,.-.�..._ � �r!p:.:.r��i!�;::: REVISION PROJECT NO. `22,�j�J9 DATE DfiAWNBY SCALE AS SHOWN CXECKEDBY ELEVATIONS OFFICE 2 9A2. 1 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. �� O � 10 � SHEET KEYNOTES-OFFICE aEXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING � STOREFRONT ENTRY DOOR WITH CIEAR GLAZING � 4❑ LINE OF GLASS CANOPY-SEE A6.4 , � CURTAINWALL SYSTEM WITH FRONT-GLAZED CLEAR GLAZING AND SPANDREL PANELS aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � METALCOLUMN COVER � CEMENT PLASTER SYSTEM OVER EXTERIOR N OFFICE 2 SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR 11 �INE OF PROPOSED EXIT CORRIDOR 12 LINE OF SOFFIT ABOVE 13 RESTROOM AND SERVICE CORE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT ORIENTATION-SEE SITE 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 12 17 GAS METERS,SEE PLUMBING DWGS. 18 STAIR AND DUCT SHAFTS �, 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. g��• 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 21 FIRE SPRINKLER MAIN RISER - 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ° PREVENTION BUREAU REQUIREMENTS _ �,., 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. `� 24 TRELLIS ABOVE tO PASSENGER ELEVATOR CORE,"MACHINE-ROOM- o � 25 � LESS",3500 LBS.CAPACITY EACH. �" EXTERIOR DECK WITH SCORED,COLORED CONC. 0 26 TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 _ � _ 27 PRECAST CONCRETE WINDOW SILL " 28 30"X 48"AREA OF REFUGE PER CBC SECTION 0 � 1007.6 TACTILE SIGN COMPLYING WITH CBC SECTION O � fO 29 1117B.5.1 STATING:"EXIT" O ( M 30 TACTILE SIGN COMPLYING WITH CBC SECTION � ° 1117B.5.1 STATING:"EXIT ROUTE" � � 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY CONSTRUCTION SPECIALTIES,INC. 'n 32 STANDPIPE �I � q 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 'v '� `�r' 34 TRANSFORMER LOCATION FIRST FLOOR PLAN -OFFICE 2 (35,260 SF) � ��6�� 1 LEGEND -^'^'�^' EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE � INTERIOR WALL(1 HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 � INTERIOR WALL(2 HR RATED) 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 RWL RAIN WATER LEADER OD OVERFLOW DRAIN * TACTILE EXIT SIGN �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE OWINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE,SHEETS A6.1 8 A6.2 GENERAL NOTES 1, NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E S 6 G�R T N E R 5 I N C. ��5 N o r 1 n w n I e m a n R o a a, S u I t e P 0 0 Mo�o�.i� vi.. , c� e s o.e e s.a�o 0 CONSULTANT sED A R�y. tiV�?P Ro� T�n � �'� ��C12,818 T? *:�6-30•15 * Ni ��Q 9�'. ��F CA��F� �II� •► . �� „ , `/�� 'i: -- �� -��'; ' �r. _ :�,�. _,_,� 1 �__`��.,,�._.,,.,,..... �� :' t ".._. � �,�,�i�: REVISION PROJECT NO. 22,rjrj9 DATE 12.13.13 DRAWN BY SCALE AS SHOWN CMECKED BY FIRST LEVEL FLOOR PLAN OFFICE 2 9A3.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 4 12'_6" EQ. EQ. EQ. MNNFIRE I STRUCTURAL COLUMN,SEE AISERROpA STRUCTURAL � �� FIRE SPRINKLER MAIN RISER H '` O H "v w � 8,_�. `4 (� MAN � O w EIECTRICAL RM „o CJ w 1 HOUR RATED INTERIOR I WALL,SEE LEGEND �%�-6� ENLARGED MAIN ELECTRICAL ROOM -OFFICE 2 I ��8" I 3 O� � � � � , 'I 'I �� .'�I -��"I �� , o � � N I� N ( 4 5 6 7 8 29'-10" 32'-6" 32'-6" 22'-0" '-3 6�-�" 12'-6" 6'-0"8'-0" 6'-0" 12'-6" 6'-0" 2'-7= � — 4'-6� — I �— —+�— � ��—�--+f — ih �� ° � I � io o O CV (p I M � O �., a I � M _ � __ I � I � I � I � I O N M N I o � Q � � — =- -- °; M � � 0 � 0 � „� I � � SHEET KEYNOTES -OFFICE MAI N STREET aEXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) ALUMINUM STOREFRONT WINDOW SYSTEM WITH C U P E RT I N O 2 CENTER SET CLEAR GLAZING � STOREFRONT ENTRY DOOR WITH CLEAR 4� GLAZING STEVENS CREEK @ FINCH LINE OF GLASS CANOPY-SEE A6.4 � CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO,CA CLEAR GLAZING AND SPANDREL PANELS QHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE ASA � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS 8❑ METAL COLUMN COVER S U B M I TTA L N OFFICE 2 a CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR MAIN STREET CUPERTINO 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 13 RESTROOM AND SERVICE CORE ORIENTATION-SEE SITE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT � 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER �g PRECAST CONCRETE CAP 9 10 11 12 17 GAS METERS,SEE PLUMBING DWGS. 1S STAIRANDDUCTSHAFTS KENNETH ROORIGUES 8 P�RTNERS INC. RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ��s n o��n w�i.m,� a o.o, s�i�. z o 0 � � � 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 32'-6" 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M a�^�.�^ ��.w . �A a 5 0.9 6 5.0,a o (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 9'-0" 6'-0" 12'-6" 8'-0" 16'-6" 8'-0" 12'-6" 6'-0"9'-p^ 6'-0" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER CONSULTANT 3'-6" 5'-0" 5'-0" 3'-6" 3'-2" — _ _ _ _ _ _ 2Z KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS gF�ARc,y � Q 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. ,�c,`��P�ROD��'��t<`�, � �`'•� �� 24 TRELLISABOVE *:"'C12�818;,�:,� rs��—245— —�N'-- — —Mf—� �+ '� —� _ — � ;�6•30•15�: i —�— � I I OD RWl OD RN'L FUTURE � � OFFICE � � <"� 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- U'�;•., 'Q � LESS",3500 LBS.CAPACITY EACH. "9''••. �0 2 1 9 0 � 2 6 EXTERIOR DECK WITH SCORED,COLORED CONC. ��F�ALZF� � �. - o �„�� N TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 � � 0 27 PRECAST CONCRETE WINDOW SILI 0° 30"X 48"AREA OF REFUGE PER CBC SECTION KEVMAP N — — 28 1007.6 � O O M TACTILE SIGN COMPLYING WITH CBC SECTION I I I O I 29 11178.5.1 STATING:"EXIT" 0 ° 30 TACTILE SIGN COMPLYING WITH CBC SECTION � 0 1117B.5.1 STATING:"EXIT ROUTE" v O I � 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY 31 CONSTRUCTION SPECIALTIES,INC. , � o j ao � 32 STANDPIPE . _ --- — O L 30 � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 (0�; i �2 � 0 34 TRANSFORMER LOCATION REVISION 'v i v tO `� � : ; � o � � LEGEND ' 00 ^ EXTERIOR WALL i 'v r,�.'� EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � ' � _ _ GRADE SHEATHING OVER METAL STUD ' FRAMING(SEE STRUCT.DWGS FOR FRAMING � � iD SIZE AND SEE ELEVATIONS FOR FINISH) � � �; � 'a INTERIOR WALL(NON-RATED) � � � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO 2 � g I 26 i 'v M UNDERSIDE OF STRUCTURE � � INTERIOR WALL(1HR RATED) I I � : ; � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6� pROJECT NO. �L2,rj�j9 DATE 12.13.13 � (O,L� METAL STUD FRAMING, EXTEND TO ----- _.__.__- --------. ----. _._-- -------- — — CTURE UL DESIGN#419 DRAWN BV UNDERSIDE OF STRU . scn�e AS SHOWN � AND ANSI/UL#263 CMECKED BV i 4 �' � INTERIOR WALL(2 HR RATED) � � N � � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO SECOND LEVEL � —� —� . — UNDERSIDE OF STRUCTURE.UL DESIGN#419 --- -------- --------- ------------ ---- ---- , Q � AND ANSI/UL#263 FLOOR PLAN t I 2'-1" — �' RWL RAIN WATER LEADER O F F I C E 2 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' S'-0" 8'-0" 8'_0" OD OVERFLOW DRAIN * TACTILE EXIT SIGN ��-s� 32'-6" �� 32'-6" 3�"6� 4�'6� 30'-5" ��'�� 18'-1" 2�"�� DOOR TYPE DESIGNATION,SEE DOOR �i I I I � SCHEDULE 9A3■ 1 II I I O SCHEDULE,SHEE SI A6ATI�ON6,2EE WINDOW GENERAL NOTES SECOND FLOOR PLAN -OFFICE 2 (33 896 SF) ��16�� 1 O 2013KENNETHRODRIGUESBPARTNERSINC. + 1. NOT ALL NOTES APPLY TO THIS SHEET — � - '-3 '-5 24'-7' 2'-0' 10'-8" 29'-10" I I I 1 I I I I _ I — I —— � � � � � H b �a� — — — — — �— — 8'-3" 16,-0" 8'_3" 32'-6" 32'-6" 32'-6" I i I $'-0" - 32'-6" F y ■ � 4 SHEET KEYNOTES -OFFICE � ON fi CONCRE ELCURB(W�H RE CCU S)NSTRUCTED M A I N S T R E ET PARTITION AS SCHEDULED RATING OF PARTITION AS SCHEDULED na+ioc ao a�mios wc s�coa a CENT'RUSET C EAR GLAZ NG DOW SYSTEM WITH ��E�a STOREFRONT ENTRY DOOR WITH CLEAR C U P E RT I N O ACOUSTICAL INSULATION -f N MIN 1/2"THK,UL-LABELED a GLAZING \ FILL MATERIAL APPLIED a Mo.�nw�r�n s�tT�ap�ws COVER PLATE FLUSH WITH BOTH 4❑ LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH r`'��c a��,� a CURTAINWALL SYSTEM WITH FRONT-GLAZED SURFACES OF WALL: ^� CUPERTINO CA OUTLET BOX PAD AROUND TREMSTOP INTUMESCENT ��p�� CLEAR GLAZING AND SPANDREL PANEIS � TELEPHONE AND EIECTRICAL ACRYLIC,FYRECAULK,OR � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR J-BOXES.RATED"PUTTY PAD"@ EQUAL SCHEDULE ASA RATED WALLS � Q CONCRETE SLAB ON GRADE,SEE STRUCTURAL PIPE OR CONDUIT DRAWINGS CONTINUOUS ACOUSTICAL SEALANT � 8❑ METAL COLUMN COVER AROUND TELE.AND ELEC.J-BOXES. 3/8"CROWN aF UL- �� '��'i°°�'''ND�"� S U B M I TTAL w�r+oMOes CEMENT PLASTER SYSTEM OVER EXTERIOR FIRE RATED SEALANT @ RATED LABELED FILL MAT'L EA. L �� N OFFICE 2 � SHEATHING AND METAL STUD FRAMING WALLS � SIDE,TYP. � 1 116 ASSEIdf!OR lOOS 1�A f00//FL OR 730 LL s¢mornww ow�mt rnr 10 CURTAIN WALL SYSTEM ENTRY DOOR CONTINUE ACOUSTICAL �O°p"��' � MAIN STREET CUPERTINO 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC INSULATION AROUND TELE. FOR 1-OR 2-HR WALL 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 AND ELEC.J-BOXES UL SYSTEM W-L-1328 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS J-BOX @ PARTITION 3' 4 PIPE PENETRATION @ PARTITION 3° 3 TYPICAL BACKING PLATE NTS 2 ORIENTATION-SEE SITE 14 FOR EQUIPMENTLAYOUT 15 WALL MOUNTED 2A:106C FIRE EXTINGUISHER R 16 PRECAST CONCRETE CAP �� 17 GAS METERS,SEE PLUMBING DWGS. 1 2 3 4 5 6 7 8 9 10 11 12 1$ STAIRANDDUCTSHAFTS KENNETH ROORIGUES a vnaTNeas iNC. 86'-0" 19 SIAI B EDGE,SEEDCIVIL AND P�LUMBING DWGSBLDG. ��S N o�� W��s m.� R o.d 5��e =o 0 2'-0" 10'-8" 29'-10" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 30'-5' 18'-1" Z� OVERFLOW DRAIN TO DAYLI�HT AT BOTTOM OF COLUMN (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS "'°"""'" v i.. . c� e s o.9 e s.o�o 0 22'-0" '-3 6'-0" 12'-6" 6'-0"8'-0" 6'-0" 12'-6" 6'-0" 9'-0" 6'-0" 12'-6" 5' 8'-0" 16'-6" 8'-0" 5' 12'-6" 6'-0"9'-0' 6'-0" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER I 2'-8" 2'-7" 4'- 3'-6' 12 8 3'-6 16 3'-2" 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE CONSULTANT PREVENTION BUREAU REQUIREMENTS — — — — ' — — — — — — — — — 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �a�'�ARcy� W V'!J:'P.RODpi''••.�tn 4 24 TRELUS ABOVE �:i,� �cn;�'-+ � C12,818• 30 � PASSENGER ELEVATOR CORE,"MACHINE-ROOM- *:�s•30•15 "`* . . .. �. , � — — — � .�.: ....... ....,....,: .. •: ��. �: :. ,.... _. ,. ?.,...,...;•.. :�.'.:....• * .�.,.i+. ,.i., ' N�. �Q �.,:.,�.:�. ,:',. M 25 . . . �::� ,�:; :::":". . . . �., ,.. .. „..: .;.. .. .. , :, LESS" 3500 LBS CAPACITY EACH .. _ ... ......: .. .:...... ..... •..... .,. 3 , ;. EXTERIOR DECK WITH SCORED,COLORED CONC. �OF�� ZF (O 5 S : : 5 S 5 S (� � I I � O O O O O O O , � TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 CAL N `� `�� I I I � � � � `� C�n N 27 PRECAST CONCRETE WINDOW SILL M ih � o O N � N i+� � O � � o rNi `r � � � o � CV M N N M � � � fV � � 0 � 23 28 1007.6 8N AREA OF REFUGE PER CBC SECTION KEYMAP N «�� ' � 30 20 19 30 26 2 1 9 � 30 O—T O � " 29 TACTILE SIGN COMPLYING WITH CBC SECTION �+ � 1117B.5.1 STATING:"EXIT" �I I I I ( I (FUTURE) ( I I I O � 30 TACTILE SIGN COMPLYING WITH CBC SECTION Io, OFFICE , ° �q 11178.5.1 STATING:"EXIT ROUTE" ( I �8 32 I 411 ( 13 I 300 25 I g.o�E I 32 18 I I O I � � 3� CONSTRUC ION S ECIALTIESYINCID W!DRAIN,BY ° ot 1 O ' �n�rori __________ _—_-- ��—__—__ ______ __ _________________ ____�___ _ s ,�::�.� I I �---r------- -J---------------- T--------- r----- �- 1--- -------r---� � co 32 STANDPIPE [ � -------- r----- -------�--------� --- - --�---------� ----- ----� i � — TRASH ENCLOSURE SEE DETAIL 2/A1 1 � � � �i.y....� � 30 �— , — — 33 • � � s.nw�i � w rrs 30 ' srn�ia el I � 34 � O � 28 / � '� � ( � �S.H,,,, a�s,�.,. � I � I � � � 28 � � _ TRANSFORMER LOCATION Hn RE � ❑ REVISION v 15 �';�� i �oae.I � � ` ; 15 � � � I � ; �„s ; °; � w 15 ; ;; ; � ; LEGEND , o i f��i i 1 � I i f�� i � 4 """'^'" EXTERIOR WALL � O ' " `� i 1 � J i � ` i � io EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � � � f��..5�� 15 .e.�cw ELECTRIGRL � � � � � _, i � io GRADE SHEATHING OVER METAL STUD � � � i �- ��_- ---- � ' � _ �_ __________________ � ____________ _____ — � _ Z _ FRAMING SEE STRUCT.DWGS FOR FRA ING ,...:. � ___j _- � SIZE AND SEE ELEVATIONS FOR FINISH) o� �----------------------- ----------------------------------------- -------------------- ----------------------------------------- v � INTERIOR WALL(NON-RATED) I I I I I I I I I '� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" Z q �n METAL STUD FRAMING, EXTEND TO � 27 I I I I I I I � �o,� UNDERSIDE OF STRUCTURE w 27 5 2 1 9 20 19 � INTERIOR WALL(1HR RATED) lO I I I I I I I Zi 4 1 LAYER"TYPE X'GYP.BD.EACH SIDE OVER 6 � METAL STUD FRAMING, EXTEND TO PROJECT NO. ZI.�J�J9 DATE 12.13.13 O �� O — — — — =�` Z — z � _ — _ — z � — UNDERSIDE OF STRUCTURE.UL DESIGN#419 DRAWN BY scnie AS SHOWN " 02 O O O O O °D AND ANSI/UL#263 � INTERIOR WALL(2 HR RATED) CHECKED BV M co 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6' O O O METAL STUD FRAMING, EXTEND TO TH I RD LEVEL _ _ _ _ UNDERSIDE OF STRUCTURE.UL DESIGN#419 � W o AND ANSI/UL#263 FLOOR PLAN —— 2-8� 2-�� — — — — — — — — — -�-- — °O RWL RAIN WATER LEADER OD OVERFLOW DRAIN OFFICE Z 22'-0" '-3 S'-3" 16'-0" 8'-3" 6' 6' 6' 3'3' 6' 6' 6' 8'-0" 16'-6" S'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" * TACTILE EXIT SIGN 2'-0" 10'-S" 29'-10" 32'-6" �� 32'-6" 32'-6" 3'-6 32��• 1'-6" 32'-6" �-0� 32'-6" � 4� � 30'-5" 18'-1" �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE I I I I I 286'-0" I I I I II I I I I I I I ( O SCHEDULE,SHE TS A6ATI&6 2EE WINDOW . GENERAL NOTES THIRD FLOOR PLAN -OFFICE 2 (29,233 SF) ��16" '� 1. NOTALLNOTESAPPLYTOTHISSHEET O 2013KENNETHRODRIGUESBPARTNERS,INC. BATT IWSUU1T10N MRIERE REQIARED �J �� AUICOBONO TO SIRUCT. cw�xwc w/ t u�x tt�b' a�ac�rt Hoo OD PAPER 0/1 UYER � PERIA—A—fiAR(!ER ALUCOBOfO 11R. N ?w ��W z�w J�� H o�z J�O w � W�i �� JOINT @ METAL SOFFIT � 3� � 4 � �� • � ��1 '�•t3:.. ��..;. '�� ''o _�o. _� •�' O �■ I _ �� o 0 � q 27 M lA (O O M � �r M f�i O I ao Y � .� � .� � .� D �- � D = � �� 32'-6" 4'-2 16'�" .I LIGHT SAND FINISH,7/8"CEMENT PLASTER ASSEMBLY O/PAPER-BACKED LATH O!1 LAYER TYPE"D"PAPER O/t LAYER GRACE PERM-A-BARRIER LAP BUILDING PAPER MIN.OF 2'(TOP AND BOTTOM) 2"ALUMINUM REVEAL BY FRY REGLET- PAINT TO MATCH CEM.PLASTER BLOCKING AS REQUIRED METAL PLASTER MOLDING. PAINT TO MATCH PLASTER 1/2"EXTERIOR SHEATHING PLASTER REVEAL DETAIL I 3° � 3 12 6 7 8 86'-0" 32'-6" 32'-6" 32'-6" "4'-2"4'-2"4'-2" '-2"4'-2"4'-2"4'-2"4'-2" 4' 8'-0" 16'-6" 8'-0" 3' I -- ---- -- �m • (FUTURE) 20 OFFICE „ � t-�18 32 13 400 25 -- -----t-----------I---�------1---;"; --� I --— -- —_-- ----- — ,�� I � ._._.. � 30 ...�.�..r .._.... I �� 0 0 0 �� _ �i n f=�r 15 �n�� N41ERE REOINRED 9LOCKMIC AS 1/Y D�IERIOR'-� �-SM0�7F1 FMMSH,7/e' SFEAiFMif' CEM.PUlS1ER ASSEMBLY 5/f�l�lC PFR 0/PAPER-BACKED UiH rAllCf. �u�x cw►n�b' PAPER 0/1 UYEI! aa��w-�- 1'ANODIZED ALUMINUM REVEAL BY FRY REGLET, PAINT TO MATCH CEMENT PLASTER JOINT @ PLASTER SOFFIT 3� SHEET KEYNOTES -OFFICE � ON 6"CION RETE CURB(W�H RE CCU S)NSTRUCTED M A I N S T R E ET ALUMINUM STOREFRONT WINDOW SYSTEM WITH 2 CENTER SET CLEAR GLAZING C U P E RT I N O � STOREFRONT ENTRY DOOR WITH CLEAR GLAZING ❑4 LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH aCURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO,CA CLEAR GLAZING AND SPANDREL PANELS aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR � SCHEDULE ASA CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS �8 METAL COLUMN COVER S U B M I TTAL N OFFICE 2 �g CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAI STUD FRAMING 10 CURTAIN WA�L SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AGGREGATOR,LLC 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS 2 ORIENTATION-SEE SITE 14 FOR EQUIPMENT LAYOUT 15 WALL MOUNTED 2A:106C FIRE EXTINGUISHER � 16 PRECAST CONCRETE CAP I 1 12 17 GAS METERS,SEE PLUMBING DWGS. 1S STAIRANDDUCTSHAFTS KENNETM ftODRIGUES 8 PARTNERS INC. ❑ RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. ��s N a.�� w�i,m.� n o.e, s�i�. x o 0 32'-6" 32'-6" 30'-5" 1 S'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M o„„i.i„ v i.. . c� e 5 0.9 a s.o�a o ��_3• ��_3^ (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS !"4'-2"4'-2"4'-2 4'-2"4'-2'4'-2" 21 FIRE SPRINKLER MAIN RISER �4�-8� T-�� 6� G� F)�-�� F)� H��O� CONSULTANT I ( 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS i � �srow�cE �—————32 18 �— ------- -- - � I �-------- —� ---- —I 30 � � � ,� 5,� I � �. 15 � \ / � v I � i n� i I � � I r�--�----�--1---��— --� �� N I �� •c-o -, — 6' 6' 6' '-3 8'-3' 16'-0" 8'-3" 6' 6' 6' 3'3' 6' 6' 6' 2'-0" I.I.10'-8" , 29'-10' 32'-6" �� 32'-6" 32'-6" 3'. � 00 I � _ ___ J I I 8'-0" 16'-6" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 32,_6" 1'-6' 32'-6" 1-0' 32'-6. '-6 '-6 30'-5" 12 — 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. S�D ARCy� R �.��P R�� c� 24 TRELLISABOVE �;u'�, �N';-� C12,818 T: — QPASSENGER ELEVATOR CORE,"MACHINE-ROOM- *� 6•30-15 * 25 LESS",3500 LBS.CAPACITY EACH. N'`�'•• �•� 9'••., 26 EXTERIOR DECK WITH SCORED,COLORED CONC. ��F CA�1F� `D TOPP'G SLAB-SLOPE TO OECK DRAINS-SEE A2.5 ih ( _ N 27 PRECAST CONCRETE WINDOW SILL 28 30"X 48"AREA OF REFUGE PER CBC SECTION �Y�P N -y� ,oo�.s � v � 29 TACTILE SIGN COMPLYING WITH CBC SECTION O 1117B.5.1 STATING:"EXIT" M TACTILE SIGN COMPLYING WITH CBC SECTION O 27 � �Q 30 11178.5.1 STATING:"EXIT ROUTE" Q M 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY °` ICONSTRUCTION SPECIALTIES,INC. O �? 32 STANDPIPE ' — � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 � � in o . a TRANSFORMER LOCATION � o RewswN � (� � M � LEGEND � � '^"�^"� EXTERIOR WALL � EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � � GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) 'v �O INTERIOR WALL(NON-RATED) o � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � � METAL STUD FRAMING, EXTEND TO � UNDERSIDE OF STRUCTURE � � � INTERIOR WALL(1 HR RATED) y q 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � °O METAL STUD FRAMING, EXTEND TO PROJECT NO. L�L,J��j9 DATE 12.13.13 UNDERSIDE OF STRUCTURE.UL DESIGN#419 oRnw�+sv scn�e AS SHOWN AND ANSI/UL#263 � � INTERIOR WALL(2 HR RATED) CHECKED BY � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METALSTUDFRAMING, EXTENDTO FOURTH LEVEL UNDERSIDE OF STRUCTURE.UL DESIGN#419 o ANDANSI/UL#263 FLOOR PLAN — CO RWL RAIN WATER LEADER OD OVERFLOWDRAIN OFFICE Z * TACTILE EXIT SIGN 18�_�. �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O SCHEDULE,SHEETS A6ATI&N�,2EE WINDOW 9A3■� GENERAL NOTES FOURTH FLOOR PLAN -OFFICE 2 (31,509 SF) ��6�� 1 1. NOTALL NOTES APPLYTO THIS SHEET O 2013KENNETHRODRIGUES&PARTNERS,INC. I I I I I I I I I i I I I � I I � ROOF KEY NOTES - OFFICE � I � E ALIFRAM NIGSIOSEE STRUCTURAL D AWIONGS M A I N ST R E ET I I � SH ATHPNG ROOFING SYSTEM OVER EXTERIOR C U P E RT I N O aSTANDING SEAM METAL ROOFIN�OVER EXTERIOR SHEATHING OI METAL FRAMING,SEE STRUCTURAL DRAWINGS � GLASSCANOPYONSTEE�FRAME-SEEA6.4&A6.5 STEVENS CREEK @ FINCH � METALTRELLISWITHPAINTEDFINISH CUPERTINO� CA � METAL GUTfER AND DOWNSPOUT ASA N ❑ � OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL OFFICE 2 � ROOFDRAINANDPIPING S U B M ITTAL � MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW ORIENTATION 10 ELEVATOROVER-RUN MAIN STREET CUPERTINO ON SITE AGGREGATOR,LLC >> STAIR TO ROOF 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 j2 SPLASH BLOCK �3 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT � a 0 v � 2 \ I I L \�� I I I 286'-0" BUILDING SECTION -OFFICE 2 2 4 18 X24 LOWEREDMANSARDATTICVENT-SEE4/A2.4 ,i,s., 15 24'X 36"METAL MANSARD ACCESS PANEL-SEE 5/A2.4 � � 10 11 12 �6 R.4INWATER LEADER � `i' N E N N E T H R O 0 R I G U E S d P A R T N E R S 1 N C. � �7 PRECAST CONCRETE TRIM-TOP SLOPED TO DRAIN a�5 N o,i n w n i.m,� n o.a, s�i c e x o 0 M a u n 1 e I n V I s r . G A R 5 0.9 8 5.0]0 0 LE G E N D �oNS��T^NT — — SEO ARcy ��ci��p,.fR�D4i�'•�j,t� 0o HVAC ROOF TOP UNIT ON CURBS 8� y:��' ��;:�'�, - - °oo ISOLATORS,SEE MECH.DRAWINGS yt:��2,8�8 T:{t 6•30•15�. N�:, :Q 9�'••� ....��.� RD ROOF DRAW �F CALZF RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO KevMAa N - - STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN +��'�� DENOTES ELEVATION POINT c T.O.W. TOP OF WAL�ELEVATION T.O.R. TOP OF RIDGE ELEVATION � — — o T.O.D. TOP OF ROOF DECK ELEVATION,SEE � STRUCTRUAL DWGS.FOR ALL DECK HEIGHTS aevisioN DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT AP� DENOTES MANSARD ACCESS PANEL SEE 5/A2.4 � DENOTES 18"X 24"MANSARD LOUVERED VENT-SEE 4/A2.4 aRO�ecT No. 22.559 DATE 12.13.13 - - MANSARD VENTING CALC DRAWNBY scn�eASSHOWN REQUIRED AREA: Cr+ECKEO av NET AREA SHALL NOT BE LESS THAN 1 I 300 OF AREA VENTED PER CBC 1203.2 - - ROOF AREA:13,349 SF!300=45 SF VENTED SPACE REQUIRED ROO F P LA N SOq MUST BE HIGH:45 X 0.5=22.5 SF HIGH(PER CBC 1203.2) O F F I C E 2 - - 50%MUST BE LOW:45 X 0.5=22.5 SF LOW(PER CBC 12032) PROVIDED AREA: LOW AREA�(SOFFIT VENTS,SEE SHEET A3.0-A3.3) 121 SF X 0.5(50%AIRFLOW THROUGH SYSTEM):60.5 SF g A4■O HIGH AREA:18'X 24'=3 SF PER VENT X 74 VENTS=42 SF � � ROOFPLAN -OFFICE 2 ��16� � O 2013KENNETHRODRIGUE58PHRTNERS INC. �� ua,_n^ 10' , 32'-6" � �ca�n^ THIRD FLOOR-OFFICE 2 (30,371 SF) ��32" � 3 FlRST FLOOR-OFFICE 2 (35,260 SF) ��32" 1 286'-0" 286'-0" 97'-6" , 32'-6" . 65'-0" . 48'-6" �� 32'-6" 97'-6" 32'-6" , 65'-0" , 48'-6" � ,,, ,,,,,,, = M o �%/ .., ...,,,,,, , , , , ,. , , ,,,,,� �� `�� %/% % M i/ � , // : ;�// / / ' %//� � /%/%�/%//// /////////%/%/ , �/,i/��,;,��,;.%////,�//// _� .�,�,/.;,:%% � (D :jj �./j�/i j j j j��%��j � ' :jj /�.%:::;..�j jj j%;�.�//j N / �',�;:_"-`".�;/ j�i;;:;'::�j � j �� / /./�..::�:,��/ � 'j /;%/%/��j .;%//%,::'!�/�j/ • //,.ii./,/�/ //��..,.�.�.i.//i. � �% % %/ % � j %j��/,j��/�/,��/�� N �/// % /% % i � %%/// / ,///// / , / : / ,,/ , /,... .i ,. .,.�j �� %�j � ,/////� �/ � ��iii,, 10' 32'-6" 32'-6" 65'-0" I 32'-6" 0 9��-�� M p i V N ; r iD t0 i � M M O � � N O � � � � 0 V 0 � ��N � � 40'-6" � 32'-6" � 65'-0" � 32'-6" ��- � ,s�-o° FOURTH FLOOR-OFFICE 2 (30,371 SF) ( ��32� � 4 97'-6" � 7 N cD N M O il') � 0 � N � 16'-0" SECOND FLOOR-OFFICE 2 (33,896 SF) � ��s2° � 2 TABULATION: OFFICE 2 1 ST FLR 33,646 S.F. RETAIL 1,614 S.F. 35,260 S.F. 2ND FLR 33,896 S.F. 3RD FLR 29,233 S.F. 4TH FLR 31,509 S.F. TOTAL 129,898 S.F. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G ll E S d P A R T N E R 5 1 N C ��5 N o�1� W�I e m�n R o a E 5 u I t e 2 0 0 CONSULTANT ��SP°D�y�''� �.�� N.�� `�' C12,818-T. �i�6•30•15�;� N�:?� :Q y•., � �OF CA��F� � /ii� ' � \/ ;., �l� �. �� ;--�-:` ' ''' .�__ ,� � �� , :: � .;�; _,._,�� '�".�"_'""�.'� ■��;• . ....... , ;; ■r■�..�,i:,.—..: REVISION PROJECT NO. 2Z.rJ�J9 DATE 12.13.13 DR4WN BV SCALE AS SHOWN CHECKEDBY FLOOR AREA CALCULATIONS OFFICE 2 9A5.0 O2013 KENNETH RODRIGUES&PARTNERS.INC. O 00 O R1 _..J �. __I � � T � i O o �l ��: _ . .,... , ..,,.. 0 O � . .. .. .. i._ .. .., ,.� . . . �� . � �� N � 8 � r __ F j' , i __.. io j :: i _ i - - ' t ! " o o � , - - y N 1..... �. . �.. i 7 . ( F J�M Y F �� h�.. ..� � �. � � �,� ��'� - __�_:,.r��y �.s, �,,��_�_ �..-�-�'�,,Y .;�� ... o _ =� � �.. .4,,. :�.. . p��.�:,,�,. N � � �f �tg '� t 1`z:,: � ^ i� .e y� ,i F:,i��. �.� D�� '�;,ek�r � � ._�` � �': �� ..�, �� ; � � � �y o � _ �,� O � �i. , ... ��.� �- �� \ i ��;'� ,4 ;o- �� S, O � -_ -,T= -�L `Tt�, s i°' ' � . ., � ;/'�s � � � F � ��x - , � ��+� .. •'►� .�[w 'R' 1 1r as !! 5o1�Zww+ �.z� ,.��.. r ,_� y`+��t.t.r'',.�.=�' i �} 3� 6r 7pr�. � r -q,.::° 31 � �, 1��-��`�"i'� �� i�r�� _.`��< �i`?' '!}i �_■ O �;�". ��rt�. 18 13 _� 1 00 0 � i2 . . o " _� " �,`....,,...�. O .._." ---------._.,.,,'. .__.....___.....-�------ _ ; � ... . .. , a • . .� . ::. � � : N� Q ' � , � : . - -- t i __ �.,. - , _ _ �:...... ... . .. . 1n� f� . �f � _ .. '�. 'y�<.' * ��'�isi, _ _ _ _ -_ __ -- ---- _ _.__..__ SHEET KEYNOTES -OFFICE aTWO PIECE"MISSION'CLAY TILE ROOFING OVER MET/�,L FRAMING:SEE STRUCTURAL DRAWINGS aSTANOING SEAM METAL ROOFING OVER METAL FRAMING.SEE STRUCTURAL ORAWINGS � 718'EXTERIOR CEMENT PIASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL FRAMING OO OO �� 2 HORIZONTAL T8G IPE BOARD SIDING OVER a EXTERIOR SHEATHING AND METAL FRAMING SEE STRUCTURAL DRAVNNGS Z n n a S ORE RONT S SOTDEM NA N CLIEA GIAZING � METAL FRAMED GIASS CANOPY.SEE SHEETS A6 4 8 A6.5 � GFRC TRIM a CEMENT PLASTER EXPANSION.lOINT +68,�., ! ❑ METAL GUTTER AND SCUPPER-RUN RWL IN 9 WALL TO CONNECT TO STORM DRAIN SYSTEM i +C�'-0" �� OVERF�OW DRAIN TO DAYLIGHT AT BOTTOM OF �`i ` WALL -� _. ❑ DECORATNE UGHT FIXTURE,SEE ELECTRICAI "T „ . . .�... ... . . . .. � ,..:... ...�.�:...... �� DRANANGS -;., ,..' • ....: . - , -- � KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE ;: � ;s � , ; 12 PREVENTION BUREAU REOUIREMENTS � , +41•-0„ j :.: ::::::. _.._. ---. : _::::__. z i �3 6"X6"ACCESSIBILITY N1INDOW DECAL � L- ! �I LINE OF ROOF DRAINS AND OVERFLOW ORAINS � " � � c 14 BEYOND :,..................: . . '�..� .: .. .,.::- : �.... �2%'V vo... ...«....._..-..,....... ....., .. _..-.- .... ...._.. . ..�-.., �.....�....�..--...r�..e�.-...- ._ - --- ' --� -_._ -" R _'�_ - __' r �_l _ __ ;.M--- _;-- !- -�;_ --- DECORATNE METAL GUA D RAIL "•._- `e: is j . Y`� ; , � �`�s'� I�4 SPANDREL GLASS SET IN DARK BRONZE �` � � `��. � t r�", j �� 16 ANODiZED ALUMINUM FRAtdES a- '}r,�„ {7,, �.a�.:i; i".:-.y �( - � ` ".'r,'" ❑ � a .�r .� a° Y �� e 1 f T4�- �'�� •.,;�n+.�i....� .Q�% . �.�Y' e"� C i' ��.t�' . n.. '#" '� : �S•al�'• . . .a..� e,�a . . _��_ �:� ,�, � ��,�` t�: ,`��F�?'`�-�" +'�;�_� �"+F+�;>i�. `', �� STEEL TRELLIS VNTH PAINTED FINISH � "1.q� .r +, � ��" ��^ ❑ : , �: ; , r , ,,,,a ",�.. . � � .� ��,_. x is. � i:� !� � � .�' A I A MIN M •F 1 DARK BRONZE NOD ZED W U l�.Y .�. . '.� �1� Q ` .�f rt -4� � r �e ,� F��.' , ,8 '�e �€ � `t <. �,. � � � i rt t� ,; � , '�.�� 'M�� ,- r ,�' f�x�,'�, � � �r' � CURTAINWALL FENESTRATION SYSTEM NR CLEAR � 1� � '�^ ,�,;��t� �'`°°`�" `-�4 . I GLAZING&SPANOREL GIASS . �,�c.. . .� �,� �� ,-1- �-�,y ! �y METAL COLUMN COVER '�11 15 8 ,14� �20i aPRECAST CONCRETE SILL-SLOPED TO DRAIN 21 STOREFRONT DOOR WITH SPANDREL GtASS SET OFFICE 2 WEST ELEVATION 116" 1 � �M NTPRLASTERA2 REVEAIJONTUMFRAMES 23 TRANSFORMER-SCREENIMTHLANDSCAPE- SEE LANOSCAPE DWCaS FOR PLAN"f MATERIAI 24 TRASFI ENCLOSURE-SEE DETAiL 2lA3.0 ZS STEEL FRAME WJ SPACED IP£W'OOD BOARDS, STAINED TO MATCH IPE T&G BOARD SIOING � GAS METERS BEYOND.PAINTED TO MATCH BUILDING COLOR. � O � O O O _ e � ,.,�, �. . T.. `� `� �' Y,�,s. �i,_,_ � -� - — �� o �* ='�` �,,. ��. .%� .��''� � _ �`� �., a� �.°�"a� � � +x. .» �t.� � � " u • O � "{ :.. � �y� � � �.�� 1 N`� �� s � : � 4 � ;:t» �. k�� . �� , .., . � � o ��,� ,::� � � . 4. , � v > � �� ,�.�" �� :�. � � � ,� .� �� `� '�� ( - !� ��—k;-� �,..�., . r �:X a+�:. .� :� 20 T1 � 4 16'21'@ OFFICE 1 ONLY +68'-0" +6Q'_Q" ��.�� +45'-1" +41'-0" +2T-G" �;�ia�-o„ o�-o� OFFICE 2 SOUTH ELEVATION I ��s" I 2 COLOR& MATERIALS LEGEND P� PAINT 1 DUNN-EDWAROS XDE5268"SUNDOWN" S� WOOD STAIN:OLYMPIC SEMI-TRANSPARENT 'BRICK RED" R� CLAY TILE ROOF U S.TILE TWaP1ECE MISSION TILE.COLOR:'EL CAMINO BLEND' R2 STAN�ING SEAM METAL ROOF BERRIDGE "CHAMPAGNE" T PRECAST:VENTURA CAST STONE"UMESTONE". SMOOTH FINlSH GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MA1N STREET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K[.M Hi�t H RODR:iil�:.S A ��.'N�_F. N:. ��5 N o�1� w��.�m s� a o�e !u��1 e z o 0 u��.�.,� �,�., � � o_�. a� ,.,.�� CONSUlTAJ1 �u��rnu�.y ��a`5E.°..'4.�cy� �f V'�7:P,.PL�Qqj�'��'�§t �3�."C� �Ftn;��i ��i�6130815 �r*€ �N, �.�� ;�•. ti �-v,��.....`��,�{� �.,,�nw��CA:,�+'r� KFVMnr N -``., � \ jr r�,''\ '` ''f'� i 1��" �� _ �� .; .J_ ``z ��;��_' 2 'I y--�, ____ �.,� -�,---��_: �__ � L�. ,-�-, � 'si_—"_"__3...` j�...__.'__'____.__"_• REVISION !'RUJfCTNJ 22.559 DA�F ��.�9.�.3 oaav,n sv sc:uE AS SHOWN CHECNEDBV COLOR ELEVATIONS OFFICE 2 9c� .o O2G13KENNE(HRO�R!GUES8PAF2TNERS:NC 12 �> >�� U U CU U C� �; �� -*- o. o` �� o - (V � n '"_'_"_"' c o (V � i0� �' �� (V � a�;2',�4.�. ��.�� , p - Q� . O '� �� . :_��: o � 15 # 0 0 SHEET KEYNOTES—OFFICE � Nr0 PIECE"MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � STANOING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAIMNGS a7/8"EXTERIOR CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL FRAMING \J �/ �/ U � �RIZONTAL T8G IPE BOARD SIOING OVER 4 EXTERIOR SHEATNING AND METAL FRAMING: SEE STRUCTURAL DRAWINGS DARK BRONZE ANODIZED ALUMINUM 9 5 STOREFRONT SYSTEM WITH CLEAR GLAZING U METAL FRAMED GLASS CANOPY.SEE SHEETS A6 4 8 A6.5 � GFRC TRIM a CEMENT PLASTER EXPANSlON JOINT +68'-0" � METAL GUTTER AND SCUPPER-RUN RWL IN � WALL TO CONNECT TO STORM DRAIN SYSTEM +sO�-O�� j 1 O OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF WALL $ DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL _ n �� DRAWINGS KNOX BOX SYSTEM(KEY 80X)LOCATE PER FIRE •`��s 12 PREVENTION BUREAU REQUIREMENTS J �N„ +4��'O�� ;� i �3 6"X6"ACCESSIBIUTY WINOOW OECAL - "" �9 � 14 LINE OF ROOF DRAINS AND OVERFLOW DRAINS ' BEYOND #2%'15�� '� �_ �''� ,�%�� `-� 15 DECORATNE METAL GUARO RAtL x,`: .�k nrFe," -:��-:� , t ` � ��' � ❑ SPANOREL GLASS SET IN�ARK BRONZE y � + *• 8 ; 16 ANODIZED ALUMiNUM FRAMES ( e � - +i4'-.i' ( ` �� STEEL TRELLIS WITH PAINTED FINISH .:, ,aP` ` � .� � '�R' DARK BRONZE ANODIZED ALUMINUM 2� 18 CURTAINVJALL FENESTRATION SYSTEM W/CLEAR �` . GLAZING 8 SPANDREL GLASS , • , 1 J METAI COLUMN COVER � �j � 20 PRECAST CONCRETE SILL-SlOPEO TO DRAIN �OFFICE 2 2� STOREFRONT DOOR NATH SPANOREL GLASS SET ONLY IN DARK BRONZE ANODIZED ALUMlNUM FRAMES 22 CEMENT PLASTER 2"REVEAL JOINT 23 TRANSFORMER-SCREEN WITHLANDSCAPE- OFFICE 2 EAST ELEVATION ��6" 1 SEELANOSCAPEDWGSFORPLANTMATERIAL 24 TRASH ENCIOSURE-SEE OETAII 2/A3.0 25 STEEI FRAME WI SPACED IPE Va00D BOARDS. STAINED TO MATCH IPE T8G BOAR�SIDING � GAS METERS BEYOND.PAINTED TO MATCH BUILDING COLOR 0 0 00 rn �.:,..�.... .. ._ . . . . 7 ,. .... T.. ..,._ .,. , .,,�.,,w w.,�. .,,4� ,�. _. .-_ - _�_ . . o , : �� ! N � . : �.. . �. i / ti � .. °�„•' .. . . 1 ' '. ._..:�._» . . - .. . . �--.�.:-�" . . --- � - . - - �, _ �-�� - - �� ,� ----- � - - lV f� � „�iw � K �'c � �k,- ._ ' ,�F � T � � : � o - `'�'�' �ss«��5?�`�r��"��g� ��`� � �`��1.� � .��`��,. ��-. � � � ,� �. N O ; s .3"` t., . .:, � .�`;� .','E��`'�� p`'s -',� � � ..,�.,e,-; I� .L' � � k�'r'� g. tf ��:e� . ;:�� ..` %�. s �2s�p�-- � � , .. �� ; � , * _ . � .� ��. . . _ ,.,�� •� r�� - ,�� . � �� _ � � � � f -� �� p ° � § # � �1 i :� � , . � , � � �. �� i � a.� 1:.�.. .. ... . ��a,-.. �,....-.: ..: �:.,.. . �� . ........ �� . _.;.�... ..... \ Z6 23 21 16 14 22 10 �OFFICE 2 ONLY +68'-0" +6Q��„ +rje{'�� 41.�„ � +27,-6" Y� t f � 'i��{�-�� x. "�:.�, ;- y� r `� € .�..�� . �'� OFFICE 2 NORTH ELEVATION I ��16° I 2 COLOR 8�MATERIALS LEGEND P� PAINT 1 DUN#1-EDWAROS itDE5268"SUNDONM" S� 1M�OD STAIN:OLYMPIC SEMI-TRANSPARENT "BRICK RED" R� CLAY TILE ROOF:U.S.71LE TVY4PIECE MISSION TILE.COLOR "El CAMINO BLENO" R2 STANDING SEAM M£TAL ROOF BERRIDGE "CHAMPAGNE" �,E+T�9, PRECAST:VENTURA CAST STONE"LIMESTONE". `i SMOOTH FINISH GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD C1TY CA 94065 i `� 1� K t HNL!H N UGFI ti � . -�H'N�Iz., N.. ��3 M o�1� W��m�n R o�U 9 u�1• 1 0 0 w+,�� c.�� v�e.. �a F r. �n � ��n o corrsu�ravi �W W'YI:4MyWq� e'*��SED A R�y ��.'.�"�c�C��`!'�� 3�'�C12.818 N:�e gN•;�, 63015Si�i ;;�'' :�. ��CA�� '�"��„��n��,«� NFYMAP r) �� /,�� _ �� "?�=�.___.:� �� r'�_ ��_�� -,�.�: _ . __ ___, --- _ , � -- - � , ,t �� _r , ._L_______._.!�i l�""""—� -- REVISION PROJECT NO 22.559 DA'E ��.�9.�3 or+awH sr scn�E AS SHOWN CHECKED BV COLOR ELEVATIONS OFFICE 2 9C 1 . 1 O2017 KGNNE�N RWRlGUES 8 PAFtTt{RS iNC. -____ __ ` �,�` �/� . . > � MAIN STREET CUPERTINO �TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC D3 REOWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � � �NNETM ROORI(i'JFS i P�R��[NS iNC. �6 M o i t n W�i s m�n R o�E. !u i�• 2 0 0 o u n.�i n V��w . 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PLAN „,�s„. ,,�,.��a �:��,��; ' OFFICE 2 �� - � �� , �I�#��`�:!��i:��'��'�":?��;�itr.'�r.��!�1':ir;%t:�+,�tl.�t��t:�.�t_�?t��.��-��.r_, . .�'?'�,s:s:�w� ��. ._ ..� «., _.�.i_.� . M�-�,�{� %��,.t , �, % � � < __�..._.__ , ._ �.-�� ` `— � "`� �,�� C� � ^ yv ! � � � . ._... , , �, � ��" �. �:�� , - ~�'- .,� ' � -; � .s�s` � �FFICE 1 WOOD FENCE- TRANSFORMER SCREENING SECTION PLANTING STRIP W/ NO-MOW FESCUE TRASH ENCLOSURE OFFICE 1 J� ` 1 � .�. �� _ :�,,�. , H t�� : ,� � �,�� '�� a ve A$H TREE ASH TREE CfTY STREE- � iN PARKING � REE ISLAND� �.< "�� ;�; �f � �� '�' ' � �ITY "�i--1mr �r SIDEWALK PARKlNG�VALLCO TRASH ENCLOSURE ;�,� WOOD fENCE- i� TRANSFORMER � ��''�SCREENiNG � ��`,�`�, �r �;?a �� a•��'� . � � ;z � � � ��.�, � ��j�•��_ -- _ _ �'' � � r"-_ -- '�-�.�` �y �_-" —- - _ i �"i,� i �� 3 t'�`� �`� ��`� �� . ( /�µ /� /� � ,,,,, � . �--- �.� �� "� �- �� , `- � � ` < �,�� ,� �� _--- � �, 1� ��,;�,�,�, ''�a�< �� ' �� ✓;� �. � �, �� ; � �. �?s� �,� �e�.� �� gr�� ' g�e� �r� � �y,�'� � Yy � �� . � �5•--- ��N. "� �`''9t�� '.r ! vA�' a•� s �! �� , �;;�' �•�� . � �. � � <�\/ �y� � r�', ��•`, �' �_.,� �.�. �..�� -w� �., � _�� ~� ��'�'�°' �-�� o� -`' `.�.� � � -� �`,`�' ,�, � -. � �� _ -s:$.- ��t. ,.,_�. .J 1 � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T N R 0 O F 1 G l!E 5 S �•A N��.F;_., i%.„ •�5 N o r t� W��s w a• R e a E S u.t• 1 0 0 Y o u n:a i n .��w . C A 6 S p 9 6 5 0 i 0 C coNS�xt�Ni THE GUZZARDO PARTNERSHIP iNC. Landuape Architeds• l�nd Ma�ners t 81 Greenw�ch Street S�n Fr�nc�cco,UN111 t11SN)1672 F 41 S 433 SOOI _ /��► �,�r ��! , �� .�.:. �' , 1 '�z_ .��=i � � _• ...�.��_�.... 1..,..�,�. �� '`i��M�i.__._..J� �-1 �� , _ ____-:�- _� REV�510N �PNDSCAPfq W=O��al^'°^ 0 9('f � �" . � � T � _ � __ �:;. .�r __o'�'i+ �\:. QtF OF CAl\F�P PRO!ECTNO. �.�J�J9 DATE O�.O$.ZO��i or.�,wm er AIB scue as shown cHeacen er GL,AIB VALLCO�OFFICES s:. - __. w.,.,,.. ,-. Y_ -� o^- �..� � - �4 . � �� .. , . ��, ._ ' , � . y � .�-'^ � ,�'"; � � ''. �� , ��'r��' �— ;�i : - : �� "� -`=' � � ■ I r�o i �-. a � � .�� ., � a _ �cs° G.o L. ; +� t �,;y�� ,�o ` t � � 4, r'Si!„��I! e�� _ i �~�� -� ��'.��"� � � r--- ---� � =—� NORTH ELEVATION - OFFICE 2, OFFICE 1 O 207?I�NN[THRODRiGUE56PNtTNERSINC ■ _ _ _ ___ _ _ _ _ _ ��,��y,� .� �--�--� � � � M � � �� — i t.i.� � l � , � �1. 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TANTAU ELEVATED PLANTING AREA TANTAU AVE SIDEWALK � Tantau Section r sule:t/a•=1'•0• �'� MAI N STRE ET I; CUPERTINO � ' STEVENS CREEK @ FINCH CUPERTINO,CA � ASA i SUBMITTAL � ', MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R 1EMNEtM 0.0OR10.�1�9 � aa0.LN�.iv iH� ��S N e r 1� W�1�T�• R e s C. 8��t� 2 0 0 Y o u rt•�1 n V r r C A 6 5 0 9 8 6.0 �� COhSULTAkT THE G UZZARDO PARTNERSHIP ir,c. Landstape Architects• Lsnd Marr�ets 187 Greenwich SVeet San francisco.CA 9�111 7At5�33 4672 f�15�33 5003 - �Il� �� ! -�/ :� :::�� .:,, � ,� `•, ; _ ., :r ,: _ . ...-.�.=..�._..,..._t � – ��+�M4Xrt _ �+ a—� •,: i ,M�MM. -_.......... !'-.. ......I.__.__— . REVISqN PNOSCA�f �ti4,�`tati Ron o49ry 0 � 1��i� J � � /"� • � 5 MY .rr oi=oa.ia �� Jf Of CA��F�� vRO��cTrw. 22.559 w� 01.08.2014 or�uvrr ev AIB sc.u.e es ShOw� "� � � � ' �'� si'fsACC c.�at --• -- ,�-->. • . , _�. 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Scale:t'.30' 0 15 30 60 - ,��, ""' t� , ��:;; . ,,��.... �:,.,, .�..:; , ,:.:,. . :,..;,� , ,„'. `... ,..�u -,..,. � i .,..,.,,_��. , ,,,, , ��;, ,;;'�� ,�.< „,. , ,�;; ;a„ ,,i i� �. � .., ,. ,� � � „ �z , o , � ;'.�.� .�...,�, . a� . i �, � r, y.H �/ /n .i / y , i/.i /i ,i. .r. . i i / i i i .i. �i ..� ii i,ii �, �.i. ,i / . i i .5. .i. .i„i . ,.iii ,.i i, i,� ,i r / .,i. / / w,../-. .i. �i i i'i. ,/i ./ ./. i i i / i i::�/,.: �Yi Y,7 i � / l r .,i. / � . , i F ,. ., ,i,/ //,/�.//i i, / / ../ / h �/ i"' i 1 . .. , . . /' . / . <.r;�,,,/ial�,��„�,./h,e�,��,ii��i��,/,.��i✓�i.��;r,,,a�,,iUr i��,,,,�N��irbHCrniii;iab7i,w„��,.�,,iiri,r�„„hai�,v,,iu,.��i ii,�.�. ,�rr m,,�.�,,�ite,,✓,,�.,i�i,,�,i��,l,�✓ii,�a:�,i4iriyLr�i��i,r'/�✓r,i�im u�i�Hi�/r.�rlr„i9��,��i%//Niiis��a/l�n�ui,��,.i,//er./,��,_,,,,,; n ,�-./, �gy iy ,/w,.ti�i,� l�,a i,,i, r ,��,�1,: /�u///��_, �'�. , � ---L SPECIMEN OAK � �� IN RAISED DECK � „, ;; �,, ,,,��- ..1 //'�', ,�. � � <\ `��'"� /. �-'�€1 J LL' \ ��',� ,� "�t�v.( yi �� ` �,. ; /j. ``�''�r�y . J � � �� ` �� ' �L � . ��.. a ;1 . :,°,.-..'a •� �; ��'` ,J � ��. /� � �� ' � � �t/ � ' . . . � . ��, _ . ,�IEW ASH STREET TRE'�n°9 � `�� ORtHARD ASH TREE 3; •' � �,°�, l�, -> 4� y p �:, ,� ', 4. � i � � � y �_ - I t �� ''f ��=',� �' �� i \� � � �,, _, , ,- , _��-� ,: � �/�-� ,,��., _.. ��, J.Y /- ; J '�a'� �R/ �� C_ D� ��~S y ,)i �r. -�. #�f'\„ �� ki'�1`�.: I'•I'1: _� �I.� ,.' r;�-�: ��.�� ---------- ----� �3 ..:"k"� r �v�i � � :, 1 ��l�-. . _�'r �i`��`' i STEVENS CREEK BLVD. STREET TREE UTY SIDEWALK WOOD DECK OFFICE 1 PATIO IN TREE GRATE C, Shop 1 Section ' x.�e:,,.•�,•-o� �'�. �� r�i �, � � o. I O I = N � MAIN STREET � CUPERTIN4 STEVENS CREEK @ FINCH ' CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC i 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 i � R � � � <C NN ETM HOOM10..k."1 • a�+r�.�iti .v�. ��S N e r 1� W�1�m�• R a�E . H�1 1• 7 C 0 � �;vo��..�� v�..y c• e n o.♦e a e�e e �'.CONSl1LTMT TME f �GUZZARDO � PARTNERSHIP iNC. Lands�pe IlrchiMcts• lard Mannws t81 Grterw,ith Sdett San francluo,CA91111 7 47 S<33 A673 F�15�33 5003 _ ��i �� „ l� : t., . i �� '' 1�:� � .r.�-,.��—�..r -�� N� ��--�� 'NI REVISqN PNOSCApf 2,�4,��ae mo�aq7ry ` ° r�� • -�i Sv+N •✓'I. 01.(�8.14 �r• 9lf OF CA�� vRw�cr rro 22.559 0�� 01.08.2014 oa�w�+er A�s scw� as snown cHec�oev GL,AIB SHOP 1 � STEVENS CREEK BLVD L-1 .0 k j Q zo,:��en+rtooa�uesav�rm�r�s,Nc � � �_ _ _ _ _ _ _ _____-------- ---- ___ _ _ � a STEVE�lS �REEK BOUL.EVARD Scale:1'=30' 0 15 30 60 Nath �.�_, r� �`�� r—�� _..�, ;-' �\ '�. i � ` � �,` �'��, , °'�'� �-, �„_' � L` � �,� � : , "�� lF� �! ^„; �'" t �, �. �`y�G'� ��y V�. � �` ��+' 4 � � NEW STREET TREE r �, s-.. `�J � . .�, `�tPEAR�TREE) . a° � .�h � � �- .i � � ,� i"�� .� -—� �` 5 �.�'�,'.�^ .�� v ��- �� F �'�� , _ a �; � , .��a �r �� < 1 f _ � > 9 � NEW STREET TREE (PEAR TREE) 1 / � ' MAIN STREET '; CUPERTIN4 ; ' STEVENS CREEK @ FINCH CUPERTINO, CA i � ASA � ' SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R M E X N E f M R O D R 1 O.,E 5 � �+W 1 N�_H v ir��_ ��S M e r t� W�1��n�n R e a�. 9 u i 1• t 0 0 4o�n•.�in v��r C♦ 6 S 0 B 6 6 p i 0/1 CpN$ULTAhT THE GUZZARDO PARTNERSHIP iNc �a��n,t�rx�� a n� ui c..«�wkn svM Ssn Francixo.CA 9�711 T 41 S 433 4672 F 115�33 5003 - �II� r�:%' �. i :/�' i:�.._ � � � ..,� . ;� �. =��l � � - , ..,.� �..,._..�..- �" t..�.��.r .. � � :��y�. �.,.�. � — r�v�sqH `�N9SCAPf4 ?��,o ",R,o�No 9�y lWi O j✓� . �I (J °+u •J'J, 0108_14 ��t• 'lE Of CA�\�� `''c•,�; � � t r' �„, v�ea�cr Ho 22.559 wrc 01.08.2014 �•�,�� %' or�wHev AIB scw� asshoMm t ' � ` � � A CHECKEDBV c�,ag �� C� �� _ ,,�,� ` SHOP 4� STEVENS CREEK BLVD i li—�� : ? J� ,\� ,�G,� '� . i�-� .� ►� � ;I I ` -.._ ._ 1:_— __ � _-:-:: �'�� :�\ �� STEVENS CREEK BLVD. STREET TREE CITY SIDEWAIK WOOD DECK/ OUTDOOR IN TREE GRATE STAIR AC�E55 SHOP 4 L 1 ■O I PATIO ;�_Shop 4 Section ; `�._.� sca�e:,��•:,�-o• O2073KEN�iETHR6ORIGUE58OARTNERS,NC ■ _ _ _ _ _ i� � �� Scale:1'.30' i 0 15 30 60 North _ _ _ __ _ ___ __ _ _ ___ - - _ _ _ -- ---- l I _� �� . ��b }: �� -� "V �,%1-- _ r��'" `� ;'' ; �., C '�,,�__i i !�i1 / � � � . .� t J ,`\ 1�`�,J` EXISTING ASH TREES ` �� '�.cs`� c � ��i w �� l °LL �� ._.s` �,� �_� � ;\ � ` �—, 1 ' !' � � ; .- �� ` - ,�� L'�}�...`_ 4 i NEW�TREET TREi� C�,` NEW-ORCHARD TR�E " � '�_ , �: � (PEAR TREE ��° ;��PEAR TREE) ��;'`' ,, ) '�,=� e �; � `�,;� r•� _ �' a , _. •l�, � , ��. ° 4�i w �o d � 2 N MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 �E N N E I H R O O N I U i.L 9 i v A N 1 N E N y I N C, ��S 4 e r 1� W�I��n�n R e�U. 8��1• 1 0 0 M o u n��I n v�r v C A 6 6 0 B 0 b C �0 11 CONSULiANT I THE ' ■GUZ2ARD0 PARTNERSHIP iNC. landsope 1lrchitccts• Lsnd Marrxn 181 Grcenwich Saeet San irancisco.CA 91111 7�1 S<33 4677 F�15�33 5003 - /�i� �•::,%.��. �� v ��. . , ..: :--- ., , .:� _ .. : : � _� �' � �� ...�,�.�.,,.-..»-- k ' � �..��Miw�r :: _�'••�� ri�.: J REVISION rNOS C A p f �2��0 o`'�mon o�J�+� i � il�' • n � °u .r�, oi oeia ��r 9rf Of CA��FOP vno.rccr nw. 2Z.559 o�TC 01.08.2014 �nnwr�er AIB aou.e as StWarn cHeuceoar G�,/Ug SHOP 6� STEVENS CREEK BLVD _ _ _ : l. . V� '4'� '::4}. ( .� " �.t, STEVENS CREEK BWD. STREET TREE CITY SIDEWALK WOOD DECK � ` L � ■O� IN TREE GRATE ��, Shop 6 Section � sule:1l4'=1'-0' Oao,3��nooa�ues a o�an�RS.Nc LAYOUT LEGEND � Lawn � No Mow Fescue � Ground Cover � Pedestrian/Vehiculor Concrete Paving Type 1 � Pedestrian Concrete Poving Type 2 � Pedestrion Concrete Paving Type 3 � Pedestrian i Concrete Paving Type 4 � Pedestrian Accent Paving Type 1 � ' �-� �_i Pedestrian ' �- !..._.:___<__ i-! � ', ; Accent Paving Type 2 � Vehicular Concrete Paving � Vehicular Accent Paving � Vehicular Stamped Asphalt Type 1 � Vehicular Stamped Asphalt Type 2 � Wood Deck Paving � Decomposite Granite Paving jGravel Paving -----J � Stormwater Treatment, S.C.D No Mow Fescue cover. � Fire Hydrant S.C.D. � Utility Boxes S.C.D. ��1\ �T„ �� 0 O �=}- Below grade utilities as noted. S.C.D. Trash Receptacle. See Color and Finish Schedule Planter Pots. See Color and Finish Schedule Bench. See Color and Finish Schedule Tree Grate See Color and Finish Schedule Tables and Chairs. See Color and Finish Schedule Communal Table See Color and Finish Schedule Electrical Outlet S.E.D. X Detaii Number L-X Sheet Number - - - - Property Line - - - Setback Line �-� �-� �� PUE Line - - Limit of Work Line - - - - Match Line Center Line ___��L! >1L AI i g n �--�- Perimeter Fence Line E.J. Expansion Joint S.A.D. See Architect's Drawings S.C.D. See Civil Engineer's Drawings S.E.D. See Electrical Engineer's Drawings S.C.F.S. See Color and Finish Schedule S.F.C.F.S. See Fountain Color and Finish Schedule �� Street Light. S.E.D. and S.C.D. �( � Pedestrian Scale Pole Light. S.E.D. �� See Color and Finish Schedule � Suspended Cotenory Light. S.E.D. See Color and Finish Schedule � � Uplight. S.E.D. • See Color and Finish Schedule �;:� Wall Light S.E.D. See Color and Finish Schedule � String Light / Suspended Light. S.E.D. See Color and Finish Schedule ----------------• Tape Light S.E.D. See Color and Finish Schedule LAYOUT NOTES 1. The Contractor shall verify oll distances and dimensions in the field and bring any discreponcies to the attention of the Londscape Architect for a decision before proceeding with the work. 2. Contractor to take all necessary precautions to protect buildings and waterproof membranes from damage. Any damage caused by the Contractor or the Contractor's representatives during their activities shall be repaired at no cost to the Owner. 3. All written dimensions supersede all scaled distances and dimensions. Dimensions shown are from the face of building wall, face of curb, edge of wolk, property line, or centertine of column unless otherwise noted on the drawings. 4. Walk scoring, expansion joints and paving shall be located as indicated on the Layout Plans, Landscape Construction Details, in the Specifications, or as field adjusted under the direction of the Landscape Architects. 5. All building information is based on drawings prepared by: Kevin Jones KRP Architects 445 N. Whisman Road, Suite 200 Mountain �ew, CA 94043 tel. 650-965-0700 6. AI� site civil information is based on drawings prepared by: Steve Yazalina Sandis Engineers 936 E. Duane Ave Sunnyvale, CA 94085 tel. 408-636-0900 7, All garage information is based on drawings prepared by: Raju Nondwana IPD 1201 Marina Village Parkway, Suite 100 Alameda, CA 94501 tel. 510-473-0300 x 103 8. For Site Electrical information see drawings prepared by: Tomislav Gajic ACIES Engineering 111 West Evelyn Avenue Sunnyvale, CA 94086 tel. 408-522-5255 9. For Structural information see drawings prepared by: Dan Lewin Hohbach-Lewin, Inc. 717 Market Street #200 San Francisco, CA 94103 tel. 650-617-5930 x 223 10. The Controctor is to verify locotion of all on-site utilities before commencing with the work. The Contractor shall be responsible for the repoir of any damage to utilities caused by the activities of the Controctor or the Contractor's representatives. Any utilities shown on Landscape Drowings are for reference and coordination purposes only. 11. All uplights are to be directed upward into the trees or objects they are intended to illuminate. Uplight positioning is subject to field modification by the Landscape Architect. 12. Protect all existing construction from damage. The Contractor shall be responsible for the repoir of any damage to existing construction caused by the activities of the Contractor or the Contractor's representatives. 13. Expansion joints shall be locoted no less than 16' o.c. nor greater than 20' o.c. and/or as indicoted on the Layout Plans, Landscape Construction Details, in Specifications, or as field adjusted under the direction of the Landscape Architect. SHEET INDEX L-1.Oa Illustrative Landscape Plan L-1.Ob Town Square L-1.Oc Shopping Plaza L-1.Od Stevens Creek / Tantau Corner Plaza l-1.Oe Hotel L-1.Of Imagery L-1.Og Vallco � Lofts L-1.Oh Vallco � Hotel and Garage L-1.Oi Vallco � Offices L-1.Oj Tantou L-1.Ok Shop 1 � Stevens Creek Blvd L-1.01 Shop 4 � Stevens Creek Blvd L-1.Om Shop 6 � Stevens Creek Blvd L-1.1 Layout Notes and Legends L-1.2 Layout Notes and Legends L-1.3 Fine Grading Notes and Legends L-1.4 Planting Notes and legends L-1.5 Planting Notes and Legends L-1.6 Planting Detoils L-2.1 Overall Landscape Plan L-2.2-2.12 Layout Plan L-2.13 Hotel Layout Plan L-3.1-3.12 NOT INCLUDED L-4.1a Overall Plantinq Plon L-4.1 b Planting Imagery L-4.1 c Planting Imagery L-4.2-4.12 Planting Plan L-4.13 Hotel Planting Plan L-5.1-5.18 NOT INCLUDED L-6.1-6.10 Construction Detoils L-6.11-6.15 Hotel Construction Details L-7.1 Fountain Notes and Legends L-7.2 Plaza Fountain Notes ond Construction Details MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 i � N E N N E T H R O D R 1 G U E 5 8 V A R T N E R S I N C. ♦1 5 N o r 1 h W h I t m�n R o�E , 5 u 1 l e I 0 0 M o u n 1�1 n V 1 e r . G� 8 5 0.9 6 5.0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP irvc. Landscape Architecu• Land Planners 181 6reenwich Street San Francisco,CA 94111 T 415 433 4672 F 41 S 433 5003 II - ��,;� �� ..,�.� „ .� C/i�� '�:\\� _��r , .� � . i .�.-.�...... �I �.�,,..... ' .-r ' , �:: � � ,.�... ,___ ,u__ _---------- _J REVISION �PNDSCAPFq �O `aymon N '�� W=h O o r.,� ', � � � ^ '".;. .r�, oioe_ia ��P 9 °"• TF OF Cp��FO� PRQIECTNO. ZZ.SS9 DATE Q�.Q8.20�4 oRnwr,ev AIB scn�e as shown CFIECKEDBV GL,AIB LAYOUT NOTES AND LEGENDS L-1 . 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. COLOR AND FINISH SCHEDULE PEDESTRIAN CONCRETE PAVING Type 1 Natural grey concrete with light broom finish. Sweep perpendicular to path of � travel. Type 2 Natural grey concrete with light broom finish, w/ silica carbide added. O Sweep perpendicular to path of travel. Type 3 Integral color concrete with fine salt finish. Color: Pebble #641 w/ blue glass 0 aggregate top seeded (where noted on loyout plans). Type 4 Integral Color Concrete with light broom finish. Color: Graphite #8084; 0 *All colors to be: DAVIS. CONCRETE BANDS AT PAVING AND PLANTING Color and finish to match Pedestrian Concrete Paving Type 1. PEDESTRIAN ACCENT PAVING (PERMEABLE AT TOWN SQUARE ONLY) All by Calstone, contact: Mike Marhenke, tel. 408-598-0518 Paving units are to be dual mix design using Duraface/Face-Mix technology. Integral through colors are not acceptable. Type 1 4x8 Permeable Paver / 4x8 Mission Paver; Color: #92-40�, #60-30�, � #80-20%; #83-10� Finish: Standard; Pattern: Running Bond; 4 pavers in line to create linear paver effect. Permeable Pavers in Town Square Only. See Layout Plans. See detail for color pattern. Type 2 4x8 Permeable Paver / 4x8 Mission Paver; Color: #83-100%; 0 Finish: Standard; Pattern: Basket Weave. Permeable Pavers in Town Square Only. See Layout Plans. VEHICULAR CONCRETE PAVING Type 1 Notural grey concrete with light broom finish. Sweep perpendicular � to path of travel. Score as shown on plans. VEHICULAR ACCENT PAVING - PRECAST CONCREfE PAVERS All by Calstone, contact: Mike Marhenke, tel. 408-598-0518 Type 1 80mm 4x8 Mission Series Pavers; Paving units are to be dual mix design � using Duraface/Face-Mix technology. Integral through colors are not acceptable. Color: Brown/Beige/Charcoal; Finish: Standord; Pattern: Herringbone. VEHICULAR STAMPED ASPHALT - STREETBOND OR SIMILAR Type 1 3' wide bond, score � 4'O.C., color: Granite � Type 2 fie�d, color: Khoki, pottern: Offset Brick #10-103 0 # AI► concrete and pavers to be sealed w/ GST Stainblocker Elite Sealer or similar. W000 DECK PAVING � by XXX Clear All Heart 2x6 IPE Decking w/ smooth finish; leave to weather. DECOMPOSITE GRANITE PAVING � by Lyngso Garden Materials, tel. 650-364-1730 Tan Decomposite Granite, �" minus granite quarry fines; w/ clear binding Stabilizer. GRAVEL PAVING by Lyngso Garden Materials, tel. 650-364-1730 �] 1 x2 inch Buff La Paz Pebble; Boulders � by Lyngso Garden Materials, tel. 650-364-1730 Desert Cloud Bou�der; size varies / hand picked. QTY (15) PERMAI.00 EDGING All by Permaloc, tel. 616-399-9600. Type 1 AthletEdge, size tbd, MF-Mill Finish; Type 2 PermaStrip, size tbd, MF-Mill Finish; Type 3 BrickBlock, size tdb, MF-Mill Finish. WALLS Type 1 Poured-in-Place Concrete; Color: Natural Grey; Finish: smooth sack. Type 2 Poured-in-Place Concrete; Color: Pebble #641; Finish: smooth sack. Type 3 Metal (Corten Steel) Woll Sheets; Color and Finish: natural steel, left to weather; translucent orange plexi-glass inserts where noted/see construction drowings. PIANTER POTS Type 1 Oversized Planter, 60"diam.x40"tall; Color and Finish: powdercoat rust, with �— Droinage Fittings & Irrigation Sleeves; Available at YardArt, contoct Jason ��_� Levine, tel. 925-234-3153. QTY (7) Type 2 Cube Planter, 21"x21"x23"tall; Color and Finish: powdercoat bronze, with �_� Drainage Fittings & �rrigation Sleeves; Available at YardArt, contact Jason Ir�I Levine, tel. 925-234-3153. QTY (27) �L J� LIGHTING FIXTURES Pedestrian Scale Pole Lights Type 1 Albertslund MAXI Post LED, Model: AL8-MAX-PT1-250W MH-WHT, Color and Finish: GRAPHITE, Class 1, w/ matching 16' tall Pole; � by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909 QTY (103) Type 2 LP Nest LED, Model: LPNEST-PT1-150W MH-T-6, Color and � Finish: GRAPHITE Class 1, w/ motching 12' tail Pole; by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909. QTY (17) Wall Lights Type 1 Recessed Wall Light, Model: 2216P; 13W CF twin-2p lamp; w/ "micro-louver" film; Color ond Finish: clear tempered glass � behind a "four window" solid 3/16" thick stainless steel faceplate; by 8ega, contact ALR, Tim Haley, tel. 510-638-3800 ext.185. QTY (7) Type 2 Wall Wash Light - In-Ground Nimbus Clear LED fixture, Model: NIM-CLEAR-6W LED-120V-ST STEEL-ANTI SLIP-BEVELED-W/ SLEEVE; �' by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909. QTY (7- to be in ART BUDGET) Up-Lights, by BK-Lighting, contact ALR, Tim Haley, tel. 510-638-3880 ext.185. Type 1 Up-Light for Trees, Nite Star Series, Model: NS-LED-E36-WFL-A9-SAP-12-11-360SL w/ stake � for ground mount. QTY (18) Type 2 Up-Light for Walls and Planters, Micro Nite Stor Series, Model: MN-LED-e17-FL-SAP-13-B-360SL w/ stoke for ground � mount. QTY (24) Suspended Lights, by Hess America, contact ALR, Tim Haley, tel. 510-638-3880 ext.185. Type 1 Suspended Luminaire, Village Series, Model: VA375X-100M-2-X-GG-ED17, 100MH lamp, Color and Finish: graphite gray w/ cleor housing; � a) for lights suspended between Retail 1 and Hotel - provide stainless steel catenary cables ond fittings by others (2 cables and 1 fixture per run - 4 runs total); 12' cable mounting height / confirm w/ bldg elev. QTY (4) fixtures b) for lights suspended above Main St drive - provide stainless steel catenary cables and fittings by others (2 cables and 3 fixtures per run - 4 runs total); provide (8) 20' round steel tapered poles w/ caps, Model: #737-24 contemporary style deco aluminum split base. Color and Finish: graphite gray powdercoated; by Union Metal (contact ALR) QTY (12) fixtures Type 2 Wall Mounted Luminaire, Village Series, spanned between bldgs 4 and 3 Model: VA375-70-MH-2-W-GG-N; 70MH lamp, Color and Finish: /°-�, graphite gray w/ clear housing; chondelier configuration - 10' diam. steel —�--�— custom ring for fixtures mounting (graphite gray powdercoated) w/ 4 �-a� cables for attachement; 12' coble mounting height / confirm w/ bldg elev. (oll cobfes and chandelier provided by others). QTY (2 chandeliers w/ 4 fixtures each); (8) TOTAL String Lights, by Tivoli Lighting, contact ALR, Tim Haley, tel. 510-638-3880 ext.185. Type 1 LED Tivoli Twilights T 1 3/4 HB LED w/ replaceable miniature lamps w/clear lens caps, 100' strand length (to be supplemented with ^ additional 100' within 5 years from installation); 1"� Model: TWSL-06-T-WW-12; Class �I transformer for outdoor wet Q,�-� location use w/ multiple outputs; install per manufacturer's specifications. QTY (7) Tape Light, by Tivoli Lighting, contact ALR, Tim Haley, tel. 510-638-3880 ext.185.\ TivoTape Series, Model: Outdoor SB 3.0, •��• Field-cutable flexible LED tape, Warm White (2700'K) LED, tack all ends. Parking Lot Ligths See electrical drawings for final locations and specifications. 4g TREE GRATE All by Ironage Designs, contact Par{c Pacific, Ted Jonsson, tel. 888-460-7275. Type 1 6x6 Tree Grate, Model: Oblio; Color and Finish: Standord raw cast iron. Q11f (25) Type 2 5x5 Tree Grate, Model: Oblio; Color and Finish: Standard row cast iron. QTY (26) TRENCH DRAIN All by Ironage Designs, contact Pork Pacific, Ted Jonsson tel. 888-460-7275. Type 1 4" heel proof, Model: Oblio; Color and Finish: Standard Iron. QTY (approx. 200 linear ft / final per drawings) TRASH RECEPTACLES/ASH URNS Type 1 PETOSKEY 30-gallon capacity litter receptacle in cluster of 3. With tube �i`� support, surface mounted. silver powdercoat color; hinged lids in 3 �T�r colors: green, blue, gray. Cut-out sign in perforated metal: Recyclables, Compost, Trash. All by Landscape Forms, contact Rebecca Casey, tel. 800-430-6206 x 1313 OTY (39) LOUNGE FURNITURE Type 1 Orbit Loveseat, w/ canopy; 65" diam.; Color and Finish: Natural color weave basket structure, taupe fabric canopy, toffee cushion fabric, off white and taupe smoll cushions fabric. QTY (7) Full moon side toble, 26" diam.; Color and Finish: Platinum color weave basket. QTY (4) All by Dedon, tel. 877-MY-DEDON (693-3366). Type 2 Cabana Woved Modular Seating: Modular Sofa w/ Chaise, Armchair, 34" Coffee Table; Color and Finish: Silver powdercoated aluminum construction, Kaffee (KAF) Basket Weave, Cushion colors to be determined; by Tropitone, tel. 949-645-6161. QTY (1 - to be provided by TENANT) FIREPLACE Gas Burner: Lineor Burner System Outdoor, Model LOD72 - 8' long; w/ tempered glass over the burner and approved lava stone as a topcoat. Available from Sparks (T) (866)938-3846. See Mechanical and Electrical drawings for connections. QTY (1) Fire Stones: Lova Stone (black) by Sparks. Glass Screening and Vent Cover: 3/8" thick Tempered Glass w/ Matte Edges; Screening Panels size: 3'-8" x 10'-8" (2 per fire place); Metal Vent Cover Panels size: 13'-4" x 2'-8" (1 per fire place). Confirm size with fire place overall size and opening. Confirm full sheet or panels w/ manufacturer. All Glass Panels to be accessible for maintenance. See detail drawings. Metal Mesh Vent Cover: Wire Mesh, Model: 3008093610 (or similar) by McNichols. Black Color powdercoat. Hardware: All available from Berman Hardware, contact The Halpern Group (T) (415)710-8424 / or similar 1) Wall Mount Spacer and Buttons for Glass Vent Covers (6 per fire place) Provide: 2" diam. Button, Nylon Bushing, Socket Set Screw (appropriate to Glass Thickness), 2" diam. Nylon Washer, 2" diam. 3.5" long Wall Spacer, 2" diam. Tapered Fixing Plate. Screws for installation in CMU Walls not included with Hardware. BIKE RACK Welle Circulor Bike Rack, Model: WCR02-IG-P �?3:�7-GR'Oti �:iv�r :�t�?�!I:cj; inground installotion; Color and Finish: Silver Powdercoat; by Polmer Group, tel. 415-333-6428. Q1Y (37) - 74 bike spoces FlRE PIT Square Fire Pit, Model: 311, 30" x 30" x 16" tall; gar burning inset; Color and Finish: notural rust steel; Availoble ot YardArt, contact Jason Levine, tel. 925-234-3153. QTY (1 - to be provided by TENANT) DOG AMENITIES All by Doq-On-it-Parks, contact: All About Play, tel. 916-923-2180. Dog Waste Station Model: #7408 includes: Post, Sign and Bracket, Commercial Grode Bag Dispenser (green powdercoated aluminum), Waste Can (11-gallon), 50 Can Liners, 600 Waste Bags; install per manufacturer's spec. QTY (1) Drinking Fountain w/ Dog Bowl Model: #7211; all-steel construction, with stainless steel bowls ond bowl-filler spout; green powdercoat color; instoll per manufacturer's spec. QTY (1) BENCH Cantilever Bench, Model: 303; 54" x 16" x 18" tall, Color and Finish: Charcoal Gray Powdercoat Steel Construction, IPE wood finished slats top; Available at YordArt, contact Joson Levine, tel. 925-234-3153. QTY (17) TABLE AND CHAIRS Type 1 Parc Centre Chairs, stackable, mix of with and without arm rest; all steel construction; Color and Finish: orange, green and yellow powdercoat. Parc Centre Tables, 24" round, all steel construction; Color and Finish: orange, green, yellow powdercoat. All by Landscape Forms, Rebecco Casey, tel. 800-430-6206 x 1313 QTY (77 - to be provided by TENANT) Type 2 Communal Table: ICON Dininq Table 275, ModeI:MG1030; Bench: ICON Bench 260, Mode1:1067. Color and Finish: charcoal groy powder coated steel and recycled teak wood slats; surface mounted. Available at YardArt, contact Jason Levine, tel. 925-234-3153. QTY (3 tables, 6 benches) MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N R O 0 R I G U E S 6 P�R T N E R S 1 N C. ♦1 5 N e r 1� W h i�m a n P a�C, S u i 1 e i 0 0 Mo��„�� v�... . c n s s o.s e s.o i o 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San Fraruisco,CA 94111 T 415 433 4672 F 415 433 5003 KEYMAP N a � ❑l ' ■ ■ REVISION PNDSCApF 4,0�'VYmon q'P�^ W2h o. No�� ' � � ""';, .�r �a\P. 9lF OF CA��E�� aRO�ecrr,o. 22.559 DATE 0�.�8.2��4 DRAWNBV AIB sca.e asshown CHECKEDBY GL,AIB LAYOUT NOTES AND LEGENDS L-1 .2 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. FINE GRADING AND DRAINAGE LEGEND +60.3 Spot Elevation T.C. (60.6) Top of Curb Elevation (from Civil Engineer's Drawings, verify) T.C.I. (60.6) Top of Curb Elevation Interpolated (from Civil Engineer's Drawings, verify) C. (60.6) Concrete Elevotion (from Civil Engineer's Drowings, verify) +H.P. 61.2 Relative High Point T.S. 61.25 Top of Step Elevation B.S. 60.1 Bottom of Step Elevation T.R. 61.25 Top of Ramp Elevation B.R. 60.1 Bottom of Ramp Elevotion T.W. 63.4 B.W. 60.4 T.F. 63.4 Top of Wall Elevation Bottom of Wall Elevation. (Finish Grade of Soil or Paving) Top of Fence (Only On Hotel Set) AD 00.00 Area Drain w/Rim Elevation � On-Grade Paving: NDS 4" 910B (Brushed) O Lawn:NDS 10 Black Flot Top Drain Cover Q Ground Cover Areas:NDS Spee-D-Basin and Grate, NDS #90 6" Atrium Grate, Black. 0 Downspout Adapter: 3" & 4" Universal Outlet w/4" spigot. NDS #�242 �`�:,!iF✓ t.n7` t.::t'1 W�t:;. '.��ij��'S C!'� 'ic.^. !I"�t0 �r;� �7'iCSCOpr: d-c n s�stem and �ro��::c' 'r.ype? _.�.�.�. � Catch Basin See Civil Engineer's Drawings. Direction of Surface Water Flow - - - Direction of Surface Water Flow in Swale (2� Minimum) — � — Grade Break (Ridge Line) � --- Subsurface Drainpipe: PVC SA34 by Acme Industries. (4"&6° dia.). -•—•- Perforated Drainpipe: PVC AS987 by Acme Industries 4". ��--'� Diagrammatic 6" Contours f� �11 � -- 1 �`--� � Stormwater Treatment Areo, S.C.D. (Coconut Blonket) � Underground Stormwoter Catch Basin, S.C.D. FINE GRADING NOTES 1. The Landscape Contractor is responsible for fine grading and positive surface drainage in all landscape areas. The Contractor shall verify all rough grades in the field and bring any discrepancies to the attention of the Landscape Architect ond Civil Engineer for a decision before proceeding with the work. 2. See Civil Engineer's drawings for road surface elevations, roadway sections, catch basins, and top of curb elevations. Top of curb elevations shown on Londscape drawings are for reference and coordination purposes only. 3. Earth mounds are shown diagrammatically for form and location. Shoping of mounds to be reviewed and approved in the field by the Landscape Architect. 4. Contractors are to exercise extreme care in back filling and compacting any excavation or trenching in areas previously compacted for other aspects of the work. 5. The Landscape Contractor shall remove from the site all debris and unsuitoble material generated by the Contractor's operations. 6. Catch basins, area drains, planter droins, and perforoted drain lines are to be connected to the storm drain system as specified in the Civil Engineer's plans. See Civil Engineer's drawings for all connections. 7. All catch basins and other drains are to be free of obstructions and mointained open and free running during and upon completion of the Contractor's work. 8. All on-grade areas to receive planting are to be received by the fine grading Contractor within a tenth of a foot of final grade. The Landscape Contractor shall rip compacted rough graded soil to a depth of 8 inches, then till in the soil amendment. Soil amendment shall be determined by an Agricultural Suitabilities Analysis conducted by o licensed soils laboratory upon sample(s) taken from the rough graded soil. This analysis shall be conducted and paid for by the General Contractor. 9. See structural soils report for recommendations on soil type, grading procedures, soil compaction, maximum allowoble slopes, flatwork base material, etc. 10. Minimum paving slope to be 290 typically with a maximum cross slope of 2%. Minimum plonting area slope to be 2� typically. Bring any discrepancies to the attention of the Landscape Architect for a decision prior to fine grading. 11. All slopes 2�:1 and greater shall have jute mesh erosion control netting installed per manufacturer's specifications. Lap netting minimum 2'-0" and stake. 12. Grading shall be in conformance with all local codes and ordinances. Swales shall be a minimum of four (4) feet from all structures. 13. Grades to be constont and uniform between spot elevations. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 8 P�R T N E R 5 I N C. ..S H o,�� W��,m.� R o.a , 5��. ��Q uo��i.�� v�.. . c� e s o.u e s.n�o 0 CONSULTANT -� THE GUZZARDO PARTNERSHIP uvc. Landswpe Architects• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4612 F 41 S 433 5003 � _,\, �0� �� :, „ ■� .� .- �� ' '�Y ., _,r��f . , - �: � ,�,,.-„�,,,."" il� � �..,��.�.� ��.� .,. Cr.—�,: -- I�.-- � i---____� REVISION PNDS CA PF �,��aYmO� 4'y(' W25 �. NO.��y� U � � n . � qnu�.. � s� � �Q- � �rF OF CA��E�Q PROJECTNO. 22,S.S9 DATE O�.OH.ZO�4 oanwrr ev AIB scue as shown CHECKEDBV GL,AIB FINE GRADING NOTES AND LEGENDS L-1 .3 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. PLANTING NOTES THE FOLLOWING SIX (6) NOTES ARE FOR BIDDING PURPOSES ONLY 1. The controctor is required to submit plant quantities and unit prices for all plant material as o part of the bid. 2. Assume 15 gollon plant for any unlabelled or un-sized tree; 5 gallon plant for any unlobelled or un-sized shrub; and 4" pots O 12" o.c. (not flats) for any unlabelled ground cover. All planting beds, except for lawns, are to receive ground cover plant instollation in addition to the shrubs and trees shown on the plans. 3. The plonting areas shall be ripped to a depth of 8" to reduce compaction. The notive subgrade soil shall be treated with 100 Ibs of gypsum/1000 sf and leached to improve drainage and reduce the soil interface barrier. Contractor shall coordinate this work with other trodes. This is subject to the final recommendations of the soils test (see below) ond review by the Londscape Architect ond the Owner. 4. All planting oreas are to receive Super Humus Compost by BFI (408.945.2844; www.bfi.com) at the rate of 6 cubic yards/1000 squore feet, evenly tilled 6" deep into the soil to finish grode. All planting areas sholl have 6-20-20 Commercial Fertilizer at 251bs/1000 square feet evenly distributed into the soil. This is subject to the final recommendotions and review of the soils test (see below) by the Londscope Architect and the Owner. 5. Planting pits are to be bockfilled with a mixture of 50% native soil and 50% amended notive soil. The General Contractor is to provide an agricultural suitabilities ano�ysis for on-site rough graded soil and any imported topsoil. Recommendotions for omendments contained in this analysis are to be corried out before plonting occurs. Such changes are to be occompanied by equitable adjustments in the contract price if/when necessary. See specificotions for testing procedure. 7. All work shall be performed by persons familiar with planting work and under supervisions of a qualified planting foreman. 8. Plant moterial locations shown are diagrammatic ond may be subject to chonge in the field by the Landscape Architect before the maintenonce period begins. 9. All trees are to be staked as shown in the staking diagroms. 10. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated in the staking diagrams. Single stake all conifers per tree staking diagram. 11. Plant locations are to be adjusted in the field as necessary to screen utilities but not to block windows nor impede access. The Landscape Architect reser-ves the right to make minor adjustments in tree locations after planting at no cost to the Owner. All planting located adjacent to signs shall be field adjusted so as not to interfere with visibility of the signs. 12. The Landscape Architect reserves the right to make substitutions, additions, and deletions in the planting scheme as felt necessary while work is in progress. Such changes are to be accompanied by equitoble adjustments in the controct price if/when necessary ond subject to the Owner's approval. 13. The contractor is to secure olI vines to wolls and columns with approved fasteners, allowing for two (2) yeors growth. Submit sample of fastener to Landscape Architect for review prior to ordering. 14. All planting areas, including pots but not lawns areas, shall be top-dressed with a 3" layer of Pro-Chip Decorative Mulch in Black by BFI Organics, 408.945.2844. Submit sample to Landscape Architect for review prior to ordering. Hold all mulch six (6) inches from tree trunks where mulch is opplied over the rootball of tree. 15. All street trees to be instolled in accordance with the standords ond specificotions of the City of Cupertino. 16. Seosonal color is to be current and locally avoiloble. Plant moterial is to be selected by the Landscope Architect from a list of currently ovailable stock provided by the Landscape Contractor prior to installation. Seasonol color to be 4" pots ot 12" o.c. unless otherwise noted. 17. The lawn shall be Delta Grassland Mix (lgal), installed per Pacific Sod's specifications. Trees planted in lawn areas shall not have lawn planted over the top of the rootball but sholl have 12" diameter circle of lawn cut out for trimming purposes. 18. Trees sholl be planted to anticipote settlement. 19. Plant moterial requiring iron supplements shall hove chelated iron foliar feeding applications per manufacturer's specifications. See specifications for moterials. 20. The Landscape Contractor shall arrange with o nursery to secure plant material noted on the drawings and have those plonts ovailoble for review by the Owner and Londscape Architect within thirty (30) days of oward of contract. The Contractor shall purchase the moterial and have it segregated and grown for the job upon opprovol of the plant materiol. The deposit necessary for such contract growing is to be born by the Contractor. 21. The Landscope Contractor shall, as a part of this bid, provide for a planting allowance for the omount of ;5,000 (Five Thousand Dollors) to be used for supplying and installing additional plant material as directed by the Landscape Architect and approved by the Owner in writing. The unused portion of the alllowance shall be returned to the Owner at the beginning of the maintenonce period. 22. The project has been designed to make efficient use of water through the use of drought tolerant plant materials. Deep rooting shall be encouraged by deep watering plant material as a part of normal landscape maintenance for all planting shall be limited to the amount required to maintoin adequate plant. The irrigation health and growth. Water usage should be decreased as plants mature and become established. The irrigation controllers shall be adjusted as necessary to reflect changes in weather and plant requirements. 23. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts with plant material locations to the attention of the Landscape Architect for a decision before proceding with the work. Any utilities shown on the Landscape drawings are for reference and coordination purposes only. See Civil Drawings. 24. Geotech droinage boord or approved equol is to be instolled in oll pre-cast plonters/pots as shown in the drawings. Moterial avoilable through: TWE Products, Orinda, CA 925.708.0549. All Geotech board shatl be completely covered with filter fabric as shown in the drawings ond per manufocturer's specifications. PLANT SPACING DIAGRAM O A O O O U L,qdjacent Curb, Sidewolk, A\/A � Planting Bed or Wall, where occurs. O O O o O O O O O O O O �Plant Location Diogrom for use when plonts ore spoced equidistant from each other as in all ground cover plantings ond massed shrub plantings PLANT CALLOUT SYMBOL Ouontity (or See Spacing Comments) Plont Key (See Plont List) PLANT UANTITY DIAGRAM PACING �A SPACING 'B' SPACING 'C' N0. OF PLANTS/SQUARE F00T 6"O.C. 5.20' 2.60' 4.60 8'O.C. 6.93" 3.47' 2.60 9'O.C. 7.79' 3.90" 1.78 10'O.C. 8.66' 4.33' 1.66 12'O.C. 10.40' S.20' 1.15 15'O.C. 13.00' 6.50" 0.74 18'O.C. 15.60' 7.80' 0.51 24 �.r.. 2�.8� ��.4�� .29 30'O.C. 26.00' 13.00' 0.18 36'O.C. 30.00' 15.00' 0.12 48'O.C. 40.00' 20.00' 0.07 See Plant Spaeing Diagram for maximum triangular spaeing 'A'.This chart is to be used to determine number of ground cover required in a given area and spacing between shrub massings.Where shrub mossings are shown,colculate shrub moss areos before utilizing spacing chort to determine plont quantities. 'Where curb, sidewolk, odjocent planting bed or wall condition occurs, utilize spocing 'C' to determine plont distance from wall, sidewalk, adjacent planting bed or bock of curb, where C=1/2 B. MAi N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R 0 D R I G U E 5 6 P A R T N E R 3 I N C. ��5 N o�1 h W h i a m a n R o�d , 5 u i 1 a 2 0 0 M o u n 1�I n V i a w . C A 6 5 0 .9 8 5.0 7 0 0 CONSULTANT THE GU2ZARD0 PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 -, .. �II� > ,� �1..\...., ■I -�` f\�•� _ : ,�;r �i � , � .�a��!��ww_�r.... � I� ■i I'�'ll I �r.�aM.rta � ' ' ,�:1 ,.r.M J REVISION `PND S C A P fq W_�'�,�o�aYmon No�'��.� � �' '° n -, �-;i •✓'J, (11.�R.11 �\?. 9lF OF CA��E�Q PROJECTNO. 22.rj�j9 DATE ��.�8.20�4 DRAWNBV AIB scrae asshown CHECKED BY GL�AIB PLANTING NOTES AND LEGENDS L-1 .4 O2013 KENNETH RODRIGUES 6 PARTNERS,MC. ■ PLANT PALETTE KEY SIZE BOTANICAL NAME COMMON NAME SPACING/NOTES WUCOLS CA NATIVE TREES * For Tree Sizes See Planting Plans. ARB MAR * Arbutus 'Marina' Marina Strawberry Tree � BAM ALF + Bambusa m. 'Alphonse Karr' 'Alphonse Korr' Bamboo � BAM TEX + Bambusa 'Textilis' Timber Bomboo � CAR FAS * Carpinus betulus 'Fastigata' Pyramidal European Hornbeam M CHA HUM * Chomaerops humilis Mediterranean Fon Paim � FRA AME * Fraxinus americana White Ash M GIN BIL « Ginkgo biloba 'Fairmount' Moindenha�r Tree M LAG NAT . Lagerstroemia 'Natchez' Crepe Myrtle � LIR TUL * Liriodendron tulipifera Tulip Tree M MAG GRA * Magnolia g. 'Majestic Beauty' Magnolia M PHO CAN * Phoenix canariensis Canory Islond Dote Palm 28' BTH � PIS CHI + Pistacia chinensis Chinese Pistache � PLA COL * Platanus acerfolio 'Columbia' London Plane Tree M PRU AKE * Prunus okebono Akebono Cherry M PYR CAL * Pyrus c. 'Aristocrat' Flowering Pear M QUE AGR * Quercus agrifolia Coast Live Oak VL NATIVE QUE LOB + Quercus lobata Valley Oak � NATIVE QUE VIR * Quercus virginiana Live Oak M SEQ SEM + Sequoia s. 'Aptos Blue' Redwood H NATIVE TRI LAU * Tristaniopsis lourina Water Gum M SHRUBS AH 5 al Arctosto h los 'Howard McMinn' Monzonita � NATIVE AN 1 gol Anemone h brida 'White' Ja anese Anemone M AU 5 gal Arb�tus unedo Strowberry Tree 60" oc � BS 5 gal Buxus s. 'Green Beauty' Boxwood 24" oc M CE 5 gal Ceanothus 'Concha' Colifornia Lilac 48" oc VL NATIVE CHU 15 gal Chamaerops humilis Mediterranean Fan Palm 36" oc L CS 5 gal Cupressus sempervirens Italian Cypress � CR 5 gal Cycas revoluta Sago Cycad 36" oc M DB 5 ga1 Dietes Bicolor (s) Fortnight Lily 36" oc � EC 5 gol Euphorbia c. 'Wulfenii' Euphorbia 30" oc � EF 5 gal Esca�lonia fradesii Fradesi Escallonia 42" oc M GV 5 gal Gordenia 'Veitchii' Gardenia 30" oc M HM 5 gal Hypericum moseranum Gold Flower 42" oc M HME 5 gal Hydrangea m. 'Endless Summer' Hydrangea 36" oc M HP 5 gal Hesperaloe parvifolia Red Yucca 36" oc � LB 5 gal Lavatera t. 'Barnsley' Tree Mollow 48" oc � LL 5 gal Leonotis leonuris Lion's Tail 36" oc � LT 5 gal Ligustrum ovalifolium Colifornia Privet 42" oc � LC 5 gal Loropetalum c .'Burgundy' Chinese Fringe Flower 36" oc � MC 5 gal Myrica californica Pacific Wox Myrtle 48" oc � NATIVE OL 5 gal Olea e. 'Little 011ie' Dwarf Olive 36" oc VL PA 5 gal Phormium 'Firebird' New Zealand Flax 36" oc L PD 5 gal Phormium 'Dusky Chief' New Zealand Flax 42" oc L PY 5 gal Phormium 'Yellow Wave' New Zealand Flax 42" oc L PRS 5 gal Phormium 'Rainbow Sunrise' New Zealand Flax 42" oc L PRW 5 gal Phormium 'Rainbow Worrior' New Zealand Flax 42" oc L PC 5 gal Prunus caroliana Corolina Cherry Laurel 48" oc L RB 5 al Rhaphiolepis 'Ballerina' Indian Hawthorne 36" oc L RSP 1 gal Ribes speciosum (s) Fuchsia—flowered Currant 30" oc L NATIVE RH 5 al Rhamnus californica Coffeeberr 48" oc L NATIVE RS 5 al Rosa 'White Simplicity' White Simplicit Rose 42" oc M RT 5 al Rosmorinus 'Tuscan Blue' Tuscan Blue Rosemar 36" oc � SR 5 al Strel�tz�a re inae Bird of Paradise 36" oc M TF 5 gal Teucrium fruticans Bush Germonder 36" oc L VA 5 gal Vitex agnus—castus Chaste Tree 48" oc L ZC t al Ze hr ranthes candida Ze h r Flower 24" oc M GROUNDCOVER ARC 5 gal Arctostaphylos 'Pacific Mist' Manzonita 48" oc VL NATIVE BAC 1 gal Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush 36" oc L NATIVE CEA 1 gal Ceanothus g. h. 'Yankee Point' Yankee Point Ceanothus 30" oc L NATIVE CAR 1 gol Caryopteris c. '�ongwood Blue' Bluebeard 24" oc M CCO 1 gal Cistus coboriensis Rock Rose 24" oc L CPS 1 gal Coleonema p. 'Sunset Gold' Dwarf Breath of Heaven 30" oc M CON 1 gal Convolvulus maritanicus Ground Morning Glory 30" oc L COP 1 gal Coprosmo p. Verde Vista' Coprosma 36" oc L GCB 1 gal Geranium c. 'Blokovo' Perennial Geranium 24" oc M IHA 1 gal Iva hayesiana Hayes Iva 36" oc VL NATIVE LAV 1 gal Lovandula intermedia Lavender 24" oc L NATIVE LIR 1 gal Liriope m. 'Big Blue' Lily Turf 18�� o� M MAH 1 gal Mahonia repens Creeping Mahonia 30" oc L NATIVE MPC 1 gal Myoporum 'Putah Creek' Myoporum 36" oc L RSC 5 gal Rosa 'Red Carpet' Red Carpet Rose 36" oc M RRE 1 gal Rubus rolfei 'Emerald Carpet' Evergreen Bramble 24" oc M TEU 1 gal Teucrium x lucidrys Dwarf Germander 24" o.c. L TJA 5 gol Trachelospermum jasminoides Star Jasmine 36" o.c. M GRASSES CDI 1 gal Carex divulsa Berkeley Sedge 18" oc M CKF 1 gol Calamagrostis 'Karl Foerster Stricta' Feather Reed Grass 30" oc L CNU 1 gal Calamagrostis nukaensis Pacific Reed Grass 24" oc L NATIVE CTE 1 gal Chondropetalum tectorum (s) Cape Rush 24" oc L DCE 1 gol Deschampsia caespitosa (s) Tufted Hairgrass 30" oc L LCP 1 gal Leymus c. 'Canyon Prince' Canyon Prince Wild Rye 30" oc L FID 1 gal Festuca i. 'Sisk�you Blue' (s) Idaho Fescue 30" oc VL NATIVE JPE � 9al Juncus patens 'Elk Blue' (s) California Gray Rush 30" oc H NATIVE MCR 1 gal Muhlenberg�a c. 'Regal Mist' (s) Pink Muhly 36" oc L MRI 1 gal Muhlenbergia rigens (s) Deergross 36" oc L NATIVE OJ 1 al 0 hio 0 on 'a onicus Mondo Gross 18" oc M SBE � a� Sisyrinchium bellum (s) Blue—eyed Grass 30" oc VL NATIVE STT � a� Stipa tenuissima Mexican Feather Grass 30" oc L FERNS NC 1 gal Nephrolepis cordifolia Southern Sword Fern 36 oc M pM 1 gal Polystichum munitum Western Sword Fern 30 oc M NATIVE VINES BG 5 9a� Bou ainvillea 'San Die o Red' Bou ainvilleo L CC 5 gal CI tostoma callisti iodes Violet Trum et Vine M FP 1 gal Ficus pumilo Cree in Fi M PT � 9a� Parthenocissus tricuspidata Boston iv M RSJ 5 gal Rosa 'Jose h's Coat' M PERENNIALS AC 1 0l Annual Color 16" oc � CAL 1 gal Colibrachoa Millon Bells 18" oc � NEP 1 gal Nepeta faassnesii 'Giont' Catmint 30" oc L SLB 5 gal Salvia leucantha 'Santa Barbaro' Mexican Sa e 36" oc L NATIVE SBR 1 gal Stachys b. 'Big Ears' Lamb's Eors 24" oc L LAW N MED SOD Medallion Plus Medallion Plus H NMF SOD No mow fescue Delta sod fescue M (s) DENOTES PLANTS SUITABLE FOR STORMWATER TREATMENT AREAS MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,�LC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R I(E H N E T H R O D R I G U E S 6 V A it T N E R S 1 N C. ♦�s N o�i n w n i.m,o a o.e, s�i�. t o 0 M o u n 1�I n V I e w . C� 8 5 0.9 8 5.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Wnd Planners 181 Greenwich Street San f�ancism,CA 94111 T 415 433 4672 F 415 433 5003 _ /��\ �'� ��., �� //,,` �� %�,,,� . ' � �� -,.� :�,�I:1 �r�-- _ , _,.`�-�L�..._.�w�- , �J■1 I�.I��..��N�4t �, .:'�.L � ...I..JI :.�.�: J —---" ------ __ -- ___� REVISION �PNOSCAPFq ,�O `�ymo� 'y� �=y �. No��y� � � � �o-�. w,�.. .J'J. Ot_OA_14 ��Q� y w. lF OF CA��F�Q PROJECTNO. 2Z.S.S9 DATE 0�.08.2�'i4 oruwr+ev AIB scue as shown CHECKEDBY GL,AIB PLANTING NOTES AND LEGENDS L-1 . 5 O2013 KENNETH RODRIGUES d PARTNERS,INC. 0 c ,� TreE � Not to Scale nShrub Plantinq Detail L Not to Scale Plant Crown 1'Above Gmde for 5 Gal Shrubs and 2'Above Grade for 15 Gal or Larger Shrubs for Settlement 2'Layer of Wood Mulch, 4' Diameter Circle Around Eaeh Shrub. 2'High Watering Bosin. Ground Cover Areoe Only Flnished Grode Rootball Centerod in Pit Plant Fertilizer Tobleta Installed Per Monufocturer's Instructions Md The Specificationo Back Fill Mix. See Planting Notea Woter Settled Notive Soil, Prior to Instolling Plant � • c n �L c� o � U C 2�Lodge Pole Pine stake(Untreoted) Flt within Tree Grate Opening. Tree Grate. Bolt to frame (S.C.F.S) Fnished Grode Rootboll w/Nursery Container Removed. Top oi Rootboll to be 1-1/2'Above Finished Grade Plant Fertilizer Tablets Installed Per Manufacturer'a Instructions and the Speeifications Bock Fill Mix. See Planting Notes Woter Settled Native Soil 6"0 Perforated drain pipe filled w/3/4"crushed. clean drain rock. Extend 3'-0'beyond bottom of planting piL Cover top w/fiker fabrie sock. 3 Tree Sta ki n D i a ra m - Tree G rate Not to swle Irrigation Bubbler, see Irrigation Plans. 4" surface backfill. 4" 0 PVC Pipe w/drain cap. Paint all exposed surfaces block. Extend tube to bottom of plonting pit. Root ball. Plonting Pit. Scorify sides and bottom of pit. Woter jetted river sond backfill 4"0 Perf. PVC drai� �ine in a 6"D X 12"W trench. Fill trench with crushed, clean 3/4"0 drain rock and wrap w/filter fabric. Connect pipe to storm drain system. See Grading Plans for locotions. S.C.D. for connections NOTES: 1. Tie fronds with organic twine prior to plonting. 2. Polm trunk to be plumb. 3. Trees in lawn shall not have sod or seed laced over the rootboll. 4 Palm Tree Planting Diagram Not to Scale DETACHED SIDI ,� Root Barrier "'� Not to Scale Install 18" deep Root Barrier ot edge of sidewalk. Install 24" deep Root Barrier at back of CUfb. Sidewalk Curb NOTES: 1) Root Barrier to be high density and high impact plast�c. Available from 'DEEP R00T', 800-458-7668. 2) Top of Root Barrier to be set 1/2" obov finished grade of soil and not above adjacent surfocing. Install per mfr's instructions. MAIN STREET CUPERTINO STEVENS CREEK @ FfNCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R I G U E S 6 P�R T N E R 5 I N C. �1 5 N o r t� W�I a m�n R o�E. $u 1 1• ]0 0 M e u n��i n V I�v C A 8 5 0.9 8 5.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San Francisco,CA 9A111 T 415 433 4672 F 41 S 433 5003 -, /ii� �/..\,,... „ . �` • — � ..�, �S,, � �� ,r� ��_ ._, . , ..r��i rw�_w�w.... i^i �..��.��N■ .I I �—� ■� • ..�.�. —_= u�-- _,__--�--- ---J REVISION `PNDSCAPEq �,�F,�o�.aYmO�Na 9�ti W j,r/i1 :�r�� __ .� �. V�� n w i�w -a �o��• s�. � ,Q � 9rF OF CA��F�Q PROJECTNO. �LZ.rjrj9 DATE Q�.08.20�4 DRAWN BV AIB sca�e es shOwn CHECKEDBV GL,AIB PLANTING DETAILS L-1 .6 O2013 KENNETH RODRIGUES d PARTNERS,INC. f / / . ! e � ......____. ..... __. ....."_"_ .""___" —._.-.- .._ ._.. — ' . __._ ___' ..__..__._. Y. /.. /. _--_- _ _ � __ � �� r� ,/ _ ; ; _ . , _1� , � �� . ; ; � , �� . � � > ,, � � . , q ', ��; ! ' � ,� ' , , �-� , ,� �� . __.__ . a , , , , - . . , , �c i � �. . � � . _ __. e � _, :- , .� - _�%� - � _ , �_.. ._ ._._._. .__.___ _-..... . ...... . � y _ _. - _.� ' _ A�R��'�� , / �/ � . . . � �\ � � ./ ' �•3 � ', __ � � l� , � z I Q ! , O - �* a 0 � H W � i �tl1�:1`: .�:.! 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' . . .. . . i. ._.__. ______ .._...__.. , —____.___-. ..._ __.__..____--- , ; � , � ^ i i i � -i i � ' STEVENS CREEK BOULEVARD � ' � � _ ' : , - _.., �; , � � � _ __ __ __:.. _ _�_ - -� - - � , __ __ ._.. _. __ -- ___ - __ _^ __ _- -- ' -- - _._ _ -- - _ _ _ _ , , � , _ _ , __ .,. .. L�: 10 _�, _....._. .__..__. ._.._. .. .._... ._—_ ___. _..____.._.. .. '.. _.. ., :+f',p ' � i ._ . . � �'� � ! 1 1 1 1 � � ._. . . . . . _.,= . . , �- ...._. .—•—•—•—•— —._. _.� . . . ._.._ ._ . ._.� --.. . . --- __ ' � _._ .. .. -- —�.__, ..__.--. ._... - - _ ___ . — —•- ._ .__. . . . .._ . . ., . . . ._ .L�,�.- . .�. . _._ . . .A_.___—.�._ . .__._ ._. . . ��; . .._-. .- .-, ._ __.___._ .__ ._ _ _ � : , _ _ _ �.__ w _ _ _ _ __ _ , � ._ ___ o .�. , 5 .L�.�6 , _ . �. � - � -__ � ,�- _ _ ._ .. _ _ , ±, , �., , , i --- ; , � __--. _ _ 5 — , • .:.::' . � �. 4 i ._'_.___� .... .._.---�. .... , I Scale:1'=60' 0 30 60 120 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E 5 3 P A R T N E R 5 I N C. ��5 N o r 1� W�I�m a n R o�E, S u 1�s 7 0 0 Mo��.i� vie. c� e s o.e e s .a i o 0 CONSULTANT THE GUZZARDO PARTNERSHIP �NC. Landscape Architects• Land Planners 181 Greenwich Street San Frencisco,CA 94111 T 415 433 4672 F 41 S 433 5003 ,� �� ''� „ '/•i �:. ■� -:� '-�_� —. ��:t �1 :..� . , ..�.�i��.�._.�.... ��I �r.i�MM�M� ■� �;I_L�"�� ►�.�: J �—__ __ REVISION PpOSCApf O� mon q'➢ W2�'V, �V Y No�y,�y�.� � ,D`� � '�i� .�r ��\P. 9jF OF CA�\F�P PROJECTNO. 22.SS9 DATE O�.OH.ZO�4 DRAWN BV AIB SCALE as shown CHECKED BV GL AIB OVERALL LANDSCAPE PLAN L-2. 1 O2073 KENNETH RODRIGUES 8 PARTNERS,INC. � � - -';-t-------'-�- -----' �--- -- �*� -------�-� . ... _ . . �� .... -'-_`�� i i -,--� �v�. � / / ' `- . .+. W�%�` `i. � � i`J i � ( � � � - �� i � � ' i ii i : i i i ' i � ' �,,�,,�,.�,,�,,��, . . . ��r-��-�w=a�ir�r�a , y� �.-�r �ir-�r /� . .. . . ._.� ��._.�... .-_ _..-. .......__ . �- - - -- --- - ------- -- � / . . . .� . T, � rfi _ _. _.,._„� ��._+- . r'� : , , , . �. ; . � • : - _ �; . �i , � s I � ; � , I j� S; � .� � I � ,�� . . C�.v.. ��! l'�� . . . i .. r � _-J : .� . � . , . � . . , ', I I .1 7 g: / � - "�i' ,. � , , . . , , : - . , . . .. .:. .__.. . . _ ..._ - ., - '_ - �--- --- - --� - - . .... _ .. _.._.. � --- - . .,. _ . _.. - ` -x� -��= j j , , �. �_.. _� . ,.�__�_ _�_, ,, ,._ ,. _._. ,. _ � �o , � .,,, i - _ . ;. ;, , :�- , ; �� ;. � . � ,;�,�-_��r - _------ - - , �-- ' - , , _ , _ ; , , , � :�:� . _,J , ,: �� - - �� . , ,. ;. : L� _ �_,�„--'�� , �i � / �� rimet c � - � � � _ _ �� t � v �� , �� , ' 4 I �� . _,/ ( \ / • ! _ -._ i, . I �� \ �� \ C ~ -�� t r. .,.-` �_.:_,..., ., _.., '�( ,! '�'� \l� \ \\\ � e \-`` �� [ rl }- --- t' , ------ 1 � ; • • P strion� - , • ------- � > � � . �` � . ��i- + � \ e �` { � � ; � �U � � L t Conc ete Pav�n . `�J s „��- `� � � ; ; i ( ;r �� ///\ � \ � .C.F`9 \ �f �� T� \`�� _ � A � � , �D. _. ;. �; " , . P . • ,,_- �� - - � ' __ � ,t - \ \T `t` i _- � . / � , , , , �uL�,�� , � , , ve . s s�. ; � - , . , ,� = 7 / � J....: _ i: � ' '�p _ ,��='; u u nt. , � , ��,., - �_ __ , P 9 � - � i, _'_ _ __ ' - ;� ��` TrP� ,. s.c.FS., Typ. of (2) = � MATCHLINE L-2.8 ,% � . - -- , I � � ; � ; �� , � ti___ � . �� , *---- . � .r � � �� .. i � � . i �� I Cofe Tobles w/ ; , , � Bike Rock. S.C.F.S.. Vehicular Concrete Paving;� >� � ♦;`, _ ,>� ` ` { ----z--- ^� \ . _- _� Choirs.T.I., N.I.C. J'; `+ "/�, t ( � ,' � ! OOO S �;�:'� Typ. of (3)-6 6ike spaces Type 1, S.C.F.S.; S`.C.D. for detoils.gronze Linear Marker in b 3, ,'� �, �-�\ `� � ' � - M � i 1 .' . _-� �_�i Paving (Creek Line). To e 5.4 � �``__ ` ` _ �� ) ---i �--;� O o _ . „� • Pedestrian 2 ; �� Trash Trio, S.C.F S Induded in Art Budget : � � � I - , - N ' Concrete L6.1 °> i __ - J% � TYP. of(3) _. �.� �- ---------=r�? - � ` '_ ,''� ir� � ii u�i ; J Paving.Type 1. j: / i ;= \\ , ��2'�'ide Ve�cuiaf ncrete��Band. `� �;�� '��K � r _f q s.c.FS. ;-: - \ � `` �' : �' _ '�. ,. ,� ;�� -� _ , W �/ y� ,� � � Typ�.\yPe 1;�S,E.F.S'� \ \� �\\ -� c�' `� �\ ��"'f ( iiiiiii�iii� ' � . . �; ' Pedestnan-i�SF51...,__ \\ � Y \ � ` - ,r -�-- Z _� fi,, � �� \ Veh�cUlor Accept Pwih9.TYP��. � ��, t �\ �\ i ' -- _! � ' � • \ C.F.S. S.C.P\for'de ils. ` �j� \�/ I �°'. = Bench. , .. �,. �-;,,f� Scate Pole �e :_.. ._» 1� \� � � � � �� \\� � , �o � S � � _ '� �:: --��-- H OTE L ___-- - ��' U TYPe 2. S.C.F.S.. 6.3 �? � � i � `i�' �"�--- - - - - - -_ �. ` - i •� ' Vght. � ; . � `, , . , I \� � _,_S, � � ' Typ. of (4) D; ; L;;! TYPe �• ,�� ------ -+----� �._�S�-�- ;-�- -�------- --------------- `�c1 ------- _ �� . _ - ; �� Q ; i-. ,,. . ,t S.C.F.S..Typ i _ , , / - � °\'� `� " � � , : . , ��. _ _ _ ,, , __ , ,. � � ; t�; :i;� -- �---------- �� f------ i. J,�� -_'. , ..^ � � i SHOP 8 < �s - - - _=� , � I, i�� i '� t ��"'.; � Sculp ral�'�,Art�lement�?Signage. � ` � - �"`�' � ��;.:�.' � +-- ---- � Tree Grote. 4 ✓ > ��/ � . To b Ilnd 9h��pe2. S.�.f.S.,TYP. of (1). ��„ � I y/ � . � �. . / � ' .. ,�,� s �� , i � -� , �, i ; . �� _ , L.- YP• �) --, r .ud ' m Art B ge1. :� �/ � Bronzl � � T e 2. S.C.F.S., .� � �: ��- �!'�, ; � I _�_;� yd ; � � _ 3 � , ,� 'YP U.5 ��. � � � , ' � -- - �' --t- _ _ edaffion ` ue in Paving. I + +--� - T of 7 0� .- j ,_, .--"- : � = "/ 6.4 -- ' j , _ __a; . �; �� .%, ' TYP. 9f ded in Art Budg� � i ' � --- ; S.C.b.S.�T . of 2 4 / `'� _` '-7 {- ---- - � � �. � w�---±-t- C �,. : �` 1 Pede �-- Concrete � � �� -- - __ � -`__ _� �/ ', /� - / o^ ' Pedestrion 1 L6.1 / Tree Grate,T e 1, �, � � ,.. � 'Paving.Type 2. � ' ' yP 1. s � __ % <� `'' _ L6.1 9' �� S.C.F.S. Concr�e Povin , / / i ;' ! < �-, Type:$ S.C.F.S. ' ' • � � � -- 2 _� i / ; --- � 9ood Deck � t�i a j� �y I ' -- ' � 12'Concrete ' ' Pavin , S.C.F.S. t�' t ' / L6. {�..__ _. .� ._� 6.9 �-f- "�1; s Bouldb ! �a I ---- ' ; ( : Band. TYP� �� I � � � � �� ; `c = �, .� � � �� S.C.F.S. /� -. - 2•5 Pedestrian Acce�t Pevin --�; ' �` '' ' 6.3 TYP• � �4)• � , % , j � 9� 1 : � I� Concrote S.C.F.� --.� �� <, � � � � �� ; % � L6.1 YP YP• ; � 6.3 �eot Wall. �� T e 2, S.C.F.S.,T ( � � .� . '; / / �/� ? � Bike Rock, S.C.F.S.. ' � �� _ �,� � � T'pe 2, � � � 1 � I i ; f /� i t ) p ! _ �C..F.$. :�`. � j /� : j� ) �--t� S 6� TYP. of (6)-12 bike spoces'� � __ = t � /'�,Wall Light, I � ; .+:: � �~ Y._' ' I�estrian Concrete �aving. � � ; ' �' - Trash Trio. S.C.F.S., � ; � '( �� fiYP� �� . ' :3::t.D . � . � yp ' f ; / � / ; Typ. of �3) PA D 1 � 4 . ; � _ �C , :�cC.F.S., �I .�..... . ,, ��# �......__��._ti. . �J ) � c S - _ � t } � � ` • CUl4� /;TYP. of(1)' � '::::::.:: ,' '��r' „_.,-.._, j - ' �T e 2. S.C.F.S. L6.1 S - ,� Cafe Tables w/Chairs. ;a d; , � _i��RT i ; I _.._ _ { i � a.......... � ^" `- ; . --% = r1 T.I., N.I.C. > 9! Z �.i _ i �� ( � ` �-=- - � s,,�; -- -- -- � -- _ _ � �,�; ; o� _ i � ; _ ,s ;I/ �,r�-� � ��',I i � � .._....� ........ �/•, S :, .... ..:::." ; t �� ( � � �i i q � ..... : ,�.i i'f , �� Woqd'"6e k Paving. S.C.F.S. _ � - � _ �• � �/ ' ',�,1 , I .... - ', ... ._.�,.".� ,' � ; '.1 ;✓ , i 6.9/ - _, �. �; i , i` i - - ... �` � � ;!� � � - - �' __ // d ..a.... _.._ �•.-._-� - .'��, I i k..,. , { ` ' I"; Ped rian Accent Pavin / ,�---±-- ��-T ... , --'+--- ,+--r-t--! �- ��- -- �-��. � �,_. ./ . .... , ,_ � �~ r te� 9 5.6 ; .....:.. . ' - . �., � � . �- - �, .- . . ..- i % � ; �(PERMEABLE PAVERS , ; _ j�: i i' I��---- � „; i _ L61 ` ' � (�I � � �� j �/ nr rowH soua�E). /, ;, ., ,� ; . , .. ; , s con��ec� �,i�� (<- ' � : T�pd 1.S.C.F.S.,Typ. / � ; - _ .�-^t anter Wall, � ' ' Pedestrion � ; � � � �q(lood Be�ch, w Ta e � � � �. = � �� i�� i L6.1 Concrete �' .�"..' : / D • - , S.C.F.S. :l�' ; ' Paving, ' :;tght, S.C.F.S., Typ. each 6.6 �j _; ; � = - , /, _ � �` --- t ' � � SEOt � 1 ' � � ' � I TyPe 4� Li % � ' � ' ' ' ` trical Outlets, � S.C.F.S., � � � � � I � Typ �� 1 S - � �:S.E.D. (11) };I I r ; ,� , destrian Concrete Pavi�g, ; � ; ; �. � , ' N i �� ' /TYPe t. S.C.F:S. L6.1 j ', �..��,,_,' "`' - _ i J i ?,� : , ___ i ' ': I / i i ' = M .�;- sy ,_- , � ; � I _._ -,.,�- ; , _ I � _ � _.5 ' �-� , � % / ; :� ; _ v` 2 Wo Bench, W i )_;� ' ! _. I Pedestrien Scale Pole ' i - z � t �' i / Light. / ,-.-� � -_ •i __�__ � i -.� _ 6.6 �ape ' J ' 1 -�)t _...� ( i YPe 1, S.C.F.S.,Typ. � �,; ` I ; � - j ' i L�ght. _ �'' - - )�, ' , � � : � � � _/ S.C.F.se tyP ' �� • ) ; / i i ,..- -..,.-, t -: , I a - �_�.� ; ' � Town Square � / , if , ; 'J. - _ ,..` �_ � Q i �'( . _. _ � � Pedestrian � 1 � ; Lawn Section �4� � i� ,' � � � � i ; � �i _ C �' ��---- i Concrete � 1 : � '-----r� � Lawrt ` _ -�� / G ` ; ' Povin9� L6.1 � ' ! , I i _ �I„l i M TYP�� /� ; � j� t r � • / . , .� , , � i , Trash Trio. ; T ;� /Wood DeckS.C.F.S. 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G• 8 5 0.9 6 5.0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. landscape Architects• Land Planners tst Greenwich 5treet San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 KEVMAP REVISION �PNDSCAPfA 2y'�O o`aY mon Nc'��ti W 1�,�i� V s �^ � � �,. .r�, m:�aia �P 9lf OF CA�\F�� PROJECTNO. 22.rJS9 DATE O�.OS.ZO�4 DRAWNBY AIB scue asshown CHECKEDBY GL,AIB LAYOUT PLAN _ . 4 Paving.Type 2, S.C.F.S. 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' �± � _I � Concrete TYPe 1, S.C.F.S.; S.C.D. I �—� ' ' " : !, . ` ` � ' �I, ., . .___� �, ' for details. � i 1��- - ��`1 ��Y I �` _ � L6.1 Poving.Type i, � � I � _( � -- -;�, _W_.._. ��y�� \ r � , � �-.., �f \_- --��' S.C.F.S. Vehicular Accent Paving, I `, : �, t _ =` �j' W �' ; ,i �.,... � ' TYPe 1� S.C.F.S.. Typ.: I �, r _` ,__ j � �� - `;^ { , � � '� 3� S.C.D. for detoils. � � � _! i � �� F- � � ��- � - ' Q� ' �I I -'T Povin edT tre 1.CS.C.F.S. L6.1 j 't -- �� ! -Z-..__-N'�;.-—�� '`� ---- - 9j �� 9. YP _ � ��00 � � `� � � ; > =: � a � , � � � � �� # o�� 5 � i'� �� _� � � �„ � , , �' � � �� Pedestrian Concrete � i�= ��° ;� ��--- � _ ' ,i !y jl �—' Paving.Type 2. S.C.F.S. L6.1 �.. 4 . , ��; , .� ; Pedestrion Scale Pole Light, k _ i ; ��`� � j 1� (, ..-� � 1�, i S� TYPe 1, S.C.F.S..Typ. � � _ � �l� � �V•i; J I --> (I I Planter Pot. 2 > , i ' \\\ � � 5 i Bike Racks. S.C.F.S.. Type 1. 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"""__"'. � ._'_..__ � tr ��.._"._ "�r a`Vi'- .._ �,•f _"_ l i �+�e.-sk'-�'n,` a _.�,p "_" �.. _....._. � •., ..:. wv,.w �....s ,..,, - ___- r ....� � � �9<—--t- w -a e � . . �i �m . ��s rG�;�u� � r � STEVENS CREEK BOULEVARD ' � ' ° `-�a ` ° y ' ' � W `�-- -- - - _ ' New-'YfiM�us SheJter(per VTA stondords)� ' ' � . � _ __ _._ ___-- _ , • ` '. r; ' r � � -- ...... . . -- '• .-_. __.°_ _ � � � . - ._._ ......_. .._..___ . Sidewalk per 4 VTA Stondord Trosh Receptacle§ (to be ' ,W^� �C�� , I ' Tree Grote,Type 1, S.C.F.S.,Typ. of(3) , � City standards; 1.4 collected by VTA) , ' ' Pedestrion Co�crete ' Poving,Type 2,S.C.F.S. Sidewolk per City stondards; Signage Woll, t.b.d - . Pedestrian Concrete Paving,Type 1, S.C.F.S. Monolithic Sidewalk per City standord�;' ' , Pedestrion Concrete Paving, Type 2, S.C.F.S. Vehiculor Accent Peving , ' -' I Type 1, S.C.F.S.;Typ. S.C.D. for detoils, ' � _;�� ' 4S. ■ _-/ ' t-` 1 1 ' '��-.="'-�----_= ,,; V,:� s- -�.-st-�t,._=s�1�s.�i�' �' I ' I I I � I _ .... I _. I I': , Scale:1/16'=1' 0 8 16 32 Nortn VIAIN STREET CUPERTINO �TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 13 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T N R O D R 1 G U E 5 8 ��R T N E R 3 1 N C. ��s H o��n w n i.m.n n o.e, s��. x a o M o u n 1 a I n V I e w . G� 6 S 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San francisco,CA 94111 T 415 033 4672 F 415 433 5003 PROJECTNO. �L�L,SS9 on� 01.08.2014 ��nwNar AIB CHECKEDBV GL�AIB L/`1 T V V 1 r L/`11 V O2013 KENNETH RODRIGUES 6 PARTNERS.INC. MAIN STREET CUPERTINO 3TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T H R O D F I G U E 5 6 P A R T N E R S I N L. �1 5 N a r 1� W�I�m�n R o a A, 5�I I e 7 0 0 M o u n t�1 n V I a� . C� 8 5 0.9 8 5.0 7 0 0 �NSUITANT THE GUZZARDO PARTNERSHIP iNC. Landscape Arthitects• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 41 S 433 4672 F 415 433 5003 v 2013 KENNETH RODRIGUES 8 PARTNERS,INC. - r i n i-i ri n n n �y� ' ; ;� i � �a�e�s��z. ,� : �. ii -� � -� - -� - ; p , - - - - - - - - - - - - - -� - - - - - - - - - - - - -' - - -y - - - _:; ' I TYPsho f r(o3,,S.C.F.S.. II (I II _' '..- '� �_ ;� a Foc wan. r � . % ; „ L6.4 TYPe �� I i;; � ' ' S.C.F.S. II II �edestrion Scale Pole II ';. � I�'!�_'- Z� u � � o00 � ��,� �` �_. - �- ' ' ' � -..-.-;� �,__„�_.�_.,.,, ui I c ( '� '� N �i i J I ; _ . ---_. _ __ _._-- z I� '� v ' '-,., Q ' J \ ' (, � � > � � 1 ' _. . , .,.._, ... -- , v , I ._ r i - f - � � .i � �� , , - v, - " f r '.^-` � I �' ~ .-� v�`i '! :� : (`v'! i f""� `-�,,_� �� F> 4 �; ,��. ------t-' I Strond Lights. L6.; 1 i � i Type i, S.C.F.S., S (� , i � i I Typ. of(1) a� �. � � Trash Trio.- �j �' _1 ), S.C.F.S., �'.��_. � � �:J� � Typ. of (3) l_'' �"`(. y � � ; '"Nest'Table w/ 1 � ' Concrete Seat g,7 i? � j ;, ' Wall.TYPe 2. ond IPE Wood �� ' Slats, S,C.F.S. � � ? � � Included i�Art { : ' � Budget. � � � ' S ; `. j; : � ,: � 4 It i � ; I Plonter Pot,� �; � � Type 2,S.C.F.S., 1.4 7 � � '` � I Typ. of (4) U l,ht, �.J f �--` I Type 2� S.C.F S., � O � ' Typ. of(1) per i r] j Pot �i„� , ,�P,.,, . � � ��..4; �. � � .-,� --� �--�-;- � {F ; , L�' � ' � J a `J --- ''' `a a`i � ��-.�.�,,.r,. g,.. _- H/,, � �'� � ��I� I �. , ; , ��-r.,�,� � Pedestnan Concrete ght,Type 1, S.C.F.S., I ! �, IlPovin9. TYP�2. � IITYP• II ii i` ---i L6.1 II S.C.F.S.. Typ. R L'�1 I L � ' � '�� - ! IlPedestrion Concrete II IlVehicular Accent Paving, N :i i� � 1 Type 1, S.C.F.S.; S.C.D. ^i ' � i;; y Paving.Type 1, for detoils.TYP• --'� J :G I', �i L6.1 ��S.C.F.S., Typ. II � II ;� � W ;f f( ) �;O Vehicular Concrete ' � Z ;!F; �� Paving.Type 1. S.C.F.S.: �� ;I j� l ) ' _�.!,- � 'IS.C.D. for details. I� -� _ ,i , n � ' � ; , ; n� �-`-�►--, v � � � _ i _ ' � �� ------ i � �: i F- � ) - . , , -� - ------ , � ' �� ` �� !, i i ji' 1� - �- � �=1,l=r rf,=�i: -- --�- �-- -� � -- � i� I •� � 1 . I .!/ . , ' � �. o';�;;;�. �o . ,.�, ,; '`t; , ,;; __ ---- ---- - --- ---- -- ---- �. ;, > , -,; �: �` ' � --�--;-----, , 1, ,� , ,�� ' ,�. I -�\- . ,3�i� ; >' � ,i; j , ;]Q(� �-L�:. ��. `.K2Y �� I :� w� < _i i O 0 O . : ' _ � _ - _- -- - - -- _ .- .,.,.,. .�.,.-.,.. - _. � i, - - - - _ ._____ -- -- - - - � � �l- % ,.... _ ,. ,.. � I,( p � 3 . � 2 Plazo Accent Wall 2.Type 3 � . �'� %, � ..*� /;i �S � ;� .Trash Recd tacle, L6� OG P vmg, s S.C.F.S. Inci ed in Art Bud et. �; �•j I -= � ? S.C.F.S., Typ. of (3) �Tree Grote,Type 2, S.C.F.S., Typ. of (8) -Pedestrian Scale Pole Light, Type 2, S.C.F.S.,Typ. Cafe Tobles w/Chairs, T.1., N.I.C.� , �� ,�� s.c.F. . a Foc wou,•` _ � Pedestrian 2.5 6`4 TYPe 1. --- l/ I � Wood Deck Paving, �,S.C.F.S. ' ----- L6.9 S.C.F.S. Accent L6.1 1 ' � �..�.: ,.,.,,,. Povin T e 2. �^^ ; . :: 9� YP � Double-Sided S.C.F.S.,Typ. I f� +; �- ;; Fireplace, S.C.F.S. 12'Concrote €�' � �' ' L6•4 Included in Art Band,Type 1. � ' ''E> , �' Budget. S.C.F.S. Trash Trio, S.C.F.S.,I ;i�� -._.` 2 Permoloc �-_-----�--i„ � �� \ Typ. of(3) � ; ; / , ' � T4r„, i L6.2� DG Edging. j� ' � , �� , „� TyPe 2 � `�._ti...._. ,.._-': � .�� ' � :� � i _ , i _ . . - . _' �. _ - __ SE.F�S.,---./ fr T r TOO' `��\ \ � �:� � - - .� � � - . � . ,t , . , �' '� r' ° ,� i �`� �^ . ; � ? i . ;, � �l �•�\ _ ,.. .., ... � _ ; � , 1 � � I : i ,:._ �. .. � ' � � �\\ \�\ � S� '; ' �F � +-- ' HO 2 � ' - --- � >. .t�� ( � (I � , � � � � i � � �-.�-- - ; _, �( tunde�se arate� � � •.; � ��`�`^---�._ �,�«so ��,� ..._ ', � ; '� , \ � �� ` i ( . --� � � � ' � i `.� w( �.; � __ package �. - � �. �� ,_ �_ , _. _ ___I � � , '� � � �'''�a iJ i°�A � f I : I � � - , '_.-; � � � � � �� ,�,..,_ � R1 i t l/)I � � _, ; ,,_. ---�---�' a 9 u a n �.� i ! -_ � , _�_,.Y - `�'� � a� `�°� � � �-- - - -- �v s � � �i! I � °`� � �� ( � > > , ; � I ; � � � � � � i � � `. � `r I ,� � � ; � •� <;Si�i i\�� . t ` } :i � � , , � � � � ., `i . J� , v : .�.', .�,�-.� � , _. __ � ( � , :--_" _ �-. i � ;� I � ' � Sculptural Art � � � , �,/� ' � .� i ♦ �� Element/Signoge � ` ;3 �-- --�'�r, __�' -- . i � : , , ,, � . , _ � � , � ,�� Wi Wa�� ht _ ,= --- -._� r -� "� -, � � T pe2. S.0 F.S.. ' �� ' 'O ��' - � �~�5�� i ° ,� � � ' N �� ..i� � � i � 't '-- v-''� _ I Typ. of ��) Pedestrian SCale / `�i / , /.. -�. ` � : ��L;' I . ( ...� Budu etd in Art Pole Ught.T YP � _�� 'W I/(� , y� /, ��..5, s}. L; � 9 1.S.C.F.S.. T ' 7 ' �;X � � . ��-' ' � �{ 2 Aggregate pedestrion Co�crete � ��ti � Z r '��n`�' � „ �1` L6. Edging.S.C.F.S.. Pavin9�TYPe 1..L6•1 � . ` '�!, �, j ,�`.� � �- -r� �:, TYP S.C.F.S. � .} � � ; , 'v i � '..�i 1 `, � '�" � #�L� 1 i 1 Pedestrian S H O P 2 i ;� i � �; � , � � � - � L6.1 Concrete , i i -- - �_ _ � - - i ; ? Poving.Type 1 ` ti � � � 7� S.C.F.S. � } - �,i j� � ,' ---� L nge Furniture. �,t"� i '_._ S; � i ;i I � '� � �j ! T pe 1. S.C.F.S.. - _ ,__. � ' � <i : ; ,; Typ. of (3) UP-Light. !� � ,�'1 Up-Light. , 1 � i! � ; � � � 2.5 TYP� �. `" S l YPe 1, S.C.F.S., � > �� ' i > � { 1 P destrian Accent !J� � , � : , j j � ( Paving.TYPa �� L6.1 S.C.F.S., _ ? j TYP. of (1) l ; ;� � � ; ? � S.C.F.S.,TYP• TYP. of (3) �� Z � 3 � � i i � � � ' ; "� , _ ' Raised Wood __t �� :, �i ( _ i � � C ncrete Seat Wall, 3 Concrete 3 �� ( 1 Deck. 6J �� >tvG�� `, ' ,,� � �oc Type 1. w/Wall 6•3 Plonter 6.3 ' ' ; J ' i� i L;ght,Type 1, Woll,Type �� -- i- -"'�'"j�� S.C.F.S., 2. S.C.f.S. Z Pe s i > �j ; I , ; � Typ. of (2) lights ��O� � ; f nc ete L6.1 � � __, ! ' �� , S � Bike Rack, ( Paving.TYP� �. j , ,i , � ) �' � , S.C.f.S., - � "�, S. .F.S. ,i : S ; <; ' �> �, Permalo Ed in �� Gotewa -_....' '� ' I ' ; i / i 4 9 9. Typ. of(4)- � �, �: . � � y 1 � , i i } 6. TYPe 3. S bike spoces ' � ` � .._" 3ADfe� ' i �� ... �- . -.._ t S.C.F.S., YP• Woter Feature, � »��r.= _�.-.�t. � �� i i � � � � ��i � . ;J _ , � � Pedestri S.A.D. � � S ; � i --- ,; � ;,-,,, ,, , � Concrete Bench, S.C.F.S.,� ( �� L6.1 Paving. 2. Typ. of(1) � , � ,, �,�,�,.., �� __ _ ' ��„�� ,.�� S.G.F.S�� ,�� „� � �� „�� ,�„�,��e� �� ,�„„ �„� rn ..�,- , �.,-..,.", � .,,.,.,,..., . .., ,, ; , ,,,,,,,, ,, ��,,: � � i ..,.r..�. z -, ^, --: ;� ----. ,_ _, _.._....�, , __ -__>'SETBAC UNE�, �,� - -- t > ,� „ „ti ,,,, . ' ,, ' } , , ., i:--� � _�: a��}._ : t..1�3 �+. �1;,�.._� . � _ _ _ _ - i : � � :i _-- � � '. �. : , � _ <. � j � ' --� ` �+ -- ' � si -- �( � .- � , , , : �� - - � -- � � : - , �. . � . �. 1 . if�;f ..�� I 1 - . � � o . . ` > ,,,,.. ,,.., .. ... . .,. ,��.�_ - . , ; � � � ._..__., T . � � ... .. � , ,., � - ___ --..-. .,-,r.-.w.,�-"-,f, „- % / j , ,, i j., �I,��'. ;� �} +. �_:., .. _�. . .. ,. , , ,,, .. -__ '.- �� ,�� '� h� , ,,,,,,„, „ , ,,, , ,,, ,,,,;,,,��, <�, , ,,,,, ,,,, „ ,,, , ,,,„ �, , .,._, � - � .ii� ��i �i��11 i�� f �� 1 ._, • /J+u ^"` -_,.,.�.._-._,.�.,.�._�...._ti�� .�- , �-��,.,.�.�...�._,___.� _ � , L' - „ •..�.�.��L��_��._..�.�_L.w�.,�. .._ti._,�.�_ - p, ea •,o . , . --- ......_,.....�._> 5'c N �, 1' ,,4 �;��. �_ , ; ` , �: , �a � � � � ----'--� � : : . . � ..... --�-_ �__ ..-;--- .___i wV '�� ., %i_ # . , �,,�� '�, : ' : '� ■ � ' rY �V :4' - . 1J- ,N { 11� W _....-�' ' 4 Tree Grote,Type 1, ' `' r. 1.4 S.C.F.S.. Typ. of (6) ------ ___ , . ' _ , i-- :-- � co�«�t� s�a� _- - I 6.3 Woll,Type 1, S.C.F.S. X p. ' : I . ; . I � �, , I I i ``'o, P OPERTY!LI� � ' � .�.�rt-�-�-��`�"'� , � . ,I, i _ ' � i � ' -- � � r� - - �.��,..� , _t � -a---t---� ' ----- l-- __`_� __._ ,____ -----1- , ( � ---w ----- n - ; •_, �_ ��1°--- _J-- ( � , , ,__-- I -T_ i t-1ti __--- �, W - f/ b1 -- - '�N - ----�' 15� ! I � -'�^! ----- �♦ - ' - -+-"----�''' 2 Ramp w/ Freestanding • I i 6. Handrails,Typ. i STEVENS CREEK BOULEVARD ►�o�o��tn�� Sidewalk i Sidewolk per City per City standords; ' I 3 ,,i,, standards; ,� F�qdestrion Concrete ,� �, - Ratsett Wa�d��Eck� _ _ Pedestrian Concrete _ ._Povi�9.TYP�-�� _ _ ;1;-,';� 6.7 Pavin9.TYP� �� S.C.F.S. ------ . - __ __---s.c:f.s.___ - , . , _ Tght Scoring Pattem ot . . � T Access Paths,Typ. kale:1/16'=1' 0 8 16 32 North �IAIN STREET CUPERTINO TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 3 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N H E i H R O D R I G U E 5 8 P�R T N E P S 1 N C. ��s N o��n w n i s m.o n o,e. s�i i. x o a M o u n�a I n V I a w . G A 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Sneet San Francisco,CA 94111 T 415 433 4672 F 47 5 433 5003 PROJECTNO. 22,�JrJ9 DATE 0�.�8.2��4 DRAWNBY AIB CHECKEDBY GL,AIB �..�vv� � v-��. O2013 KENNETH RODRIC>UES 6 PARTNERS,INC. MAIN STREET CUPERTINO 3TEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T li R O D R I G U E 5 6 G R R T N E R S 1 N C. 1 1 5 N o r 1� W h I�m�n R o�E, 5 u I t e t 0 0 M o u n 1 a 1 n V i e w . C� e S 0.9 6 S 0]0 0 THE GUZZARDO PARTNERSHIP iNC. Landstape Architects• Land Planners 181 Greenwich Street San Francisco,CA 94117 T 415 A33 4672 F 41 S 433 5003 �C) 2013 KENNETH RODRIGUES 8 PARTNERS,INC. � °�� . _��.�. _, - ' - _-- �"-�- __��`��\w�`F_ : per ' -�` ards; ��`'`�� crete � � L„ �::= ':.F.s: � PqRK��O '�' , � ��_ _ qy � � �� _.,,,� ay�� `� _ _ ��, � -� __ �c�_ �:� �, � _ � Monolithic Sidewalk per City �`'-� . �:rr �;� -.._ . _ ,�ti' � �\ ; :,., stondards, ��\ :� � _ Pedestrian Concrete Paving, �� , , � ;. TYPe 1, S.C.F.S. ; ' �-__ �_ , � - --� � �Parkin. Lot Li ht, �' 4 9 Detached Sidewolk per City ' � \ ��•TYP _ standards: , . . � r�,� �, r .:. , ��_ � , r ��_� ,. -._, � ;y. PeCestrian Concrete � . _" _. , . . . . - � � �� , Paving Type �, S C F S , �� „ , ,._ , •i � i � ,;, -�' v , r pR � ;�� , . , , , � �.,,_,, :�, ..,� PF�� L ��,, ,?� . _�{�1 i�I .�� +.,.' �/N�\ ",L-a \i � �.._��o .III�� i i _ �-� i � � �-. \\ �� .� _ r�-- I ;I �•`\``�4iK��,�-- \ i � `:•;1�� ,� �_.�� ,�� ♦ `;�. ,.: �. _ '-, :� `�� .,. -,�� .. i i ��M� ,` . -r � -� � -�� -�� } � .�;;:�2 j 'r�j-�y� , �\��`� ?\ ��_ � �' <'�"'� '> �!`�,�- a" �-. `� � �': �� ' 'r �� `� ' +�� `"� _ - '�., �r X � �� ,,1'� � � i��M� ,;� �,�i,�\l`,. � �� ' ti ti_` ��_ � /�i ��~� . . . W�)Y��'�_. � � �� ,�� Scale:1/16'=1' 0 8 76 32 North ��`�f� ,� r �i`y{��/` ,.. /�� . / �� pl" ..�i %`�'�� ~, `\ . � Pedestrion Concreta _ � , �"• L6.1 Paving. Type 1, S.C.F.S. _ �` /,,' '�, `J'. � ! .�\ \• � �, , '� ' �`� ,�1.� i 6 Boulder, S.C.F.S., ��Y , ��cy `\ �� 6.3 Typ. of (1). Included in Art Budget. ,y;� � � -.-- , . � , �~ � ' Up - Light, ,,� '�''' � �'� ,� TYPe 1. S.C.F.S., Typ. of (1) _ , , �- _% ; ; . ; � _ r � \\ � _� , `F ;, � �'� �r- �� __ � �� > � �'` �� ,- pq Vq��. ,� _ � � _` /�_. Y Y ` � . 1 i ' 1� `�. ) , �,� ,, , } �.,� � f, Rk� �� . �,. , �/ f� �� j' �� ti,�� . !!�! i �� ,r �z / ; �' ;��Curb Romp, ^� S.C.D. For Detoil. � 1 ; � I � t �,�" �.. �r. * Pedestnan Concre � �� \ � �� \% L6.1 TYPe 1, S.C.F.S. _�.Q � y l � �- '�., . , . ��4 � i .� �� i�,� ,� �� ,� ��=�� :.��>`. � i �-,�� - '� , .� :, '�� ' - � .�, >. '-• �'`i..=� - ,r - -"-,�., � � i� � ,' �� '', . �'// '�``w2 \ �r\ _ _ r �.,�\�\. � //� i i iir'�/ i :�\ v� .,\ 1 , / UP - Light, `�'�5� � r �� i% ��;"?_.�r ` � T �f.�.S:C.F.S..T of 1 � `s ' �, '� �.1 YPe YP• �ii`� , :�\ , Trash Trio. `"s , . c � � - �,i �_ ;r'�. p ,_�_ ' Iqcluded in.�Art Budget. ``r ��X� i = _ S.C.F.S., ic� . i „ �'� � �"�--, �� TYP..of (3)� �� <'�� --�,41� �\ 3 9ronze Medallion�Plaque in / `�;" � � � 1 ��. - -r�_%,"� i 6.4 aving.Typ. of(27:� � Pedestrian Concrete � - ✓!� -'- "`� �/�F ��- < Included in Art Budqet�� ' , `�� Paving.Type 1�S.C.F.S. ; i�{. ' s f ��. +� �` .�� Pedestrion Concrete Paving. 'i, l rr �(' ' ,'h _,// \ , ` �� , (. �7yge 3, S.C.F.S. �' . (� • + f J � � •rc,i�—f n 5��/ � '�� / •<'�' - . `�. 1. � , � ��y ,�.,, r c,v`. ti_�i � i , - .... . ' �• r � % � � ,r, � /j _ _ �H�T�-£ � � ; ` ' ..% ��Bronze Lineor Morker in 3 " i� � ; i�,�..� �si;�. i� � ` ' • ' , . . ,, ��. \ i � �`. � "�� Paving (Creek Line). Included" -i �'� � � \,� � ��j, ��,�; � `'-�_ � � � in Art Budg i�!j �� jC `r" , °�"� � �! � � A`,• ,•�r,. �i e'1 � .) j :�� "-h J� -�'� //�� - �� i ' �,�' !`� � _� ADulder,Typ. of'�"g ` ,�-'� r_, _ -�_. [�.�.� �r� � �'- �'`� �,',i; -`-� ',�� .; � _ -� / (7),Included in Aft ' +�" > ��„ ;.� , / Budqet' `� � � �r- .• � � ` , p ,.` , ,�� ;`4 �,�\\ �fr � ��, ,,� .,��.�, �,`•-�` . . , , ,j �i'/ Creek Accent Woll< ,, � . '�'�„ . . . . . _r". � y�, ��C" �,_-r' - ' � :; '' 1.Type 4, S.C.F.S� // v` �_ . . . �. �-� . .�.;i�.+ �` �, � � �!• /� InclUded in �� ` � `�. •',.� i �� , Budget. �t�i'��, ,� �: ,, :��- '' '�,; � � , ��.,�� r,:. . . .. . . . . . ;�,��.�:,_ ,',, �� -,.� � �l;�.� � `:r� � / < y,� a.t r � - � � � � � ' 1 Area Droin in Swale. �" J/ ``-•,•� � `/ : =: , .,- Planter Pot; ` Y,, .`.`.�.�.�`.". . `+ � 6.1 Stormwater ��` � .` ! � , � .� Type 1� S.C.F.S: 6.3 � ��tir�� .� . . . . :�f Treatm n f -, �•• � � , e t deto�ls � .� �" ``�-t 'r' r �� /"� T of/.� '��\ � . . . . . . ' � �r / iP• l'-� � \/+. . . a . .r `�.. i � S.�i.o. ti , ; �1'� i� ��: 7i' r �f / ' � !� %f �T� ��'..,!iy . . . �.i ': .,\ fl ��j �/ �-''� Pedestrian Concrete� / � � -v�G ' " %/ - .`� r^ �:� � , ' / Paving; 1 ��•� �. F,pT�.�. �y `.l' i' ,�v ../ �.��-- Type 2. S.C.FaS. � ` , t � i� - ` I � •I `7% ,%�� Sq�+s+ �.�. _ '`' � ':J �/� , � .: � { '��._ �� ' ; , ��' i,` �SF�� ' � �; % Y,` '�� Pedestrion Concrete/ � �� a� �:" � ��.�ti��p��'� �% ' / %r /. } . . A_ .' .,'r;' S,/ .�� / � Paving.Type_�; 6.1 � .'p , � �!�/ !(V S.C.�S. � '':�:1, : . . W.� �'5.;. . . ��a�z\� _ \\/,/ .j� �� , � �,:��1 y�� ,Y ` ,. �; � ��, � -�� _ � . . . � � \'\ `�{ � � � � ��'��;�� `� i� V ,�� .:�� , '> `�. .,a_�`;, /% /. _ - � . ;�, -�_/ , , `� ` � � �� / � \ �'� . <_ � . . (� / � .� /)/, �p,� � '1' '/' ! �� f '�a� ♦ ♦ i`��r _� ^ O r�`r, - � /� ��Vehicu�A�ertc� � `� � �, , � ��w ` , � Q. f �� _ � Paving pe 1. �� '+ �� ,: � !% /� S.C.F.S.,�S.C.D. for �l � `�-� , .`.'. .�. t i �' i j details/ ;��'�- � � ,�. . . . �. / �,'` � `� �/ �/� `.'. ��.'.`� �' � � , F �' �� . .�� > ( ]I , `'.1` %�"'- y. t� � � �f �i,��1 �� 2�wide Vehiculaf Concrete � � ' • �� - �%j �� ' / BandaYT a� S.C.F.S./�j/�`�� 1ti�. . �.;.� . .�,j' , `,G,ti / � � �- ./ j ;F f� �,' . . � _ . . ;`' • . �� --,. �x�/ ,r.., . . , . . ; 6 � Pedestrian Concrete l ��_ �' � Boulder,Typ. of(6). ,, � '' ` `.�' L6.1 �Paving.Type 2. S.C,�`�'• r�\ �� `,� � `�„`„ � ' 6.3 included in Art � • ,��; �- � ��i i� �/i � � 1: Q5 Budget. �'� � P� � ��:/ Pedestrian Scale Pole �` �_� �.'' ` ` `� ' � � Pedestrian Concrete �/ Qi � ,� �_�. Light Type 1 S.C.F.S., Q� ,� �,`�,` � „ L6.1 Povin Type 3, t�0 � -- _ i� ,,_� � 7yp, : i � �l' „ I S.C.F 5. ��• / �, _ � � � '� i...=�;)) `o�wv /'� - _/1�' . . . ��" �' � �� j �^ ' =>% ri �'�' =t - ` � 3 Bronze U�ear Marker in .`� �(./,��•`\. .�� i i �� ,/'� )i `' �i"� ��:��, � _ �!:�� 6.4 Poving (Creek Line). � J'� �[�9' ��,i �=� 4 � I ;, ,\ " . � �;'' included in Art Budget. \.,;� .`�"�� % �:� , . O ' = t 3 Bronze Medallion Plaque in ;� , \�i � ; � � - -" \'' 6.4 Peving,Typ. of(2). Included � `" �� Pedestrion L6.1 :��, `� ep i ! _ in Art Budget. , � _ ; ��' \ �'i' , Concrete Powng. � \.',�°� 1 � � ,_ i lL; `' 4 Creek Accent Wall 2. �,\`� ; ' �,_;�'� Type 1, S.C.F.S. � `,\ , " ' � _ � 6.6 Type 4, S.C.F.S. Included � .'� � � in Art Budget. �� = � MATCHLINE L-2.2 � ��•� � �- - -y.,� � , 3 Seatretel. Type 2, \\%' T _ !�� rr �y,� � �� ,�_ _ ��: `� I ` .3 S.C.F.S� Inclu d in �� ;'� `� � s - ♦_`' i c�, �':.� Bu get. � , � ' � -. : = J ° ;=� �� 3 ' �1 � � �� ' = i . , , �; : � I - , � -- =- - � � � � .� � -t n, ,� __� � __ -, , ,� �� „�,,,,. :�� j� �-.�.. � �E Jf , 4 , ' \ � ' , . . _ o;o , �, -' � �� d}i . � �'`:�� `�;� Ji� ii��iii�i�i� � � ` - ;,� � ti �� ,- ; �� ,, ;;,,� --�,_ TE L , ; ��. ,s�l� � , � H O ; � � � �� ' ; . � �'�� `' Vehiculor Accent Paving. �' � ��\ :� = � : �� : � � - TYPe 1, S.C.F.S.: S.C.D. for S C O P E �- _—� .\ , '- ` ,\` : `�_ 1 � details. - -- --- �, �1 0 ' c ; � �;, _ hic o crote Povin, '� ,_ i ; O , �t,� - _:,-i t Ty e 1,rS C�F.S.: S.C.D. for __ - _ __ , , , �� '� I P _ _ _ - _ __ , i �� _ � 1// _ 1 ::\� � - detoils. ! � �C r4F-; '` � � � � � { . ' �. .i/ = :: „ �e!'M1_ ��; il � ( _,.��,•� � � � \ � �;' �� lIHIN 5 I K�t I CUPERTINO fEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC �REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T M R O D F 1 G U E 5 • F A R T N E R 3 I N C. ��s N e r�n w n�.m.� a o.a, s�i�e x a o wo��.�„ „�e. �. R s e 4.� �,�� THE GUZZARDO PARTNERSHIP iNC. Landscape Architectz• land Plan�ers 181 Greenwich Street San Froncisco,CA 94111 T 415 433 4672 F 41 S 433 5003 PROJECTNO. 22,rJrJ9 DATE 0�.0a.20�4 DRAWNBY AIB LAYOUT PLAN MAIN STREET CUPERTINO 3TEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T H R O D R I G U E S • V A R t N E R 5 1 N C. �1 5 N o r 1� W�I�m�n R o�E, 5 u 1 1 a 7 0 0 M o u n 1 a 1 n V i e w . G� 6 5 0.9 6 5.0]0 0 THE GUZZARDO PARTNERSHIP iNC. Landswpe Arthitects• Land Plannerz 181 Grcenwich Street San hanciuo,CA 94111 T 415 433 4672 F 415 433 5003 � 2013 KENNETH RODRIGUES 3 PARTNERS,INC. �,>,�. , � r� Y� � �:i i — — — — — . - — . _ - — — �\ _, ._. - _- -- ---_ _ - --- -- -----�"' _ - --- -- - - -- -- -- --- -- -- ---- __- ---'- - ; �, . - _- .ti �__L ,,,. �, I �� _ / ., _ . _.._:AT HLIP�E L-2. � _ .!� . � � , ^.. ._� �J�J � � � 1�� ... .:._ ........ --r_ ._.. .-,,.., .,.�.., ...- _ ,.-`.. ._...� , `__ -�.. _ � . .� — -��,.+�� - � - . �\1 � � , � , . :�� .�..'.. - f �---' "' ' �'< .�C ��I �� .. ..� � i � I T � , , r I _: � � � , , , ; _. ,, —_ , , „ . , . , _——_ _-- � -------. . ; , '; . , . - __.,--�— ----------------- --------------- ------------------ ----------------- ---------- ---�---------- ----------------- -------�----------- ------=--------- ,. - �-------. , . --- , � j i ' � � � � � � � � � � � Pe s rian Scole Vehicular S o ped Asphalt,Ty e 1, S.C.F.S.; ; � - � Pol 'ght, ��j ' ; � S.C.D. for e ils, T ! �1 �, � \. S.C.F. , YP• � ' ! TyP ' S� �-Vehicular 5 a ped Asphalt,Ty 2, S.C.F.S.; � , ; ., ; ;---- (� i i � ��,� S.C.D. for e ils. TYP• � , � ; � ( ; , \ ____ _ _ _ Parking Lot Light, . I ' � _ j � _ _ _ - = T�T -- - -- ---------- �--�o t13- �Y - ----- i.�._.__�-- - . �. � __> ` -' --- -- f� ` �.— r . -'. , '� � ��\ti , e �. --- � ; :: �� .__�„_, �,� ��, - , : ; ,, , � � ,. � C'\.. � � i � � , i , .,,. � � �. T.�� i � ' �' � r'S ' '� i / ? (� ,._ �� -----. . � i! r �", G� _ �\�� i . . , � . � i �. < � � � < ; , . �, ; , ,., � � �; ; ;��- , hicul vng. I S� .; �l` _ ___ ___ > __ _ �t Ve ar Concrete Pa i \ t � i � ; I Il,� � ��, TYPe 1, S.C.F.S.: S.C.D. for -1 ---- - � , — . -. — —. .� .— — . . — — �'� ,`.. m� � ;l, ;��,;� i - � � � ,�, ,•.�\;� detoils. , ,�J. -„? � � � '� ?:��,;� VehicularAccentPaving. , �"v1 , � � .�.�.�W.�.�.�.�.�.�.+.�.+.�.�.�.�. .�. .�W.+. ;I �R1. � �' L� i�-_ fV � � � � � ' % �• ;,�� TYPe 1. S.C.F.S.: S.C.D. 1 I ' i:, , . .. . . .. . . . . . . .. . . . . � . . 1 Area D ir� in '� , i lC S , �" for detoils. �I -. — — — — — . , 6.1 Swale. i 1� < ' , , tormw t � ; i � ' � ,� � , Pedestrian Concrete � � I �' ,oO�O� ) �. . -- - `� -y '�i Treatm n�details, �_- '�' Pavin T e 1, S.C.F.S. � ' '. > l: . r � � i � ? ,i ' � � 9. YP L6.1 - i � S.C.D. I—� �-- � � � � ` � � i � ' ;i � � � � � Z i , -5 � �� }, �, � � � '� , �- ' � i i � , \�; � ,� � - ' JI � � � � � > �� — — — � — ; , � �, ; ; k-- r.�-----. . , - . ; __.--- -- - ---,---.-------� �-t-� �_ � � , , , - - -- � � � � i � ; . � ,, � ; -.�' ---------------— , . ' > � � :,�'� ( { ; i' _ i NOTE: I � � j � � � ' i !�� ( y > 3 Raised Wood ---� ', I ight Scoring Patte pAVING BANDS AND � ; < -""" 1 � � i ` S H O P � 6'7 Deck. �1 i : _ t Access Paths, 7��GRATES TO BE � � � ( t �,�� YP• ALIGNED WITH PARKIN � I ; � � ' U Li ht,T e 1, � ' � 3 IS TO COMPLETE ORC D�TREE I ! ' ` �___� ' �� P- 9 yP ' � - aised Wood pLANTING DESIGN. ' • _ ( I s , ;...�, S.C.F.S., Ty. of t) i 6.7 i � , P � � � eck. � J � , � i ' ' .1 � 1 Monolithic Sidewolk per City � � ' . , -- - ----- ---- -- - - -- ---- ! i ' ��'% ; / i standards: � ,. �_ --- --------------- --- -----� i : i ��.� - y `, Pedestrion Concrete Paving. ' � f � �� -- - 4 - -�-------�---- - --�{---•-t----- --------�---1-----'----'---- ' ; ' : ; � > � ( ` T ee Gr te.Ty{je 1, I I �Sidew�Ik per'City s andar ; ' ; i V; � i Type 2. S.C.F.S. � � 1 ( � i ; ; � , -< < � S C.f.S..Typ. df(7) i � Pedes ian C nsrete Povin, ised ood � ( . � !� � � Bench. S.C.F.S.. Typ. of(2) � ; < <, � ' ' TYpe , S.C.�.S. eck. � � I ' : � , � � I �� ❑S ❑ �� `� � iiiii � � �� , / . � �i�� ii �� ( �.� � ( � . �— �s � � .�s . � .As ... � . ... �� S � i...�_ . .�.J �.a ��-�-,,.. � . � - � _ ' !-��s ' _ _ / y �I 1 _"_ ��1(� � � .-v-` 't' � I �, �� ,�. .. K i�l _ _ ,,,,; ,, .*' 1 ;` �� _' ' i ......,I_ 1 �' � r� ,. , _ m. ; _ j ' __. i i __ � (: ,' � I , � ,��>,.. .., �" > � '} ��._S' , W �( I i � m � ��L �� W.^ �i ��i��ii V/ ? w ) z ; � �J/ML`:... ( ' ��// � i Q e � _--_ ; � � ' , y " ':.,�.��_,'_,... . _.. _,�.,.. \ i — r� � � ,. . ,., � — - - - 1 — _ � i � , _ - - - - __ , , �,, _S �' - , ( , --- � �( .. _. - ,, ,,,,,,,,,,,,,.:,��: _�. _ . „,,.,, � � ;,. ' � ,.,,.. ,� - � I � , ........:�- '__."'_ I ( _':.�_-_ .,'_'„�� '..�.._� � � � � . ..__�,_ ,.�.:.i,...I. .�I�. . ;' ....�� 1 j 1 1'i �' ��,��it.�".�l � i __ .. ,, tx a ^' { i �� , ,,,,, , ! I � ..I ' .. . ... W� pR I`N E ---F ,,,, , , _ , , . i � ' f .J . , , __�� ' � : �„ � ; 5 ' : , �-^ , . :�<fh �°� � ' C`� ` `+'K£ i ' � __\'-__- ___.._� -. _ _rt�I �. _ � i�'�F�_ � >k _� � �i � '�1�1 : _ __ _ _ r' � � ,ee, ., ��;� � .: • ...._ - - — �--' �, . . � I Si"y .e, j' �,��'� , ,�---..r---ir---- — I ' t � : : � - t �' i ... � ( -- . . , � 1 } l 11v ' �"" I ' ' i �. .' -�_ �.'• ' .�--- -�-1- _ �_____�__ � ' r�� 1 �; ; �-�-�- � • --� -—- ,; a� � , __ ---- -- _ _ -_ ___— � ._ --- _ ____-__ v._ _ .—.- ____ '_-__--_ Y1' V� L Nl, r� �� ___._ W _ �4 __ yti Vd /}. _....__� `h ._ ... „„, , - ---- , ; „ ��_• ' '�J _.._._:_... �{' . _ _- _- { _. ..r�----_ . .�,�,4 . _ �R!s..__.'__._ �r� ._ �Y , �� • � �� U (� . . . v ♦�.J' ' �_� ' _ W F r��'' r i - ; � � � I �- edestrion Scole Pole Light, �----� ' � W TYPe 1. S.C.F.S.,Typ. c , - _ '. � ' 3 >� � G—'y � ��- ) Q ' DG Paving, , � � � L6.1 S.C.F.S. � ' - �_ � � � Cafe Tobles w/Chairs, ' �—} ; Q OFFICE 2 T.'.. ".'.�. - ` ~ ; � Pedestrion Concrete Poving, �` �_..__� j Z � ; L6.1 Type 1, S.C.F.S.,Typ. � '. - ,.. � Q ` _ _ _ ,�„ _ _ _ _ _ _ _ _ _ _ _ _ _ _IV�ATCHLINEL-2.11 _ _ � ; ; � �--_ - - - - - - - - - - - - - � � - , " �� j 3 Concrete Seat Wall,Type t. S.C.F.S. � �� ( � � � ' i > z � 6.3 Wall Light.Type 2. S.C.F.S.,Typ. of (5) .�... �❑ ❑ �❑ ❑;�...-,-. ,-_ - , __.-i t -� 4 � y-` Concrete Retainin � ,� � ,� 6.3 Wall Type 1 9 _-��, ! ,' � � � Q� } I ; ;:� y 6; S.C.F.S. , _ � j j �: ._._, -, 3 r � ' � -_? ` ' %: L6.2 Recycled Header. ' 1 � � � __.-. �r,._ ,_....,_, �-; ,..._ ,.__._ .� . ` � ' � � '-°- S aised Wood Deck , � . � � R' ��._ ,. w ,,,'„y i, „ , ,,,„,.. , , „ _,..., ,, ,.;, ,,„� , „„,, , ,,,.�,, „ „ „„,,,,, ,,,,,,,,,, „„ „ „,,,�,„ , � - -=-�~ 6.7 � ' 3�— — — — — — — — — ��j,��3g� ,:i �,� ',i; : ' - — 3 O �? S � � ' ,i� !,� �I I�, � ��• SETBACK LINE � m -' r r-"_ -_ _ _;._, , '; Sculpturol Art Element/,' .._„... .�_- � � : �� ♦ � i Signage w/Wall-Light.:Type2. Q -- l lawn i - f #hcl - _ W __ {„, ,� „ , , „ �� ,� _ , „ „�, , , „,,, {' n Art Bu g . > � „„ � _..,,. _ , ._ ... ....._.. ., .._. ,, .,, �� ; � _ _ ,. � , „ ,�/� � , ,,., , „ �� i � ' i. i YP• ��)• I ' j „ . � ^' o S.,T o uded � . � w / �1 M:_; I iPROPE�TY LINE � ..� '_.. _ .�. ; ' , -`,�-i-' < �� . ' (f� ---- �s h j ' ' � , 4,° I . . ` •� ' � ��'` �� . i� F * _' i,-�r ��, � I � . " , ; ... _ i i '�V},v W '� , � �� _��, s..�l�. , s s. ._ _.__.... . __..._._ ____-______._ � .?..__._�r� .. . vi��l. �� i ' i i � Z : , � . i "?_.— _.. ..... �. " . .. I � � � �f. � .' , "_____ ... I . — � o � ,, � ! ,, r__ o ., . � �_._._ ' � I -` J � _,--.--- . . ,� , , , ! � ;° � � � � . � / " e.. - ��--..._ . V . . . > � � � . , .'.:�e ' � �. 2 � ; - ' 1v �J �V ---w�Nerr iffJ�Bh'a-Shefter-(�Pe�-iff*�ri8h 1Jc--- --�P1 - ar w � „ Curb Ramp. ,,`>"�` _ _ �4 _. V ' Tight Scoring Pottem VfA Stondard Trosh ReceptC�1�� (to,de ` � � •' ;Hlonolithic'.S�de olk S.C.D. For Detoil ot Access Patha,Typ. - colleeted by ViAJ ` � per City stondords; PeQ�estrion Q I 4 Concreta pavinq, Existing Stroet Light Tree Grate,Type 1, -- Type 1, S.C.F,S. Pole, S.C.D. � � STEVENS CREEK BOULEVARD '�4 s.c.F.s.,Typ. of (2) Monolithit Sidewalk per c�iy stondorda; '; ' Pedestrian Concrote Paving, -- - -- _ Type 2. SyC:FJ3f , . Scale:1/16'=1' 0 8 16 32 North M/�IN 5 I K�� I CUPERTINO 3TEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 N E N N E T M R O D F I G U E 5 6 G A R T N E R S I N C. �1 5 N a r I h W h I s m�n R o a A, 5 u I 1• 2 p 0 M o u n I a I n V I a w . G A 8 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architetts• Land Planners 187 Grcenwich Sveet San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 PROJECT NO. L2,SS9____ DATE 01.08.2014 DRAWN BY AIB CHECKEDBY GL�AIB L-2. 10 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. ' Parking Lot Light. � � VALLCO PARKWAY � � � - --- - --- -- --- -- - ------ --- --- -- -- --- ---- - - S E D. Typ. -- --- -- -- - _ -- _-- ,•�a, T r Monolithic Sidewalk 2 ' ' 4 � per City standardr, 6� Turf Block Paving ' ; Concrete Reta�ning Wall, /�=�„ , ' L6.3 S.C.F.S. ,�.��;,\ Pedestrion Concrete � .---. - Y,.--.:- (Vehicular Access). � i 1 Pavin9.TYPe 1. S.C.F.S. � . � � Detached Sidewalk per City x� �� -. Vehicular Concrete Paving. �'1 stondards; � � �� :•= Type 1, S.C.F.S.,Typ. :t � - �>.z �' S.C.D.for detoils. � �� Pedestrion C crete �,� �`�� - ' � Paving, Type�, S.C.F.S. _ � %' Monolithic�Sidewalk �,�i, , � � �Per City stondards: ��''��,_"}f f ' r � '` ' �- � � � �• � edestrion Concrete � --.-- �----. w/ � % � ._.� .,.. _ . _. ��._ ..-.,.� , 5 �,_ 5 ^ .. -..-. .-..,. -. �,-.. ,-o. l.-_- �,.� I � Paving.Type'1. S.C.F.S. ,�,G._ �=�,�� -� ._ ._ ,. ,_. _E h � ,,. ; __ _ . _ !�„ �:- �/ ��a��S a ' I ., _ ' �', _ _ � , -K'�� T � - Z . . . , . - �� _ .. �� '�� i��- ��'�� ,�� ., ._ ' ,,, •/ I _. �_° 7`.,... � � � ... ..�,. - _ i �- '- \ ` ' � i� �� ,�� y- .. .�,. + _ _. . . ' r -- - � ��,,.,.- ,,....,-- .�,. ; ...._: ,;L �^■ . . . . . ..�.. !i� _ ^ .,� _. �. � / PROPER LIN , . . , _ ,_ _t.: . , , x a � --- - -- -------- ---� I, ,,,;; , ' wo� _ 2 � -w°-i- I � - � �� - ,�,,,,,,,,,,,,,,, „�„�� ,,,, ,,,, „ � .,,� �„ �„�� - - ' ,1_.X, ,,,�, >,,,, ,,,,, ,,,,, „ ,,,,� , „ ,,,,,„ , „ .' , ,., ,,,, ,��,,;,;.,„ ,'"x..,,„ „SETBACK�LINE„ ,� I j� ,�, �,- ` ...�..� ) � � � � �y �� _:__,'_^ i 5 ; � , j � � � � _ Curb Ramp. S C D �,, � i � � �� . . . i ' � ! � �� ' � � ; ; i � ) j > I • q � `' - � ; ,; , .___� ` ; ; �i � ` Concrote Retaining Wall, �`,-^-o-^--Q-� d � ' u� L6.3 , , � �---i � ' ( � S.C.F.S. - ��*=�� , � , �, '.,� � � , , � , A ,.... ..., �,� , I - � I 1 i � �._; ' _.._.-- i ! Pedestrion 1 � ,i� �_ � (` S i � ; ; Vehicular Concrete Pavin ' ? � I r'� ,' i��,�,� � �, � , � �� 9' Concrete L6.1 ' � � _ ��, t,',' \ \� 3 � jj TYPe 1. S.C.F.S.�TYP• Paving. (1- , - � t""" ( L� i3,��--� ' �'i �, � S.C.D. for details. TYPe �. • F�� \ �` , _ },I ' _ ...r ., ,--•-,>-• � ` ,,--�.�-� i i � � S.C.F.S. �� ' �i Existing Street Light � �� .._,.�..�.,.�...� • � �� _.. , �__� _ • 1 � , � 4 1 •�,', � i �� } � 1 i; Pole.S.C.D. � Concrete Concrete 4 1 .� ..__ � ' ' �',� i i� J L6.3 L6.8 W od Fen eoll, ReWood F nce L6.3 L6.8 �-\.. -- � �� F � ''4 Han'drails.tandin _ i � - ,�.� i i) � _ � , ; ? _ L6.6 � 9 ' ' � �) ` ""� as Tronsformer os Tronsformer � ' ; � I - � ' "� � i �' <~ Enclosure, S.C.F.S. Enclosure, S.C.F.S. � �j� � � = ` ' ° � �� --' �.__.t - - ', , � , �� _ � Pedestrian Concrete � � - � L6.1 Paving. , ,--,,-�-�-� e Pedestrian Scale Pole Light. Type 1, � - � F----; � Type 1, S.C.F.S. � �S 3.4 Rom I S.C.F.S.,Typ. �!- ) _ i �r p L6.6 w/ Freestandi�g �,_J 4 .�' l�:_.-=----� I - ( �� ❑ i i� 4 Handrails. Concrete Retaining Wall, S.C.F.S. �6.3 � i % � ( - �, " - � � ' � � ~ Concrete Retaining Woll j� f "'i___ S�'�/ � � �� ' i i t L6.3 w/Wood Fence ' � } 1 � U�Ci{ 1,.;.._.. � Guardrail, S.C.F.S. j Y � -- ; City Sidewalk i � ❑;. � ,_> � ; �-S , Pedestrion Concrete ' °j L6� Pedestrian Concrete Paving, , i �, _ � T�ve 9, S.C.F.S.; � YP � � .� � Type 1. S.C.F.S..Typ. r � � ,. t } J� �� = � w S.C.D. for Details. � --- � � __ � �t � z :-> 1 - , � � '' � ` �? ; `Y'� F ' ; - ', Q �, ; �� a �`---) - � � �'��-' ��, ' ,. � m' � � - , � .�t� ,- ( ; � t- - � I - , Q I ' .-.,�-.-+ , � Qp� 2 �( t�j� ` ' � • � '� ` ; S Pedestrion °--( = � Z - � , S r L6.1 Concrete Poving ' � s - : 1 Q i } 0} (Band). S �-?Z� _ S �-- ' I > D � °� Type 4, S.C.F.S. _ �Jj ' � S � Trash Trio, S.C.F.S., /� � � `- � _ �� I < �°S Typ. of(3) �-i rJl ; 'w - ? � Sculpturol Art Element/Signage tl k- -}OI �� ' I � � i Q°i w/Woll-Ught.Type2. S:C;F�S..TYP• ) '� `a j �r�r � i ' } of (1). Included in Art Budget. r , ±_S _ , � �Ec)x ._.,._.,....._ ..,._ ,_ ,,..�. :_i � r �?� `.� ' z � � � ,,,, �,.. * "� o , I � '�� ' � `= ' ; . ; _ � , � �� .:- .��_.. a � a I �.` Plonter Pot. T e 2, � k-� �' �.-��• :.., 2 YP � �i� z - } .. : ' S.C.F.S. Typ. of(2) / � � i �'�[ � -- � : �r r T �� L6.3 Center on Building ,� z � _ C: '• Column. � "�1 � � 1 - - -�^^/ : ..::� 2 5 �-- > x-� 1 " ""' """"�" " , Pedestrian Accent Povin , \, - % _. : � � � _ � , . : r'.: TYPe 2. S.C.F.S..Typ. 9�. > ; - ., L6.1 : • ' • •• ;;;� _-_ 12'Concrcte , �--? - � ; � % ' ,,._.�,,_.��... ..., ,_.�,... ...,.... __ --- � ' ; � ' ` _ J ;;;;; Band,Type 1, S.C.F.S. Y ( M... } � ' - _ ' � � � ` �� I � �\ y z--� - t ' ' � -=.�.;-;. Trosh Receptade. ; K j � _ �' '� ::::' S.C.F.S.,Typ. of(1) (..� k_, � _ � � , :_- .__- ,.- _ . _. ,...i � _ ,.... i' k � ---- � . �_„�,.�,."� Pedestrion Co�crote Paving. , I - :: -----�,'-','.-;� ❑ -.. L6.1 TYPe 2, S.C.F.S.,TyP. O F F I C E 2 $ z , � � , .. ... i t " � � � :: :r- ; ' l � --` , � '�� I 4 i 1 : . - - 1 6.3 Bench. S.C.F.S..Typ. of(1) � � � 1 - ! , . .. ��. .. r ., � - - -- ' ., . - ------ - !---'-'-'---� -.._. .. __ .,. � S L-�, _ � �' 1 (� � j - �; � � ��'�, j . .� t_, I _ '� _ , ; � ` Bike Rock, S.C.F.S., � � � � . } W� , � � Typ. oi (4)-8 bike spaces ' x i ' - ; t� ioOOO `� S Pedestrion Scale Pole Li ht,T e 1, � k ' � \ � � 9 YP � f_ - � I' ; � l S.C.F.S.,TYP• ��, j I } � _ � - , , , ,.. _.. ` , j z--ErrrX��.��1 - _ I 1 (/�\...� � % ` . \ 1� _ `' I ,. , `Si, �.^. .-% � ( _ _ �-.;c.�� L � ! _ ; I .; j�, � : � - ,,-� .; ; o�' > .�. .__._ -; , ; i - ,, � � z ❑ ; � ` - � � �.` >:I i � �; _ N ' �!; � � ❑ � � ' � � - - ii; ' JI i :- , Pedestrion Concrete Paving, � F ; � � � . . . f� i�,�, ( L6.1 TYPe 1, S.C.F.S.,Typ. � ' __� _ S - j ; , _ -- -^> i,I ; Z'; �, 0 ( � � � 1 - i � > � ; � � � -, ._; _ � � , : , � ;:; ; �� s a� � 4 � - � ; i �,��i 1 � ' ' � ; `` S^� �� ` . i � ; � . � ! � � �'�' ' -� �I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �-T-� � � � � � � � � � � � � � � _.._,.___��' �MATCHLINEL-2.10 � t ! '_ � ! Scale:1/16'=1' 0 8 16 32 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 l P�R T N E R S I N C �1 5 N o r 1� W�1 a m�n R o�E, 5 u 1 t e 1 0 0 M o u n I�i n V i a r . C� 6 5 0.9 6 5.0 ]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndswpe Architects• land Planners 181 Greenwich Strcet San Froncism,CA 94111 T 415 433 4672 F 415 433 5003 KEVMAP REVISION �PNDSCAPFq U=y�,0 0`ay m o n po�'➢('� . � (� • � "";; •./'I. 01�18 14 �P� � 9lF OF CP��F�� vRaecr No. 22.559 oa� 01.08.2014 oruwNev AIB sc,ue asshown CHECKEDBY GL,AIB LAYOUT PLAN L-2. 11 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. �.; � __ _ _ — , �: _ �.:, _ - . � __ ., - -- ____— � , =,, Y ._.__ — — __.__ _, _.�. - -- - -- - -- --_ _ , _ � r - - - . -- �� ,� - .-- ,� ,; �,. ;: rr _ --- � ------ ---- r � - y/.. . � wv � � � _ ' ' ,,, ,_ . _ _ �. � . _,� i . �, , ,;,, , � � _ , -�, _ , �_ _. . , � � :� , .. ; � �-_ , , _ i , . _ , �� ;, _ ' , ,, — .. ,,, \, ,, . _ � '� �� - _ `�'— _- _ ;, ., , / __. , _ -- �_, -, �+,� ►,/ -� �•.,. ''�•,"� /�. ., � � _, __— _ � /�, ,. , � �.- . �.� -�...� , ,, �� ' 1_ ._, - � � ., , , , - --y; ___� __ __ i o� O,y . l : _ _ _ .— _ , ,. � -_ �, . ,, _ __._ __ , . �. �-� . ,- - -. � = �--- _�.,- ., z— -- , , , � _; � .�� — - r . -- , ,, _ � , � � o ,, . � � : , �. ,,,, .,, �,,,, ___ � ��. .� _..��r_� � � _,��—..��..v ._ _. ,_ , � ._ , . _ ,., , r. _ . � �- -= . . _ _ , , , _, _ , _ , ,, , _ _ � - __ - _ —� . a,, ��: ��u`�� ..� •�,,, �;, - -� - - - � , _,_ _ ;' 'ti,..',� O�i ' ,, �.� '�,/�,' ___ -- -- - --- --� _ � , .!� i`,� - _-- —' � - -� . , --_ ---�...._.._�,.�..�...0- - - � ,,, ^, � , - �,, , ,� ;��-, �,� -, �,,, pq ,, ��, . , _ VAlLCO -, , , ,-,_ � � - -. , - - -- , ��I,. -��. , ,,__ �� q_ Y . , ,,, __. _. RK �� .,, �.,� -�., �� _ ,, ,,, , . _ _ ,, w— I � � / �' � �' � -- ,, ,� _ � , , , ,,, -_ _ -- . ,� „ r _ � ;� ' �.� A i�`l�'�-• �i-i�� „ ��, S.E. . YP 9 t. _ _---- ---- --- �..- ___ - --- ----- --- --- r % Parking Lot Li h I �,� f , � D. 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Wndscape Architecu• Land Planners 181 Greenwicil5treet San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 `(�J 2013 KENNETH RODRIGUES 8 PARTNERS,INC. �_-- ---- --__._. __ _. x � tr; )y` ... ..... . . .�,� _l;�� .��.�� C' �i i -�i /��.�'�,i'�/�'......•..._..• / ..... �(\�`i. �� /.f��`/Y fl 1� , . . . . • � 4 \\ � �I� � %. ... . _ . .;�� _ �. ;%;_ �;�:f�L,-.,�, �� '��-�. ,, � �.. . ?r . ,��. , �,-, , �\��/ / Fr`qFSc`�•••�• `L�� . :�,y- - �- !� ��rT�: �_.ti.'�.r'�j. . / . � ; ��' /\� •�. :#� / \ B,q ` / � ��`s'/`�.�.�. • 1•{ r e � �� t?;� �Y�. . �. . � �� :�� .,�`. -, � .E . , j;�,�,l� '� . . . -� � , zo z, rz .( /�..`/, ��.+. ,`.�r,., g �. � - 1.�. . . . . � �'�� i�9 �g / 18 11 � `%' f ;' , �.j�±/, -� HOTEL � s� :y-��' �'\{ �. .. FF 180.0 " . `�y�, �i. . . �� Zg � � 0. tb t2 _a . . `p � `�` 23 �• . . . r` '6 ,,.�..�o,� � � / ''�.r • 1 � \ \ �\ ��/ O � . 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( , ::, , � ► "�"'�'�'" 38 _ _! i,_:�, �---' I .,\ \ ,,� '18 t2 .��2-i�+.., � ( I � � \\,T ��`�� LAYOUT AND MATERIAL NOTES �� -� - --- -- ------- ------------- Qt Pedestrian Concrete Paving,Type 1,Typ.S.C.F.S.See Detail X,Sheet L6.X \ \�� Q Seat Wafl,Typ.S.C.F.S.See Detail X,Sheet L6.x \� u Landscape Arca Droin,Typ.,S.C.D. � Q4 Concrete Stain with Railing,Typ.See Oetail X,Sheet L6.X � '. \ ' �;. � Metal Gate and Fence,Typ.,S.C.F.S.,See Detail X,Sheet L6.X �:� � Q6 Pedestrian Concrete Paving.Type 2,Typ.S.C.F.S.See Detail X,Sheet L6.X O7 Landuape Wail,Type t,Typ,S.C.F.S.,See Detail X,5heet L6.X Q8 Tree Grote,Typ.S.GF.S.,See Oetail X,Sheet L6.X �� Pedestria�Acce�t Paveri,Type t,Typ.S.C.F.S.,See Detail X,Sheet 16.X • 10 Pedestrian Accent Paven,Type 2,Typ.S.C.F.S.,See Detail X,Sheet L6.X �'�ti �� \'�??,,\ � Outdoor Cafe Seating,Type X Typ.S.C.f.S. �� '�, � � �12 Planter on Paving,Typ.iec Detaii X,Sheet L6.X ��, '; �13 Area Drain in Paving,Typ.S.C.D. �.: �� ^ a / \'� � \ ?�;, '� (� Tree Grote Edging Conditions,See Detail X,Sheet L6.X ;:,� �R�,�"., � �•�� / 15 Fire Pit Furniture,Typ.S.C.f.S. ;�� J ` � '�6 fire Pit,S.C.F.S.,See Detail X,Sheet L6.X .. �. F, i,�,"��- : �:a�. � '� ' Q Synthetic Turf,Typ.S.GF.S.,See Detail X,Sheet L6.X ,\' �� 18 Planter Pot,Type K as shown on Layout Plan,Typ.S.C.F.S. . / \��"�a, � �, .;;1 79 Privaq Screen,Typ.S.C.f.S.,See Detail X,Sheet L6.X �/ � �� Outdoor Seating Furniture Group,Type X,Typ.S.G.f.S. �• � ~\ i '� � � Outdoor Dining Furniture Group,Type X,Typ.S.GF.S. .�'.. ~�..� � Trellis,Typ.S.C.F.S.See Detail X,Sheet L6.X �� '��-� � Pet Area Fence d�Gate,Typ.S.C.F.S.,See Detail X,Sheet L6.X , t''. ` , '� � Pet Area Trash Receptable and Pet Waste Bag Dispenser,S.Cf.S. , �s e��t,,Type 2,s.c.FS. � 8ench,Type 1,Typ.S.C.f.S., �� Water Feature,S.F.C.F.S.See Detail X,Sheet L7.X � � landuape Accent Wall,Typ.S.C.F.S.,See Detail X,Sheet L6.X 2� Trench Drain,Typ.S.C.F.S.5 � Bar Table with Seating,S.C.F.S.,See Detail X,Sheet L6.X � Outdoor BBQ d�Counter,S.C.f.S.,See Detail X Sheet L6.X � � � Bendi,Type 3,S.GF.S.See Detail X,Sheet L6.X „4 �_�� ---f-_. i� �,r� , � ?`�, �y � Concrete Thickened Edge Condition,Typ.See Detail X,Sheet L6.X ; a ,_, . .,i�-- �� . r� --=-i, �,�!�'�F �� Accent Paven Edging Condition,Typ.See Detail X,Sheet L6.X � 1, � 6 �,�,Y: �' � � Stri�g Li9hts.TYP.S.GF.S. o � :r� �_.:. +_� �r; ` : � TivOli lights with Suppott POStS,Typ.S.C.F.S.See Detail X,Sheet L6.X Y j�� .� -�..�li ��.�►.� ; � Uplights.ryP.,s.cFS. i 1�{ ' ^ '. \ I � Accessibk Ramp s�d Railing,Typ.5ee Detail X,Sheet L6.X r�'T^L..� '��\�'�'�__ �,.,��• � � �� Y � � ?9 landscape Wall,TYpe 2.Typ.S.C.F.S.,See Detail X,Sheet L6.X j f� �j _}� t0 , < \ x;. 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'' ��,%��.��i�i✓�!"�r��:. j H / --__ _ __._ o . ____ . �--- -- -. _ __ � _ ;. � � __ �� ,�a ��--r�- `� PROP �� a� � � � � � -i-�- -� --� �- ' —__s I �� -� I - ----- /� ' I -PYR CA ' ' ' . STEVENS CREEK BLVD. 1 Scak:t/16'=t' 0 8 16 32 �, MAIN STREET ' CUPERTINO ; STEVENS CREEK @ FINCH � CUPERTINO,CA ASA ' SUBMITTAL I � MAIN STREET CUPERTINO AGGREGATOR,LLC ;203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 i il ; i ; �- ------------- ,{F NN E t M ROf]R IQiiE S • ��i I M'-H� INI:. ��3 N o�1� W'1�f m�n N o�0. 5 u 1 t• ]0 0 Meur:teln Y�� . C 11 8 6 0 9 6 S.0�0 0 !CtlM9UlTA/�T ■THE GUZZARDO PARTNERSHIP iNC. l�ndsnpe Atchitecb• land ilanners 1!1 Greenwich StreK San if�MlscO,U 9�i 11 7 I7 S�33 4672 , F 415�33 5003 CMEp(mBV GL,AIB � L/'11�1 11\V 1 L/1�\ L-4.6 � O 2(1'13 KENNETIi ROORK'�UESt PARTIiERS,MC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTiNO AGGREGATOR,LLC 203 REOWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E M N E T N R O D R I G U c S 6 f P F T N E R 5 .N C ��5 N or�n W��i�man Reaa S�it• 300 M c��n t a�n V i e• C A 6 5 0 5 5 5 C 7 0 0 CONSULTMIT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• land Mannen 181 Weernvich Strtet S��Na�c;uo,CAl411/ T 415 t3i K72 F 41 S 43)5003 � =�_ �II� �'�� , ;� �� ; ;� „ .� -. ��. , � . • . ,; �., � . . ..:��.�.»�„_.�..r.. :� ,,�� ..��..�.. � !::_ ,_�_�1 :.;�.: _ -------.. � RE�'ISION `P�1D 5 C A pE4 ��4��_�3�m��.yp q`� / W ',�� n•1 � +w..� •� ,.rj, a1�8.14 �Q � 9rF�F CA��F�P Pko,,ecr No. 22.559 DATE 0�.08.2��4 �r�wH er AIB scKe as shown c�c�osv GL,AIB PLANTING PLAN L-4.7 O2013 KENNETH RODRIGUES a PIIRTNERS.M1C • ME , � / � � , �M /�� _�� /..,. 6 -FRA AM / �,k ��`�C�P qR,��q Y ��., '�(�� .r � � `s,�� \�'��1 ! v �--. `��..1 c / �� MF �. � � / � � �� ,' / v�� `� `I♦ � ♦` / � `f �`�.� VALLCO pqR • • � � AME I I B �Y �--XJ( 1 , •� „t,�, �,...,,,r�� `+ � �� •��,,..__ �. I �� r � � � � =�,�� , 1� _ �m... � + � 1 . % e ' I a e r Srak:1/t6•:t. 0 E 76 32 North . �_ � _+__ j .-_ _ _ _ � � ` �/ ? _�Qe e� �♦` yi � c � � �c� ��` �� ` � \ , ` � i �p ` � � � ^� � � �� ♦ � v � i � A �c ' � , LC ARC ----------.-- �` / 9 p R'vV ` � � ARC �. �� ; �` j .. � � ^ `�LCI ► � � I �/ y '� i ' � ; � ARC ` I ' 1 -QUE AGR � / 6 8 X �� I ' i i ' � � 1 -QUE AGR � c ox / SLB C ' RS C ,� � MAIN STREET F� FR''oo � CUPERTINO FF ��STF�MA STEVENS CREEK @ FINCH q<<�,oARo�F CUPERTINO,CA "� ;� .. ��R��'Lq F�TA ASA , , }" y �tiSF �' \ . o � �� SUBMITTAL A 18 O�q W ��0� MAIN STREET CUPERTINO / AGGREGATOR,LLC � / �/I �T/NC 203 R R DWOOD COITYSCA 065 E 200 l 1 -FRA AME ___. 24— B'�— � � �' M �. 0 ►\� P A r � i � / �� . ' C�� / � ��.V.r�.� ' � �`. . .. . �� f+ { . ' � / . .r � • �+ �+ 1\ � �-.,�. �nv _ ,��-. ��r � � .. .. . .+a`. ... 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' ICSI �°_ � �1 c �s/}---- �g � MATCHLINE L-4.2 � { � � � � � � � .� �` c�� —' -� ' ♦� "r��, � � � � ;�/e.,�.,u�iu• 9YMR�TP9 I � � �-� 1 iiii��iii�ii I � RS ,<;- ' ` � 2 -QUE LOB � —` ^ 4 x I �� , o � I�-- ��_--� � � � �I � �� _�----� i I i' 11 � 4k!1MEtN ROONIDUiS i �ARfN%R9 INC ��S N O r t� W n i�m�n N 01 0. B�i 1• ]C 6 � ' V o.�n.�in Y��W . C.� 8 6 0 9 6 5.0��0 �iF � ' C(MfSULTMT ' THE \\ � � GUZZARDO ■ '� ♦i)�� ,J � �^ 3 1J c PY CDI � -PL L allo �` PARTNERSHIP iNC. ��na��,e,rcn�n�• �aa�� 181 Greem�vkh SVeet sa�Fr.�aao,u 9n�� T�15�33 467i F 115<33 5003 � �� «'% �.� „ �;. � --_�'�� f�'.;' . �':, � ., ;: �` t ...1'.—��,.,�,_..,.—. � � � ��+YMMM/t . _�_i , ' .;! I ( .►ir�. J RCVISION �rpDSCAPE� ?y�0 `'�m o rt No�CS� W O '',.+/'� � ;� �� •s�,9lE di7�f�ia F P��e. Of CA�� PitO.ICCT NO. ??.SS9 DATE 01.08.2D14 �w«wriev AIB scxe as sflown c�caceonr GL,AIB PLANTING PLAN L-4.8 O2013 KENkETN RODRIGUES 6 PARThER6,MC. / � � � . / � � � / / / � f� ..� ��1..�.� � n oil�� o� b � 8 n � __. _._ -- —-- —__ ---� � / \ � � �FF . ��r�_ . � � � ♦ �'�To y� � � � . � � ;f � � o _ �.� F , �) \ � ,�<<�p F�SrF, � ,.. , \ \ ' \p'9R� �A'QQ " � �,� . � ♦ �\ �'l�q y LFM , • �...-.r '�\ c .� Fi�j.A ' �, , �.. � \ � � �� 9,�SF � o ;. o � .., ��.� /.. 65 7 —FRA AME ` R/J,�F � f � � ��".. � �\� \X \� O/'9/�,0 ,' e �. � ' � � Q �a � '�'C� \ � ` . �'qtij.� � ..� � � \ E, � '~� �, � � � � � � � ..,� G � � -- � �.�'�. � �` `'' � /j � � �;��.: ... �� O �� , �� I �T � �` \ r� ;�ti NMF \"w\` I � � � � }�� 3 �• � � — ' �'y L ._ /' � N� C I . �� ^`) \ 'r. \ \ ' ��( ��M1 �:. 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't� � .�' S 5 /�'`% � ' . ..> � , �, � , �,�..e� �, _ ,, � . i= . � � �� - /��.� �.,n �` �� f� `�♦ � �------� � Q' , � � _ i 1 �� r--___—� --- - -_____ -- � ''�a� i��►�: ------- ----------_ � - �-+-- / i ��'~ — ---_._._,..,._ ' ___ ' I ' &� � � � L J � - �i ---- �-�———-� � ,� �-�� lIi �-t�tpt�; r S�;-�r�r 1 I� I'� �I � �I I w - 'f a 1 — — — ' � � � ' MATCHLINE SEE LEFT � �i � � ' I ' i r � � � � � � �� ' .. .. i � ' i �� ' I N 's i ;_. � I �I J YOl s � ' j I , , ��/ � ' i ' W ' � ' Z __ � � � � ' � HOTEL =� � � � � � ; 2 -P�, �o� SCOPE � I � � � � 2 i 1 ollon � � i�� , o � � I I ' � � � � C f F-- � � ' I ' Q i � typ. for 3 pots _ � ; � — � o; ' f , �' I � I � i� ' � _ � _ . I � � � w�r- 11� � �.� � ��.� � � ��.� � � i typ. for 4 pots � • - MArt�HU�IE L-4.5 ' � � � � � � � � � �■ � � � � � < MATCHLINE SEE RIGHT Scale:i/16':t' 0 8 16 32 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N fl E T M F 0 D R i G U E 5 6 P A R i N E R S �.N G �1 5 N o r t� W�i�m a n R o s 0 5 u i�• 2 0 0 M c u n 1 a�n V��• C A S 5 0.5 5 5 C]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. landuape Architects• Land Plamxrs 181 GrNrnvich Str�tt San Fr�nduo,Ul4111 T I/51)3 K72 :41 S 43)5003 � �II� � �, �/ �,,;' ��@. ` ' \ �._��: .� _ ;��'� ' �` - —_• ��A�. ��,�.,.,,_,�... �11��.�M�1��. I�'` ', J�� YIYi .._. .__-- __ -------= RE�'140N `PN95CAPFq 4,� �a�m o v '�C` �`' °. N°.�y� � ",•; �� •.r�, o'i d"ei'a �� 4lF OF C��E�P PROJcCT NC. 22.�jS9 DATE 01.06.2014 ow�wHSr AIB scue es shown cHecxensv GL,AIB PLANTING PLAN L-4.9 O201's KENNETH RODRIGt1E5 S PARTNERS,MC. ■ � � � P6 OFFICE 2 t �� c� U � �� - I � �I � c Rs I 'R ; _ MATCHLINE L-4.11 \ �� , ;! NEP � — �=J - - - - - - - - - - - � - - - — � - - - — - - - - - - - - - - - - �, _��,.u 89 � Q � � CKf _ �R� Existing � �� `�—� �� __ ` , , #gp _ Evergreen sh Trees 1 -�� - e � � ' � to Remain Typ. �� PD � �--- — �� --- , ��._ , . , ■ � ,� � . �. ,. i '\ �� ` 'y � - ------- ---- � � ' �: � � ' . } ��91 s� � , �.-.t ,� , . . � — --- �� .. - , . 1-,: . . . ,. .,. ,. , , ,. , , , , ,,... . ,.,,., , � . , . : , ., . , ,., . !.. •�� ., _. � - _ � � ._ . .�.� ,._.�.. � , , o o i � o .._.w.. . . _..._. .._ t , . . a � W �;� ` ` y j — LC � � ' � • t ` '� ] � y � O �. ., � �.�. � ,. �..� . ,.,�. y.,.. . „� . I .� �,� . . ��, ,� �. , . �.V ,. . ..�.�, ,...,. � i�� Q _� , , , , �. . . „ � � awn m - - �-.��..• � � M D �,,,�, Q � �o •�� `��' � � RTY LINE ERTY NE ,� � � �.'. �.� � ,� � � � �� .��, W ,� _ � ��O'� ,' . w � ��.. v� _-- __ _ � _ I LL, _ � � � � � , Z ' , LC 16 � W —� MCR �R � c _ ' 10 RS � � � � � Q I STEVENS CREEK BLVD. � _ _�_ _ _�EF�III QF.FISSEIpAP�9�LEMENT PLANS FOR MEDIAN PLANTING _ _ ._ _ _ � _ _ _ Scak:1/16':7' 0 8 16 32 North I ir��i v v � � �� i �UPERTINO �VENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC �EDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N M E T N R O D R'.G U'c 5 a P A R T N E N S !N C. J�5 N o r t� W�i�m a r. q o a a. S u i t e 2 C C THE GUZZARDO PARTNERSHIP inc. Lsndscape Architects• Lind Planntts 1!1 Wffnwich StrNC S�n Fr�neizco,U f{1 t 1 T 11 S 47I 4672 DRAWNBV AIB scxe as shown CMECKEDBY GL,AIB PLANTING PLAN L-4. 10 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 KEMMETN RODR:GUeS 8 PARTNEPS '.NG J 1 5 N e r f� W�i�m�n q o a 0. S u i 1• 2 0 0 M e u n i a i n V i e+ C A 6 S 0 5 5 5.C 7 0 0 CONSULTANT ■THE GUZZARDO PARTNERSHIP iNC. landscape Architects• La�d Planners 181 GreemniU 54M San hanciva CA f4111 TliS 43l K72 F 41 S 43J 5003 � �� II� ` � 7/ ��%. �.: �; �� . ;:,_o ;. � �:� i 0, . � � ,�,.,,._,�.... i ��■/ ,i-��.�Y1��M�'5��i i�Y�i� � REVI51(kl �Pp10 S C A PF4 �~�o`��3vrt�;^.�o qr� � �' �''° n -, . �.r�, di"d"s i i ��r 9TF Of CA��F�P vHO,iecr rw. 22.559 DATE 01.08.2014 ORAYVNBV AIB sc�ue as shown c�a�oer GL,AIB PLANTING PLAN L-4. 11 O2013 KENNETH RODRIGUES d P�RTNERS.M1C. � _ __-- - ---_ _ _ __ _ - ----- ----- ------- __ __ --- __- -- -------------- ----- , 1 � � ., � , __ \ . . f ��"��. . , � . � , _ . , . , '\.` --- .. � — - � _ � � _ i �� : � • ,..� � � ;_� �, •� i. �'� ARC �`� , � RF �, p / � MPF �4-�u �FER T OF ISTE� � / ,. MPR VE1VjE r P `.. � .� ,4 j -, W � - �NS F R MED�q oN . � H � � —_N I , '�,. / , �� co � - - - - - `��,.. �o �. `�r. � ` PARKw _ . �p °�, a �,, I �,+- , ` `- '�- ` ' � / I� NMF � C ' � �` C�I � — c O .,� • �-—� __ 5 -FRA AME nRc a ' o / �' � � ° � � N�� , I � / p r_ � 6 ' AR / / �`' � � � L� '`'� ,`� J . 1 i c � ' � � ` � � _�i \ ` /i / � wa'�. Nnt I�, � '�� I .� _.,�....,-r- `_ �;.; �W a �'R�F: UN � . � .. ... . � -ti..,_ ; � � � ��, �, / � .,,�-.,,,�° • � � . ,. --_. � , ,. ,�_,. ..� � ,- ' ( l I _�_,_,r�,; ��^� .��_, •, " ! � _�.__ r` • •. .:. , . , �, � � '-f h ... .�� "�r� �. ��. -- , �=;T1'"r -�C,.;1 � . . '•��•. ' � i r -� _ - � �J�� \ A , �'�r�.�r � r �r �� ,..� , � -`. � W ' �� -u� �� ,� . i-'� � � �( .r "' � ��. ... ' \,�f ,� �r , �r . .-.= � � v""�.-'-,-�.,-� vi� J,,,. ,,. , . , O . . , . W�:� , , , o - ' � . �w _...,�.. �.... � � � � � � \ Ai_-. ' (\ I, // r J �. 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' ...._.._.-._..-:..:-_,.-.-. __I _ � • � .."l� ( ... _-,,.._-.,.r_,.....--.r.-..-..._--.}.,.{.-.,.r. , �'--�.-r�r^��J---Y��.^^•,�r--r�_,�! ___ ' � •�_-.,�Y�� •- � 4 N ' � � ("'^-�, .,_.� � p� , ' C ...r,..r " .._. �✓ � � ` �� ,< <� � � � ►ACR �.�CR i MC M''F, vCR � \ � AC �� 1� � � � � � �� . � I.I `A� �U RS � , �, N > }S ?%� '� � � I I I I - ; ° ;� S`� �� ' \ � � �.- � -�-,,�. ._, .,, � � `, I ' -� ' » _ _ � , ` � � � I � � � �. - - - - - - - - - - - - - - - - c \I �v ---- ----- c c c ' c ` �---- ^� � � A� � � � � � �� . _ �� " ��' `''��1 �,, � 3 � ;,<,. i�,. � a • � � !� A10 O O ❑ a � � = Sule:1/16.=1' _ 0 E 16 32 North MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E M N E T H P O D R�G J E S 8 F P F T N E R 5 �N G ��5 N o r 1� W� �m�r� R o a a, 5 u i 1� ?0 0 Ma�.nla�n Vie• C� 5 5 0 .�5 C]0 0 CCNSULTANT THE GUZZARDO PARTNERSHIP iNC. tandscape Architects� und Planners 181 6reenwich Strlet San franciuo,Ul4111 T!1 S�37 4f72 f f 15 433 5003 � �� / �: � ■ -�� •. _ � ` ;. �:.�-� _. ��s' � ' ,i ��,��.r �It�i��w�rS�k�:%'t :., ' :Wa1i. � ■� �� --i--= = - ------ - FEvIS�ON `PNDSCAP fq �2`'4,� �a1mc��po.�� . � �� •✓'�. _��1�L��<. 4TF OF CA��F�P vRCVecr no 22.559 ��te 01.08.2014 �w��wu sr AIB sc�ue as shown CHECKEDBY GL,AIB PLANTING PLAN L-4. 1 Z O2013 KENNETN RODRIGUES 8 PARTNERS.NC. .� .,, x ; ,�,. . . . . . .f.,�_,,�/ ��'%� ��y�� . . . . . . :�, �;f # �` ,' /: L`;,'�-'-'�' / . ��/`�._ ��C+•..+f Y• �� / ! � /' �.-F,y��y�. � � f '.,��,�J/\J, :.. :� � � r,�� Q*`�/. I...• I s , , ;.y �.��: �. . . , � ; f, ,� :,�.��-`-�,,� �� , � ,�` '� ,�•:•. �.'•.-.-'\ -�- '1.. . -�..;.1 � � 'ti� - �I HOTEL ,� �6. f��`.'�. / , � . .;. . , �iso.o � ;:�.f: . . <�'�-�'' '•' / 4 -�e Maa �j'�Je�• .• ....:y 3 -BAM ALF � -�� r;o;�. ,z-an►�� t r• ; �' __ � ,� a ` �.`� ._ � � . . i .. �o ---- _ . a . _ �--- �.,� . \. ' ,; �v,�,,- �:� � �.,., ;� �`��. r��.< �� ; . �� r . , ,� � , ,. �� ' `� , �;� .�� i, •`` � • ', ',�_., .`� „�% -c: ,, �r r �.� >.� r,�: �� () .b� 5 . , � . � ..._ _ �••1 rh o�J+i � -r%�� X.,. \ �1 / .�r='a�rN S,,. :�� '.,,� '�E-,, \ �:. �.� �, , \ .>��j� >.\�. � :. ,- r., / E—._._.----� � ' � `/ 7� � ��I. 1 � . ,� � "?,. _ . �c�� i !�k�,\ • �'y. �-� � -- ,� -- �°,z _.. - � f ��R� ? � _ ` .t. '�,�'e.. � �� °� i � � �,��• �t, �� -�t �� :`..�.y::n::;�_..��:-�-.�-��r� �.�_.,,r^�_._v �.�..�.-._.. _:s��.-� _� � � ,,� ___ _ „- ,, _ -, -_ � _, _ . �" ��: --"".....�—__.=.,, . MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REOWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 Il It E N I�E i Y 4.1 il F�!a L E`v � .�R t f:=.H�. M1� .a �o.,n rn .m.� aooe s� �. :oe n.... i.,.., ,... c, e .i. �s �. � r u,. coNSxTnrrT THE GUZZARDO PARTNERSHIP irrc. Landscape Archkects• Land Plannen t 61 Greenwich 5[rett Sa�i:�a�x+sco.G4 94 t t t T A t S d33 467i P 415 433 SOD3 !� �� ; _ � �� -`/' ` •�^� :.�-- ;r � \. -`1 ,.; , __ , � �� . �.__ ___�. ..�� ..,.w,�+. �: '��-r�� iM�M�� _u . ... ,_� ' -_ ____..J RF`J�SIQY �PpOSCApE q9 ��O .,�r m o n yn �'S ? � W `�✓ '� U r.,, J � •,rr t2 t�1'� �P• \``oF,»„CA`�F°�a PROJFCTNO 22.rjrj9 DATE �2.��.20�3 oanwraer 141B scKe 85 ShOwf1 c�c�er GL.AIB PLANTING PLAN-(HOTEL) Scale.i'_20'-0' � �■ � J 0 10 20 40 NOrth `(;' :K'?KENNE'H ROpRIGUE$8 PARiNER$,INC `: � `v -�- NOTE: SEE CIVIL DRAWINGS for Vehicular Povement Walkway Section 3/16" �de by 1-1/4� Deep Score Joint ot 7'-0� o.c. max. or os shown on Drowings 6"x6� �10/#10 W.W.M. Center in Pour. Exponsion Joint. For Natural Grey Concrete use 1/2" �de Fiberous Asphaltic material For Integroi Color Concrete use 1/2"Homex, Non-Asphaltic Joint w/Polysulfide Bead over. Color to Match odjacent pedestrian concrete poving. Homex by Homosote, Trenton, N.J. 1'-6� � 609.883.3300. All Joints to occur at 20�-0" o.c. mox., at Moteriat Interfaces, and os shown on Drawings _ �, Concrete Poving. See Layout Plons and Color and Finish Schedule for finishes ond colors. Aggregate Base Compocted to ot least 95R i �'_�� ,�= , i per Geo-technical Report(2012) __i i_,=i=, � �—;;;--;;; Compacted Sub-Grade and Base to at least I � 909.'per Geo-tech�ical Report(2012) rovide�4 Dowel ot all Cold Joists, typ,30'o.c. � Pedestrian Concrete Pavin Scale:1'=1'-0' N01E: SEE CIVIL DRANANGS for Vehicular Povement Walkway Section See Plons for Adjacent Conditions Permoloc Accent Poving Edging. Interlocking Unit Pavers. See Color and Finish Schedule for Paver Specificotions (2)�4 Rebar,Cont. Centered in Pour as Shown. Use(1) �4 Rebar if Band wdth less Than 12". Concrete Band. See Color and�nish Schedule. Provide Expansion Joints at material or structural interface ond . ; ;,; ;, ,. -- 'ir Score Joints as shown on plans and details , '` � �� o o ��; �j For Natural Grey Concrete use 1/2"�de Fiberous �� .. �� Asphaltic Material. For Integral Color Concrete use -F'c . �c o � ��i%%�''� ,;i �� ,� `c,,� ( � o� � ,� �{��` '� 1/2" Homex, Non-Asphaltic Joint w/Polysulfide ��<��-1I— � ��-1� � �—I' f�i i� i 'I .�� Beod over. Color to match ad'pcent Paving. /,��/j�//�ir '' �i ' '! 'I jj' � I��1) ��I � ; Homex by Homasote, Trenton, NJ 609.883.3300 � �i\ \ � u ��_�„��, :� ��„f�„ � _� ; i.;� _,,./; � � � Mirofi Filter Fobric, �140N, Continuous. Install per Mfr's Compacted Sub-Grade o Specifications. Turn Up Edges ot Concrete Bonds. Base to at least 95X per Sand Setting Bed. 1� Max. Depth of Ploster Geo-technical Report(2012) or Mortar Sond. Do Not Use Concrete Sand. � Pedestrian Accent Paving On Grade L Scale:1"=1'-0" Planting 8ed 2 Permalx DG Aggreqate Edging L6.2 Ad'pcent Poving. See Loyout Plon for condition — Decomposed Granite Paving. Install and eompact in(2)two inch lifts. Compact to 857G relative a compoction. Use 3/8"minus quorry fines. Mix � � . quarry fines with'Stabilizer'organic binder. Apply per manufacturer's specifications. S.C.F.S. ^� .'T, �— �I _�- Submit eample for review �—�f i ; �I':i� ! ,','j� �� I f i_; prior to installation. Mirofi �140N F1ter Fobric. Turn up ot edges. Instoll per Manufocturer's Specifications Compocted Sub-Grade and Base to at leost 95X per Geo-technical Report(2012) 3 Pedestrian Decom osed Granite Pavin Scale:1'=1'-0' 4 Pedestrian Gravel Pavin Scale:1'=1'-0' Plonting Bed Permatx DG Aggregate Edging. Pedestrian Gravd Poving. Install and eompact tn(2)two Inch Itfts. Compoct to 85R relattve compoction. See Color and Finish Schedule for material specificotion. Submit somple to Londscape Architect for review prior to instollotion Adjacent Paving. See Layout Ptan for condition Mirofi/140N Filter Fabric. Turn up ot edges. Install per Monufocturer's Specifications Compacted Sub-Grade and Base to at leost 95�per Geo-technical Report (2012) . ' __ L_ -_____I_ __ Pedestrian Accent Pover,Type 1 color: ,�60/4 PAVERS Pedestrion Accent Pavu,Type 1 color. /180/4 PAVERS Pedestrian Accent Pover,Type 1 cdor: /92/FULL BAND Pedeatrian Accent Paver,Type 1 color: /83/4 PAVERS _ _ .._.. _.. - � _ __[ I l-� NOTE: Running Bond Poving Pottern. 4 paver module to provide to provide linear paver effxt. Provide site mock-up before Pedestrian Paver T e 1 Pattern `�'`°��°t`°". 5 Not to Scale Joist Stone w/Permeoble Opening— wlson Quarry, 1/4" x �10 Drain Rock by Graniterock; 831.768.2000 Pedestrian �ccent Paving �Permeoble avers) ype 1 ond 2, S.C.F.S., Typ. Mirofi Filterweove 500 Permeable Filer Fabric, Typ. 4'Droin Pipe. Wrop ends with filter fobric S.C.D. for Pipe elevotions ond connections. Adjocent Concrete Poving, S.C.F.S. At Interface w/Povers. Concrete deeped Footing Edqe; ; _'�o� �c _. , _. ao E � — —, — .�-� � + � .._.. __ ,. ... _.._ ._._ .. ... _ . • , ' � ' `v • (' - - �. �� , . � - .. , , O�' N � T �l r��:��T`��f� �✓ �"i7� t0 , . � _ \ " , ' .% ,.,. � ' .' . � . �� - _ . ` �c ^ , . ,i-„_ c'„ \c; ;^ � ;�� :_ ---- , -� „�. � - ot',,,�; '• • �--..--... . � 6• � _�•._._.,r_ ilson Quorry, 3/4" Cleon 6'of Class 2 Aggregote Bose Crushed Drain Rock, compacted to 90X. compacted to 95x. by Graniterock, 831.768.2000 Compacted Sub-Grade and Sett'ny Bed Base to at least 959:per 1 1 2 of�Ison Quarry, Geo-technical Report (2012) 3/' x�4 C�eon Crushed Droin Rock compacted to 90x; by Groniterock, 831.768.2000 6 Permeable Unit Pavers and Concrete Paving Scale:1'=1'-0' � �2.��. see loyout plan j------ --- i i , .;o i a 'o o {., 1'-6' Concrete Band 7 Scale 1'=1-0' 0 �lonting Areo —Concrete Bond with(2)�4 Rebor continuous os shown. See Layout Plon and C.F.S. for integral color and location. Tool edges with 1/4'rodius. Rebor to be 3'min. from edge of band.; Conerete Type 2, S.C.F.S. —�xpansion Joint. For Nourol Grey concrete use 1/2" wide Fiberous Asphaltic material. For Integral Cdor concrete use 1/2"Homex Non-Asphaltic Joint with Polysulfide bead over. Color to match ad'pcent pedestrian eonerete paving. Jotnts to oeeur at 20'o.e. max. —Adjocent Concrete Poving,Type 1,S.C.F.S./Plonting/or Pavers. See Layout P�an for conditions. v �_- - iubgrade compacted to ot least 95X or per ;eotechnicol Report. Compacted Aggregote Bose to ot leost 95X per Geo-technicol Report(2012) Provide p4 Dowel at oll Cold Joists, typ, 30'o.c. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 l P�R T N E R 5 I N G. ��s r+e r�n wnism.n Roaa, s u i�• x o0 M o�n t a i n V I a w . C� 6 5 0.9 8 5.0 1 0 0 CONSUITANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich SVeet San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 .,,. -- ,,, �II� � �� .. .. I ; .�' �.�� I:r '�Y�._ � i �..�I—°�wr�_�r�r..... �� ..��nr.t � ■� ��,. �L_— _��' iW�M�i.. _—= °-- J REVISION �PNDSCAPFq v7'~�o o�ay m��No✓9r'' � �, � •� _ n ;i .�T � \P. 9lF OF CA�\F�� PROJECTNO. 22.rjrj9 DATE ��.08.20�4 oruwrrsv AIB SCALE as shown CHECKED BV GL,AIB CONSTRUCTION DETAILS L-6. 1 O2013 KENNETH RODRIGUES d PARTNERS.INC. PavCR�y�)t n�h ent'. ,,'.��,\; t sr� Grade a e ��! n; �?��1' - ' ,....,--�---�r-- " i� . '�,�'� i;" , oil Finish Grade below Pavement. ulch�II finish flu: � PoJement Finish Grade. T of Sod Soll/Finfsh w�Pavement Finish Grade. epth of Sod Soll. See Monufacturer's � Specificotions. -__",�. inish Grade of Amended > c„�i GROUND COVER-PAVING IAWN-PAVING PAVING AREA-CURB � Fine Gradin @ Pavin Ed es Scale:3/4'=1'-0' ARCHITECT NOTE:CHECK OFF APPLICABLE 51ZE&:INISH OESIREO SIZE: '!a'X 3'/r'13.2 MM r 89 MM) 0.060'(1.52 MM)THICK W/0.200'(5.(IB MM)EXPOSED TOV UP +J��'X 3'/z'(4.8 MM K 6911iM) 0.076'(1.93 MM)THKK W/0.100"{4b3 MM)EXPOSED TOP UP fINiSH LEGEND: (MF)MILL F tl�SH-NATURAL AW NlN�1M BL)BLACK DUFAFIEx{LECTpOSTATKALLY AVPL�D BAKEOON PAINT,MEETS MMA 2603 NOTES: �, INSTALI PER MANUfACTUREiCS 'INSTALUTION GIIIDEtIiiES' 1 8'-0'(2.44 M)SECT101i5 TO MICLUDE(31 12"(305 MM) ALUMiNUM STAKES. 16'�0'(4,88 M)SECT10N5 TO 3. INCLUDE(8)12't305 MM) ALUMINUM STAKES. CORNERS:NOTCH BASE ONLY 4. AND FORM CONTINUOUSCORtiER. PERMALOC PERMASTPoPAS MANUFACTUf�D BY 5, PERNIALOC CORPORATION, HOl1AND MI. (B00)356-9660, 1616)399-%00 CONTRACTOR'S IMOTE: 6 fORPRODIKTANO PURCHASING INfORMAT10N VISfT:WWVY.PERMAIOC.COM �, r,PE MASTRIP �.��,,.»,,��,..«.�.. PERMI{LOC PERMASTRI ALUMINUMEDGMK TOP OF EDGtNG TO 8E AAAXIMUM OF�1:t6.4P ABOVE StKtiALE MATEI COMPACT GRADES AD. TO EDG�1G TO AVO� SETTLING 3'/z(89MM! OECOMPOSED GRANIT HORIZONTALBASf FOf EX1RA WGIOtTY 72'(305MM)ALUMMJU STAKES 70 LOCK INTO PNEFORMEO 100P5 01 EDGING Z Perma loc DG A re ate Ed i n xale:not to uale "urb at Parking/ �rive Aisle; S.C.D. 85X Relative Compaction of Planter Soil,Typ. i�'�� " ��r t� �. � ' ~/ t� CONNEGTOR STAKES - ISOMETRIC VIE1N NTS Fin(sh Grade,Ground Finfshed Cover Planting Areos ��e Factwy Turt 111=1i1=111 111=111=111=111= Cut Thermd Arec 111=111= II°III=111=111-III Ezpansion 1=111=111= 11=111=111=111= ��P�'�t Z iTr-m-iTi i = �co,cui�ni:ea s��-� 111=111=111= 111= Steel Hair m, Chart 111=111 11= P Fa III��I lu See Chort for�dth � 111= Bend-A-Boor p III 11= Plostic Header 111= III -111=111=111 111=111=111=111= =111=111= 800rd See Chart 111=111=11�1=111=111=11�111 =III= For Sfzea =111=111=III 111=III=111°III SECTION II I-NI Plastic Stake = 111= O 3�O.C.Mox.Use 7� III��j�lll Ploted Deck Screws Galvinized II 1=1tl For Attachment Steel Hairpin, =111-111= +� s�cna�c =m= For Wtdth ��p,p�NT DETAII See Chart for Max.Crown Len th See Chart For Maxlmum NOTES: Rodiva 1,Cdor Optione Brown(Stock Item) 2.Inetolation Tips See Chart for Max.Crown Height T�s Coone Wood Working ELEVATION-CROWN DIMENSIONS PLAN For Cutting and Drllinq -Use Plated Screwa w Ring BEND-A-BOARD CHART Shank Nola to.bin Board�. -Allow for Thermol Expansion MAXIMuM MAXIMUM RECOMMENDE gU ,p�NT The Slip by Leaving Gape in HDR.ACTUAL RADIUS CROWN GAP AT SLIP HAPRPIN Johte or at the End SRE DIMENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS af the Run. z.s a�/z'.��/r.20' x' ie•/m Vz'-s/s• �i/t�o.�a' -Do Not Screw Through Slip Joint. Monufoctured By. Epie Plastics 1880 Carden Tract Rd.,Richmond,CA 94801 PH�(510)235-9339 http:/%www.epicplastics.com 3 Rec cled Header Not to Scale ARCHRECT NOTE:CMfCK OfF AP9lKABlE S12E&FMI�SH�5lRfD: $IZE: �N 8'(2.44M)LENGTMS 066"X 17='(1 66MM X 44.6Mf� w/0.070" (�.T9MMjTOP�lP 0 MF�Bl .076"X t'!='(1.90MM X 44.SMNq w/O.OBO" (2.03MM}TOP LN' ❑Mf�Bt FINlSH LEGEND: (MF)M0.l fINISH-NATURAI ALUMIN�M MEETS i��s: 1. IN5IALLPER MANUFACTURERi "W STALLATIQN GUIDELINES' 2, CONNECTION BEIWEEN SECTIONS i0 UTIUZE MANUFACTURERS'QUICK CL� CONNfCTOR SYSTEM. ;, COItNERS:NOTCH 80.SE ONIY ANO FORM A CONTINUOUS CORNER 1. PERMALOC BRICK BIOCK AS MANUFACTURED BY PEltMALOC CORPORATION. HOLLAND MI. (800)356-9660. (616)399�9600 5. CONTRA[fOR'S NOTE: FOR VROOUCT AND PURCHAS�NG INfORMATION VI51T:YVWW.PERMALOC.COM �Block ,Der+"nawc ,�i�� r��,��`s,��•Y��'. �; �};�'�v,` ?i.�,y-�F �s:;i �A��y��`�..� '"'�n s'' �'''•:,. ,>, .� `�`y,;, ~M; `� ;� PERWLLOC BRICK BL061� AIVMMUM PAYER RES�'ftllNli ,...�.. �,: � � SETTING CWRSE COMPAR BASECWRSE EXTENDW66'(152M�p BEYONO RE57AAR/T. � we�w�of ,,;,,: 3/!'X 10'(95MM X 25�A�S�IiA4 STffI SPIKE AT 12'(305M��rt1X'w� OR 4'(102AAM)O.G M6i. � Permaloc Accent Paving Edging � scale:not to xale MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 3 � P�R T N E R 3 I N C. ��5 N o r t� W h i s m a n R o�E, 5 u i 1 a 2 0 0 M o u n 1 a i n V i�.. . C A 6 5 0 .9 8 5 0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndscape Architects• Land Plannen 181 Greenwich Street San P�ancisco,CA 9at 11 T 415 433 4672 F 47 5 433 5003 _�, �II� �/\-,�, . „ _�� ,'�� . �� - 1 -� , j 'r . � ..�.��,�._........ -_� 'I�-'f-- -- _�•Yi.y�r�-�--_J , I�• �� REVISION �PNDSCAPfq �.,� `aY m°^p 9C' �..2�' �� °•�.�y�.� v � � n . -'' '-w-i. •.r�, o"i"b�ia ��Q• �lF OF Cp��FOP PROJECTNO. �IZ..S�J9 DATE O�.OS.ZO�4 ownwra ev AIB scue as shown CHECKEDBV GL,AIB CONSTRUCTION DETAILS L-6.2 O2013 KENNETN RODRIGUES 8 PARTNERS,INC. ` Typicol on enda ond bock. Bench. Anchor bench to concrete pad per manufoc- turer'e specifications and aa noted in Color and Finish Schedule. See Color ond Finieh Schedule. Edge of Concrete poving.See Layout Plans for adjacent condltions. Exponsion Joint at interfoce with od'pcent concrete Pedestrian Concrete Paving.Color ond Finish to motch adjecent concrete paving. Compaeted Subgrade ond Aggregote Base per Geotechnical Report � Bench on Concrete Pad Not to Scale Up-Light w/stake,S.C.F.S.,Typ. Planter,S.C.F.S.,Typ. Provide Irrigation ond Droin penetrotion opening. Center in Planter Bottom. Commercial Grade Potting Soil Irrigation Lateral to Enter Pot Through opening. Geotech Drainage Board,2'Thlck,attached to Planter walls. Cover with Mirafi 140N Filter Fabric,continuous from bottom. See Planting notes. Pedestrian Conerote Paving,S.C.F.S. Slope Concrete cover�d by Planter at 2X toward droin cut-out Electricol Conduit Connection,S.E.D. 3'Diometer PVC Droin Pipe,Cut Flush with top ot Paving. r—Droin Pipe -'I �1—I i, �'f�_!1 'I'='I I Sched.40 �� I=I ;�—� ;� �I ',� � t/2'Pvc r. ,;�;;�.�~ I' � I 'If i,_3I �I'= i I:---- � . �� -. I� ��1=( '�,1-1 ��!I I� �� - 1_� I il� I� �I 13, I l-- � , ,�(—(� :�—f� ;j I i ,i j � , onform to Irrigation '�_�E I�— ! I— � N; s�,ppiy Ro�,t��y. "',�_��=;� 90PVC elbow � See Irri9otio�Plons. 3�4"D�ameter,Gushed C eon Droin Rock �� : Wropped In Mirafl 140N CONDITION 1 coNOrnori 2 F1ter Fabric a�d Sealer. Connect to Connect through � � Storm Droin. Curb or Weep CONDITION 3 S.C.D. Hole in Ret.Wall. Connect to Grovel Pit Planter on Concrete Pavin in neorest Planting Bed. 2 scale:3/4'=1' m c d o mca ', u� � o,, o m� �y� �o ' � ' N�,��'�,_�'�.I 'ic--- 24�or See Loyout Plans �---- _____ , ,�r��' — _�I Adjacent Condition. See Layout Plans. Chamfer(1/2"045') all exposed edges except reveols. Planter Backfill Mix. See Plonting Notes. Hold soil surface 2�below top of woll. Poured in Ploce Concrete Seat Wall w/�4 Rebar 012' o.c. both woys os Shown. S.C.F.S. Concrete to be type 1. See Color ond Finish Schedule. Light. S.C.F.S. See Layout Plon for locations. Exponsion Joint Waterproofing and Protection Board. Extend to Top of Plonter Wall. Fj�ter Fabric. Wrap Fobric Up Wolls to 1 Below Top of Soil. 4"Dia. Perforoted Droin Line, Wrap w/Filter Fobric. Connect to Storm Drain System. S.C.D. Compacted Sub-Grade and Base to ot leost 95�per Geo-technical Report (2012) X 0 a a Q� X � a Q � i Metal Guordrail or Wood Fence, post imbed in wall. See loy�out plon for locations. Adjacent Paving. See Layout Plons. Top chomfered 1/2" at 45' Single Metol Wall(Sheet Veneer), Type 4, S.C.F.S. anchored to Concrete Wall. (O Accent Plaza Woll 2) Plonter Backfill Mix. See Planting Notes. Hold soil surfoce 2" below top of wall. Polished ond Seoled Concrete Plonter/ Retaining Wall w/�4 Rebar O 16" o.c. both woys. Tie into footing os shown. Concrete to be Type 2. See Color and Fnish Schedule. Waterproofing and Protection Board. Extend to Top of Planter Wall. F�ter Fabric. Wrap Fobric Up Walis to 1 Below Top of Soil �� `„�' 4" Dia. Perforoted Drain Line, Wrop w/Filter (i_—i I 1�;-_I;I Fabria Connect to Storm Drai� S tem. S.C.D. �- ;t +:_i ._, ��`� �� ;i� �'. �� ^ , Concrete Footing w/#4 Rebar�16" o.c. both �' ..fi( .i_� ,.r. -- �c� �„i �" woys as shown. ''�_ ��'��- .. ` '%\i; i �� , Compacted Aggregote Bose to at least 959.per ' �I - ...� ;�j,,,- Geo-technical Report(2012) �:�� ,{r'—'a��`�i '��_�i�`�= Compacted Sub-Grode ond Base to at least 90� 3" Typ —+i i I.-=i i— —. ��" per Geo-technicol Report(2012) per 6 P�a�s ��~ Note: Detail to be reviewed by Structurol Engineer 4 Concrete Planter/ Retainin Wall P��to Construction. Scale:l'=1'-0' L � p � � � � � ��>� �Note: Twinkle lights to be strung within outer 1/3 of canopy _,�- =o. `� � See Electricol Drawinqs for component ;�� specifications String Lights on ascending bronches,loosely looped oround bronch. Provide loose fitting Nylon Snap-Tie connection in conopy ond ot ends. Loose fitting nyion Upper Tree Collor oround 1st set of radial branches. Attach to bronches w/loose tie. Loop light string to collar,ottach w/loose tie. 3/4"0 x 10'Bamboo Stoke w/loose Nyion Straps. LED Tividi Twilights Strond.100'long,loose installotion. Wrap loose oround metol rtng,up the trunk trough Upper Tree Collar to leoding bronches.Use balonce to wrap the tree bronches in an informol arcongment of lights oround the conopy perimeter. Provide somple in field for approval. Tree Planting,See Detail 1 /L-1.4, Typ. Plant Strip, Tree Well or Tree Grate. Twinkle Light Junction Box.; Class II Transformer w/multiple outputs by Tivioli. Electricol Trench NOTE: Lights have to be restrung on reqular basis in order to loosely fit to growing tree. 5 Strand Li hts Scale:l/4•-,-0� g 3 Concrete Seat Wall �Landscape Boulder Scale:1'=1'-0' V Scale:1R"=1'-0' Adjacent Lown or Plonting. See Layout ond Planting Plan for Condition Landscope 8oulders. See Color and Finish Schedule Ad'pcent Paving. See Loyout Plan for Condition Sand Base Compacted Sub-Grade ond 8ose to ot least 95X per Geo-technicol Report (2012) MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 il N E N N E T M fi O D ft I G U E 5 8 F A R T N E R S 1 N C. 1�5 N o�1� W�i�m a n R o�E, 3 u I t e I 0 0 M o u n t�1 n V I�w . C A 6 5 0.9 6 5.0 7 0 U CONSULTANT THE GUZZARDO PARTNERSHIP uvc. Landscape Architects• Land Planners 181 Greenwich SVeet San francitto,CA 94111 T 41 S 433 4672 F 415 433 5003 -,,�, �0� �� „ �j \� _� :��, �� -•• . , � ;��;r , �� _-=. . � � �..��,.,,._........ ��II t�Y��M��E �, w �� ■� I�,�� I I_ w��M�■ � -_- !•____.—-- _ _ -_J REVISIqJ �PNDSCAPFq �S'�,��.aYmon,yo'p�f � ; �,_. � � � � � ,. sT ��Q 9lF OF CA��E�P PROJECTNO. Z�L,S�J9 DATE ��.08.20�4 ow�wriev AIB scn�e as shown CHECKEDBY GL�AIB CONSTRUCTION DETAILS L-6.3 O2013 KENNETN RODRIGUES 3 PARTNERS,INC. _, _2�-8- ; i`8•�`�,-4�,!'a~i' , i ,E—ic---�-�c-- �I N� I� � I � � I I ', -�� ' - I ��.�.I I' i i ,; i�i ''�� I � i 'k--------= I ;� N 0p, e ' I � I void I il li I I Metal Cover. Attach to CMU w/Wall Mount Spacers ond Buttons; instoll per manufacturer's. specificotion. Keep 4"gap min. CMU Block Walls. 8x8x16 blocks with �4 rebar O 16" o.c. verticol and horizontal. Double Metal Sheet Wall, S.C.F.S., Typ. Tempered Glass Screening mounted to Heorth Walls(8oth sides)w/Wall Mount Spacers w/Buttons; instoll per monufocturer's. specification. Keep 3" gap min. - ----- Firestones for Gas Fireplace, S.C.F.S.,Typ. Metol Grate mounted to CMU walls w/L-brackets. 8�x120� Vent Opening w/Metal Mesh Cover attached to CMU wall. Both sides, Typ. � CMU Walls with #4 rebor 12"o.c. both ways. Tie CMU block wall into footing. , i �----�edestrion Poving. See Layout Plon for Type. �' --Tlame emitter and Gas connection, S.C.F.S., S.M.D. r,_-Z,-J-;�---�i-�,--, I T I I T I __ Concrete Footing with �4 rebar 12' o.c. both ways. � � � � � � � I � � � � L--�---�---Z--�--� 4--_ Note: 1. Detail to be reviewed by Structurol Engineer prior to Construction. 2. Controctor to supply full shop drawings prior Double-Sided Fire lace Section to tnstallatlon. � p � Scale:l/2'=1' ;teel catenary cable. manufocturer s instructions. Luminaire. S.C.F.S. mfr's specifications. iurnbuckle and 1/S" Stoinless Steel d to be connected 600 W Transformer. �ck in power supply cord. und steel tapered pole w/pole cap contemporary style deco oluminum split base >5�diom. GR55 anchor bdts. Netol Corporotion; S.C.F.S. 'aving /Planting. See Layout Plan for conditions. \�,��,j`��/,�` a� -,i"'�, _� ' 1' diam. concrete pier w/4-�4 vertical and :\�;,%j�%\; �•' ��;_I-I I '_� i DG olnd ope to dron�dCo c ete sVteng helat �.. \��'�� ; �� 28 days to be 2500 psi min. i\'•�,�;� '�%;�/i`.''�' � ,!i—1 �i i/,�:%./ �� ' ' � ,�\, \�,,•�\\�//\ � . � _�-, E '/ %�;� /-/%'% I�� JI'_�E io i Concrete Footing Detoil to be reviewed by :�.�i . �/��;�. �`/; •�;/\/`�;;�`. a .�� ', I Structurol Engineer prior to constrcution. �! /'�. .�'"/•.'�'J I "-1� � �� '�' '��.,.,. ij; --•;,-.��,�- ��%:/\,�>.� e � � �; �. T.—� _�,—�' Sub-grade per Geotechnical Report. Z Sus ended �i ht Pole C c design /text tbd. PLAN t' Typ. �< i �� -,��fi � �- � �f`� � 1�x4'Bronze Peg Frome. -�- , e'i - --� 1/4"0 x 3'L Bronze Peg(to onchor frome) keep 6" from corners, 12"O.C. � oncrete butt-tight . joint. BRONZE FRAME ATTACHEMENT not to scole 4' x 1" thick Bronze continuous 8order Frame. Concrete Base. Expansion Joint. Linear Marker. Bronze 1"x4� Linear Piece. _ _ _ � � � s��Layut Plan for �� rK°,� �a` �`� �� . Shope and , ,:�-�,�'�,-t.t L f-:;-�t��t=; 'Sf'�Y�f'� Length. �Adjaeent 6� Pedestrion Concrete Ploza Paving, Type 3, SECTION Note: S.C.F.S., Typ. 1. Detail to be reviewed by Structural Engineer prior to Construction. 2.Controctor to supply full shop drawings prior to instollotion. 3.DETAIL TO BE INCLUDED IN ART BUDGET 3 Medallion Pla ue and Linear Marker Scale:1'=1' ___ 6• *.__._.__ ___- -- - ____ __._. _. _ -� - ___ I i7 � :.� ELEVATION � t'-6' °� �Q I ` � �) ` •I f_ _n ( � �cl a~ I N �I, ° �I �, I ,� 2. _._. I I'` � -_._...--..._. I ' �� C I `� C'' <�� J` c� �� —I � — —� —rJ - -° i ��* �._6. i s. `�� SEC710N Scale:1R"=1'-0' w F DC Wa I I `� Scale:1'=1' Chamfer wall Edges, Typ. FDC. FDC Unit, S.C.D. Anchor to Wall. Stolned,Pollshed and Seoled Concrete Woll, Type 1,S.C.F.S. �4 Rebor O 16�o.c. both ways. Tie into footing as shown. Concrete Footing w/�4 Rebar 016�o.c. both woys as snown. Compacted Aggreote Base to ot least 95R per Geo-technical Report(2012) Compacted Sub-Grade and Base to at least 90x per Geo-technical Report(2012) NOTE: Detail to be reviewed by Structural Engineer. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G I1 E 5 8 P A F T N E N 3 1 N C. ��s N o.i n w n�>m a� R o,e, s��e x a o M o u n 1�I n V 1�w . t� 6 S 0.8 6 5.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndscape Architects• Land Planners 181 Greenwich Street San Franciuo,CA 94111 T 415 433 4672 F 415 433 5003 _ �Ili �� / :':;�� '��, �� ;��;. ��.. :r . , �� -I� MMN MNN�W��MM�� I:,.. ;.�r.� ■i .;�� - JI REVISION �PNDSCAPE4 W2y�0 0`aymon,yo W'%C'.� ti� i, ,o ^' � '�'i� .�� \P. 9rF�F CA��F�� PROJECTNO. 2Z.�jS9 DATE 01.08.2014 oRn,wr,ev AIB scue as shown CHECKED BV GL,AIB CONSTRUCTION DETAILS L-6.4 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � I � ��, �2, ;�" �:�i� PLAN X Fountoin Trough,See; ��•2 Fountain Drawings,S.f?.C.F.S. Double Metal Sheet Woll w/ Steel Frome Conskruction. Woll Type 3, S.C.p.S. IexiGloss Top ond Side Walls Co4ers. p-Liqht, Type 1,S.C.F.S., Typ.of(5) far Bird cut-out illum�otion.Provide electrical conriection. �-�Y��-- , -*}-N-'` ----- � � �1c— ---- 33'-6" I. ' 14'� „ 33'-6" 1. .1' ��.� 0 � , � , � eq. eq. j ' -�-------------�------�� -�c-�---------'- i I . �/�. � � � I N�- _- �Y '-l'✓ ,r '. �, y� �� fV � �, � ! �T � v .. - . �, ,�i �i Y�%r �"Y. `. �^ i ~ �. \ . � � � rame Post Location ird Symbol Cut-outs �7'O.C. Hold 12' ELEVATION (both Wolls for see-trough below top of Wail. effect). 3 Note: est Fountain Basin. �• Detail to be reviewed by Structural Engineer L7.3 prior to Construction. 2. Contractor to supply full shop drawings prior to installation. � Plaza Accent Wall 1 3. DETAIL TO BE INCIUDED IN ART BUDGET scale:1'=10' � 5 ,� y � �W -��,�,.-�-„�_ /!C-:.r 6' � ,� �i ?c �, �3'. � iD % r � � .� z � cD I X � v E " � 6" �� f� / , • 1 I, �'� , bk�' ; ' / . '' i, / ��j' ,l � I •�� 1 On % ,O,'... /. ��--- , _�- -- � M� �— -`i. M{c_ t�� M� � `- Plexi-Glass ELEVATION Screen for side (not to scale) walls and top. 4'mox. see wall plan detaiis L for opening size -,� —�� J Metol Sheet Woll. Woll Type 3, S.C.F.S. _ �r----r �„� �_ "" _1 a��d ac-o�c. Plexi-Gloss Screen. � � Galvanized Bolt Bird Cut-out in w/Washer. two sizes-as shown Weld Bolt to and doubled. Metal Sheet Provide cut-outs yya��, ot rondom pattern. Screen for each CUt-OUt Ifl tW0 sizes: 26'x12' o�d 52"x24" 1" thick Plexi Glass Wall Top Insert. Hold 6" from Metal Woll Edges. Attach w/ L-bracket to wall. Glue Side o�d Top Wall at seom. Metal Sheet Wall. See Accent Wall Elevations for Heights. 2x4 Wood Framing following Woll Shope. Attach Metal Sheets to Frames w/Screws. 4x4 Tube Steel Posts. �aat�o�' o.c. 1/4�Galvonized Screw w/ Washer. 2x2 cross Tube Steel Bor. Weld to 4x4 Posts. 10�x10"Cut-out (opening) for Light occess. Ad'pcent Paving. See loyout Ptan for conditions. 1'diom. Post Concrete Footing. Electricol Connection, S.E.D. Up-Llght, Type 1, S.C.F.S., Typ. Locate to lluminate Bird Cut-outs. � �'10'x3��replace Opening w/ �Frome Post Location �r �,`'�,�`< �`��, p gg g - L Com acted A re ate Bose � Glass Screening,S.C.F.S. O 7'O.C.Hdd tY �1_ ;� at leost 95X per ELEVATION x Vent Opening w/Metal below top of Woit. �� Geo-technicol Report(2012) ird Symbol Cut-outs Mesh Cover,both sides. L6.1 (both Walls for see-trough Compacted Sub-Grade ond effect). Bose to at least 907L per Note: Geo-technical Report(2012) 1. Detoil to be reviewed by Structural Engineer Note: prior to Construction. 2. Controctor to supply full shop drowings prior to prior to Constru ti�on.ed by Structural Engineer tnstallatlon. Plaza Accent Wall 2 3. DETAII TO BE INCLUDED IN ART BUDGET 2. Contractor to supply full shop drawings Z Plaza Accent Wall Side Section Prior to ,�sta��at�o�. 3 3. DETAIL TO BE INCLUDED IN ART BUDGET scale:1'=10' xale:t'=1' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T H R O O R I G I1 E S 6 F A R T N E R 3 I N C. ��5 No.�n wn��.me� ne,a, s�+i• zoo M o u n t�1 n V 1�� . C� 6 5 0-9 6 5.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP irvc. Wndscape Architects• Land Planners 181 Greenwich Street San Francitto,CA 94111 T 415 433 4672 F 415 433 5003 �II� \, „^ ��, �� :; I „ � .�;� � �r .� -_�,�_ -_ rw-www-�� Y��i ■1 II��I`�' ■ ■ ,.��.. J r�wsiorr �PNDSCAPEq W2��0 o`aymon po�'➢(`� i �' ' n -i .�� \P. 9lF OF CA��F�� PROJECTNO. Z�Z,S�J9 DATE 0�.�8.2��4 ow�wr,ev AIB scue as shown CHECKEDBV GL,AIB CONSTRUCTION DETAILS L-6. 5 O2013 KENNETH RODRIGUES 6 PARTNERS,�NC. • '` _- _�_ - d� �� _ i - — _ ; Section O cheekwall 3" R� " R , , �. . i 2' �: � TYP•> a': n: �, ��----'. . k4 rebor horiz. Cont. As shown. �4 rebar from stair. Tie into cheek woll as shown., 24"min. Typ. Conc. Stair Adj. Poving. See plan. �� `� ��'! \� " R 3�-R----- N 1�min. O M a ; m ' , , c - : m � -fifi¢'k ��il - - . �<�:� Stair Nosing,3�wide ond continuous. Cost bronze BronzoAbrasive style by. American Safety Tread 1.800.245.4881. Typ. each tread. �4 Rebar Nosing Bar. 3 .__ Hondroil. Concrete Cheek Wall. Exponsion joint O bock of step, Typ. Adjocent Pedestrion Concrete Paving. `� _ , , i ' � .r� ' �o', ; ' —Concrete Footing,9"0 over 4' thick layer of _`t-s}� , a�b�i�£F,£�� ., � ,��•� o�:�-•:w-��.� � ; �' ;g" 3/4"�crushed,cleon droin rock, typ. �,, . : , . .�...__..�r_......�r. Ni .I �' Compacted Sub-Grade and 8ose to at leost .'k '.. �� 95R per Geo-technical Report(2012) � '' Concrete Stairs,S.C.F.S. I^� y{ 1� . �' , 'i 1-��-�r`-- �4 rebar at 16'o.c. both woys and as shown. � Concrete Steps with Handrail � Scale 1/2'=1'-0' see layout plon �� , s'o.c., typ. I Chamfer all edges� - 45deg.,typ. 2 -- i� � '1 ---� -- i-i +--- - N: — _ __' _ . ___. . , __. _ .. ____ ___. ._- �;_ _ �, ,� -'!c--- ---......__...__.. plan view Notas 1.AN wood camponent sM1ould b�IPE(top ond sWes)ond pnswn treated West�m Rsd Cador-qeor(7roda,Rwqh Cut,unlap oMarwisa notad. 2.AM matd companant stwulG D�hot d'q qdvanixsd. 3.AM Wood lhot cames in dkxt eontxt with tha earth or conerota is to be aesau,e treatad. 4.Contrxtw to wiMnit Mop Govrinqs prbr to inttdlotion to bs opprove0 by landseape arMlt�et s.�n.td�ooa ro.ean q.a.a�eoora.par manur«turr's In.ea�ecwn tn.tn,eetw,.ona peeifieations 2 Canent�tootinq daign to b�nvNv��d by th�SWeturol Enginaer. � see layout plan i �c: ----- ----------------------- _�_ _ finiah grade i sce ayou p an or . ' I odjocent conCitions) N .'ti-- - - ---- _-- _ . a: section 1 ' $ ' �---:k �---- i � I `O i �i � - � ei 1x10 ledger board,typ. 3x3 post,typ. 2x4 joist,typ. 1x4 beam,typ. 1x10 ledger boord,typ. 2x6 Ipe deckboards o�top ond 1x6 sides of bench.S.C.F.S. 2x6 Ipe deckboords on top ond 1x6 on eidas of bench.Instoll with Ipe pfp Hldden Deck Fastenen System.Fill all drtlled hdes with Ipe plugs.Instoll per monufactuer'a inatructions and speciflcations.S.C.F.S. 2x4 Joist,typ. 1x4 beam,typ. 3x3 post,typ. Concrete footing,typ. Keep concrete footing 1'obove finish grode 3/4�crushed,clean drain rxk,typ. 2x6 Ipe deckboarda on top ond lx6 on aides of bench,S.C.F.S. 1x10 ledger boord,typ. 2x4 joist,typ. TivoTo e serfes to e li ht-S C f S• fnstoll on ; �rv+a- `v i M! -�---- U:�u t> uo':o.��. v',n -�c--- , i Elevation Concrete Cheek Wall Romp Handroil ��Pedestrian Concrete Paving. Color to Match Ad'pcent Poving. Light Broom Finish Swept 6•� Perpendicular to Path of Travel - N c�� 3�u N c o«� �o c� r w 5' O 29. �, -- RomP----------i�—6� O 2R __� Notes Minimum �� Minimum Landing Landing �• See Layout ond Ftne Gradi�g Plans for Ramp Lengths,Configurations, ond Grades. Plan 2. Ramp Handrail Mounting Type may vory. See 3 Ram Plan and Section �° �t P�a^g fa Mountin T e. Scale:t/4'=1'-0" 4 ndiiurdii Scale:1'=t'-0' Corten Steel Wall Panels, Type 4, S.C.F.S. Weld together. WALL 1 ELEVATION (sample) 'c-- _._. _. _... -- - --- - _ __ _- -- --- -- � �'�c- - - - - - -L — — - — — I I �� I ( Chamfer� �� '�-__ � I � A�I Edges. �i ! 6� increments to � � �mooth Finish. „! �! create Wall Ribbon � I I �� Effect. � '� I .. . `• . t o �"___""'"- .° •.a.• �. •' '•• .: .• ,• ,,.�••e•', . •�.• •' d, .••' • �• .r� ' ` � P. .•i , • • � ' � 4 ' �' !. • •• .G• �_� � . . ,� � � .. ' .' . • < r .. ;r�%<,i:i;:�:!i�i<:i✓/C/i.�i,_ l.i"l.��ii:��i�.i:jii:i!i!i!i..i�ii:��i.i:,i.i;�r;�✓;c::;r:.%�'��i�i�ii�i:,.. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E S 8 P A R T N E R S 1 N C. ��s N o r i n w n�.m.� n o.a, s��. x o 0 M e u n t�1 n V I�w . G� 6 5 0.f 6 5.0 l 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landuape Architects• Wnd Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 41 S 433 5003 -,. �ii� �\\ „ � ��.� ,'_'' ,^ '��,, �� _�� : �:� �� —. —_�1�-�_� -- �I �.��II��M�Yt ■ ■ ■ � � I..,� � ' ��Ipi■ J .. -----�---.._,u��_._ —-.____---.._..---- REVISION �PNDSCAPEq .. WS�O o`aY m o n po�'➢�•� � ��S�L\� n WALL SECTION -� �' ,r�, o"i�°ia a\P. 9lF�F CA��E�2 � PROJECTNO. 22,S.S9 DATE O�.O$.ZO�4 Concrete ��eV AIB scue asshown Footing. � CHECKE09V GL,AIB CONSTRUCTION DETAILS P P 9 1 �' , ....._..��--- . .. .. � � see ayou p an or oll 4 sidee of bmch pr monufocturer's epec. ,I� �-- adjocent eonditiwna) � A re ate Bose Sub- rode com octed to \ 1 x4 beom,typ. 99 9 9 P ` � compacted to at least ot leost 959L or per Geo- Note: 957.or per Geo- technical report.(2012) 1. Detol to be reviewed by Structural S2CtlOfl 2 ��_ Ca,crete footing,typ. technical report.(2012) Engineer prior to Construction. �� 2. Controctor to supply full shop drawings Wood Bench ��eek Accent Wall 2 � prior to instollotion. scale: 3. DETAIL TO BE INCLUDED IN ART BUDGET scale:3/4'=1'-0' L-6.6 O2013 KENNE71i RODRIGUES 6 PARTNERS,INC. � Note: 1. Detoil to be reviewed by Structural Engineer prior to Construction. 2. Contractor to supply full shop drawings prior to installatton. 3. DETAIL TO BE INCLUDED IN ART BUDGET 2 6.5 Plazo Accent Wall 2, S.C.F.S. "Nest Weave' decorotive Metal Rods weaving between Posts. Weld all smooth. Natural Potina Finish. Electronic Outlet Fill with Concrete, S.C.F.S. Concrete Seot Wall, Type 2 (concrete color), S.C.F.S. 2x6 IPE Wood Slat.- 1/4" thick Galvantzed L-shope Metal Frome Construction. 3/16"0 Galvanized Wood Screws w/ Spacers, 12" O.C. 2x6 Wood Slots Table Top. Ipe unfinished wood, leove to weather. Golvonized Metal Frame construction, 4" x t/4" thick bors welded to 16'diom. table frome. All weids smooth. 4" diam. Golvanized Metol Tube Post. Weld smooth to Toble Frome. 2x6 Wood Slats Tobie Top. Electronic Outlet. 'Nest Weave". Anchor to Seat Wall. Concrete Seat Wall w/Footing. �4 rebor 12" o.c. both ways. L Brocket for Toble to Woll Mount. Table footing per each Post. Compacted Aggregote 8ase to at least 957.per Geo-technicol Report(2012) Compacted Sub-Grade and Bose to at least 95f.per Geo-technical Report(2012) Adjacent Ped. Concrete Poving. � See Loyout Plon. 1-__ 1f ❑ .� �� . � � l a o f - �x 2"Golvonized Steel Metal Post. I _ _ ;:�E - �( � '� 1 2 Coats Pointed Color to'Rust". �: _ � �� - - _�� X-'#c f� r 1"Galvanized Steel Metal Rods. ,, � d , '. Random Weave Pattern. � - " � �t _� � ,� , Weld all smooth ot connection NEST WEAVE ELEVA110N points. 2 Coots Painted Column (scale 1/2"= 1') to be "Rust". � Nest Table ❑ scale:1/4"=1' 1' ir...- -....._..._...--._.. i` e9 � eQ ; �t—�—� Expansion Jofnt,Typical Tronch Drain Cover by Iron Age. Oblio; natural finish,S.C.f.S. Concrete Band w/(2)/3 rebar continuous os shown. Color ond finish to motch od'pcent concrete paving. Droin body centered in eonerete band as shown. Drain body to be: NDS Dura Chonnd Droin i{600 w/frame�670 ond 4'0 end outlet. Connect to storm drain aystem. Sub-grade and Base per Geoteehntcal Report e _ � DECK PLAN DECK SECTION �— ��—�� - ��— — ---1 .._...--'i i �—L� t� —�—J-- ��— —� i I I I I � � I I I I ^' _o�t. ietol bor loyout le openinq support. t )evice �s). Wall. �d hinge w/springs rs). ^alvanized metai bar. "x4 IPE Wood Planks. Use galvonized screws w/round heod and washers for ottochment. ^alvanized hinge. � \ c: 0 c a; .� �,: "educed Pressure Zone Assemblies �� I °: N �: N �' 4 oncrete Woll, Type 1, S.C.F.S. 6.3 Note: NOTE: 1. Detaii to be reviewed by Structural Engineer 1. Deck opening to be provided where utility prior to Construction. screening occurs. In all other instances full deck 2. Controctor to supply full shop drowings prior or deck with tree cut out 3'0 to be provided. to installation. See loyout plon for conditions. 3. DETAIL TO BE iNCLUDED IN ART BUDGET � Raised Wood Deck 3 scale:t•=1'-0• , 0 1 Permeoble Unit Povers a�d Concrete Paving 6.1 2 Trench Drain � Town Square Lawn Section uale:not to scale � Scale:1'=1'-0' Wood Deck/Planting Bed Area Transitfon Sod Lown. See Planting Notes. Topsoil, compocted 85X. 3/4' Clean Crushed Drain Rock,compacted 909. 4�Droin Pipe. Wrap with filter fabric S.C.D. for Pipe elevotions and connections. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E S 8 P�R T N E R 5 I N C �1 5 N o�1� W�i�m a n R o�E , 5 u i 1 s 2 0 0 M o u n t s I n V i�w . C� 6 S 0.9 8 S.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 781 Greenwich Street San F�ancisco,CA 94111 T 415 433 4672 F 415 433 5003 _\ �II, ��\�' . „ :��,�� t�.�� I ;. ..� -� �� . .��•-"��w-�.... �I �.��MM�Yt �'��. ■`_ �-__�_ ��MN�� ,-_-J �, �::��'°'!� r�wsiorr `PNDSCAPEq 2,�'�,��`aY'^°�.yo'��.y � r�� n � �i� .�� \P. �rF OF CA��`�� PROJECTNO. �Z2,�j�j9 DATE ��.�8.2��4 ow�wrrev AIB scue as shown CHECKEDBY GL,AIB CONSTRUCTION DETAILS L-6.7 O2p13 KENNETH RODRIGUES 6 PAR7NERS,INC. ■ 2, N Pie Pedesl Decomposed Gra Poving, S.C. Plozo Ac� Wol Pedestrian Conc Paving, Typ� S.C. � Wood Deck Pavinq scale:1/4"=1' Ipe Decking 4"x8"Pressure Treated Beam Simpson Strong-Tie PBSQ44 Post Base. � � '-,,,�.. � .��, d \'\`. ^ i'j\\�/. �� ' '�' Concrete Sonotube Footing � '/; � e i �". ';'/ ;:\; a `" :/,i' ��., ��. ��: �. �..e � \�." '�.`, " `";• ';� �,'O, ,' '-/;'`,, \� "/�\'' ��\ n /\��, �\, \' ° `- ,. �.� ;�\j',\�\ ` `j;; � �-''�� \, � ° ,\%�\'/,:\\ ° a ;`\',\: %�j\;\\, a� Q �;;� �,,�`\, '\/ y \✓. ,; ;,- :; '�` �`��' ��` ,�,��',.��' 3/4"Crushed Drain Rxk �/•\��' \':✓��-�-=-'r't;' ` \`.�j�`�,! � ; .� Compacted Sub-Grade and Base to � i%/�� a ._ � _� , at least 95R per Geo-technical ��_� Report(2012) / '�� , � �� .�� t , i-+. `�� .� �;�'� ��. * 1'-2�dio.--� Z Wood Deck Pier Footi n_ Scale:1`=1'-0' Deck �t around lox. 1/2" gap. �te od Deck/ nting ��Area Tronsition. IPE Wood Deck. See Layout Plon. Surface to meet required Non-Slip Coefficient Ease oll exposed edges. Fi�ish Grade O Wood Deck. Finish Grade O Pedestrion Concrete. Pedestrian Concrete Paving 3/4" x 8"Concrete Anchor Bolts at 32'o.c. #4 Rebar A 12" o.c. vertical and horizontal, S.C.F.S. 2" X 8"Pressure Treated Noiler Boord Simpson Strong Tie U28 Hanqer 2" X 8"Pressure Treated Joist �Wood Deck/Pedestrian Concrete Paving Transition `� Scale:1'=1'-0' Mirodrain 6200 Orain Mat by Mirafi, (t)800.438.1855. Tremproof Tremco 250 gc Fluid-opplied waterproofing. Extend 1 Above soil 1x6 Trex Bolted to Concrete wall See Sheet L-3.1 for Top of Deck Elevation 10' �?`� U48 Hanger By Simpson Strong Tie IPE Wood Decking. Eose oll Exposed Edges, surface to meet non-slip coeffecient j'':`//.;.,:/ �; �:i � 2x8 Pressure Treated Joist /� �// �j;'� (� _— 4x8 Pressure Treated 8eam :/"'��i •,,,n ,I � , >%i;:.%';;�;',,,,, /�;\i�.�:;.��!�',, c b r 2x8 Pressure Treated Nailing Board Boited "�`�' �` '��' to Retaining Wall. with 2- 3/4"x8"Concrete '� � °° ✓�-� /'�.%;:�% Anchor Bolfs er Beom i;��:'•�� — —e - ��\ .`\: P O ,�'�i�\�%�, � � �`;,�\�' , \;��'/ ��/'��,: t_ t Concrete Retoining Wall w/M4 rebor O 8"o.c. j\��`�' � � _ -��j� ' ' vertical and 12'o.c. horfzontdl. ,•,��,,'% 4i�_ ,. �'.\.,,��i�'-', �'�'`_'� �-�;t'� y �,�,�, �\� \��'��! � \!�z-� � � , ; ., 3/4"Crushed Drain Rock /�/7, iS—._�.' y_i�-7 .f�-7 ` � // i,;, `�\j� !I I "�--- ;j I�j�,`'�,",� Compocted Sub-Grade and Base to ot least :""'� '�� - %�� 957. er Geo-technical Re ort 2012 :��-;,::A ��.,;�'`/ ��:_��,'�, ��%,�-.� ��,�� ,,-.��, P P � ) 4 Wood Deck/ Plantin Bed Area Transition Scale:1�-,�-�• g L6.1 Ad'cent Conditions: DG/Grovel /Povers/Lawn. w�Permoloc appropriate Edging. ' See Detoils for conditions. Permaloc Edging, S.C.F.S., Typ. Miradrain 6200 Drain Mat by Mirofi, (t)800.438.1855. Tremproof Tremco 250 g�Fluid-applied waterproofing. Extend 1 Above soil 1x6 Trex Bolted to Concrete woll See Sheet L-3.1 for Top of Deck Elevotion 10� - U48 Honger By Simpson Stro�g Tie � IPE Wood Decking. .:. ..:' • , ; ; ,, , i ,'i; ; "� '•` - 2x8 Pressuro Troated Joist ...... ' .;,-. , - -- " 4x8 Pressure Treated Beam /,.;' ,,�,', I � _ � \�.; ,�\//�`%';;;��I`e %\/\;�,,•'„�� I c b„ 2x8 Pressure Treoted Noiling Boord Bolted -��:��>�',-`� �� --- , „ to Retaining WaII. with 2- 3/4'x8"Concrete �,/��, .A;, �`— �� i;�•:',�:,;��!;, Anchor Bolfs per Beom � �\��\� 1 /\/ �� ' Concrete Retaiqing Wall , w/�4 rebar O 8�o.c. o: .\/ . �/ �,� �,_ � _ �`� ` j vertical and 12 o.c. horizontdl. ��y � >i„i��< %' �\� i\;�;'��-Y��g a'o��r� ,�,;� 3/4" Crushed Droin Rock j�i� i� � �- � ir- ' �; /. ��.;�!� �\ �� ; i �,�,--�;��' ?. Compacted Sub-Grade and Base to at least 957. ��/�� ('�� —� � �� ' �� %„i per Geo-technical Report(2012) ��.'i\\\\��\'- .\�\��\ .��\':��,i:�.;..\`-\�'i 5 Wood Deck/ DG /Gravel / Pavers Transition Sca le:1'=1'-0' MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E S 8 P A R T N E R 5 I N C. ��s Norin wn�.m.o rto.a, s��i. 200 M o u n��I n V I�w . C� 6 5 0.9 6 5.0 1 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndswpe Architects• Land Planners 187 Greenwich Street San Franciuo,CA 94117 T 41 S 433 4672 F 415 433 5003 �II� �r^;\� ,� _`/' �.:. �� .r��:r �� _ -. �II �I��•Y�'M�•�.. «wN—«w�W J _■� �—'_ — -- REVISION `PNDSCAPFq 2,''�,��aYmon pc'��ti � �� n -, '".;: •s�, 0�.�4 \Q'� 9rF OF CA��F�� PROJECTNO. 22,S�J9 DATE O�.OB.ZO�4 oruwr,er AIB scue as shown CHECKED BV GL,AIB CONSTRUCTION DETAILS L-6.9 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. PLAN Area drain S.C.D., typ. �fl �-�- - • =� � r � � � Continuous plonting areo, per londscope plan. ��, ,� •,J;_ -�• t'�;'' � Cut cross holes in sod for placing •�-�'�' plont contoiners. �� w .i. -�� .� � �,•�.;_,:s ,� Now—Mow Fescue sod. Ploce at bottom ,• •,- �,- ,-�,• ,l _ of swole ond on od jocent slopes. No � � � � � � � wood mulch over swale. - • � � • • � S.C.D. for details. •�-�•� •,� �•.•�•.'.'�'._...,:` ��.— —.� �. �- �_'�� .�—trea ment area Plonting outside of �.�-�. :: .a . ,-:� :,: � : Curb or ad'} Poving see civil ond landscape plans for condition. Now—Mow Fescue(sod) at the bottom and on slopes, typ. Area drain S.C.D., typ. Continuous planting, per landscope plon. r �Infiltrotion plonter soil mix. See specifications for mix. per civil drawings. SECTION ' ��ea Drain in Swale � not to scale Ad'pcent Pianting 8ed or Paving. See Layout Plans for condition. Vehiculor Concrete Bond w/(1) �4 rebor continuous as shown. Color ond finish to match ad'pcent Concrete Paving. Scorelines ond exponsion jointa similor to Pedestrian Concrete Paving. Con�rm section with civil engineer for vehiculor loods. Planting in voids of Turf Block. See Plantinq Plans for plant type. Fill voids in Turf Biock with amended topsoil, see Planting Notes. Concrete Turf Block. Hostinqs Checker Block Install per ma�ufocturer's Recommendations ond Specifications. Available Through: AckersStone, contoct Ron Ehrler tel. 909-376-2836. — — �3/4"Thick layer of wd�—tamped Sand Setting 8ed. - - - —� �—��— —I I I—' Mirofi SOOX Filter Fobric. instoll per manufacturer's Recommendations. Closs II Aggregote Bose compacted to at leost 95x Relative Compaction. Subgrade compacted to ot least 95R relotive 2 Turf Block Paving compoction. Scale:1'=1'-0' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T M R O D R I G U E S 8 P A R T N E R S I N C. a�s w o r�n w n�.m.n rt o.a, s�+�a x o 0 M o u n��1 n V 1�w . t� 6 5 0.B 6 5.0 ]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich St�eet San Francisco,CA 94111 T 41 S 433 4672 F 415 433 5003 -, /II� �`�� „ � —�� .i�,. � ..� � -_�,��', ��r -=� '��—�+ ■ �I �.�.�.��.� � I'^��__i.:M.E J —__--J:;�--__ — -- ��s�� PNDSCAPF4 ,�O �,ay mon,�, '9r 25 p• n y W �J/i, .`rp��?�I�', � ,. fj, �"i"8A°�i �P� 9lF OF CA��F�� PROJECTNO. 22,�j�j9 DATE O�.OH.ZO'I4 auwrrav AIB scue asshown CHECKEDBY GL�AIB CONSTRUCTION DETAILS L-6. 10 IO 2013 KENNETH RODRIGUES 6 PARTNERS,INC. L � � 12'/36' see layout plon �-iF-------------------- ,- E ; . ,k.- I .��:�"\'/\�i:'"� c0 �!, °O O O <?�� ,!�% e� f'�.�� '' ^ ,�� a� i`/��,f� y _ �� H` �c- ,,�;;��:-�� ' i 1 `�\�<\��:��; i_ t'-6" �- 'i v� � Concrete Band Scale 1"=1-0' —Planting Area —Concrete Band with (2) /4 Rebar co�tinuous as shown. See Layout Plon ond C.F.S. for integrol color and locotion. Tool edges with 1/4" radius. Rebar to be 3' min. from edge of bond.; Concrete Type 2, S.C.F.S. —Expansion Joint. For Naural Grey eoncrete use 1/2" wide Fiberous Aspholtic moterial. For Integral Color concrete use 1/2'Homex Non-Asphaltic Joint with Polysulfide bead over. Color to match adjocent pedestrian concrete paving. Joints to occur at 20' o.c. mox. lWjacent Concrete Poving, Type 1, S.C.F.S. / Plonting/or Povers. See Layout Plan for conditions. � e� �i nSynthetic Lawn on G_rade Scale:1'=1'-0' iubgrade compacted to at least 959. or per �eotechnicol Repo�t. Compacted Aggregote Base to at least 959G per Geo-technical Report(2012) Provide �4 Dowel at all Cold Joists, typ, 30' o.c. Adjacent Paving.See Layout Plans. Artifical Turf.S.C.F.S. Install per manufacturers specifications. Recycled Header Adjacent Planting.See Layout Plans. Crushed grenite substrate per manufacturer's specifications.4'thick layer.Verify Mirafi#140N Filter Fabric.Turn up at edges. Install per Manufacturer's Specifications. Sub-grade compacted to 90%per Geotechnical Report. �4 rebar vert. �4 rebar horiz. Cont. As shown. �4 rebar from stair. Tie into cheek wall os shown.. 24' min. Typ. Cona Stoir Adj. Paving. See plan. Stair Nosing, 3�wide and continuous. Cast bronze Bronza4brasive style by:Ameriean Safety Tread 1.800.245.4881. Typ. each tread. �4 Rebar Nosing Bar. Hondroil. Concrete Cheek Woll. Exponsion joint O back of step,Typ. Adjacent Pedestrian Concrete Poving. �� Concrete Footing. 9'0 over 4�thick layer of 3/4�0 crushed, clean drain rock, typ. Compacted base and subgrode per Geotechnical Report. � Concrete Stairs, S.C.F.S. 9�! �if- , �4 rebar at 16"o.c. both woys and as shown. Concrete Ste s with Handrail Scale 12'=1'-0' s s '_._.. .� v,J l�_- Finish Crode,Ground Flnished Cover Planting Areos GraAe factory Turf 111=111=111 �111=111=111=111= Expons orn�� Area III=11� 11=111=111=11�111 Sli Joint 1=111=111= 11=111=111=111= P 2 111=11�111 I = 7�.Gahinized $°°� 111=111=111= 111= Steel Hair i�, Churt II�III 11= P For IIII�� =111 See Chart for�dth �P III- Bend-A-Boar IIIIII IIIII P�astic Header -111=111=111 111=111=111=111= Boord,See Chart 111=111=11 1=111=111=111=111 °1111�I_II= For Sizee =111=111=111 111=111=NI=111 SECTION II 1=111 Plas4ic Stoke = 111= O 3 O.C.Mox.Use 7� III�II�III Ploted Deck Screws Galvinized II 11=111 For Attachme�t Steel Hairpin, °�II-111= � See Chart =111= For Width SLIP JOINT DETAII See Chart for Max.Crown Len th �e Chart For Moximum NOTES: Radius 1.Cobr Optiona Brown(Stoek Item) 2.Inatalation Tips See Chart for ax.Crown Height Tools Coaroe Wood Working ELEVATION -CROWN DIMENSIONS p� For Cutting and Drilling -Use Plated Scrcws or Rinq BEND-A-BOARO CFWRT Shank Nole to Jan Boords. -Allow for Thertnol Eupansion MAXIMuM MAXIMUM RE OMMEND g�P,�pINT The Slip by Leaving Gaps in HDR ACTUAL RADIUS CROWN �AT SUP FWRPIN Joints or ot the End SIZE DIMENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS of the Run. x.a s i/s•.i�/:•.x' x' ie•/xo• �/2•-a/a• �i/sro:i�• -Do Not Screw Throuqh Slip Joint. A�onufactured�-Epic Plastics, 1880 Carden Troct Rd.,Richmond,CA 94801 PH�(510)2 5-9339 http://www.epicplastics.com Rec cled Header Not to Scale Pedestrian Concrete Pavin Scale:1'=1'-0' vwwcnnica�Rep�i � Pedestrian Unit Paving Scale 1'=1'0' 3/16" Wide by 1-1/4" Deep Score Joint at 7�-0" o.c. max. or as shown on Drowings 6'x6' �10//10 W.W.M. Center in Pour. Expansion Joint. for Natural Grey Concrete use 1/2'Wide Fiberous Asphaltic materiol For Integral Color Concrete use 1/2� Homex, Non-Aspholtic Joint w/Polysulfide Bead over. Color to Match adjacent pedestrian concrete paving. Homex by Homosote, Trenton, N.J. 609.883.3300. All Joints to occur at 20'-0" o.c. max., at Materiol Interfaces, and as shown on Drawings Concrete Poving. See Layout Plans and Color ond Finish Schedule for finishes and colors. Aggregate Base compocted to ot least 907 or per Geotechnical Report Sub-grade compacted to ot least 90X or per Geotechnicol Report See Plans for Adjocent Conditions Interlocking Unit Pavers. Color and Finish to be Selected by Owner. Pavers to be 40 mm. �Snap Edge'Restraint. Install per mir. spec. Avoil. through Decorative Poving 408.284.5440. Install Per Manufocturers Recommendations. Mirafi Filter Fobric, �140N, Continuous. Install per Mfr's Specificotions. Turn Up Edges ot Edqe typ. Sand Setting Bed. 1'Max. Depth of Plaster or Mortar Sand. Do Not Use Concrete Sand. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E 5 1 G�R T N E R 3 I N C. �1 5 N o r t� W�i a m�n R o e tl, 5 u 1�s 1 0 0 M o u n 1 a 1 n V 1 e w . C A 6 5 0.9 6 5.0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndswpe Architetts� Land Planners 181 Grcenwich Street San Francisw,CA 94111 T 415 433 4672 f 415 433 5003 ,, �0� r� „—`/`,�,, ,:..,, � �. ._:�' �.��_ ■ : �:r'�Y___ , -_�-,�-_�„�.., ��■i I��..�.�.r.■ .� � :�.i.: J __ _."-- __— _- REVISION `PNDSCAPFq W=��O o`�y m o n,�•o r'�C'� � ��?��SL n -. „ s�, t'�"�i a ��P 9lF OF CA��E�� PROJECTNO. 22.SS9 DATE �2.'I�,ZO�.3 DRAWN BY AIB scue as shown CHECKEDBY GL�AIB CONSTRUCTION DETAILS -(HOTEL) L-6. 11 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � Plan View at Tree Grate . i `*�. R � '_ ��'. Adjacent Unit Pavers,See Layout Plan Tree Grate at Unit Pavers Adjacent Concrete Paving,See Layout Plan Tree Guard and Grate Concrete Support Block,See section A-A below Synthetic Turf Surfaci�g,See Layout Plan Synthetic Turf Surfacing Tree Grate Frame.Secure to concrete block per manufadurer'z specifications. Concrete Support Block with(2)#4 rebar,continuous as shown.Tool Edge with 1/4'radius.Rebar to be 3' from edge of concrete support block. Compacted Aggregate Baze and Sub-grede per Geotechnical Report Section A-A � Tree Grate at SV nthetic Turf J Scale:t/2'=1'-0' � Plan View at Tree Grate Sedion A-A Tree G rate at U n it Pavers Scale:1/2'=1'-0' Adjacent Unit Pavers,See layout Plan Concrete Support Block,See sedion A-A below Adjacent Concrete Paving,See Layout Plan Tree Guard and Grate Tree Grate at Synthetic Turf Synthetic Turf Surfacing,See Layout Plan Adjacent Unit Pavers,See Layout Plan Tree Grate Freme.Secure to concrete block per manufacturer's specifications. Concrete Support Block with(2)#4 rebar,continuous as shown.Rebar to be 3' from edge of concrete support block. Compacted Aggregate Base and Sub-grade per Geotechnical Report � a� nl -'�- Elevation � � -'Ir— Ramp Handrail �Pedestrian Concrete Paving. Color to Motch Adjacent Paving. Light Broom Finish Swept Lx.x perpendiculor to Poth of Travel m �'o_ I �`I � �°—'�v c�IMo �' I ��I . 3v`�~ co�o: �+`-� --*�`- oo +'c o;, •t!a � � ; a aL c� I ' ' _ '};- — '� , 4„ 4, � -�!S�- 5' O 27: Romp ;, � 6' � 2� ; Notes Minimum � Minimum ' �_ See Loyout and Fine Grading Plans for Romp Landing Landing Lengths, Configurations, and Grodes. Plan 2. Ramp Handrail Mounting Type may vary. See Ram Plan and Section �a out Plans for Mountin T �. Scale:1/4'=1'-0" c :� � I � � e Use curb mount condition at River Ooks romp. hi�ilAinn eirlo C A fl 1nr hnl��cinr mn�in4nA rnil ��M�� ■M��M�M�■ Scale:1'=1'-0' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 3 6 V�R T N E R 5 I N G. �1 S N o r 1� W h I a m�n R o a d, 5 u 1 1 a 3 0 0 M o u n 1�1 n V i e w . C� 6 5 0.9 6 5 .0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. landscape Architects• Land Plannen 181 Greenwich Street San Froncixo,CA 94111 T 415 433 4672 f 415 433 5003 ;, �II� \ „�r`�',. _l�� .;� I �;� �_ . i;i� � :��.� �Y.�___ . ��, ��..,,,.y.■ ;_. , «•r.. ::, - —___J REVISION �PpDSCAPFq W=��O o'��Ymon po�'➢C'� i ��?�N��n -a „ sr �2�13—�v 9lF OF CA�\F�� PROJECTNO. 22.�jS9 DATE �2.��.2��,3 DRAWN BY q16 scue as shown CHECKEDBV GL,AIB CONSTRUCTION DETAILS -(HOTEL) L-6. 12 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. u \-v e : <O' I i7 -'�--- °u ti E � E �C � � Section Scale:1'=1'-0' �'_a• d' ��_a• 2"x2"Tube Steel Security Gate Frame 1/8"Thick Steel Plate Enclosure for Panic Bar Hordwore. Welded construction, Top and Sides. Project Side Gate Hardwore. Lever type handle w/keyed access. Self-latching. Hardware to com;ply w/opplicable Federol ADA Guidelines, State of CA ond City of Cupertino Guidelines. Hotel Side Gote Hardware. Panic Bar style. (Americon Device 4500 Series, Verify. Sized to fit gate size (36"or 48� width). Welded Wire Mesh, 2 mesh/inch, .063"wire 0. Weld to hotel side of pickets. OQenings of wire mesh to be no greater than 1/2. 5/8" Square Tube Steel Security Gate Pickets Security Fence Post beyond 2"x2"Tube Steel Security Gate Frame NOTES 1. Welded Steel Construction. Grind all welds smooth. 2. Controctor to submit complete shop drawings to Londscape Architect for review prior to construction 3. Paint all exposed metol work except hordware with w/(2) coats of rust inhibiting pimer and (1) coat "-'°� -�'-' See Color ond Finish Schedule. elf-closing hinges on each leaf of gate Elevation Scale:t/2'=1'-0' � Security Gate Scale as Noted . i � �� i � � � � � � • � I I Bar Assembly beyond d mesh at least 1�-6" beyond strike edge iinge side of security gate. Security Fence ot Hotel 2' x 3"tube steel top and bottom rail. NOTES: t. Contractor to supply complete shop drowings to Landscape Architect for review prior to construction. These will include elevotion views for those areas where the fence steps to meet grade changes. 2.All construction to be welded steel. Grind oll all welds smooth. Welds between oll mem- bers to be continuous on oll (4) sides. 3.AIl exposed metal except hardware to be painted. See Color and Finish Schedule. All paint to be suitable for use in exterior situatio�s where freeze thaw c cles occur. I�2�x3" tube steel posts with seoled top. 5/8" sq. tube steel pickets centered on rails. o � � U I —i i, __ =! _ _ j�'. � � � _fiI I'� � �,1 I II I �I� 1 , N E � � ; • o= +:- - ' u i � � E Concrete footing. Slope top 29. min. to droin. N � _ � �� I�� i� , !� G--' ' {—�' � �� Compocted Aggrogate Bose to at leost 957L per ._ �'y ' i_ 6eo-technical Report (2012) - _1.= . �_�_ � � , � Compacted Sub-Grade ond Bose to ot leost 959. t S e c u r i t F e n ce 9•,! per Geo-technicol Report (2012) Scale:12'=1'-0' i c T �......... ........ .� � --� �,� � i �q �� q ' � � 3---- ------� , j ' ' �3/4" �dr 7�-� tyfr �, � Expanelon Joint,Typical ��. 'french Dnin Cover.See Color snd Finfsh Schedule. ��. � 6"1Yde,bok to frame. PlanUng arn I �� AdJacent Paving,Typ.See Layout Plan ----ac , ' a , . �.., � � Concrete Band wl(2)x3 rebar continuous ae shown. . . m �. Cobr and flnleh Lo match adjacent concrete paving. � ��- � � ;��_�� -�.��- ircnch Drafn,conntct to Storm Drain Syetem,S.C.D. �.��- �_ � c -%��,�.w�, Wsterproof interior walla w/tremproof 201/60 Black �� m�.£ .. ; � � by iremco.Continuoue siong bottom snd efdee of trench. ��. �-- ��";�,c �_ c�� r"� r��. Irclgation Line located in Trench Drain.See Sheet L-5.1. ' � , :-- ..; � - -�,..^ , ----� � ��%^�� `-�"� ' Drain.8'o.c..connect u 5torm Drain.S.C.D. d-�._1 »�-:�t-�--;i . --' � c,,� r -�, �,..,��, ; 4"round grate,+MtOND,in C+rey,by NDS. —� , --i --� ' — . �� '—( �� __ � Sub-grode and Bax Per 6eotechnfcal Report � Trench Drain Scale:1-12"=1'-0' �.u.rw ripe wien riango a�wcnea w piamer e to Entend Through Paving Material to Droinage �rse. jacent Paving,See Loyout Plan for condition recast Planter. See Layout Legend nd Color and Fnish Schedule. otting Soil to be LOM Planter Mix by TAff Enterprise, :) 408.432.9040 �yauo�u�a. eotech Drainoge Board,2�Thick,Covered with Mirafi 140N Ilter Fobrie,Glued to Walls. edestrian Poving On Grade,See Loyout Plan �Diometer PVC Droin Pipe,Cut Flush with Paving.Slope �Droin to Dry Well. Locate as Shown on Groding Plons or in Closest Planting Bed.Conform to Ircigation Supply Routing, See Irr�gotion Plans. 3/4'Diometer,Crushed,Clean Drain Rock Wropped in Mirofi 140N Filter Fabric ond Seoled. � Planter Pot on Pavin On-Grade scale:3/4'=1'-0' � � i � � i N� I � �� u i � Screen Wall - Section Scale:1R'=1'-0' Precost Woll Cop. S.C.F.S. Concrete Woll with (2) �/4 rebar vertical A16"o.c. and (2) �!4 rebor horizontal O 16'o.c. Stack block on running bond. FII central core with concrete. S.C.F.S. Concrete Wall to be reviewed by Structural Engineer. Concrete Formliner. Pottern - See Color and �nish Schedule 4"� Perforated Droi� Line. (Footing Droin) Wrop with filter fobric Connect to Storm Droin System. S.C.D. Adjacent Condition, See Layout Plan Concrete footing with (4) �j4 rebar long, top and bottom, and �4 rebar short O 16"o.c., top and bottom. Compocted Subgrade ond Aggregate Base per Geotechnical Report. Wall Construction To be reviewed by Structural Engineer MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O 0 R I G U E S • i�R T N E R 5 I N C� ��s H o��n w n i.m.� a o,e, s�i�s a o 0 M o u n 1 a i n V I e w C� 6 5 0.9 6 5.0 7�0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Sheet San Fronciuo,CA 94111 T 01 S 433 4672 F 415 433 5003 ,, /II� ��/� „ �;//l` ��,. �' �� '' ''�;� -. i � � �r,��,r -�\ . � �,��.,,,._,ww.... �w� }..��M�Mi� � ;I � :«.—�..` _�� .._._ �-_--_ ----___-_� REVISION `PNOSCAPFq W�y�O o`aymon,po�'�C'� i = ,D`� !'� . -� ;, •.!'J. 1 1�1�i ��Q• 9lE OF CA��F�� aRO�ecr No. 22.559 onr� 12.11.2013 oruwN ev AIB scue as shown CHECKEDBY GL,AIB CONSTRUCTION DETAILS-(HOTEL) L-6. 13 O2(N3 KENNETH RODRIGUES 8 PARTNERS,INC. � a 2" � � � NOTES 2"x3"Tube �• �I construction to be welded steel construction. Grind oll weids smooth. Welds �� Steel Post between all members to be on oll 4 (four) sides. 2. Contractor to provide complete shop drawings to Landscape Architect for review Panel Clip prior to construction. Mesh Ponel 3. Paint all exposed metal work except metal mesh and hardware, w/ (2) coats of rust inhibiting primer ond (1) coot of finish paint. All paint to be suitoble for use in exterior situation where freeze/thaw cycles occur. Color to be black. 2"x2" tube steel top and bottom rail. , 6'o.c. 3�* ---- - ------ -- - -� �2"x3'tube steel posts with seoled top. J � d 2" mesh, 9 ga. galvanized chain link, Secure mesh to post and roils. Provide necessory hardware os required. 2"x3"tube steel posts. Center post in curb. Concrete Footing w/ (2) #4 rebar horizontal and #4 rebar vertical O 18"o.c. Compacted Sub—Grode and Base to at least 95Y. per Geo—technical Report Pet Area Fence Scale:1/2"=1'-0" 1/2�_ �/o•n:_�. c�__� n�_a_ r_'i'_"" �_' n__•_ °_' Elevation N E Pet Area Gate Scale:1'=1'-0' �Screen Wall - Elevation Scale:1/2"=1'-0' Varies,See Layout Plan Post at 4'o.c. �YP• .. Precost Wo�l Cap. S.C.F.S. Concrete wall with (2) �j4 rebar verticol O16"o.c. and (2) �4 rebar horizontal O 16'o.c. S.C.F.S.; Wall to be reviewed by the Structural Engineer. Concrete Formliner on o�l exposed surfoces. S.C.F.S. Run Texture in horizontol pattern os shown �nish Grode, See Layout Plon To be reviewed by Structurol Engineer -�- ��--------��ijr--------��,�r--J j�l I�ill I�I�I , �I I��I I�I�I I lil I '. I i �.! �i ', �I I�;�I I�� a ` �II Ilil� �I I� 0 a �� PANEL PATfERN �j�$EE COLOR dc FlNISH��IIEDULE a' tl lij�l IE;�I `�, I;I I'i'�--------��i�-- �, 'il I�i�l I�'�I i III I�!�I II:I� lil I�'�I � i�l I�iil I��I I �. i�� 'I� �',I� � I I ;.I I ' I I�I I�;�I li:�l I`I I�i�l I�:�I �i�--------�I�i�--------�i'i L--- M � I I< ,�, i"�i"=ii Privacy Screen Scale:1/2"=1'-0' 3x3 post cop, typ. 2X3 tube steel frome, weld to post. Grind all weld smooth. 3X3 tube steel post, typ. 2X3 tube steel frome, wetd to post. Grind oll weld smooth. Decorative Metal Panels, on both sides of post, S.C.F.S. for Color, Pattem, and Material. Weld panels onto tube steel frame, on both sides, typ. Grind al� weld smooth. Concrete footing, typ. S.S.D. 3/4' crushed, clean drain rock, typ. Concrete footing and screen structure to be reviewed by the Structurol Engineer. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H F O 0 N I G U E S 8 P A R T N E R S I N C. �I 5 N o r t h W h i a m�n R o s d, 5 u I 1• 2 0 0 M o u n�a I n V I e W . G A fi 5 0.9 8 5.0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndscape Architects• Land Plannen 187 Greenwich Sheet San Froncisco,CA 94111 T 415 433 4672 F 415 433 5003 _�\,, �II� !�'� , �/ `/�' .I �� !.,, •�� —. �'+ �1� �^ � � .��I�I��_�rr.,,.� .._�■ �...�I I I.��II�M�� iN�Mi� u:�.—....._.---J REVISION �PNDSCAPFq 2�4.��aY mon No'��ti W fy,�.� � ;� n . -+ ';: •J`J, 1�.13 �\?. 9lF OF CA�\E�P PROJECTNO. �LZ.rJrJ9 DATE �2.��.20�,3 DRAWNBV AIB sca.e asshown CHECKEDBV GL,AIB CONSTRUCTION DETAILS-(HOTEL) L-6. 14 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. e a � < � � ; r-z^ ' r �--�---� Trel I is (Plan) Scale:1/2'=1'-0' �T.l.�Crf.}R�"fF7" 2x6 tube euel raftero,typ. (2)2x12 wbe euel beame CMU trellia Base,typ. See section view. (4)4x4 H55 poet,typ. L•Y �L_""""__"__"_'__"__yL Trellis (Section) Scale:1/2'=1'-0' 2z6 Lube steei rafters at 5"o.c.,typ. (2)2x12 Wbe suel beams,typ. (4)H55 4 x 4 x 1/4 euel poet,syp. Pre-caet pilaeur cap;S.C.F.S. Ffll around poet panetration with epozy grout- color to mauh pilaster cap. 4x8x12 CMU block pilaster with#4 verticai rebar at 12°o.c.;horimrttal rebar at 8"o.c. Trellis base with(8)�C5 rebar vert. with#3 splrale @p 4"o.c.piuh Nou: i.Coritractor Lo supply compleu shop drawings to Landscape Architect for review prior to constructfon. 2.Trellia conetructton to be welded sttcl.Grind all walde smooth.Welde between a�l members Lo be coriLinuous on all sides. 3.All exPoaeA metail ahall be Powdercoated.Sae Color and Finiah achtdule. 3/4"Crushed,denn drain rock,typ. � � � �� ` � � � plai Notes: 1.Contractor to supply complete shop drawings to Landscape Architect for review prior to construction.lnstall and fasten ipe deckboards per manufacturer's installation instructions and specificationz. 2.Concrete footing design to be reviewed by the Structural Engineer. 3.All pressure treated wood to be by:7imber5ll:864.277.7007 see layout plon s� �_� r„�_ \ iD � , � � 'k - --. -..._. . : � al� ........_... . �-�e_. see layout plan 5/4 x 6'Ipe deckboards on top and sides of bench.S.C.F.S. 1x10 ledger board,typ. 1x6 rvvd.fascia board,on all exterior facing sides of bench post,typ. 3x3 pressure treated cedar post,typ.See above plan view for spacing. 3x6 rwd.beam at 3'o.c.,typ. 2x4 rvvd.joist at 24'o.c.,typ. 1x101ed9er board,typ. 5/4 x 6'Ipe deckboards on top and sides of bench.S.C.F.S. 5/4 x 6•Ipe deckbaards on top and sides of bench.Install with Ipe Clip Hidden Deck Faztenerz System.Fill all drilled holeswith Ipe plugs.Install per manufaduer's instructions and specifications.S.CF.S. 2x4 rwd.joist at 24'o.t.,typ. 3x6 rwd.beam at 3'o.c.,typ. 3x3 pressure treated cedar post,typ.See above plan view for spacing. ix6 rwd.fascia board,on all exterior facing sides finish grade of bench post,typ. see ayout p an or adjacent condiiions) Concrete footing,typ. Keep concrete footing 1'above finish grade section view ..�-- �� e� i tO a � N k �f . ,� � � secti Wood Bench scale:3/4'=1'-0' S/4 x 6'Ipe deckboards on top and sides of bench.Install with Ipe Clip Hidde�Deck Fastenen System.Fill all drilled holeswith Ipe plugs.Install per manufaduer's instrudions and specifications.S.C.F.S. 1x70 ledger board,typ. 2x4 rwd.joist at 24•o.c.,typ. TivoTape series tape light-S.C.F.S.;install o�a114 sides of bench 3x6 rwd.beam at 3'o.c.,typ. 1x6 rvvd.faxia board,on all exterior facing sides of bench post,typ. Concrete footing,ryp. Keep concrete footing 1'above finish grade 3/4'crushed,clean drain rock,typ. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 B K E N N E T N R O D R I G U E 5 6 V�R T N E R 5 I N t. ��S N o�1 h W h I�m�n R o a d, 5 u I�• i 0 0 M o u n 1 a I n V i e w . G A 6 5 0.9 8 5.0 7 0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architectt• Land Planners 181 Greenwich Street San F�ancism,CA 94111 T 415 433 4672 F 415 433 5003 __;, /�� f �� „ ��/�` �� .� ? �` �►�;�- r.�� ., 'L.r� � --�~ �I �..y�.M.a � ■� 7�.,, ��'C''��_:M�M�n .J --- �'--`---_--- --= - REVISIpN �PNDSCAPFq ,�2�'�O��'r m o n N0 r�� i �, �,� n . -� ��ii .�� •��- \P. _1L_1.i1.1._a 9rF OF Cp��EO� PROJECT NO. 22,SS9 DATE �2,��,20�3 oanwNar AIB SCALE asshown CHECKEDBV GL�AIB CONSTRUCTION DETAILS-(HOTEL) L-6. 15 OT013 KENNETH RODRIGUES S PARTNERS,INC. FOUNTAIN NOTES 1. The Contractor shall verify all distances and dimensions in the field ond bring any descreponcies to the attention of the Landscape Architect for o decision before proceeding with the work. 2. All written dimensions supersede all scaled distances and dimensions. Dimensions shown are from the face of buildin4, wall, back of curb, or centerline of column unless otherwise noted on the drawings. 3. All work shall be performed by persons familiar with fountain construction work and under supervision of a qualified foreman. 4. The Fountain Contractor sholl purchase all components, install all mechonical items,, ond provide all electrical items to the Electrical Controctor for Electrical Contractor s installation. 5. The Fountain Contractor shall comply with all local codes governing fountain construction as well as the latest provisions of Article 680 of the Notional Electricol Code. Install all submersible electrical equipment for fountains per the latest provisions of Article 680 of the National Electrical Code. 6. Splicing of underwater type ST or SO cord shall occur only in an approved underwater junction box ot the sump or pump pits. 7. The Fountain Controctor shall provide woterstop flange type concrete penetration fittings for every penetration of the pool wall or floor. 8. Provide manufacturer's detailed shop drawings or annotated catalog cuts of ALL components for review by the Landscape Architect prior to ordering and assembling equipment. 9. The Fountain Contractor shall provide two (2) loose leaf owner's operation and maintenance monuols for completed installation prior to finol acceptonce by owner of fountain installation. 10. Ground fault interrupts must be installed in oll circuits supplying submersible electric fountain equipment per the latest provisions of Article 680 of the National Electrical Code. 11. Recommended material for all pipe and conduits shall be PVC Schedule 40. 12. Recommended water level: as shown on drawings. 13. Automatic water level control to be provided in oll systems. LIGHT & PUMP FlXTURES 14. All underwater lights must be submerged while in operation. Fixtures facing upward must hove the lens guorded to prevent contact by any person. 15. Underwater fixtures must be protected from overheating by a low water cutoff device or other approved means. 16. Underwater fixtures must be removed from the water for relamping or maintenance. JUNC110N BOXES 17. Underwater junction boxes must be equipped with threaded conduit entries or compression gland and seals for cord entry. An approved potting compound (low temperature parafin or RN sealastic) must be used to fill the box to prevent the entry of moisture. 18. The support riser conduit sholl be copper or brass if junction box is free—standing. 19. All metollic piping systems for the fountain must be bonded to the equipment grounding conductor of the branch circuit supplying the fountain. 20. All fountain mechanical and electrical equipment, metal piping, panel boords, etc., shall be grounded as necessary. 21. Fountain Contractor is to supply complete engineered shop drawings for all fountain electrical/mechanical systems. The drawings are to be to scale and submitted to the Landscape Architect for review before fountoin construction begins. 22. The fountain mechanical diagrams herein ore schematic design drawings to establish the intent of the design, scope of work and location of equipment. Complete shop drawings are to be submitted to the Landscape Architect for review prior to construction. GENERAL CONSTRUCTION NOTES 23. Water stops shall be provided ot oll concrete construction joints between fountain walls and fountoin bottoms. The water stop shall be continuous and as noted on drawings. Water stoP shall be ribbed PVC with center bulb, #RB 316-6 by Burke Company, Oakland, CA 510.465.3900. 24. Caulk all joints not scheduled for waterproofing w/continuous bead of water proof caulking. Color to match concrete of fountoin, if visible. 25. Thicken fountain floors where required to accommodate fountain equipment. Minimum concrete thickness at equipment is to be 4" (four inches) all sides. 23. The fountain construction details herein are schematic design drawings to establish the intent of the design, scope of work ond location of fountain. Complete shop drawings are to be submitted to the Landscape Architect for review prior to construction. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T M R 0 D R I G U E S 8 G A R T N E R S I N C ��s r+o,in wn�.m.� ao.a . s��e zoo M o u n t�1 n V 1�w . C A 6 5 O .9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP irvc. Landscape Nchitects• Land Planners 781 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 N �PNOSCAPEq �.� �,aYmO� 9C' �� O No j�� ^ p"';, •J'J, �14 �Q�• � 9rF Of Cp��EO� 22.559 01.08.2014 AIB as shown GL,AIB FOUNTAIN NOTES AND LEGENDS L-7. 1 PLAZA FOUNTIAN �OLOR AND FINISH SCHEDULE FOUNTAIN WALL TILES Alcapulco, 6"x6" from the Mission Tile Series by Solistone Tile. www.solistone.com 1.800.246.2156. DECORATIVE COBBLE ON FOUNTAIN BOTTOM 'La Paz' Fountoin Cobble, 2"x3" size. Cover entire fountain floor to 6" depth. By Lyngso Gorden Materials (650) 364-1730, www.lyngsogorden.com FOUNTAIN BOTTOM LIGHTING FIXTURES � Bronzelite Niche—mounted Underwater Light Fixture Model 5100RG; morine green cast bronze fixture w/ marie cast bronze rock guard and spun stainless steel niche; Color: TBD; Light w/ colored lences; by Bronzelite—Genlyte—Thomas Group LLC, 100 Craftway, Littlestown, PA (800) 273-1569. Install per Manufacturer's Specifications. FOUNTAIN SCUPPER STAINLESS STEEL Sheet Flow Scupper SD24" Stainless Steel by Pool Scuppers, Scottsdale, Arizona 1-888-202-3455 WATERPROOFING Xypex Admix waterproofing system. Add to all concrete at time of batching. Follow manufacturer's specifications. Xyiex Chemical Corporation, Canada. (t) 800.961.4477. Tremproof 60 fluid applied waterproofing system by Tremco. Allied Building Products, (t) 510.526.8411 Submersible Pump: 1hp Submersible Junction Box: Details for reference only. Provide shop drawings for Landscape Architect's approvol prior to construction. � Plaza Fountain Plan Enlargement xale:1/4'=1' ,, � �{ ' iROUGH ENLARGEMENT FRONT VIEW not to scale �, ` ' �%, I� ��i ' 'Nest Weave'. 1. Anehor to Wail. �— ed Metol lom Weave �ooth at points. ed Metal nurva:o�i�rCVit19 I Planting.See Loyout Plan for conditions. ,� Plaza Fountain Elevation sca�e:1R'=1' � ✓ Y!i I �� r � Plexi-Glasa Wall. Stainless Steel Scupper. d Sheet Woll. � N f� TROUGH ENURGEMENT -—'�— , ,�,�;;��! Plazo Accent Woll , atural Groy Conerete Woll w//4 Rebor O 10'O.C. Both Woys aa Shown,Typ.Verticol Score Joints 4'O.C. /4 Rebor 16�x10�L.Tie into Fountoin Bottom. � ; ush Woll-Mounted Water Level Control and Overflow. � ; - — — Water Line. __'L_�,, r.,:�:. .��a;..,;: �.. „� , ,,:4 y ,.a , ;��,-r. '" ecorative Cobble.S.F.F.S. ; ._ . . �.. _ H- - - - - —,— II Fountain Pump Vault and Ju�ctfon 8ox wtth Grate Cover. I I I I II To Electrical and Water. Submasible Light Fxture,S.F.C.F.S.,Typ.of(3) See Color dc Fnish Sehedule. Continuous 66316 Waterstop ot oll cdd 'pints,S.F.C.F.S. Ad'pcent Peving,See Layout Plon � Plaza Fountain Section scale:3/4'=1' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O 0 R I G U E S 8 V A R T N E R S I N C. ��s N o��n w n�.m.o a o.e, s�i�, x o 0 M a u n 1�I n V i s r . C q 6 5 0.9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Wndscape Architects• Land Planners 181 Groenwich Street San Francisco,CA 94111 T 41 S 433 4672 F 41 S 433 SD03 N �PpDSCAPEq W�y�O�`aymon N��'� � � � m n -a �ii .�� 14 \P. 9lf Of CA��E�� 22.559 01.08.2014 AIB as shown GL,AIB PLAZA FOUNTAIN NOTES AND �ONSTRUCTION DETAILS L-7.2 ■ �-' ' . � F.� .�;.- • [�=. �`IMr'f �� `� !1i 7� �►�� y� ',� I,,'+� i:� �, ,•-.�� - �y'' : � ��-/� � � !j; ��i N , �� 7� ' � �� 1 , ;l% �� ''��' -� ��i� i�r ' �! !i'r �i: N. � � � ., • �. �-I i} �� ,n,.': __.� �� : , I T � M� �M �=� ' M�, �.� � iQ�'1 _-�;�,' s.�•�..:�..�.x..:l ..� .�r�l .*�`�•�... �' � �\\\�t� �::3� • Q�� `G`_f PG_V V �.�/.._ . �`! ► ;-:��-� I �9,�.�.�: �/�,�I : I �:�i ��`'� ia � ,,��i �''!'='� • •�Ilf� \,�'^�� -� ' � �;�� • - � � � :t� a c.�Y.��;`��;y;'/';,� I �" :�� /�,1 P o_ '�� ,��.�,��!�1,I�`� �� N�'� 'u� ---- - i, �.�.7` '��'`rl,�;� �j , :� � � j I'� ��!�� i �.�:��:�� I�. ,`�a,�'�, , .. �I 't t 'I � l�. �� ;..��„�: �I �'% � �: I �� ;, °�' ��'� si , �E � ��1 ti , • ', u ��I�� ,. . � i r � ��, l;sl�� : -.' �i1'i .� �� '�� '� ,�� .. _ ��ii i°�j i �J�L—��' ��—�. 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Q G�NIE'CT MN1Ei3/YiS AAD BApOlON' PAE►OVICIPS iD N6ITEJP 1ElE7PS �►iar�er cat Mu�x cba�aw�� IM1H CAL 11G11DP fq4 1M/AK'Q� faL1YSAPlACAIa1L �nP,uvsnav�av�.ez scc�ro�x � �MrSTALL MIAIER YKYF QV FApI OLNE3IAC IKA)ER!�E AS/T DNIE'RS �� S�AD S�F IAA�A".APE PLAMS iCIP L�TA[S MO l�l EiENA11qNS iiTP.% sii M01E f.UAU1r MOIEx �Mvr�n ��Hra�,wr� �I�FDP 10 dl?' L�TKS A7P AN Nt10C NV T!E PI�IIC RQIK p11' SlA ApiFS IbllE�DN AGti1ED ln ShEF!C-/.Z _.. � m. , � . ..�:.:I . I � � ,4 �n r-`-� ' l � � ° � I .- �� 7� � � � � � ` � � n�� i 4� � ��.s�� i�i� �ss O Z LEGEND= � �� 0 o Nw�r�t,uro •�aw�vme __ �,��.� �� s�c�, m �a�� 10' 9 Q. ,._ MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � NENNEIN RODRIOUES • ►AIIiNERB INC �I 6 N o r[� W�i�m�� R o�0. �u i t• 2 0 Y e u n 1�I n V 1�� . 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'% W' �� G�� ,/ ~ � �. , " ��f� icevr.uP ... ,,,._.. �... �.- WJAP DN �� RAMP UP � 1. ,,,`.,, .� ..�.. � �. .�_.� .,�., �.... .....� ... �i__... .....� ..... � .... ..� ..�. .,� . � ... . . � . . . � . . . . : . � C�:�. �� , � � .,�- .._..,.•,.,.,,�,-.-, , � r �.,....... � _ _ � , _ i ; : -._t � � . ��........ -. f.i. �, r -m....��.�. . .;�-.�- - �i � �i\_\ �.�I_l � �• \ �, � •/� •• �� ;, 1 ( � '�,�. ._,........, j� ____.�._.�......� �, ! �--�i I ��.;�i wa��►��:;::: wa REVISION , I! � e �': i:: PROJECT NO. 22,�jS9 DATE 12.13.13 i��: DRAWNBV SCALE 'I�=ZO� i: CNECKED BV �: -- -� BLOCK 3 _ � , LIGHTING PLAN ;, E1 .3 LIGHTINGPLAN -BLOCK 3 I ��-2�� 1 I �O p�3KENNETHRODRIGUESBPARTNERS,INC. MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 6 P�R T N E R 3 I N G. ��S N o r 1 n W n I s m s n R o�a, S u 1 t s f 0 0 M o u n 1�I n V I�w . 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C� E S 0.A E 3.0�0 0 CONSULTANT `'�AR�'yi c.,`�'P aOD�'�'''•�F �:� �•.� '"�,c�z,e�a T`."'� *3�6•30•15 * N i �'Q �'•. 9��F CA�ZF� _ ��_` �• � `, � `/� 'i: �� ;; ' #�r� - :��. �,�...�.., 1 _�_.».�._.�......1 � �---�- ^� ,..... ■!�;; aw1l��iwrR�IL�_"� REVISION PROJECT NO. �ZZ,�jrj9 DATE 12.13.13 DRAWN BY SCALE 'I�=ZO� CHECKED BY BLOCK 5 LIGHTING PLAN E 1 .5 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O 0 H I G U E S 6 P A R T N E R 5 1 N C. a�5 N o r 1 n W�I s m�n R o s 0, 5 u I 1 a ]0 0 M o�n t�1 n V I�r . 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' . . . . . •* MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R 0 D F 1 G U E 5 8 P A F i N E k 5 i N C 1 1 5 N o r t� W�i e m a n R O!4 . 5 u 1 I a i 0 0 Mo unl e In V le�n C A C 5 0 D C 5 0)0 0 CONSULTANT QgpFESS�, ACIES ��„a-��,�,5,��1C�4f.�, ENGINEERING 0 � 171 W Evelyn Avenue,Suite 301, .E1 j130 � Sumryvale,CA 94086 �y ph:�408)522-5255 fz:(408)522-5260 �.' into(�acies.net r�fcrn��' � CopYright�2013 OP�AUf KEVMAF H ~�„� � � � � s .� �r , ■ • � �� ■ REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13 1�PLAN CHECK 1 RESPONSE 10.15.13 2�PLANNINC'i ASA REVISIONS PROJECT NO. Z2.�J�J9 DATE ��.��j.2��2 ow,wNer HT �A�E AS NOTED CHECKED BY TG SITE PLAN - PHOTOMETRIC E2.0 SITE PLAN—PHOTOMETRIC N.T.S. '� I O p�3KENNE7HRODF2IGUESBPARTNERS,INC. , ' Attachment 2 - Dr Resolution ASA-2012-15 CITY OF CUPERTINO 10300 Torre Avenue Cupertino,California 95014 RESOLUTION NO. OF THE DESIGN REVIEW COMMITTEE OF THE CTTY OF CUPERTINO FOR FINAL REFINEMENTS TO THE PREVIOUSLY APPROVED SHOPS 1,SHOPS 3-8,PADS 1&2,TOWN SQUARE,FLEX 1 &2,OFFICE 1 &2,PARKING GARAGE,AND ASSOCIATED LANDSCAPING AND STREET SYSTEM OF MAIN STREET CUPERTINO (ASA-2012-15) SECTION I: PROTECT DESCRIPTION Application No.: ASA-2012-15 Applicant: Kevin Dare(500 Forbes,LLC) Location: Main Street Cupertino-north side of Stevens Creek Boulevard on both sides of Finch Avenue, west of N.Tantau Avenue and south of Vallco Parkway (APN:316-20-078/079/085) SECTION II: FINDINGS FOR ARCHITECTURAL AND SITE APPROVAL: WHEREAS, the Design Review Committee of the City of Cupertino received an application for Architectural and Site Approval as described in Section I. of this Resolution;and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino,and the Design Review Committee has held at least one public hearing in regard to the application;and WHEREAS,the applicant has met the burden of proof required to support said application;and WHEREAS,the Design Review Committee finds as follows with regard to this application: 1. Tlie proposal, at the proposed location, will not be detrimental or injurious to properh�or improvements in tlie vicinihj, and will not be detrimental to tlie public health, safeh�,general welfare, or convenience; The project impacts to the public health, safety, general welfare and surrounding improvements have been analyzed as part of an Environmental Impact Report under the California Environmental Quality Act. In response to areas where impacts were anticipated, a Mitigation Monitoring and Reporting Program had been established to minimize the impacts to less than significant levels. The project shall be required to continue to abide by these specified mitigation measures as enforced by City staff. Furthermore, the project is anticipated enhance the general public convenience in the area in that it provides a rich mixture of land uses that accommodate housing, shopping, and employment centers. Bus stops serving the site shall be maintained,new pedestrian connections to the RoseUowl and Metropolitan developments to the west shall be made, and the entire sidewalk/streetscape surrounding the perimeter of the site shall Ue replaced and enhanced. 2. Tlie proposal is consistent wit)z tl2e purposes of Cliapter 19.168, Arcliitectural a�id Site Review, of the Cupertino Municipal Code, the General Plan, any specifcc plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulrzte the subject propert� including, but nof limited to, adJ2erence to the following specific criteria: a) Abrupt changes in building scale should be avoided. A gradual transition related to lieight and bulk sliould be achieved betzveen nezu and existing buildings; On every edge and frontage, the proposed buildings mirror their surroundings creating a complementary and logical neighborhood transition. No substantial building mass or height changes are being proposed from the previous Council approval. b) In order to preserve design harmony between nezv and existing buildings and in order to preserve and enhance properft� values, tlie materials, textures and colors of new buildings sl2ould 1larrnonize zvith adjacent i Resolution No. ASA-2012-15 February 6,2014 Page-2- development b� being consistent or compatible with design and color schemes, and zvith the future character of the neighborhood and purposes of the zone in zuhich the�are situated. The location, height and materials of zvalls,fencing, hedges and screen planting should harmonize zuith adjacent development. Unsightly storage areas, llfZlitlf installations and unsightl� elements of parking lots should be concealed. The planting of ground cover or various t��pes of pavements should be used to prevent dust and erosion, and the unnecessary destruction of existing health� trees should be avoided. Lighting for development should be adequate to meet safeft� requirements as specified b� the engineering and building departments, and provide shielding to prevent spill-over light to adjoining property oz�ners;and The project present a combination of flat and sloped roof building designs, earth tone colors, and associated landscaping are harmonious with the adjoining buildings and streetscape on Stevens Creek Boulevard, Vallco Parkway, and N. Tantau Avenue streetscapes. The rich palette of materials/textures is compatible with the recently approved Rosebowl Development and design guidelines contained in the Heart of the City Specific Plan. All above ground utility installations are required to be screened from public view through a combination of landscaping and screen walls. As shown in the project photometric plans, the proposed lighting adequately serves to illuminate pedestrian paths and vehicular routes, and as conditioned shall be adequately down shielded to prevent spill-over light and glare to adjoining properties. c) The nurnber, location, color, size, height, lighting and landscaping of outdoor advertising Sig12S and structures s11a11 minimize traffic hazards and sliall positivel� affect the general appearance of tl2e neigllborhood and harmonize with adjacent development. The project signage shall be separately reviewed and approved as part of a Master Sign Program. d) With respect to nezv projects zvithin existing residential neighborhoods, nezv development should be designed to protect residents from noise, traffic, light and visuall� intrusive effects b� use of buffering, setbacks, landscaping, zvalls and other appropriate design measures The proposed land use, building height, and building setbacks have been previously approved by the City Council. The proposed landscaping features and vegetations will provide adequate screening and buffering from the streets and adjacent uses. Please also refer to 2a. NOW,THEREFORE,BE IT RESOLVED: That after careful consideration of maps,facts,exhibits,testimony and other evidence submitted in this matter,suUject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof,: 1. The application for Architectural and Site Approval,Application no.ASA-2012-15 is hereby approved,and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application no. ASA-2012-15 as set forth in the Minutes of Design Review Committee Meeting of FeUruary 6,2014,and are incorporated Uy reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is Uased on the plan set entitled, "Main Street Cupertino" drawn by Kenneth A. Rodrigues (Kenneth Rodrigues and Partners) and Gary D. Laymon (Guzzardo Partnership) stamped as recieved Janauary 24, 2014, except as may be amended Uy conditions in this resolution. 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, Uuilding square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. , Resolution No. ASA-2012-15 February 6,2014 Page-3- 3. PREVIOUS CONDTTIONS OF APPROVAL All prior Development Permit and Architectural and Site Approval conditions of approval in Resolution No. 12- 098(M)) and prior conditions of approval through past approvals shall remain in effect unless superseded by or in conflict with subsequent conditions of approval,including conditions of approval for ASA-2012-15. 4. FINAL TRASH ENCLOSURE / GENERATOR DESIGNS The final trash enclosure and generator design, including, but not limited to size, colors, materials, Iayout and architectural treatments shall be reviewed and approved by the Director of Community Development and Director of Public Works prior to issuance of building permits. All trash enclosures shall be property screened by landscaping or decorative architeciural features from public view. All generators shall be setback a minimum of four (4) feet from a pedestrian path of travel, or a distance determined to be appropriate by the Director of Community Development. 5. ONSTTE UTILITIES The final transformer,FDC,water,including,but not limited to size,colors,materials, and architectural treatments shall be reviewed and approved by the Director of Community Development and Director of Public Works prior to issuance of building permits. 6. PEDESTRIAN GATEWAY FEATURES A pedestrian gateway feature shall be required between Shops 2 and Shops 3, and between the Flex Retail and Hotel buildings. Final gateway designs shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 7. RAILINGS,STAIRS,RETAINING WALLS,&FENCING Prior to issuance of building permits,final design of pedestrian railings,stairs, retaining walls and fencing shall be reviewed and approved by the Director of Community Development. 8. DEMISING WALLS Prior to issuance of building permits, the division of retail tenant space shall be consistent with the Tenanting Plan and subject to review and approval by the Director of Community Development. The alignment of demising walls between tenant spaces shall correlate to prominent exterior architectural features unless otherwise approved by the Director. 9. ROOF MATERIALS Prior to issuance of building permits, the applicant shall demonstrate that the proposed roofing material on buildings 3, 4 and the clock tower shall match the approved roofing material (slate tile) or other similar quality roofing material as approved by the Council on May 15,2012. 10. PARKING STRUCTURE Prior to issuance of building permits, the applicant shall work with staff to submit a final garage plan to demonstrate additional decorative sidings to the ground floor concrete crash wall and a more decorative (with custom patterns/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. 11. LIGHTING Lighting in the parking lots shall Ue approved by the Director of Community Development for compliance with applicaUle regulations prior to issuance of building permits. All lighting shall be adequately downshielded to provide no light 12. SIGNAGE Signage is not approved with this application. Signage shall conform to the City's Sign Ordinance, Heart of the City Specific Plan and South Vallco Master Plan. Prior to final occupancy and approval of any individual signs on site, a detailed master sign program shall be submitted for review and approval in accardance with the City's Sign Ordinance. Resolution No. ASA-2012-15 February 6,2014 Page-4- 13. GATEWAY ENTRY The applicant shall be required to construct and install a gateway entry feature on the northwest corner of Stevens Creek Boulevard and N. Tantau Avenue that will be consistent with the policies of the General Plan and South Vallco Master Plan. The gateway entry feature shall be a prominent design that may fulfill the public art requirement and could include a decorative monument feature that spans over Stevens Creek Boulevard, or vertical structural elements on both sides of Stevens Creek Boulevard and on the median to announce entry. ALso, this corner shall include a community banner and enhanced pedestrian crossings that may include crosswalk lighting, special paving materials and/or prominent art or architectural feature announcing the entry to the City, such as a wrought iron element,subject to review and approval by the City Council. 14. SCREENING All mechanical and other equipment on the buildings and site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 15. UTILITY STRUCTURES All new utility structures,not otherwise provided for on the plans,shall be located underground.Where utility structures are not capable of being undergrounded,for reasons other than cost,they shall be screened from public view to the satisfaction of the Director of Community Development and Public Works. 16. EXTERIOR BUILDING MATERIALS/TREATMENTS The final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatrnents and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans, except as otherwise approved by the Director. The Director of Community Development has the ability to require additional public review process for changes or alternations that are deemed to be significant. 17. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 18. NOTICE OF FEES,DEDICATIONS,RESERVATIONS,OR OTHER EXACTIONS The Conditions of Project Approval set farth herein may include certain fees, dedication requirements, reservation requirements,and other exactions. Pursuant to Government Code Section 66020(d) (1),these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereUy further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has Uegun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020,you will be legally Uarred from later challenging such exactions. PASSED AND ADOPTED this 6th day of February, 2014, at a regular Meeting of the Design Review Committee of the City of Cupertino,State of California,Uy the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: . ' Resolution No. ASA-2012-15 February 6,2014 Page-5- ATTEST: APPROVED: /s/Gary Chao Gary Chao � Winnie Lee,Chair City Planner Design Review Committee i 0 , • Attacnment 3 - Resolution 12-098(M) RESOLUTION NO. 12-098 OF THE CITY COUNCIL OF THE CITY OF CUPERTINO APPROVING A MODIFICATION (M-2012-03) TO A NIASTER USE PERNIIT (U-2008-01 AND M-2011-09), ARCHITECTURAL AND SITE APPROVAL (ASA-2011-24) AND TENTATIVE MAP(TM-2011-04) FOR A NIIXED USE DEVELOPMENT TO ALLOVV A HOTEL WITH 180 ROOMS; 130,500 SQUARE FEET OF RETAIL SPACE; 260,000 SQUARE FEET OF OFFICE; A 0.80-ACRE TOWN SQUARE; A 120-UlvIT LIVE/WORK RENTAL LOFT APARTMENT HOUSING COMPLEX WITH AN ATTACHED 9,146 SQUARE FOOT RETAIL CONDOMINIUM UNIT,AND 216 PARKING SPACES IN THE ATTACHED UNDERGROUND GARAGE DEDICATED FOR RESIDENTIAL USE; A 5-LEVEL PARKING GARAGE VVITH TWO LEVELS OF UNDERGROUND PARKING; A 0.75 ACRE PARK INCLUSIVE OF THE PARK AREA AND THE 20-FOOT WIDE LANDSCAPE BUFFER ALONG THE «'ESTERN PERIMETER OF THE SITE ADJACENT TO THE METROPOLITAN NIIXED-USE DEVELOPMENT; AND A TOTAL OF 1,769 PARKING SPACES FOR NON-RESIDENTIAL USES (INCLUDING 42 ON-STREE PARKING SPACES ALONG VALLCO PARI�V4'AY AND 1,727 ON-SITE SPACES) ON AN 18.5 ACRE SITE LOCATED ON THE NORTH SIDE OF STEVENS CREEK BOULEVARD BETWEEN FINCH AVENUE (INCLUDING BOTH SIDES OF FINCH AVENUE) AND N. TANTAU AVENUE IDENTIFIED BY APNS 316-20-085, 316-20-078 AND 316-20-079 SECTION I: PROJECT DESCRIPTION Application No.: M-2012-03 Applicant: Kevin Dare Property Owner: �00 Forbes, LLC Location: North of Stevens Creek Boulevard between Finch Avenue (including the both sides of Finch Avenue) and N. Tantau Avenue, south of Vallco Parkway (APNs 316-20-085, 316-20-078 AND 316-20-079) SECTION II: FINDINGS WHEREAS, the City Council of the City of Cupertino received applications for a Modification to a Master Use Permit, Architectural and Site Approval and Tentative Map, as described in Section I of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the City Council has held one or more public hearings on this inatter; and WHEREAS, a Second Addendum to the Final Certified 2009 Environmental Impact Report was prepared to adequately address the environmental review of the proposed applications in accordance with the California Environmental Quality Act(CEQA}; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: 1 ' Resolution No.12-098 1) The proposed project and use, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; and 2) The proposed project and use will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan, the purpose of the Conditional Use Permits Chapter of the Cupertino Municipal Code, and complies with the California Environmental Quality Act (CEQA); and 3) The proposed project and use is consistent with the zoning regulations and the South Vallco Special Center and South Vallco Master Plan; and 4) The proposed project and use is consistent with the Heart of the City Specific Plan. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for a Modification to the Master Use Permit, Architectural and Site Approval and Tentative Map, is hereby approved, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; and That the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the public hearing record concerning Application No. M-2012-03 as set forth in the Minutes of the City Council Meeting of September 4, 2012, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on E�iibits titled: "Main Street Cupertino, Sand Hill Property Company, Cupertino, California" site plan dated August 15, 2012 and dated received August 28, 2012, Mixed Use Loft plans consisting of pages A1.0, A2.1, A2.2, A2.3, A2.4, A2.5, A2.6, and A3.0, dated received August 28, 2012, and Tentative Map pages TM-1 tluough TM-8 dated received August 28, 2012, except as may be amended by the conditions contained in this resolution. 2. PREVIOUS CONDITIONS OF APPROVAL All previous conditions of approval from Resolution Nos. 12-054, 12-055 and 12-056, for applications M-2011-09, ASA-2011-24, and TM-2011-04, shall reinain in effect unless superseded by or in conflict with subsequent conditions of approval, including the conditions contained herein in this resolution. 3. ACCURACY OF THE PROJECT PLANS The applicant/property owner is responsible to verify all pertinent propei-ty data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. DEVELOPNIENT APPROVAL AND PERIVIIT EXPIRATION Approval of a Modification to the Master Use Permit is granted based upon the site plan identified dated received August 28, 2012 to allow the construction of a hotel with 180 rooins; up to 130,500 2 ' Resolution No.12-098 square feet of retail space; a 0.80 acre town square; 260,000 square feet of office space; a 120-unit market-rate rental live/work loft apartment housing complex with an attached 9,146 square foot retail condominium unit, and 216 parking spaces (1.8 spaces/unit) in the attached underground garage dedicated for residential use only; a 0.75 acre park inclusive of the park area and the 20- foot wide landscape buffer along the western perimeter of the site adjacent to the Metropolitan mixed-use development, a 5-level parking garage with two levels of underground parking; a total of 1,769 parking spaces for the non-residential uses (based on a credit of 42 on-street parking spaces along Vallco Parkway and 1,727 on-site spaces) ; and a requirement for the ground floor of the office buildings and market-rate live/work loft apartment housing complex to accommodate retail components in each building. The Modification to the Master Use Permit shall expire within three (3) years from the date of this approval. With the exception of the residential units and office square feet, all other uses may be subject to further refinement based on the final approved tenanting and land use plan, provided that there are no additional environmental impacts, such as traffic and parking, as determined by the Community Development Director. Uses Develo ment A roval Housin 120 market-rate live/work housing complex Hotel 180-room hotel Retail 130,500 s uare feet Office 260,000 s uare feet Parking 1,985 parking spaces per the City's Unshared Parking Requirement in the Traffic Impact Analysis (TIA) , Second Addendum dated August 2012 as follows (assuming a count of 1.8 spaces/unit for the residential units in-lieu of the standard City requirement of 2 spaces/unit): 1. Residential—216 parking spaces 2. On-street Vallco Parkway—42 spaces 3. Parking garage and surface parking— 1,727 spaces Parking in the parking garage for the retail, office and hotel uses shall be in accordance with Condition No. 18. Publicly 1.55 acres of town square and park area, inclusive of the .20 acres of Accessible Open the 20-foot wide landscape buffer along the western perimeter of the Space(Town site (adjacent to the Metropolitan mixed-use developinent site) S uare and Park) 5. OFFICE DEVELOPl�ZENT ALLOCATION The applicant is permitted to retain the 100,000 square feet of unrestricted office allocation received in 2009 from the N. De Anza Boulevard area in conjunction with the approval for U- 2008-01, and shall additionally receive 160,000 square feet of office allocation from the unrestricted office allocation from other areas in the City, except fi•om the Vallco Park North area, to provide the applicant with a total of 260,000 square feet of unrestricted office allocation. The applicant shall not draw office allocation from the Major Companies pool. 3 ' Resolution No.12-098 6. HOTEL OPERATIONS The hotel shall be permitted to operate as a 24-hour late night business operation and shall provide a minimum 6,500 square foot restaurant and meeting space area on the ground floor of the hotel along the Town Square. Any additional or revised uses for the hotel will be reviewed at the time specific business operation information is provided about these uses to determine if they are permitted and will require a separate Use Permit application. (Note: This modifies the Condition No. 5 in the approval dated January 20, 2009) to replace the requirement for a 400-person banquet facility with a 6,500 square foot restaurant and meeting space.) 7. LIVE/WORK RENTAL LOFT APARTMENT REQUIREMENTS Prior to issuance of building permits, a covenant, approved by the City Attomey, shall be required to ensure that the live/work rental loft apartment complex shall not be converted to condominium units in the future, and shall adhere to the loft-style studio and one-bedroom units per the approved site and floor plans. The covenant shall contain a provision that it may not be modified without the express written approval of the City. 8. RETAIL CONDOMINIUM OWNERSHIP REOUIREMENTS (PARCEL 5) The developer shall construct no more than one retail condominium adjacent to the rental market rate loft apartments. This retail condominium shall be owned by the same ownership as the rest of the retail on Retail Parcel 1 and not be sold separately. 9. MAXIMUM PERCENTAGE OF RESTAURANTS The maximum square footage of food service uses permitted within the retail space of the mixed- use development shall not be more than 40% of the total retail square footage of 130,500 square feet (or a maximum of 52,600 square feet of restaurant uses) based upon the approved developinent plan dated August 15, 2012 in accordance with the Main Street Cupertino —Revised Proposed Project Analysis report as Appendix A in the Second Addendum to the Final Certified 2009 EIR prepared by Fehr and Peers. Any future refinements to the restaurant percentage may be approved by the Director of Community Development if a subsequent parking and traffic analysis indicates that there is adequate parking for the vai-ious mixtures of uses and there are no additional and/or new si�ificant traffic impacts compared to thresholds studied in the original 2009 Environmental Impact Report and 2012 Addendum. 10. TENTATIVE MAP Approval of a Tentative Map is granted to subdivide the property from three parcels into six parcels per Pages TM-1 tluough TM-8 as follows: a. Parcel 1 — 11 acres for the retail buildings, park and town square b. Parcel2— 1.5 acres for the office building on the cor-ner c. Parcel3 — 1.5 acres for the office building along Vallco Parkway d. Parcel 4— 1.5 acres for the hotel e. Parcel 5 -1.5 acres for the live/work loft apartment building with a 9,146 square foot two-unit retail condominium parcel 4 ' Resolution No.12-095 f. Parcel6— 1.5 acres for the Common Area Parcel for the benefit of Parcels 1 through 4. Restrictions and requirements for the shared use of the parking garage to accommodate the retail, hotel and office uses within the development site shall be included within the CC&Rs including but not limited to the requirements in Condition No. 18 and conditions related to this and related project approvals. 11. VACATION OF FINCH AVENUE The vacation of Finch Avenue is necessary to support this development. The vacation will be processed according to procedures set by the Streets and Highways Code and the Municipal Code. A bond will be required prior to issuance of permits for street modifications that will allow Finch Avenue to be reverted back to a standard City street in the case that the construction of the project is not completed. The Developer shall install and complete the street modifications within two (2) years of approval of the Final Map, or such longer period as may be specifically authorized in writing by the City Engineer. Public access easements, for both vehicular and pedestrian travel, will be provided across the improved site, to link Stevens Creek Boulevard with Vallco Parkway, as well as provide public access to the park and the "town center"plaza area. Failure to complete the improvements within the specified time will result in the reversion of Finch Avenue to a standard City street and the ownership of the former Finch Avenue right-of-way shall revert back to the City. The reversion of Finch Avenue back to a City street shall be subject to approval by the City Attorney and Director of Public Works. 12. COVENANT OF RECIPROCAL INGRESS/EGRESS EASEMENT The applicant shall record a deed restriction for necessary reciprocal ingress and egress easements between each lot created by the new development. The applicant shall also record appropriate deed restrictions for necessary reciprocal ingress and egress easements between the adjacent properties to the west, to be implemented at such time that the City can require the same of adjacent property owners. These reciprocal ingress and egress easements between each lot and between adjacent properties to the west shall also be recorded on the Final Map. The easement language shall be reviewed and approved by the City Attorney and the Director of Public Works. The covenant of easement shall be recorded pi-ior to final inap approval. The deed restrictions shall contain a provision that it may not be modified without the prior express written approval of the City. 13. PUBLIC PEDESTRIAN EASEMENT Public access pedestrian easements tluough the intei-ior sidewalks,pedestrian paths and plazas, the town square, and park area shall be required and recorded on the final map as noted in the tentative map plans C0.0 — C6.5. The easement language shall be reviewed and approved by the City Attoiney and Director of Public Works prior to recordation of the easement on the project site with the final map approval. The final map will include Public Pedestrian Easements, though the CC&R's will include additional restrictions/guidelines on the usa�e of the Public Pedestrian Easements. 14. COVENANTS, CONDITIONS AND RESTRICTIONS The project CC&Rs shall be reviewed and approved by the City Attorney prior to recordation with the final map approval. The CC&Rs shall incorporate requirements pertaining to the public access easements, reciprocal ingress/egress easements, public pedestrian easements, shared parking, 5 ' Resoluiion No.12-098 maintenance and operation of common areas including but not limited to public access to the park and Town Square, and joint use agreements for the town square and park. The CC&Rs shall also incorporate the Maintenance Agreement addressing the maintenance of the park, town square, sidewalks, shared driveways by the property owners of each of the lots, and landscaped park strips along Vallco Parkway, N. Tantau Avenue and Stevens Creek Boulevard adjacent to the subject site. The conditions of approval for the project shall also be recorded on the properties and incorporated into the CC&Rs. No changes may be made to the CC&Rs without the City Attorney's review and approval. The deed restrictions shall contain a provision that it may not be modified without the prior express written approval of the City. I5.JOINT USE AGREEMENT Prior to recordation of the final map, the applicant shall submit a joint use agreement between the City and the applicant to be reviewed by the City Attorney and the Director of Parks and Recreation, and approved by the City Council, which pernuts the City to use the town square and park area for public use for community events or other similar City-approved events or activities, such as, but not be limited to a farmers' market, holiday activities, and summer events. The joint use agreement shall be recorded and incorporated by reference into the Covenants, Conditions and Restrictions (CC&Rs) of the project site. The Joint Use Agreement shall include provisions for maintenance of the park and town square. The joint use agreement shall govern the public use, programming, public access and percentage of time available for the allowable public activities and events for which the town square and park may be used. The agreement shall also require available publicly identifiable restroom facilities for public use during normal business hours. No structures will be constructed on the town square area without the prior approval of the City of Cupertino, other than the retail pad structure(s) approved in accordance with the Master Use Permit. The programming provisions of the joint use agreement shall be administered between the applicant and the Parks and Recreation Depai-tment and the docuinent approved by the City Attoiney. The Joint Use Agreement shall contain a provision that it may not be modified without the express written approval of the City. 16. 1VIAINTENANCE AGREEMENT Applicant shall enter into a Maintenance Agreement that addresses the maintenance of the park, town square, sidewalks, shared driveways by the property owners of each of the lots, and landscaped park strips along Vallco Parkway, N. Tantau Avenue and Stevens Creek Boulevard directly adjacent to the subject project site. The Maintenance Agreement shall be part of the Covenants, Codes and Restrictions of the proj ect and shalt be reviewed and approved by the City Attoiney prior to approval of the final map. The Maintenance Agreement shall contain a provision that they may not be modified without the express written approval of the City. 17. GROUND FLOOR RETAIL Prior to issuance of building permits, the applicant shall demonstrate the ground floor retail functionality for buildings proposed at heights over 45 feet in accordance with the City's General Plan, to the satisfaction of the Director of Community Development. The ground floor retail shall be connected to the building and be of substantial and appropriate size to accommodate the functionality of retail uses. The building frontages of all buildings facing the town square, except for the hotel shall have ground floor retail. However, the hotel must provide active ground floor uses facing the town square. 6 ' Resolution No.12-098 18. PARKING GARAGE ON THE COMMON AREA PARCEL (OWNERSHIP AND RETAIL PORTIOl� The five-level above ground parking garage with two levels of below ground parking shall not be sold separately from the other parcels in the project. It shall be held as a common area parcel. Free parking shall be provided in the parking garage and on the surface parking spaces for the retail and office uses. However, the hotel may charge parking fees for its customers to park in the parking garage. The retail incubator buildings on the south side of the parking garage serving Parcels 1 though 4 shall be physically connected to the parking garage in order to satisfy the General Plan height requirement for buildings over 45 feet and under 60 feet. 19.DISCLOSURE CLAUSE TO THE FUTURE PR4PERTY OWNERS The applicant/developer shall inform the future owners through the Covenants, Conditions and Restrictions (CC&Rs) as well as other documentation of the sunounding projects and that the development site is under a Cupertino Planned Development zoning. Property purchaser shall check with the City to determine the specific restrictions under the Planned Development zone and related permits. The CC&R language incorporating this requirement shall be reviewed and approved by the City prior to issuance of building permits. 20. BELOW MARKET RATE HOUSING PROGRAM For residential units, the applicant shall comply with the requirements in the City's Below Market Rate (BMR) Housing program. For alternatives to these requirements, the applicant may request the Housing Commission to recommend alternatives to the City Council to meet these requirements. For dedication of any housing units at below market rates, the applicant shall record a covenant, which shall be subject to review and approval by the City Attorney, to be recorded prior to issuance of building permits for the planned senior housing building. BMR fees shall be paid prior to issuance of building permits. 21. HOUSING MITIGATION FEES Prior to issuance of building permits, the applicant shall provide the required housing miti�ation fees for the commercial, office and hotel development on the project site. 22. 11'IAXIMUM LENGTH OF HOTEL STAYS Hotel stays shall be limited to a maximum of 30 days per reservation. 23. 2012 ADDENDUM AND SECOND ADDENDUM TO THE PREVIOU5LY-APPROVED EIR AND THE MITIGATION MONITORING AND REPORTING PROGRAM The project shall implement all of the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) dated March 2012 as identified in the 2009 Final EIR and as modified by the 2012 Addendum to the Final EIR as updated on May 4, 2012 and the Second Addendum to the Final EIR dated August 2012. 24.DEVELOPI��NT ALLOCATION � ' Resolution No.12-098 Use 2009 Master Approved Modification to Approved 2012 Modified Master Use Permit the Development Pian Use Permit Additional Allocations Allocations Needed Granted O tion A(1)-2 Retail Up to 150,000 s Up to 130,500 square feet. No additional allocation is needed from the Vallco Park South retail commercial allocation Office 100,000 sf from 260,000 sf 160,000 sf additional from the the N. De Anza uruestricted office allocation Boulevard office available per condition no. 4. The allocation applicant may not use any allocation from the Maj or Com anies office allocation. Hotel Up to 250 rooms 180 rooms No additional allocation needed from the Citywide Hotel allocation Housing 160 units from 1201ive/work loft apartment No additional allocation needed the Vallco Park housing units South residential allocation The applicant shall receive an allocation of up to 130,500 square feet of retail commercial square footage from the Vallco Park South retail commercial allocation area; 120 live/work loft apartment housing units from the Vallco Park South residential allocation; 180 hotel rooms from the Citywide Hotel allocation; and 260,000 square feet from the unrestricted office allocation available citywide(except from the Vallco Park North office allocation area). 25. CONSTRUCTION PROJECT PHASING AND PARK BOND Prior to issuance of grading and/or building permits, the applicant shall prepare a construction phasing schedule, and shall demonstrate completion of the project based on the project expiration date. The construction phasing schedule shall detail critical milestones of the constiuction. Critical milestones of the construction shall include but not be limited to the following: The entire project shall be constiucted in one phase (Phase I) and the Modification to the Master Use Pei-mit shall expire within three (3) years from the date of this approval. Building permits for all buildings shall be filed and accepted by the City, and the permit shall be used (substantial and continuous activity has taken place) prior to the expiration of the Modification to the Master Use Permit. A perfonnance bond for the park construction (not less than $1.125 million) shall be required in Phase I. The applicant shall work with staff on the appropriate timing for acceptance of the performance bond and completion of the park. If the park is not completed to the satisfaction of the City within three (3) years from the date of approval of the permit, the City shall have the option of calling in the bond and constructing the park. 8 ' Resolution No.12-098 A. Prior to granting a certificate of occupancy for the first of the hotel or office buildings, the Town Square, street and sidewalk improvements along Finch Avenue loop and the street and sidewalk improvements along the interior roadway connecting Finch Avenue loop to the office parcel shall be completed to the satisfaction of the City. B. Prior to granting a certificate of occupancy for the second of the hotel or office buildings, certificates of completion for shell, core, exterior facades and related landscaping and improvements shall be obtained for at least 50% of the retail approved for the project. C. Prior to granting a certificate of occupancy for the third of the hotel or office buildings, certificates of completion for shell, core, exterior facades and related landscaping and improvements shall be obtained for all the retail buildings. D. Prior to granting a certificate of occupancy for the live/work loft and retail building, the park shall be completed to the satisfaction of the City. 26. GRADING AND CONSTRUCTION HOURS All grading activities shall be limited to the dry season (April 15 to October 15) unless otherwise approved by the Director of Public Works. Grading hours shall be limited to Monday through Friday, 7 a.m. to 8 p.m. Grading, street construction, demolition or underground utility work shall not occur on Saturdays, Sundays and holidays, and during the nighttime period as defined in Section 10.48.053(b) of the Municipal Code. Construction activities shall be limited to Monday tluough Friday, 7 a.in. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. The applicant shall comply with the above grading and construction hour requirements unless otherwise indicated in the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) dated March 2012 as identified in the 2009 Final EIR and as modified by the 2012 Addendum to the Final EIR. 27.PARKING The applicant shall provide the following number of parking spaces based upon the development plan dated August 15, 2012 (dated received on August 28, 2012), with the following additional requirements: (i) 32 additional parking spaces on site(either in the shared parking garage or surface parking) for a total of 1,727 spaces on-site for the non-residential uses. The applicant shall work with staff to incoiporate the additional spaces on site that may include enlarging the parking garage by extending the upper story over the alley east of the garage. (ii) The project would receive credit for 42 on-street parking spaces along Vallco Parkway. However, the project would be allowed to improve Vallco Parkway with 85 angled parking spaces and street improvements on the south side of Vallco Parkway along the project frontage as approved in 2009, until such time in the future that the City decides to modify the parking and street improvements along Vallco Parkway. (iii) 12 additional underground parkin�spaces in the underground parking garage (increasing parking to 1.8 spaces per unit for a total of 216 parking spaces for the live/work rental loft apartment). Additionally, the applicant shall provide at least one covered parking space for each unit at all times. 9 ' Resolution No.12-098 The applicant shall also comply with the swales and permeable surfaces requirement of the City's Parking Regulations. Adjustments to the parking plan may be pernutted based on the final approved tenanting and land use program as long as there are no additional parking and traffic impacts as determined by the Director of Community Development and the parking analyses in the Second Addendum. A parking management plan that describes the parking system used by the retail, hotel and office uses shall be submitted for review and approval by the Community Development Director. The applicant shall provide an updated plan for any tenant changes that result in changes to the parking requirements. 28. VALLCO PARKWAY All on-street parking along Valico Parkway remains public. The parking spaces along Vallco Parkway are public parking spaces which shall always be available to the public. These spaces cannot be limited to use by patrons or tenants of the Main Street Development. The City may eliminate some or all of this parking at any time at its sole discretion. 29. PARKING CONVERSION FUND Prior to issuance of any building permit for the project, the applicant shall be required to provide a "parking conversion" fund that will allow the City to convert the angled parking spaces with one lane of eastbound traffic and a bike lane approved in association with the project along Vallco Parkway to parallel parking spaces with two lanes of eastbound traffic and a bike lane, if and when � the City desires. Staff will work with the applicant on the amount to be collected by the applicant. 30. BICYCLE PARKING The applicant shall provide bicycle parking and bike racks for the proposed project in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 31. PARKING LOT LIGHTING Lighting in the parking lots shall be approved by the Director of Community Development for compliance with applicable regulations prior to issuance of building permits. 32. BUILDING PERNIIT APPROVAL The Director of Conununity Development shall review the final building peimits for full confoi-mance with the Master Use Permit approval and the Architectural and Site Approval for each building prior to issuance of building per-mits for each building. 33. SIDE«'ALKS/CROSSVVALKS A. The final sidewalk/street frontage plan shall be required to be reviewed and approved by the City prior to the final map, and shall match the guidelines of the South Vallco Master Plan and be consistent with the sidewalk/street frontage plan for the adjacent Rosebowl mixed use development. B. The applicant shall provide decarative crosswalks with colored and/or stamped asphalt pavement across Vallco Parkway, N. Tantau Avenue and Stevens Creek Boulevard. The decorative pavement materials shall be reviewed and approved by the Director of Community Development and the Public Works Department, and shall be consistent with the lo ' Resolution No.12-098 recommendation of the traffic analysis prepared by Fehr and Peers in the Transportation Impact Analysis dated September 5, 2008 on p. 48. 34. SIGNAGE Signage is not approved with this application. Signage shall conform to the City's Sign Ordinance, Heart of the City Specific Plan and South Vallco Master Plan. Prior to final occupancy and approval of any individual signs on site, a detailed master sign program shall be submitted for review and approval in accordance with the City's Sign Ordinance. 35.ARCHITECTURAL AND SITE APPROVAL A. The buildings, site development and architecture shall substantially conform to the site plan, elevations and details as shown in the approved e�chibits, unless otherwise noted below. Prior to issuance of building permits, the applicant shall be required to obtain approval of a separate Architectural and Site Approval application for each of the buildings by the Design Review Committee; each Architectural and Site Approval application shall provide a detailed site plan, full elevations (all four sides), floor plans and any other details as required for Architectural and Site Approval applications. Building colors and materials shall be reviewed and approved in conjunction with the Architectural and Site Approval. Minor amendments to approved Architectural and Site Approvals for buildings andlor the site plan, including minor changes to the layout of the site plan, building foims and building sizes, may be reviewed and approved by the Director of Community Development. B. The applicant shall provide the following additional modifications and enhancements to the plan prior to issuance of building permits (including recommendations referenced by the City's Architectural Advisor on February 20, 2012 in Attachment 11 & 16 or as amended by the Planning Commission): 1. Town Square a. The town square area shall be designed as a "flexible" public space that may be expanded or shifted by the temporaiy closure of one or more of the surrounding publicly accessible streets. Provide additional landscaping in the square. b. In order to allow for a seamless expansion or shifting of the future pedestrian activities, the town square area will be developed to be flush with the grade of the sunounding street system. The Director of Community Development may approve other similar details deemed to be consistent with the intent of this condition. c. The applicant shall provide decorative semi-pervious pavements or similar treatments in the town square and plaza areas to the satisfaction of the Director of Conununity Development. d. Parking on the circular street system shall be delineated by decorative semi-peivious paving or other siiililar treatments as deemed to be appropi7ate by the Director of Conununity Development. e. Final design and landscape of the to��n square area shall be reviewed and approved by the Director of Community Development. f. Temporary closure of any portion of the pi-ivate di-ive streets, including methods used to temporarily close the street(s), will require approval from the Director of Public Works. 2. Office Buildin�s Architectural enhancements to the building shall be incorporated including the following: �1 Resolution No.12-098 a. Enhance tower entry features with details and design features (particularly the central tower entry facing Stevens Creek Boulevard) and project the towers out and upward from the main bulk of the building. b. Provide prominent architectural design enhancements to emphasize the importance of this corner as the eastern gateway entry to the City, including identifiable street frontage public entrances along Stevens Creek Boulevard and N. Tantau Avenue, glass store fronts and corner site features. c. Provide horizontal elements to the building design to reduce the verticality of the building frontages along Stevens Creek Boulevard and N. Tantau Avenue. d. Provide deep recessed windows. e. Unify the variety of building forms with more closely related and toned down color tones. f. Add ground floor space as an "arcade-like" element along Stevens Creek Boulevard and around the corners at the easterly Main Street drive entry and a N. Tantau. 3. Hotel a. The Architectural and Site Approval application for the design of the interior and exterior of the hotel must return back to the City Council for review and approval. b. The exterior architectural design of the hotel shall be of the same quality and design standard as the example provided by the applicant of the Marriott Residence Inn in the Gaslamp district of San Diego. c. Provide additional variation in height and wall articulations, such as larger roof eave overhangs with additional fa�ade depth and architectural detail and variety in roof eave heights,to minimize the verticality,bulk and box-like shape of the building. d. Enhance architectzual detailing on the building that is in scale with the building. e. Provide deep recessed windows to provide depth to the building farade. f. Increase the horizontal elements of the fa�ade. g. Add patio space (seating) at the corner of Vallco Parkway and Finch Avenue to enliven the streetscape and entry to the site. h. Provide additional architectural pedestrian-scale detailing of the ground floor treatment of the building, including along town square, Vallco Parkway, and the pedestrian area leading to the garage. i. Tone down the contrast in exterior colors and provide colors that will complement the colors used within the development. j. Provide an outdoor dining terrace along the frontages of the restaurant facing town square. 4. Retail Buildings a. Revise the architectural desi�of the retail pad building(s) in town square from an agrarian look to a park pavilion/kiosk style architecture with greater storefront glazing and sophistication. b. Provide active storefront pedestrian entries on all retail shops facing Stevens Creek Boulevard. c. Provide special design treatments between retail Shops 7 and 8 buildings to lead pedestrians/customers between the park and the town square. d. Bring the Shops 4, 5 and 6 buildings closer to the southeast and southwest corners of the main entryway from Stevens Creek Boulevard. 5. Auto Court/Parkin�Gara�e 12 ' Resolution No.12-098 The parking garage shall provide architectural details and provide features along the ground floor facing Vallco Parkway to promote pedestrian orientation along the street. 6. Street Furniture The applicant shall provide street furniture and pedestrian amenities along Stevens Creek Boulevard and Vallco Parkway. Prior to the issuance of building permits for Phase 1 of the project, the street furniture shall be reviewed and approved by the Design Review Coinmittee. 7. Rental Live/Work Apartment Loft Building a. Add a distinctive five-story high corner feature that provide a distinctive edge and corner to the southeast corner of the building above the ground floor retail uses; otherwise, there will be an awkward four-story high gap at this corner. b. Provide design articulation on the wall on the southwest corner of the building above the trash enclosure. The ground floor trash enclosure on this corner facing the town square needs to be properly screened and provide architecturally enhanced. c. The hallways appear to be long and narrow and should be enhanced with widened similar to hotel con idors. d. Please clarify if the parking garage and the courtyard will be open or be secured. e. The upper level plans need to clarify if there will be open views to the interior couriyard. f. Plans should clarify where the windows or natural ventilation for the units will be provided on upper floor units. g. Please clarify if the upper floor corridors open or enclosed along the southein side of the building. h. Please provide end cap/corner features to the building. Without these corner end caps,the length and massing of the building is emphasized. i. Provide balcony openings for the units to bring residential presence to the street level. Balconies should be more transparent facing the town square. j. Enhance the ground floor treatment on the southwest corner(where the trash enclosure is proposed) to provide a focal point from the north-south walkway. k. Confirm the height of the building since it may not exceed 60 feet per the City's General Plan. 1. The top of the buildings need to be enhanced with stronger tops. m. Windows should be deep set to enhance the elevations. 8. Site Plan and Surface Parkin�Lot a. Modify the view to the rear of the parking cars from the loop driveway looking south towards the retail Shop 6 building. b. Modify the site plan to accurately identify the landscaped areas as green and a different color for the hardscaped/non-landscaped areas. c. Provide a single-wide crosswalk between the incubator retail buildings and the retail Pad 3 building in the private roadway. d. Modify the main driveway entrance to fix the awkward and shaip lane transition fi•om Stevens Creek Boulevard. 9. Parking Gara.�e and Attached RetaiUIncubator Space 13 � Resolution No.12-098 a. Provide left and right turn lanes from the eastern driveway entrance to the parking garage along Vallco Parkway to avoid back-ups onto the street. b. Consider an alternate more convenient hotel valet access to the garage 36. GATEWAY ENTRY The applicant shall be required to construct and install a gateway ent�y feature on the northwest corner of Stevens Creek Boulevard and N. Tantau Avenue that will be consistent with the policies of the General Plan and South Vallco Master Plan. The gateway entry feature shall be a prominent design that may fulfill the public art requirement and could include a decorative inonument feature that spans over Stevens Creek Boulevard, or vertical structural elements on both sides of Stevens Creek Boulevard and on the median to announce entry. Also, this corner shall include a community banner and enhanced pedestrian crossings that may include crosswalk lighting, special paving materials and/or prominent art or architectural feaiure announcing the entry to the City, such as a wrought iron element, subject to review and approval by the City Council. 37. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by the Director of Community Development prior to issuance of building permits for the building, portion of development, and/or phase of development for which building pernut applications have been submitted. The landscape plan shall provide the following prior to issuance of building permits: A. Water conservation and pesticide reduction measures and requirements in conformance with Chapter 14.15, Landscape Ordinance, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. B. A full landscape project submittal per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. C. Landscaping along Stevens Creek Boulevard and N. Tantau Avenue in accordance with the streetscape design requirements of the Heart of the City Specific Plan. D. Planting of two specimen oak trees flanking the driveway entrances to the development along Stevens Creek Boulevard as replacements for the removal of the existing dead specimen oak tree. E. Existing and Ash trees along Vallco Parkway shall be retained to the maximum possible as deternuned by the City Arborist. 38. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not liinited to: inspection to confirm that the landscaping and ii-�-igation system are installed as specified in the landscape and iirigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or iun-off that causes overland flow, and preparation of an iirigation schedule. 14 � Resolution No.12-098 The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 39. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 40. SOIL ANALYSIS REPORT A soils analysis report shall document the various characteristics of the soil (e.g. texture, infiltration rate, pH, soluble salt content, percent organic matter, etc) and provide recommendations for amendments as appropriate to optimize the productivity and water efficiency of the soil. The soil analysis report shall be made available to the professionals preparing the landscape and irrigation design plans in a timely manner either before or during the design process. A copy of the soils analysis report shall be submitted to the Director of Community Development as part of the landscape documentation package. 41. LANDSCAPE AND IRRIGATION MAINTENANCE AGREEn'�NT Prior to final inspections and final occupancy, the owner(s) of the propei-ty shall enter into a foimal written landscape maintenance agreement with the City. The City shall record this agreement, against the property or properties involved, with the County of Santa Clara Recorder's Office and it shall be binding on all subsequent owners of land seived by the proposed landscape. The landscape maintenance agreement shall require that modifications and maintenance activities not alter the level of water efficiency of the landscape from its original design, unless approved by the City prior to the comrriencement of the proposed modification or inaintenance activity. 42. TREE REMOVAL A. The applicant is approved to reinove a total of 61 trees and relocate 17 trees on site in accordance with the City Arborist's report prepared by David Babby and dated Apri130, 2008. Although the applicant is requesting approval to remove these trees in accordance with the City Arborist's recommendation, the intent is to retain as many of the existing perimeter sheet 15 Resolution No.12-098 trees for the remaining life of such trees where they are not considered dead or do not require immediate removal. B. The applicant shall be required to replace the Aleppo Pine tree (Tree No. 113) that was removed in accordance with the City's Protected Trees Ordinance (Chapter 14.18 of the Cupertino Municipal Code). C. For any trees that are removed due to hazardous conditions, are considered dead, or die as a result of relocation, the applicant shall be required to obtain a tree removal permit and replace these trees in accordance with the City's Protected Trees Ordinance. D. For any trees that require removal due to construction plan drawing changes and/or construction activity, the applicant shall obtain a tree removal permit in accordance with the Protected Trees Ordinance. E. The Director of Community Development may review and approve further refineinents to the tree removal and planting plan based on the approved final land use program for the center provided that there are no significant environmental or visual impacts. 43. TREE REPLACEMENTS Final approval of the required tree replacements shall be reviewed and approved by the Director of Community Development in accordance with the City's Protected Trees Ordinance. The applicant may be able to reduce the number of replacement trees on site, if larger size t�ees are proposed, in accordance with the tree replacement standards of the ordinance. For any additional trees that are removed due to hazardous conditions or are considered dead, the applicant shall be required to obtain a tree removal permit and replace these trees in accordance with the Protected Trees Ordinance. Species and size of replacement trees shall be reviewed and approved by the Community Development Director. 44. TREE PROTECTION As part of the building permit drawings, a tree protection plan shall be prepared by a certified arborist for the trees to be retained. The applicant shall be required to install tree protection measures before and during development in accordance with the City Arborist's report dated April 30, 2008, and in accordance with requirements of the Public Works Department for the preservation of existing street trees. In addition, the following measures shall be added to the protection plan: A. For trees to be retained, chain link fencing and other root protection shall be installed around the dripline of the tree prior to any project site work. B. No parking or vehicle parking shall be allowed under root zones, unless using buffers approved by the project arborist. C. No trenching within the critical root zone area is allowed. If trenching is needed in the vicinity of trees to be retained, the City Arboi-ist shall be consulted before any trenching or root cutting beneath the dripline of the tree. D. Tree protection conditions shall be posted on the tree protection bai-riers. E. Retained trees shall be watered to maintain them in good health. 45. TREE PROTECTION BOND The applicant shall provide a tree protection bond in an amount determined by the City Arborist to ensure protection of trees slated for preservation prior to issuance of grading, demolition or building peimits. The bond shall be returned after completion of construction, subject to a letter from the City Arborist indicating that the nees are in good condition. 16 � Resolution No.12-098 46. TREE REPLACEMENT IN-LIEU FEE The applicant shall pay an in-lieu fee in accordance with the City's Protected Trees Ordinance for any trees that cannot be replaced on site. 47. HEART OF THE CITY DESIGN GUIDELINES A. The project shall comply with the Heart of the City Specific Plan development standards and design guidelines in effect at the time of project approval. B. If any portions of the buildings on the Master Use Permit site plan do not meet the minimum setbacks per the Heart of the City Specific Plan, the applicant must either inodify the building setback or obtain approval of an Exception application to the Heart of the City Specific Plan. 48. SOUTH VALLCO NIASTER PLAN The project shall comply with the South Vallco Master Plan. Prior to release of building permits for Phase 1 of the project, the final boulevard plan along Vallco Parkway shall be reviewed and approved by the Director of Community Development. The applicant shall make reasonable efforts to contact adjacent property owners to show iinprovement plans including, but not limited to the specific lighting, sidewalk furniture, and landscaping treatments to be consistent with the vision of the South Vallco Master Plan. 49. CREEK TRAIL IMPROVEMENTS The applicant shall contribute an amount not to exceed $65,000 to the improvements of a trail connection along Calabazas Creek from Vallco Parkway to I-280. This contribution shall be used by the City to administer a creek trail plan and necessary approvals and improvements. If this fund is not used within five years of the project completion, then it shall be returned to the applicant. 50. PARK AREA ALONG METROPOLITAN A approximately 0.55 acre park area shall be maintained along the western property line adjacent to the Metropolitan mixed-use development. A minimum 20-foot wide landscape buffer shall be provided along the western property line adjacent to the Menopolitan mixed-use development; the landscape buffer shall be included in the acreage of the park. The design of the park area shall include but not be limited to passive recreation apparatuses, such as a tot lot and sitting areas. The Parks and Recreation Commission shall review the park design and shall refer its reconunendation to the City Council for review and approval. The linear green space park buffer parallel to the eastet-n property line of the Metropolitan nuxed use development shall be installed prior to issuance of building occupancy of any building constructed adjacent to this property line. 51. SECURITY PLAN FOR PARKING GARAGE The applicant shall develop a comprehensive private security plan for the entire development encompassing pah-ol hours, manning levels and frequency, closed circuit cameras in the parking garage, and adequate lighting levels. The plan shall be prepared by the applicant and approved by the Sheriffls Department prior to final occupancy. 52. PARKING GARAGE NOISE NIITIGATION The parking garage floors shall be treated/coated with materials as deemed appropriate by the City to lessen the noise impacts of vehicle movements. 53. RESTAURANT ODOR ABATEMENT 17 � Resolution No.12-098 All restaurants shall install odor abatement systems to be incorporated into the air handling systems to reduce the odor impact from the restaurants to the adjacent community. Detailed plans shall be reviewed and approved by the Community Development Deparnnent prior to issuance of building permits. 54. SCREENING All mechanical and other equipment on the buildings and site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 55. TRASH AND DELIVERY ACTIVITIES A detailed refuge and truck delivery plan must be prepared by the applicant. The plan shall specify locations of trash facilities, refuge pick up schedules and truck delivery schedules and routes. All trash facilities must be screened and enclosed to the satisfaction of the Public Works Department. The final plan shall be submitted to the City for review and approval prior to issuance of building pennits. All deliveries shall comply with the mitigation measures provided in the Mitigation Monitoring and Reporting Program prepared by David J. Powers and Associates dated January 2009, except as may be modified by the 2012 Addendum to the Final Environmental Impact Report(EIR). 56. CONSTRUCTION MANAGEMENT MEETING Prior to commencement of construction activities, the applicant shall arrange for a pre- construction meeting with the pertinent departments (Building, Planning, and Public Works) to review the applicant-prepared construction management plan. 57. CONSTRUCTION NIANAGEn'IENT PLAN A construction management plan shall be prepared by the applicant and approved by staff prior to issuance of building permits. During Phase 1 and 2 of the construction, staging of consn-uction and equipment shall occur as far away from any residential property as possible. The applicant shall also provide a construction manager hotline phone number for residents of the adjacent Metropolitan condominium complex to call for construction related activities on the project site. The hotline number shall also be posted on the project site and at the Metropolitan condominium complex. Said construction management plan shall also provide the following: A. Construction Vehicle Access and Routing B. Construction Equipment Staging Area C. Dust Control (Best Management Practices) D. Hours of Operation E. Street Cleaning Schedule and Program 58. DUST CONTROL The following constiuction practices shall be implemented during all phases of consti-uction for the proposed project to prevent visible dust emissions from leaving the site: a) Water all active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas 18 � Resolution No.12-098 adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b) Cover all trucks hauling soil, sand and other loose materials or require all trucks to maintain at least 2 feet of freeboard; c) Pave, apply water at least three times daily, or apply(non-toxic) soil stabilizers on all unpaved access roads,parking areas and staging areas at construction site. d) Sweep streets daily, or more often if necessary (with water sweepers) if visible soil material is carried onto adjacent public streets. e) The applicant shall incoiporate the City's construction best management practices into the building permit plan set. � The applicant shall comply with the above dust control requirements unless otherwise indicated in the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) dated March 2012 as identified in the 2009 Final EIR and as modified by the 2012 Addendum to the Final EIR. 59. NOISE 1l�IITIGATION The project and retail operations shall comply with the City's Community Noise Control Ordinance (Chapter 10.48 of the CMC), unless otherwise indicated in the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) dated March 2012 as identified in the 2009 Final EIR and as modified by the 2012 Addendum to the Final EIIZ. In addition, the following mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: a) Delivery trucks shall be turned off while unloading products at the loading dock. b) Construction equipment shall be have quiet design features, be well-maintained, and have a high quality muffler system. c) Temporary plywood enclosures shall be erected around stationary equipment that produces excessive noise at nearby receptors. d) Unnecessaiy idling of machines when not in use shall be prohibited. e) Good maintenance and lubrication procedures shall be used to reduce operating noise. 60. GREEN BUILDING The applicant shall obtain LEED certification designation for the hotel, office and loft residential rental housing buildings in accordance with the U.S. Green Building Council standards and the City's Green Building policies. The applicant shall also design the athletic club (if developed) and retail buildings to LEED certification standards, but will not be required to certify these buildings as LEED certified. The applicant shall also provide solar hot water heating for any pools provided on the proj ect site. 61. TRANSPORTATION DEMAND MANAGEMENT The applicant shall cominit to implementing a transportation detnand manageinent (TD1V� plan incoiporating solutions as indicated in the mitigation measures identified in the Mitigation Monitoring and Reporting Program (MMRP) dated March 2012 as identified in the 2009 Final EIR and as modified by the 2012 Addendum to the Final EIR, that may include parking cash-out and eco passes for employees, valet for customers and off-site parking options. The TDM plan including the projected funding shall be reviewed and approved by the Director of Conununity Development Director prior to issuance of building permits. , 19 Resolution No.12-098 62. UTILITY STRUCTURES All new utility structures shall be located underground or screened from public view to the satisfaction of the Director of Community Development and Public Works. 63.DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official and shall meet the mandatory requirements of the Cal Green Building Code. The applicant shall provide evidence that materials will be recycled prior to issuance of final demolition permits. 64. CONSULTATION VVITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 65. NOTICE OF FEES,DEDICATIONS,RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 66. PUBLIC ART The applicant shall provide public art in accordance with General Plan policy 2- 66. Public art shall be installed on the project site prior to final occupancy of the last building completed in the first phase. The public art shall be valued at a minimum of one-quarter percent (1/4%) of the total project budget, not to exceed$100,000. The applicant shall submit a public art plan to be reviewed by the Fine Arts Commission prior to installation of the public art. 67. CIRCULATION PLAN Prior to issuance of building permits, the applicant shall provide an auto,bike and pedestrian circulation plan. 68. SHERIFF SUBSTATIQN The applicant shall add a Sheriff's substation on site. The applicant shall work with staff on the appropriate location and size of the substation. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPT. These conditio�zs are not i�7te�zded to be exlzaustive. Additional corzditioTZS�nay need to be addf�essed, pYior to issuance of a building peY�nit, based on pote�ztial nzodifrcations to the site's usage and/or layout. 69. STREET VVIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 20 Resolution No.12-098 70. CURB AND GUTTER IMPROVEn�NTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 71. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height pernutted by the zone in which the site is located. 72. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 73. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropi-iate. 74. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post- development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), low impact development facilities, or other approved means, to reduce the amount of runoff from the site and to improve storm water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes or storage structures) as necessary to avoid an increase of one percent flood water surface elevation of the culvert to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. Hydro-modification measi.ues may be required as directed by the Municipal Regional Permit. 75. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall subnut detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 76. IMPROVEMENT AGREEAZENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storni drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction pei-mits Fees: a. Checking & Inspection Fees: 6% of Off-Site Improvement Cost or $4,101.00 minimum 21 Resolution No.12-098 b. Grading Permit: 6% of Site Improvement Cost or $2,387.00 minimum c. Development Maintenance Deposit: $ 3,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: $8,052.00 g. Park Fees: $per Municipal Code (or an equivalent park land dedication) h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor &Material Bond: 100% of Off-site and On-site Improvement On-site Grading Bond: 100% of site improvements. -The fees described above are iinposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 77. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible fiom public street areas. The transformer shall not be located in the front or side building setback area. 78. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 79.DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with California Water Services Company for water service to the subject development. S0. NPDES CONSTRUCTION GENERAL PERMIT The developer must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of constitiiction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 81. C.3 REQUIREMENTS The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for stoim water treatment, on the tentative map, unless an 22 Resolution No.12-098 alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All stornl water management plans are required to obtain certification from a City approved third party reviewer. 82. FULL TRASH CAPTURE SYSTEM The developer will be responsible for installing a full trash capture system/device to capture trash from the onsite storm drain before the storm water reaches the City owned storm drain system. A full capture system or device is a single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design neatment capacity of not less than the peak flow rate Q resulting from a one-year, one-hour storm in the sub-drainage area (see the Municipal Regional Permit section C.10 for further information/requirements). 83. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 84. ��VORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 85. TRAFFIC SIGNAL IMPROVEMENTS The developer shall agree to fund up to $300,000 for the puipose of installing a traffic signal at Finch Avenue and Vallco Parkway as well as for making traffic signal improvements at the Stevens Creek Boulevard and Tantau Ave intersection. The developer shall also submit a bond for this puipose which will be released 5 years from the date of project occupancy. 86. TRAFFIC NIITIGATION AT VVOLFE ROAD AND VALLCO PAI2KVVAY The developer shall mitigate for traffic impacts at Vallco Parkway and Wolfe Road by implementing one of the options stated in the Environmental I�npact Report for Main Street Cupertino per the approval of the City Engineer. 87. TRAFFIC n'IITIGATION AT HOn�STEAD ROAD & LAWRENCE EXPRESSWAY The developer shall agree to submit their fair-share cost of up to $400,000 to improve Homestead Road at Lawrence Expressway according to the direction of the City Engineer. The fair-share contribution to the County will be dependent on the amount of traffic generated by the approved Plan. In the event that a Plan is approved that has reduced traffic impacts, the same formula would be used (calculating the percentage of traffic the project is adding to total growth between background and cumulative conditions). The cost shall be submitted to the County of Santa Clara in the form of a bond or cash deposit prior to the City issuing building pennits, with the proviso 23 Resolution No.12-098 that the funds be committed to this specific improvement in accordance of section 66000 et. seq. of the California Government Code. 88. PUBLIC ACCESS EASEMENT The Developer shall provide, to the satisfaction of the City Engineer, a public access easement across the site, over the park and over the town center. The easement, including for vehicular and pedestrian travel, shall link Stevens Creek Boulevard with Vallco Parkway, the park and the town center. Public access easements shall include access for both vehicular and pedestrian travel, and shall be shown and recorded on the Final Map. All of the internal roadways shall have a public driving and parking access easement over them. Public access areas may not be closed off without the consent and approval of the Public Works Department, and shall be governed by the Joint Use Agreement recorded within the project's Covenants, Conditions and Resti-ictions (CC&R's). The public access easement shall be subject to approval by the City Attorney. The public access easement shall contain a provision that they may not be modified without the express written approval of the City. 89. PEDESTRIAN IMPROVEMENTS The developer shall provide pedestrian improvements along the property frontage, including crosswalk improvements at adjoining intersections. Final crosswalk improvement plan shall be reviewed and approved by the City Engineer. 90. BUS STOP LOCATION The developer shall improve bus stops on Stevens Creek Boulevard along the project frontage and the ixnmediate vicinity of the project site to the satisfaction of the City Engineer; this may include consistent shelters for the bus stops,but will not include duck outs or relocation of the bus stops. 9L TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Unifoim Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 92. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 93. TRAFFIC CALMING The developer shall agree to fund up to $100,000 for the puipose of mitigating traffic impacts in the adjacent neighborhoods resulting from the project for a period of 5 years following project occupancy. The developer shall submit a bond for this purpose which will be released 5 years from the date of project occupancy. 94. En'IERGENCY VEHICLE PREEMPTION FUND The Developer is required to pay$15,000.00 to fund three Emergency Vehicle Preemption devices for traffic signals at the adjacent intersections. 95. BICYCLE PARKING 24 , Resolution No.12-098 The developer shall provide bicycle parking consistent with the City's requirements to the satisfaction of the City Engineer. 96. OPERATIONS & MAINTENANCE AGREEMENT The developer shall enter into an Operations & Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 97. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 98. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 99. STREET TREES Street trees shall be planted within the Public Right of Way and shall be of a type approved by the City in accordance with Ordinance No. 125. 100. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 101. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before recordation of the final map. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 102. STREAI�ZSIDE PERIVIIT Pi-ior to issuance of a building permit, the developer shall provide plans and information that satisfies the requirements of the Stream Side Perniit as set forth by the Santa Clara Valley Water Resources Protection Collaborative. These items include, but are not limited to, topographic survey, specific measures to protect streams and/or waterbodies from water quality impacts, coordination with all interested jurisdictional agencies, etc. 103. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitaiy District prior to issuance of building permits. 104. SANTA CLARA COUNTY FIRE DEPARTl�'fENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Departinent prior to issuance of building perniits. 105. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and Califoinia Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 25 Resolution No.12-098 106. CALIFORNIA WATER SERVICE COMPANY CLEARANCE Provide California Water Service Company approval before recordation of the final map. 107.CALABAZAS CREEK INSPECTION The developer agrees to have all bays of the Calabazas Creek Culvert, from Stevens Creek through Vallco Parkway, inspected and videotaped prior to start of any construction on site. An inspection report and 2 copies of the inspection video are to be provided to the City prior to issuance of a permit to begin any work on site. The developer is responsible for coordinating with and obtaining and permits from the Santa Clara Valley Water District prior to beginning inspection operations. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this 4�day of September 2012,by the following vote: Vote Members of the City Council AYES: Santoro, Mahoney, Chang, Sinks, Wong NOES: None ABSENT: None AB STAIN: None ATTEST: APPROVED: /s/Grace Schmidt /s/Mark Santoro Grace Schmidt Mark Santoro City Clerk Mayor, City of Cupertino 26 Y ' � ' Attach�„ant 4 -ASA Package Descriptions L C a � u e 0 a � M 0 a m � 0 � s 0 e e m Y IVIAIN STREET CUPERTIf�O - ASA PACKAGE DESCRlPT�ONS December 13, 2013 The foliowing summary describes the buifding designs as they have evolved after the approva! of Main Street Cupertino (project plans dated 12/22/201 1) by the City Council of the City of Cupertino (resolution No. 12-098). Designs incorporate responses to Conditions of Approval, on-going coordination wifih City departments, and responses to specific comments and di�ections from the Planning, Public Works, and Building departments. The following descriptions are meant to supplement the plans, elevations, color plans and material boards being submitted for ASA/DRC review. SITE PLAN Through the planning review process the Site Plan went through various modifications,with the final approved plan being dated 9/4/20I2. The current Site Plan is consistent with the approved pla�, but has been rnodified and improved through on-going coordination and reviews by the Planning and Public Works Departments. The Main Street Cupertino development creates a truly dynamic environmenfi that esfiablishes q new downtowr� for the City of Cupertino. The landscape plazas and gathering spaces provide beautiful and funcfiional outdoor environments that supporfi the Northern California lifestyle. The landscape development includes a Town Square for public and private recreational gatherings and cefebrations, a Retail Village with restaurant plazas for oufdoor dining ai�d a variety of shopping experiences, a communiiy park with links to the surrovnding communities, a vibra�t Hotel Courtyard rich wifh amenities. New office huildings anchor the development, with outdoor plazas for employee use. The Lofts Apartments provide vibrant retail and clubhouse plazas, activating the surrounding sfireet fronfiages. -: �-�.,_-, � _l ? �_� ' r r' II ;� ��f '�— L'� ta L' �'�� j il �� !� 1�u �r C � 6 'lGi;t � ' - �� '�.-�—.---..---v,�.—_._.....-- �� .... � • � The entire development is set in a new urbanized streetscape, with sophisticated qttention to detaif for the project services, with many innova�ive sustainable features included throughout the community. The planting design provides interest throughout the year, with spring flowers, summer shade, fa!! leaf color, and interesting textures and foliage interest in the winter. Pfantings include layers of foliage and texture to provide year round interest. Plantings are drought toleranfi, and are to be irrigated with high efficiency drip and bubbler irrigation sysfiems and efficient spray heads, with sophisticated irrigation controllers, allowing the project to exceed the City water use efficiency standards for the project. Town Square This plaza has been carefully designed with a rich palette of materials to supporf a wide variety of communifiy ga#herings and activities. Large permeable paving areas, outdoor cafe dining, built-in wood benches, festive lighting, a wood deck stage, public art and large specimen trees create a space that wi11 feel we{1 established and wefcoming as the focal point of the Main Street development. The Town Square is central to all of the surrounding land uses, making it an activated crossroads for all of Main Street. Main Street is enriched with coforful interlocking paving stones, and is designed so that a portion of ihe surrounding street can be closed for special events, further enhancing the event programming opportunities for this central space. Retail Villaqe The village consists of several themed plaza sprces and intimate dining pa�io spaces for use by restaurant guests and as social meeting spaces for the Main Street crowd. Amenities include outdoor firenlaces, fout�tains, sculptural courtyard walls, festive lighting, a community dining table, crushed stone plazas with flexible seating, and ccrfe dining patios. Vines compiiment the building arcades, and festive lighting animates the plaza trees. The Flex retail space has ample walkways around the buildings to allow for rnerchants to disp4ay their goads. Office Plaza The office buildings share a parking court that is s�aded with an orchard of trees. Enhanced paving in the drives reinforce the urban quality of this space, with iormal plantings qnd architec#ural lighting completing the pedestrian walkway experience. Patios are provided around the site to dllow employees to enjoy the outdoor environment, for meetings, dining and recreational purposes. Hotel The location of the hotel on t1�e 7own Square helps to acfivate the public spaces around the site. Guests will also enjoy a private garden courtyard space, which is appointed with an outdoor fireplace, fountain, BBQ space, and a treflised reading room for relaxation and socializing. Garde�-�s throughout the courfyard make the space truly inviting, with rich groves of Bamboo, flowering shrubs and vines. There is even a place for dogs to relax! Plazas are provided for the meeting room spaces, and an outdoor bar terrace further activates the wal[cway with canopy lights shared with the Flex refiail space. LoftS Apartments and Retail Retail stores and restaurant piazas front onto the Town Square, creafiing a vibrant relationship with the Hotel and Retail Village shops. The clubhouse and community uses, along the Main Street and Vallco frontages, furfher carry this vibrant energy around the building with seqting areas and patios that extend fhe interior uses to the public spaces. The interior courtyard is well appointed with comfortabfe seating areas and ac�ive amei�ities throughout the s.pace, including a movie project wall, fireplace, turf play area with sculp#ural overhead canopy shade, and community outdoor cooking and dining areas. The space is articulated with a sculptural curved wall with windows into the surrounding garden planting. An outdoor "workspace" is also provided �o extend the life of the community to the garden environrnent. An upper terrace over the lobby 5pace hefps articulate the building entrance, and creates a dynamic gathering s�ace overlooking the p(aza below. Festive lighting ai�d lush planting make the courtyard a truly desirable space for residents to enjoy. Communitv Park The park space creates a vifal pedestrian link with the surrounding residentiaf communities, and will be a i�ub of activity for the retail shops, restaurants, and community events in c� lush landscape setting. Existing Redwood trees will i�emain in this space, and new Redwood frees will be trarrsplanted into the park to provide a mature landscape appeara��ce. The park features seating areas and a large fawn area gently sloped fio form a natural amphitheater space. A dog run is provided next to the park for residents and their pets to enjoy together. Streetscape The perimeter of the entire site will be provided with a new public sidewalk and a double row of street trees. New crosswal�s will connect #he site to the neighboring properties on Stevens Creek 8oulevard, Tantau Avenue, and across Vaflco Parkway, enhancing the pedestrian experience in the area. Street trees, including exisfing � Ash ti�ees, new Ash trees, and flowering Aristocrat Pear trees will provide shade for these new sidewalks. Specimen Oak trees frame the project entrances on Stevens Creek Bou(evard and Vallco to Main Street and the Town Square, and at the main entrance to the Office Plaza. Special landscape planting and a wood seating deck / art pe�desfal create a Gateway Plaza at t1�e corner of Stevens Creek and Tantau, providing a rich setting for a gateway sign feature that wilf be placed at this corner. New median island landscape will further enhance the existing median landscape on Stevens Creek, and will improve the appearance of the Vallco streetscape experience SHOPS 3, 4, &5, PAD 3; Clock Tower The CLOCKTOWER serves as the focal beacon within the retail complex. Its design is reminiscent of historic agricultura( towers in the area and features stone cladding with board 8� batten siding at the tower's terminafiion. Roofing of the tower is slate tiles and wood rafter tails at the roof eaves add interest as viewed by pedestrians. PAD 3 is a small pavilion-style retail shop, with stone walis hqving large storefront areas which can be fulfy opened to create an indoor-outdoor atmosphere. It has a slate tile gable roof with exposed wood rafters. Reiractable fabric awnings punctuate the glass storefront. SHOPS 3 and 4 are essentially mirror images of each other with a pedestrian entrance p[aza in between serving as a link from Stevens Creek Boulevard to the Main Street. Identica! in their design detailing these shops are placed east and west of the ciock tower. These buildings provide full height glazing on all sides of the buildings, including Stevens Creek Boulevard, to allow for retail entries on both the street side and plaza side. This further supports the outdoor seating opportunities that have been created along Stevens Creek Blvd. The "heart of the city" design approach is taken, which includes an "acfiivation" of the Stevens Creek elevation by di�ferent design treatments such as true storefront and entrances, pilasters and trellises. The pedestrian plaza, between SH�PS 3 and 4, is accented by an inviting fireplace with trel�ises on Stevens Creek side and leads to a decorative c�ock tower as a focal poinfi. On interior side {Main Street) SHOPS 3 and 4 are connected by continuous trellises and comprehensive hc�rdscape and landscape areas for seating areas. These buildings incorporate board 8� batten siding, covered arcades with stone columns and �vood beam detailing, gable roofs, and stone-clad entry features. Wood trellises punctuafie windows at end walls. As at SHOPS 5, the �rash enclosure has stone cladding to match the stone columns and entry features, as well as wood doors. Festive lights span the promenade leading to the ciock tower. The revised design of SHOPS 2 and SHOPS 5 use design elemen#s, color and rnaterials thafi are harmonious and cohesive with SHOPS 3 and 4, Pad 3 and the CLOCKT�WER, but are a unique transitional design between the office building and future major design style. SHOPS 2 is a future "Lazy Dog" restaurant. The design of the building is unique but consistent in style, colors and material use with Shops 3 and 4. The design of this building is not a part of this ASA package and will be submitfied later. SNOPS 5 is a small stand-alone building. Although the main entrances are locatec{ on�y on the east side, the building has storefronts facing all four sides. High quality materials are proposed such as si-one on all walls, wood board & batten siding at the upper walls, wood trellises, and aluminum clad awnings. A detailed wood fascia and wood trim boards add definition and scale. The trash enclosure at SHOPS 5 is clad in stone and has wood gates, complementing and blending with the building's design. The height and massing of the revised Shops is consistent with previously a�proved pfans, dnd design features. PAD 1 8� PAD 2 PAD 1 and PAD 2 buildings are located in the Town Square. These small pavilion- sfyle structures terminate the ends of tl�e Town Square and presei�t a simple, oper� and modern pavilion, with the emphasis on transparency, v�ithin this active, public space. PAD 1 �vith its folding glass walls allows fihe building to open up to form an indoor- outdoor retail space. Cement plaster walls have a largs-forrnat cut stone base. Awnings are metal framed with a(uminum panels. An aluminum screen feature at the roof supports distinctive signage identifying Main Street. PAD 2 is clad in large format cut stone, matching the base on PAD 1. Large expanses of folding glass storefront follow the design approac� of PAD 1 . Aluminum clpd canopies and roof parapet present a modern appearance. As on PAD 1, a distinctive signage feature identifying Main Street is supported at roof level by a screen feature. RETAIL/OFFICE BUILDINGS FLEX 1 & 2 New RE1'AIL/OFFICE FLEX 1 and REi'AIL/OFFECE FLEX 2 are both two-story buildings connected to each other, and to the garage beyond, by a prominent Tower element with lobby and elevators. A Sherrif's Substation will be centrally focated on Main Sfreet, in fihe southeasfi corner of FL�X 2. The design includes breaking up wall elemenfis into different facades, multiple storefront modules with various designs, rnaterials and details. 7he two buildings have quite differenfi architectural expressions; FLEX 1 has the character of an open marketplace in a rural/traditional setting. FLEX 2 expresses a more contemporary, urban refail character. The tower of the Parking Structure forms a transitional link between the two. Mafierials of the one-story portion of FLEX 1 include stone veneer �valls, a precast stone cornice at the roof and large rollup glass doors on 3 sides. This space can become an open marketplace, enhanced with a trellised arbor for tables and chairs. The fiwo-story portion presenfs a more Deco expression with sfiucco walls, reveal joints at columns, aluminum and glass entry canopy, and metal accent framing at the signage elem�nt. On the north wall is tl�e location for a mural of historic Cupertino imagery. Design elemenis on this module of FLEX 1 are complementary to design features on the Parking Structure. Large glass rollup doors on the north and south facades provide for the same open marketplace retail sefiting as at �he one-story portion. FLEX 2 is a series of 26 to 30-foot modules, reflecting a traditional "dowt�town" building pattern, but expressed in more contemporary detailing. Stucco walls are accented with aluminum horizontal fin screens, large storefront windows at the second floor and continuous glass storefront at the ground floor. Second floor window groupings are accented by metal blade awnings. Horizontal wood board sunscreens and siding bring warmth to the facades and make a visual tie to wood features on the other retail buildings across Main Street. Metal canopies are fec�tured at both ends of FLEX 2, and a metal fascio is featured on one af the taller modules. The entry element/signage for the Parking Structure spans from .FLEX 2 across the driveway entry. Its metal screen supporting structure compliments both the Deco elements of t1�e Parking Structure and the contemporary archifectural expression of FLEX 2. SHOPS 7 & SHOPS 8 During design development process and planning review, there was an inferest in in#roducing a different building design style to the different areas of the site for variety, interest and future tenant identity. As a result, the design of SHOPS 7 and SHOPS 8 represents the appropriate retail/restaurant building design to compliment t'he design dnd scale of the Ho#el on the other side of Town Sqvare. Both buildings are broken into different fa�ade elements, modules with various designs, materials and details. This creates an illusion of multiple separate buildings, in the spirit of a traditional "downtown" shopping sfireet vernacular. SHOPS 7 is defined in 40-foot modules, each with a unique character. Stucco with horizontal reveal joints and a stone base is used for one module. Adjacent, the module has large cut stone veneer walls with upper level of sfiucco. Casf stone accents and frarned metal awnings add interest. The third module is brick veneer with soldier-course accents and fabric awnings. At the north walf, which defines the pedestrian Eink from Town Square to the public park, accent stone medallions are incorporated above storefront windows. SHOPS 8 is defined in modules of 30 and b0 feet. The module adjacent to SHOPS 7 mirrors the brick fa�ade treatmenfi with fabric awnings. A central 60-foofi module has the detailing and praportions of a "traditional downtown" building which would hc�ve had shops below and offices or aparfments above. Wa11s are stucco finish with reveal joints. The first level of storefront is proportioned to have retail windows with clearstory sections above. Upper windows are smaller and simplified to give the €eeli�g of second floor uses, although there is no second f(oor. Interior spaces in this module will be lofty and create a special r�tail experience. Fabric awnings punctuate entrances on the east fa�ade and provide shade for laroe west-facing storefronts. The third module is a very quiet expression of stucco walls with horizontal reveal joints, large storefront �tiindows, afuminum-clad parapet, and large fabric awnings. The free-standing trellis between SH�PS 7 and 8 serves as a pedestrian link between Town Square and the public park. Both refiail buildings have storefronts facing both the public park and Town Square, so that both facades will be activated. A free- standing trash enclosure adjacent to SH�PS 7 consists of spaced metal slats in a steel frame, for consistency with the metal canopies on the adjacent shops. SHOPS b SHOPS 6 is a stand-alone building not originally included in planr►ing set approved in December, 2011. Its design evolved from discussions with Pianning Deparfment regarding style, size, height, colors and maTerials. SHOPS 6 could accommodate a single tenant, particularly due to its location at the main site entrance from Stevens Creek Boulevard. While the entrances would be iocated on the north and east fa�ades close to the Main Street, the south facade will have large storefront areas which wouid visually er�gage the public with activities within the building. Archifecturally, SHOPS b is of simple, modern design with overlapping wall plcanes of horizontal tongue & groove wood siding and stucco. Awnings are metal framing with pre-finished metal panel cladding. Exterior walls terminate at a pre-finisf�ed aluminum cap flashing. Storefront system is clear anodized aluminum wi�h large panels of clear glazing. Adjacent to SHOPS 6 is the trash compacting center for the development. The compactors are screened from view by wqlls and gates which match the horizontal wood siding on the buifding. The compactor enclosure has been designed ta appear as an extension of SHOPS 6. fn addition, a transformer has been located behind the screen wall, so it is not visible from Steve:�s Creek Boulevard or other public spaces. SHOPS 1 SHOPS 1 could accornmodate a single tenant, due to its location at the secondary entrance from Stevens Creek Boulevard �vhich also serves the OFFICE buildings. The main building entries are located on the norfh and east fa�ades, forming a relationship to the O�FICES. Both the south and west facades have large s#orefront areas which wou{d v�sually engage passers-by on Stevens Creek. The design of SHOPS 1 is reflective of and comp[ementary to the design of SHOPS 6 at the western end of Main Street. It has the same simple, modern design with overlapping wail planes of horizontal tongue & groove wood siding and stucco. Window canopies are metal framing with pre-finished metal panef claddir�g. Exterior walls terminate at a pre-finished aluminum cap flashing. Storefront system is clear anodized aluminum with large panefs of clear glazing. SHOPS 1 provides an elegant punctuation to the easterly entry drive to Main Street, and relcstes to the modern design elements of the OFF{CE buiidings as well as to FLEX 2 across the corner. �FFICES t & 2 These buildings have been detailed to meet requirements of the "Heart of the City" ordinance by: • stepping back upper floors to avoid encroachment into setbacks; • articulating fa�ade elemen#s by using different window treafiments, multiple arcades, decks and materiai changes; � placing emphasis on the main entrances by increasing the height of the entry towers, introduc�ng a curtain wall window system, and providing large glass canopy at entry doors. Each bi�ilding is 4 stories in height. These office buildings could house a single tenant or muitip)e tenants. 8y placing the buildings at 90 degrees to one another, the first and second floor arcades form a continuous feature visible from Stevens Creek and create a fiermination to ihe view down Main Street frorn the retail shops. The hip roof of the arcade #ransitions to the 3�d and 41h floors, which are stepped back; this roof also helps to reduce t�e apparent height of the buildings. 1Via#erials used in OFFICE 1 & 2 are stucco walls with horizontal and vertical reveal joii�ts, GFRC trim, horizontal wood tongue & groove siding and decorative metal guardrails at terraces. Hip roofs ar►d roof screens are "mission" clay tile, except a# the entrance towers which have standing seam metal roofs as accent. Each building has a trellis feature at the ground floor to add detail and pedestrian scale. 7he arcades and terraces a# the 2nd and 3�d floors provide areas for office tenants to enjoy, and also allow for interac#ion between the office buildings and retail spaces. Differing configurations of windows creates interest on the facades and brings scale to OFFICES 1 & 2. Verticality is only emphasized at the main towers, where a window wall system creates a feature at the primary entries, along with a large steel and glass canopy. Introducing horizontal wood siding throughout the fa�ade, a warm character is developed as well as creafiing a connection to wood siding on the Retail buildings. Wood siding is also used on the trash enclosure near OFFICE 1. The retail in the office buildings is intended to be ameni#ies for the ofiice user{s�. Each office buifding will have a small retail/activity space to supporf a cafe, retail, marketplace with to-go food, or exercise facility. Those areas will service the office tenants only because of the sensitiviiy by office tenants to operating in a secure and contro.11ed environment. PARKING STRUCTURE The PARKING STRUCTURE has 9 levels: 3 underground, 1 at ground level and 5 levels above the ground levei. The parking spaces in the structure will serve the Retail buildings, fhe Office buildings and the Hotel. Future Loft Apartments will have an underground garage constructed as part of fihat project. From the original design, the PARKING STRUCTURE has been enhanced to be rnore compatible with the design concepts of Main Street Cupertino. Specificaliy, the entrance tower was revised fio be not only more distinct and prominent, but also consistent with design elements and materials of the FLEX 1 and FLEX 2 buildings. The lower portion of the tower Multiple levefs of detailing on the perimeter fa�ade columns create scale and efiminate bulkiness. Large format tile at the base of colvmns adds variety. Wrought iron decorative railings and open stairs add interest. At the ground floor and at the stair towers, openings are enhanced by chevron-pattern metal infill elements. From the ground level to the 2�d level, the fa�ade has additional column features to reduce #he apparent scale. Stair towers, large decoralive columns and sub- columns are painted lighter than the basic structure io create a rhythm and break up the long facades. Large concrefie shear walls on the perimeter of the PARKING STRUCTURE provide locations for gra�hic panels to be installed. Design of the graphics is to be determined in conjunction wifih City input as to style and subject matter. The south fa�ade of the �ARKING STRUCTURE is effectively screened by the FLEX 1 & 2 buildings, which form a transition to N�ain Street. MATERIAL BOARD We have provided a material board v�ith all of the proposed project's physical samples. The Material Board includes all colors and materials being used, and reflecfis all changes and revisions to building design. � A�_�chment 5 - Landscape Narrative THE GUZZARDa PARTNERSHIP�ntc. Landscape Architects• Land Planners � 181 Greenwich Street ' 1 San Francisco,�A 9411 t � T 415 433 4672 I. F 415 433 5003 � www.tgp-inc.com •I I Main Street Cupertino � I I ASA Submittal-Landscape Nar�ative December 11,2013 ' i The Main Street Cupertino devefopment creates a truly dynamic environment that establishes a r�ew downtown for the City of Cupertino. The landscape plazas and gathering spaces provide beautiful and functiona! outdoor environments that support the Northern California lifestyle. The landscape develapment includes a Town Square for public and private recreational gatherings and celebrations, a Retaif Village with restaurant plazas for outdoor dining and a variety of shopping experiences, a community park with links to the surrounding communities, a vibrant Hotel Courtyard rich with amenities. New office buildings anchor the development, with outdoor plazas for employee use. The Lofts Apartments provide vibrant retail and clubhouse plazas,activating the surrounding street frontages. The entire development is set i� a new urbanized streetscape, with sophisticated attention to detail for the project ser�ices, wi#h rnany innovative sustainable features included though out the community. The planting design provides interest throughout the year, with spring flowers, sumrner shade, fall leaf colar, and interesting textures and foliage interest in the winter. Plantings include layers of foliage and texture to provide year round interest. Plantings are drought tolerant, and are to be irrigated with high efficiency drip and bubbler irrigation systems and efficient spray heads,with sophistica#ed irrigation controElers, al{owing the project to exceed the City water use efficiency standards for the project. , Town Square This plaza has been carefufly designed with a rich palette of materials to support a wide variety of community gatherings and activifiies. Large permeable paving areas, outdoor cafe dining, built-in wood benches, festive lighting, a wood deck stage, public art and large specimen trees create a space that will feel well estabfished and we(coming as the focal point of the Main S#reet development. The Town Square is central to ail of the surrounding [and uses, making it an activated crossroads for all of Main Street. Main Street is enriched with colorful interlocking paving stones, and is designed so that a portion �of the surrounding street can be closed for special events, further enhancing the event programming opportunities for this central space. Retail Village The village consists of several themed plaza spaces and intimate dining patio spaces for use by restaurant guests and as social meeting spaces for the Main Street crowd. Amenifiies include outdoor fireplaces, fountains, sculptural courtyard walls,festive lighting, a community dining table,crushed stone plazas with flexible seating, and cafe dining patios. Vines compliment the building arcades, and festive lighting animates the plaza trees. The Flex retail space has ample walkways around the buildings to allow for merchants to display their goods. Office Plaza The office buildings share a parking court that is shaded with an orchard of trees. Enhanced paving in the drives reinforce the urban quality of this space, with formal plantings and architectural lighting compieting the pedestrian walkway experience: Patios are provided around the site to allow employees to enjoy the outdoor environment, for meetings,dining and recreational purposes. Hotef The location of the hotel on the Town Square helps to activate the public spaces around the site. Guests will also enjoy a private garden courtyard space, which is appointed with an outdoor fire place,founta�n, outdoor kitchen space with a grill, and a trellised reading room for relaxation and socializing. Gardens throughout the courtyard make the space truly inviting, with rich groves of Bamboo, flowering shrubs and vines. There is even a place for dogs to relax! Pfazas are provided for the meeting room spaces, and an outdoor bar terrace further activates the canopy lighted walkway shared with the Flex retail space. Lofts Apartments and Retail Retail stores and restaurant plazas frant on to the Town Square, creating a vibrant relationship with the Fiotel and Retail Village shops. The clubhouse and community uses along the Main Street and Vallco frontages further carry this vibrant energy arounci the building,with seating areas and patios that extend the interior uses to the public spaces. The interior courtyard is well appointed with comfortable seating areas and active amenities throughout the space, including a mavie project wafl, fireplace, turf piay area with sculptural overhead canopy shade, and community outdoor cooking and dining areas. The space is articulated with a sculptural curved wall with windows into the surrounding garden planting. An outdoor"warkspace" is also provided to extend the life of the community to the garden environment. An upper terrace over the lobby space helps articulate the building entrance, and creates a dynamic gathering space overlooking the plaza below, Festive lighting and lush planting make the courtyard a truly desirable space for residents to enjoy. Cammunity Park The park space creates a vital pedestrian link wifih the surrounding residential communities, and will be a hub of acti�ity for the retail shops, restaurants, and community e�ents in a lush landscape setting. Existing Redwood trees will remain in this space,and new Redwood trees will be transplanted into the park to provide a rnature landscape appearance. The parlc features seating areas and a large lawn area gently sfoped to form a natural amphitheater space. A dog run is provided next to the park for residents and their pets to enjoy together. ��: _,�.,� .n..._. �. ` �� ,�°�;*� ��,.,f. „ �.. �f+.�� __ ��:��`,�.�.� �` — —_ �,:��.,;�,� �`�'� .�-`�. ...� +�,/� }� . 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MAI N STREET CU PERTI NU SAND HILL PR4PERTY COMPANY CUPERTINO, CALIFORNIA Attachment 6 -Plan Set from 5/15/12 CC Meeting KENNETH RODRIGUES&PARTNERS, UVC 445 N. Whisman Road, Suife 200 Mountain View, CA 94043 Phone: 650.965.0700 Fax: 650.960.0707 NO. 12.559 ,z.z�.,, 02.28.12 CO1.OR& MATERIALS LEGEND ;� S ATE T4E�:)OF HY AMEp�CAN SLATE O�'�. , .��$�,�- �� SlJ►TE iFiE 4UOF 9T AMHtIGAN SLATE JO. 'MC�(1!tLEY iiE�GHTS' �� TWO PIECE C�AY TLE RbOF BY MCA CO,'OLD .�, sacvr�a,�►� &TAtiqt4f,SEN�A IdETAt k1a;f flY BERRKXiF �__, 2WC-COtE' :�� 570NE VENEER&Y EipORqDp STOHE 'SHASTA MT.LEDGE' STpNE YEME�i BY ELDpRA40 STONE ��Z 'CA5TILL0 LIMESTONE' 1 6 1 FABPoC AWNtNG BY SUNBRFI I 1 �-, � RFQWOOG TREL.t.tS,Q EA�t S�iUNED � � �o j WUODTRUSSES.PAYtEUTOA4�TCH0UkN U EDW'ARDS PAIhT5 5'1�ORE5 �� WfJ00 BUARD Ah�SATTEls,VAINTED TU MATCK 9,I OUNN EDWARQS PA:NTS'A10E,�1fC�1 TAN' �.� WOOD SI•,ING.PA NTED TO MArCH DUIaN � � EOYYARDS P�l1h7S'MOENKO�I TAN" � L'Y1iQ0 iRiM.PAINTEC 7Q MAT�N CIUNN � F.OvtiriRD3 AAIATS"5'A+CNiF.S' ',,� Ex'ERfOR t�t�tS?ER$Y$TEi�,PntNfED TO 1dATC�N � OUNN EA WAR�;'i P,i�TS•FRQlT.NG CELrAM' j„� Ex-Er�ro�au.sT�n srs�=_a+�awt�o re u�aTCN I_�J DUNN EDWARDS PA IYi 5-�ua u�r .4 E7C'•°Ei�OR CI�ISTER 5^STE!N PAtNTED TC A*ATCM pUkN EDWAFt�S P�.NiS'GRUShE�C0.SHFVY' ;„ EXTERSaFi RASTER S�'STEN,p�,1tlT'e0 TC AlATLrt � OUNN EDWAR.7S PA:N�S'SFA9plVq�BEt'vE' �6� EX7ERlOR PLASTER S�'STEM PAlNTEO TQ IAATCN OL1NN EiNkAR�JS PA�NTS'CHIAIIMON SFICK^ �i 1NOOD OR RJ.3TFFt T14w,pAIYTED TO MATCH OUNN EDWA►b�S Pr�nITS'(:iNAL1MON S?IC.K" � �VOOD OR FiA&TEa TRtl�I,oAINTEII TO MATCH DUNN EDWARCI6 P�L�NTS'rA'JVhY:a18cR' j� wOnU cm t��srER txw,a�tk�cn rCr�eatcx r_'i DUI�NI EDWAtLci'�3 PA ItTS'C:i!FF�HHGWN' � EX'EftIUR PLltiS�ER S'!STEGI,PhINTED TG MATGN DUNN EDWAR7S PA�NTS'CCYOTE' ,2, c�ass, 22� t��SS 2 � ��STORY WtNDOW 24 ALU�.QI+UM A�ARd�NG �3 �� 26� Hw��!c�+ac;�aY oF c.u��n��o 22 21 � �,�saa�r�� A-��'� _, ,. ;� _��,�::;-� . , _ �- �� .,E. „ �_ ,:�. _;;..._,.,.�,,�, m► •.�,� � _ _ � � 'w +:„� - r� ��.� f �� , .� �a��y �w ,.. � }�' . �,.-+. # « , . ., �' .a� . � �^,� .,�.�,.,w.��F, ��, . °�� t-J-� �r . ;�. � __..._ . � _ ' .. .�.f..w._,.. , . �:� . i 1 � j M ",. � �� _ ` .�-,....��...,.,� ,...��, � , E.�..�.w++.�+.�.+wIIrY.�1�:y�-`�`�` _. : , �� 3 � . _� �,, . - 4 � . .� � � a 17 � . � • �- �.� r�� _�� 14 13 15 ..� . � •' . �—� �: .. 12 ;� ,:,: :- 11 j �� , 1 Zo Sunbrella Fabrics #6 �f t. ; Mahogany Beaufort AlpineiBeige 6 Bar Orange ��i U�iil�� Mediterranean Canvas Block Stripe Pacific Biue Erin Green Havelock Juniper Beaufort Yellow/White 6 Bar Black Smoke � MAl N STRE ET � �, CUPERTiN4 STEVEN'S CREEK @ FENCH CUPERTINO,CA �, PLAN ! DEVELQPMENT SET SAND HIIL PRQPERTY COMPANY 203 REDWOOD StfROES PKWY,STF 240 REDWODO CITY, CA 94065 11 =�v e•�. +s S^�� 3:.r a � �•.`M f.. ,.,,. +l .�.��e ,. .a.... A��! s■ �. :ei M.�+�.�. v •. ' A 1 4 t +�+t G f t_ 4c�s;n-un <r'�rau� �EVxaN 0228.12 •+�o:ect Ho. 22.s5s o�rE ,2.22.,, F»uNN 81 �.J$ S;JUS AS SHOWN a�-et�o av MATERIAL BfJARD ._._ . _ _ A2.a �� Xe�tiN.>_r��D�v',i.ES i rsqTNEl�.a.�,•,� • COLOR& MATERIALS LEGEND � SLATE TILE ROOF BY AMERICAN SLATE CO, 'PIKES POINT' � $LATE T1LE ROOF BY AMERICAN SLATE CO, "MCKINLEY HEIGHTS" aTYVO PIECE CUY TILE ROOF BY MGA CO,"OlD SMlTA BARBARA' � STANDING SEAM METAL ROOF BY BERRIDGE 'ZINC-COTE' �1 18'z 2�'CUT STONE BY iNTERTILE'ROMAN TRAVERTINE' �2 STONE VENEER BY ELDORADO STONE 'NEWPORT COBBLESTONE' � FABRIC AWNING BY SUNBRELUI aREDWOOD TRELUS,CIEAR STAINED � WOOD TRUSSES,PAINTED TO MATCH DUNN EDWARDS PAINTS'S'MORES � WOOO BOARD ANO BATTEN,PAINTEO TO MATCH DUNN EDWARDS PAINTS"MOENKOPI TAN' �Q WOOD SIpING,PAINTED TO MATCH DUNN EDWAROS PAlNTS'MOENKOPI TAN' �� WOOD TRIM.PAINTED TO MATCH DUNN EDWAROS P/UNTS'S'MORES' �Z EXTERIOR PLASTER SYSTEM,PAINTEO TO MATCH DUNN EDWARD3 PAINTS'FROSTING CREAM' �3 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PPJNTS'AJO UlY' 14 EXTERIOR PLASTER SYSTEM,PNNTED TO MATCH DUNN EDWARDS PAINTS'CRUSHED CASHEIM �5 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS SEASONAL BE�GE' �6 EXTERIOR PIASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'CINAMMON STICK' �� WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWAROS PAINTS'CINAMMON ST7CK' �8 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAIMS'TANMY AMBER' �9 WOOD OR PLASTER TRIM,PAINTEO TO MATCH DUNN EDWARDS PAINTS'CUFF BROVNV' Z� EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'COYOTE' 21 Gt.ass 1 � GLASS 2 23 CIERESTORY WINDOW Z4 ALUMINUM AMNING 25 GLASS ROLL UP DOORS 26 HISTORIC IMAGERY OF CUPERTINO i.�0�� _'_"_'_�; .� � .�.q �• ':3-�`� �' I: �f Y n7 Si�� c ��4� f��• `.��'p I- " J �� ±�-'� '��—' A'_ _ WEST ELEVATION +.�i�. �, �... . _. � +24'r-0�' ��"{'.��, 1� 4 Y: .��4�� `: A " y 1�Q�� :�� _. }. 1''�a r' �'� ��= �y�^t� .�, `I^' �x�. �' S t r� : SOUTH ELEVATION ,ea-o• �____� G-_� �_,� I � �I(� --� I 1IIIIIIII,� i I � � I I I I I II � � � SHOPSI �: �I��; � ( ' ' � I r----� r--r--� r----� �---� r------i r-----i r---- �IIIIIIII I " ' II I I I I I I I I I I I I � � � � � � � � � � � � � �j� __. __ ___._.._ � �— —tt— — — —'= — — — - �I I I------ �i .�_. ' � --� — ' � �_ O O O O � � � BUILDING ELEVATIONS ��6• 1 GARAGE � � � / \ G_-_. �-� �I ; MAIN STREET �i CUPERTIN4 i I' STEVEN'S CREEK @ FINCH CUPERTINO,CA ' PLAN I �, DEVELOPMENT � SET � � SAND HILL PROPERTY COMPANY I 203 REDWOOD SHROES PKWY,STE 200 � REOWODO CITY, CA 94065 11 RlNNETN ROORIOVL3 � �ARTNlRS INC. /t 5 M e r 1� W�i��n R o�!, 3�1 1� �0 0 Y o u n 1�I n V 1�+ . C A •S 0.Y t S.0 1•0 CONSULTANT KEVMM REHS�ON �2.�a.�2 PRQIECT NO. 22,rjrj9 0�� 12.22.11 ow��+eY NB �E AS SHOWN d1ECKED BV . SHOPS 1 FLOOR PLAN& ELEVATIONS � N A2. 1 9,90o SF FLOOR PLAN SHOPS 1 ��s• 2 [� ��KENNE�NROOf31GUESdPARTNERS,MC Q � COLOR& MATERIALS LEGEND aSLATE TILE ROOF BY AMERICAN SLATE CO, 'PIKES POINT' aSIATE TILE ROOF BY AMERICAN SLATE CO, 'MCKItJIEV HEIGHTS' a11N0 PIECE CLAY TILE ROOF 8Y MGA CO.'OlD SfWTA BARBARA' � 3TANDING SEAM METAL ROOF BY BERRIpGE 'ZINC�OTE' �� 18'x 24'CUT STONE BY iNTERTILE'ROMAN TRAVERTINE' ,�2 STONE VENEER BY ELDOR/1D0 STONE 'NEWPORT COBBLESTONE' � FABRIC AWNING BY SUNBRELLA �.;:...:, �28-0' � ' + 425-0' ;�,#� • ' `��x*4 +2�'.p' —•+1 rs-w'�s?t; -'�--0�-------+ �' 7❑ REDWOOD TRELLIS,CLEAR STAINED � WO00 TRUSSE3,PAINTEO TO MATCH DUNN EDWAROS PAINTS'S'MORES � WOOD BOARD AND BATTEN,PAINTED TO MATCH DUNN EDWARDS PAINTS'MOENKOPI TAN' �� WOOD SIDING,PAINTED TO MATCN DUNN EDWAROS PPJNTS"MOENKOPI TAN' �� WOOD TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'SMORES' 12 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'FROSTING CREAM' �3 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'IVO LILY' 2 WEST ELEVATION SHOPS 2/EAST EALEVATION SHOPS 5 i +35'-0' . .._ __. .��..� +25'-0'---�' � �� ..�..�....� Y, +21'-0' t,K �'� ,, �a s �. � --------;` �. � �� '�...:'. �; '`��,��°, �.-- . �� . �� ! ��-�-:-.{ �0-0'- -- - __ EAST ELEVATION SHOPS 2/WEST ELEVATION SHOPS 5 ��, . i , . � � r ' . f 7'�lA:��'.�/• ,�z 7t � 2 � ss�-o• � �----� _. . � O � � _ : T'v-.: .. ,,, - i _ � � � I 0 �---� ----J � �� L'"_ � � I � � � SHOPS 5 �-- r_.. ., � i � 1 i O ,aa�V`�� I— �� xti� xpx� �c x��K�� _ _ '��y�?�,��'S'��' I sy�l•*vy�,�'� : I �----J � ��K . � i �. � 30'�4' �, 35'-8' I- fi 14 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'CRUSHED CASHEVY' 15 EXTERIOR PLASTER SYSTEM,P/UNTED TO MATCH DUNN EDWARDS PAINTS'SEASONAI.BEIGE' 16 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH OUNN EDWARDS PAINTS'CINAMMON STICK" �� WOOD OR PIASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CINAMMON STICK' 18 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'TAWNY AMBER' 19 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CIIFF BROWN' � EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAR�S PAINTS'COYOTE' 21 GLASS 1 o ��Z aCLERESTORY WlNDaW Z4 ALUMINUM AMNING 25 GLASS ROLL UP DOORS 26 HISTORIC IMAGERY OF CUPERTINO 14 1 12 6 x .,�::�, —'— - —'—•--------------'35'-0' --------•---�28'-0' �-rc .` . ' "s..� -•- r 4 ... �10�'p` - � _ � }. � i :•.ev+as..R.�.. ��"�. J`.a; ' 'i , �`T•'"'... ._. __. _. _._ _.. .... ; +20'-0' �'� � M�i � �� 1� .�� !� � C�# •t • � ~ i .�` (� i. �1'�-�h ?�IC^„i � . x e'ri-.n }.w' t :q � �-t del'"` '-�='�� ,�c'�X i. s • �,�'. . � R , - . � - ,� � � ' - � �. � � `�� -1.. � �,,�, SOUTH ELEVATION SHOPS 2 AND 5 +28'-�� _u _ ..._, ..�� — ---c- •- ° ... _, � . � � w ^� � � - � +21-0' �� i_�� r. *� , , . .� �: �-�.--wy� �� _ '� �`L �*�.`��.��- , �°." ��. '` ��;" ` *�? :_�':§ - � '+�* �:,�,i,-.� _ �.:-� ,: �. �'4�*. �i � � .,�-c Y.* f - , �� _ ��. .� • �,��,=' � {�Y�-• - � � `��' �� . `',� �,'s__` � 'i' , '� a' -- ;�r � 1L. IYi,,,r,r„ •0'-0.- --111jlr,uv+�.. `-�}�?',: NORTH ELEVATION SHOPS 2 AND 5 FLOOR PLAN SHOPS 5 I ��s" I 3 BUILDING ELEVATIONS SHOPS 2 AND 5 I ��s" I 1 ss�-o• r----� � 35'-8' � 30'-4" _ _ _.�� Q � � MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO, CA PLAN DEVELOPMENT SET SAtVD HILL PROPERTY COMPANY 203 REDWOOD SHROES PKWY,STE 200 REDWODO CITY, CA 94065 11 REMNFTM 0.00RipuEE t i�RTNfl1! INC. ��s �e r�n w��.m,. ne.a. s Y i i. t o 0 ro��i.i� vi.. . c� e e o o e s.o r o 0 coNSVir�wr �rruw r�nsioa 02.28.12 ar+o.�cr No. 22.559 o�Te 12.22.11 ��+8+' BG,CE � AS SHOWN ' cr�cu�er N B � SHOPS 2 AND 5 FLOOR PLANS & ELEVATIONS _ � Norr�n N A2.2 � FLOORPLAN SHOPS 2 ��s° 2 � � 2011KEMFTHROORIGUE38VAfiTMER3,INC. COLOR 8� MATERIALS LEGEND a3LATE TILE ROOF BY AMERICAN SLAT£CO, •PIKES POINT' aSIATE T1LE ROOF BY AMERICAN SIATE CO, "AACKINIEY HEIGHTS• � TWO PIECE CLAY TIIE ROOF BY MGA CO,'OLD SANTA BARBARA' aSTANDING SEAM METAL ROOF BY BERRIDGE 'ZINC-COTE' �� 18"x 24'CUT STONE 8Y iNTERTILE 'ROMAN TRAVERTINE' 5-2 STONE VENEER BY ELDORADO S70NE 'NEVYPORT COBBLESTONE' � FABRIC AWNING BY SUNBRELLA ,� k, ,a.: ,. _,. �.. +za•-o� ._. +25-0'.—-----------_;.._.._. �18_-0' t' ��-- _. .. . _"_'—"— .y '.'.:-ISt' . 'q J. � . �..t�; t� ��°- i� ��,. .� r+'Fa-" — �10'-0'-----•— ��',#�, `'�'��.'!'�!fw �`c a�'lr .^� - -'t..�-� ��•� :':n � 1 `J '� �r;�� :�;� _*o'-0.——__— `1� �" SOUTH ELEVATION NORTH ELEVATION �7 REDWOOD TRELLIS,CLEAR STAINED aWOOD TRUSSES,PAINTED TO MATCH DUNN EDWAROS PAINTS'S'MORES � WOOD BOARD AND BATTEN,PAINTED TO MATCH DUNN EDWARDS PAINTS'MOENKOPI TAN' �� WOOD SIDING.PAINTE�TO MATCH DUNN EDWARDS PAINTS"MOEMCOPI TAN" �� WO00 TRIM,PAINTED TO MATCH DUNN EDWARDS PIUNTS'S'MORES' �Z EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'FROSTING CREAM' 13 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EOWARDS PAINTS'AJO L�LY' 9 �. �3i�■ 14 EXTERIOR PLASTER SYSTEM,PNNTED TO MATCH �UNN EDWARDS PAINTS'CRUSHED CASHEW 15 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCM DUNN EDWARDS PAINTS'SEASONAI.BEICiE' �6 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCN DUNN E�INARDS PAINTS'CINAMMON STICK" �� WOOD OR PLASTER TRIM,PAlNTED TO MATCH DUNN EDWARDS PAINTS'CINAMMON STICK' 18 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'TAWNY AMBER' t9 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CLIFF BROWN' � EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'COYOTE' _._ ,�..r a�o�-�s- _ RMr iwll ��. Nift�K ' �,` � t' �� :1 _ �'�'�_k i _ �s �,,�� i � t=� 21 GLASSI aGLASS 2 � CIERESTORY WINDOW Z4 ALUMINUM AMNING 25 GIASS ROLL UP DOORS 26 HISTORIC IMAGERY OF CUPERTINO 5-2 1 12 6 +sa-o• +3a-o^ _ _. _ _._ � _ --__ ---�------ +�.-0. � t24'-0' �� 1T-0. • , '� ��%�— __.--�_� °� �� e �'.' . � i�t--'� ty _ .�;� � . "�i"..7. y , .��__ k �� •15'0' f, v �e;.: �tr . �_;: '�r' 3r - � ..__.. ._� r.---.^.t...c,.,.` �,� ;,,.�,1�° - �-. ...- ....,��.. �„t�`� '..�r:' -. • .. ' �a` . .� . .�� t 1�= .J ��t -.:, C •.i�+y.�f�5.�� ,.. .;�. �. �� - - ;�. ..�,.._— :� -i� +o�-o� WEST ELEVATION � � �±28'-0' �.� _ *28'-0" �� v�°. +20'-0' '�•i0'-0'a.' -.•-..-�^-.." . °"'_ _ _. .°' • - ;��s Q . .{�:: ��.s-+.� .y` i:. �+1,�. , ..�....w'�S-"' ; 4,. .. P �� ... �,�„* . a� �,' ��s -�+ � � �� 7;y# -+i�, ^� �� ,� � �tt `.� � �� `� , . a� � -�. ,�,��,v� .0-o �— - -�'° ------ EAST ELEVATION BUILDING ELEVATIONS SHOPS 3 ��6• 1 , 30'-0' , 190'-0" . I O O I � ,. 100'-0' I. 90'-0' � 4' �n J � T in ti q. O� <O: � FLOOR PLAN SHOPS 3 ,,,s� 2 MAI N STRE ET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHROES PKWY,STE 200 REDWODO CITY, CA 94065 11 KENNETM RODR�GUE3 l P�RTNERS INC, 1 1 S N e f t� W 11 I�m I q R o�A. 7 u 1 1� t 0 0 M e n n I�I n V I�� . G A 6 0 0,Y�6.0 1 0 0 CONSVLTANT �rMna REVtSqN �2.28.�2 rao.�cT no. 22.559 0�� 12_22.11 ��+BY BG,CE $� AS SHOWN CHEpCmBY NB SHOPS 3 FLOOR PLAN & ELEVATIONS ►roRrH N A2.3 O2011 KENNETH ROOW(iUEB�PMTNERS.INC. COLOR& MATERIALS LEGEND � SLATE TILE ROOF BY AMER�CAN SLJITE CO, 'PIKES POINT � SIATE TILE ROOF BY AMERICAN SLATE CO, 'MCKINI.EY HEIGHTS � TYVO PIECE CIAY TILE ROOF BY MGA CA,'OlD SANTA BARBARA' � STANDING SEAM METAL ROOF BY BERRIDGE ZlNC-COTE' �� 18'x 24'CUT STONE BY iNTERTILE'ROMAN TRAVERTINE' �2 STONE VENEER BY ELDORADO STONE 'NEWPORT C08BLESTONE' aFABRIC AWNING BY SUNBRELLA ,, ,: .,,-�;w , .ze�-0� —-------� .._.�. i�J-0' '-'___" '__ ..�.�_ ±18_-0' �« • �.. . , �� -------��. . �� }` - � .�a-0• �'�`��.�t �* .��' - •-------�� _�� g '> �z° � _fQ,�-"-'_'_" Y �P�- � NORTH ELEVATION +26'-0' ♦Zp'-0' =v; �� ° � ��: f��_ _a � �_ ...._. .e 10 � REDWOOD TRELLIS,CLEAR STAINED � WOOD TRUSSES,PAINTEO TO MATCH DUNN EDWARDS PAINTS'S'MORES aWOOU 80ARD AND BATTEN,PPJNTED TO MATCH DUNN EOWARDS PAINTS'MOENKOPI T/W' �� WO00 SIDING,PAINTED TO MATCH DUNN EOWAR0.S PAINTS'MOENKOPI TAN' �� WOOD TRtM,PAINTE�TO MATCH DUNN EOWARDS PAINTS'S7NORES' �2 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'fROSTING CREAM' �3 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'AJO ULY' �� . ,� 3d;`, r �a �. S `� y � ,'se �yg,_p, � ars�l----- — --.�......_.. t�2?%"� t 4. � /,.. � .�:'4l�.L� �i� `. �� 1 EAST ELEVATION SOUTH ELEVATION � i Q i ;� � � , � - I i i � � i � � 0 � o � � �c� � _...._,�.�:� � �4 EXTER�OR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CRUSHED CASFIEW' �5 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'SEASONAL BEIGE' �s EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'CINAMMON STICK' �7 INOOD OR PLASTER TRIM,PAINTED TO MA7CH DUNN EDWARDS PAINTS'CINAMMON STICK' �8 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWAROS PAINTS'TAWNYAMBER' �9 WOOD OR PLASTER TRIM,PAINTED TO MHTCH DUNN EDWARDS PAINTS'CLIFF BROWN" 20 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'COYOTE' '�2 21 GLASSt 22 GLASS 2 23 CIERESTORY WINDOW 24 ALUMINUM AMNING 25 GLASS ROLL UP DOORS 26 HISTORIC IMAGERY OF CUPERTINO tI � .,,.t,�.,..� _..a._.x,_;. .._ *�a� .� +� °�L�h�2�"�'��"�' r 1��,'�d .__ . ' . x ♦1T-0' + _ _. ax�r ta �.�� s„ #,�i=�,= �- -_MAt �-..'":(� " •�,�1 , ��, ��._;., +.. ��-. �� _�' _ �� - �.��t�" , - ��' } �. �...� �v -�: � - ,� .� ��.. , r � �^_ - ... l�/�L�T CI n/ATlll�l � __`s°':°= .� +�Q�-Q�. _ �� A%T�"'f_��' BUILDING ELEVATIONS SHOPS 4 ��6• 1 190'-0' 30'-0" � �--� � - - - � !, i�-----� � � _ I MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTIN�, CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHROES PKWY,STE 200 REDWODO CITY, CA 94065 ■■ KENNETN aooa�GUF9 • P�RiMEXB INC. ��S N O�t� W�1�m�• II e�0. S u�1� �0 0 M a�n 1��n V I�r C� �3 0 .��6.0 7 0 D coruururr �rnrav REVISION 0228.12 �o.�cT no. 22.559 n�*e 12.22.11 o�v,nm er BG,CE �E AS SHOWN c�oceoer NB i , � , � - _ _ _ _ .:_:.- --,_: .:, � SHOPS 4 FLOOR ' � ; PLAN & ; � _ � � - : ELEVATIONS 'i� — — — - �— Hoan� N � � - A2.4 90�_0� ,��-0� FLOORPLAN SHOPS 4 ��s• 2 � � �O1tKEMJETHROORICd1E36PARTNERS,INC. +�,-0• *�.-0. +10'-0' �-Q� COLOR 8� MATERIALS LEGEND � SLATE TILE ROOF BY AMERICAN SU1TE CO, 'PIKES POINT' � SLATE TILE ROOF BY AMERICAN SLATE CO, "MCKIN�EY HEIGNTS" aTWO PIECE CIAY TIIE ROOF BY MGA CO,'OLD SANTA BARBARA' � STANDING SEAM METAL ROOF BY BERRIDGE 'ZINGCOTE' �� 18'x 24'CUT STONE BY iNTERTILE"ROMAN TRAVERTINE' �2 STONE VENEER BY ELDORADO STONE 'NEWPORT COBBLESTONE' � FABRIC AWNING BY SUNBRELLA ❑7 REDWOOD TRELLIS,C�EAR STAINED a4YOOD TRUSSES,PAINTED TO MATCH DUNN EDWARDS PPJNTS'S'MORES � WOOD 80ARD AND BATfEN,PAlNTEO TO MATCH DUNN EDWARDS PAINTS'MOENKOPI TAM �Q WOOD$IDING,PAINTEO TO MATCH DUNN EDWARDS PAINTS"MOENKOPI TAN' �� WOOD TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'S'MORES' �Z EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'FROSTING CREAM' �3 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'AJO LILY' �4 EXTERIOR Plq$TER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CRUSHED CASHEVY' �5 EXTERIOR PIASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'SEASONAL BEIGE' �6 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CINAMMON STICK' �� WOOD OR PIASTER TRIM,PAINTED TO MATCH DUNN EOWARDS PAINTS'CINAMMON STICK' �8 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWAROS PAINTS'TIIWNY AMBER' 19 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAMTS'CLIFF BROWN' aEXTERIOR PLAS7ER SYSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'COYOTE' 21 GLASS 1 � GLA,SS 2 � CLERESTORY WINDOW 24 ALUMINUM AMNING Z5 GIASS ROLL UP pOpRS 26 HISTORIC IMAGERY OF CUPERTINO WEST ELEVATION SOUTH ELEVATION f�•��.�.�.�.�__.. _ _ � ._.�.... a� s,,��'��+p�.�- +t8—��—•-------� � "t�f � t� � +�'` � '� � ♦0'-0" }� �� i` EAST ELEVATION 1 2 12 5-2 j � � �. -,-,�:.r- �.�.. 'e y� �} ' � . �� ..,,.,. �' ' r �^�'��_--� �'_.�r � T , - � �- .x�� t ^ "iX.'LiTlfs�• y�(. a �' *'a -�i�i '..��{T�1.: �� # i s � � I J �� i . f 1 '� .. ". . . ��-•-.�i-� �.�-��a+:��F�'Mr�-i.:. yrY 9 ; a�V � _.... . ��13f_� �i.^- � C _.l--t �' .. .�� _ _ i�� r �+�� . ,�> . y �.�ir.�,,.� .�. �¢ °� ��' �.-- ��' �. ,a q s� F4 � �'._ � _ � ,� .� 1� � NORTH ELEVATION �6�-2 '?� �-�� — — — — --- ---_— .__±�5'�' t. 4 . ...... . .( �' .. � �' °''7,� a._ `�, ._..cy_�(;—ti� � s... � ;h _ , �.�":�� T'. . .� ♦ �"-t°'i�� _�-�_ BUILDING ELEVATIONS SHOPS 6&7 �1�6• 1 130'-0' _ ._ ._.__ _ __.. __ __...._._ ..__. .. _.._._..___ _ __...... _---_ _._..._ _...___.._ ,� . f�0'-0• 80�-�• �— o� oi� � i � 0 � i MAI N STRE ET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY Z03 REDWOOD SHROES PKWY,STE 200 REDWODO CITY, CA 94065 11 KEMNETM ROOR�OUE3 1 V�RTwERB IXC. ��S N o r 1 n W�1�m�• N a��, f�I 1• ]0 0 ro��„�n vi.. . c� �s o.o�a.o�o 0 coNSU�rrwr �rMaa REVISION 02.28.12 w�o.�cr No. 22.559 DATE �'l.'�'.�i �� BG,CE � AS SHOWN c�acmar NB SHOPS6 & 7 FLOOR PLANS & ELEVATIONS � —��— — � � —� �� i: -� � N A2.5 L___J FLOORPLAN SHOPS 6& 7 ��s° 2 , OO 2011KEMIETHROORIGUE36PNiTNER3,INC. COLOR& MATERIALS LEGEND � SLATE T�E ROOF BY AMERICAN SLATE CO, -�rces PoiNr aSLATE TILE ROOF BY AMERICAN SLATE CO, 'MCKINLEY HEIGHTS' 1� TYVO PIECE CLAY TILE ROOF BY MGA CO,'OLD SANTA BARBARA' � STANDING SEAM METAL ROOF BY BERRIDGE 21NC-COTE' �� 18'x 24"CUT STONE BY INTERTILE'ROMAN TRAVERTINE' �Z STONE VENEER BY ELDORADO STONE 'NEWPORTCOBBLESTONE" aFABRIC ANMING BY SUNBREUA � REDWOOD TRELUS,CLEAR STAINED aWOOD TRUSSES,PAINTED TO MATCH DUNN E�WAROS PAINTS 5'MORES � WOOD BOARD AND BATTEN,PAINTED TO MATCH DUNN EDWARD3 PAIN7S'MOENKOPI TAN' � �' �� ~��;�'�a:�� .� _ �;�� - ��. . � _ r.w�:� � �_ . „�,�.,. �,� . .,. � . �. _ ""�" �Q WO00 S�DING,PAINTED TO MATCH OUNN EOWARDS PAINTS"MOENKOPI TAN �� WOOD TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'S'MORES' 12 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'fROSTING CREAM' 13 EXTERIOR PLASTER SYSTEM,PpJNTED TO MATCH DUNN EDWARDS PAINTS'AJO LILY' 14 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARUS PAINTS'CRUSHED CASHENr 15 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH OUNN EDWARDS PAINTS'SEASOW�L BEIGE' t6 EXTERIOR PLASTER 3YSTEM,PAINTED TO MATCH DUNN EDWAROS PAINTS'CINAMMON STICK' �� WOOD OR PLASTER TRIM,PAINTED TO MATCH OUNN EDWAROS PAINTS'CINAMMON STICK` 18 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWAROS PAINTS'fAWNY AMBER' 19 WOOD OR PLASTER TRIM,PAINTED TO MATCH OUNN EDWARDS PAINTS'CLIFF BROWN' 20 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'COYOTE' 21 GtJ►ss 1 � GLASS 2 �$ CIERESTORY WINDOW 24 ALUMINUM AMNING 25 GLASS ROLL UP DOORS 26 HISTORIC MAAGERY OF CUPERTINO 1 5-1 10 °��° ,,�-�;_.�, m�� . ��: � . . .. . •.�'.. �� . _ _ .�. ..... __._.. __..,.._w ::... .+.:...-..a.:.........a ' _ �� ,- � .' .'� � ,- �,,, .,,,, � _ .. ,., .� � � � �� . ` � �� . i '�' � � i � ' ° as-- _. ,� . _ tr.: - — - ., _ � .�� ;� . , . - - - — 3.. ...,-�, � fy� p. • t � �� a" �,` „ � ,c � Y T�� k "� d� ��,��? � ' s Y � �.'�'� ��,3 - ' � F ` � �� •r ��: '� �Lii 3��}"'�'" F s_ ,..�, " �. ..►:, _ _ ,.,� ,h.:. .�* a. }��; �." , s s'ts�,�„yt ^"�`��,. L' t s �ii� ��:. y�C�. � � ;c �,t,.t`��,.,i's�'. �`i . �!�.....,._i . 1'F � �J�� . ;�;sl•t "Y °' .:�`• . _ � ,n . �� y<.�R� -�.a ...�'�'','w�_�` - J+' .» �.�t '��.. � � . � � * ��'� :,� $ '�� ' � - ' Y k � � �_ � l � . � i �� ;� � A � �� -�� . ... � __ ; � s '-. . . OFFICE 1 WEST/OFFICE 2 NORTH ELEVATION — � ! � � ; �� i ....r � � �*'�'+g a.�«�'� - +� "�'' ic . ' __. .,... .... � - �s,.�' �.�. � �` �;�.� �� ,� � � ti{z�i _ � . .. ... . . � - — .'.w_'•_'-'.--_..�__.__ .. � ,I ."_f -� �� i ♦�.:� ...: b ' � � �� T�'�'."D .�"�"' y �.,�.--. i.+� � '�� . �� :. . .�.. � , y. aa '��_..�#' �} x ro' �h�� ' ` �� .. ��tf-�. _Etr :;i�'� ''w,"-„er "----.+�+-+...—�,�'i.c:��.� �T,�. 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M"i _._ "i� �:v�lls�'?`. ....t:��.� 9' ,�,+ �SI��,� 1"�T� -- ' . � ..' f ��.� �� t . � �� jJ�4 :. . � � � �.,x � +e0'�4' +sra- OFFICE 1 SOUTH/O�FICE 2 WEST ELEVATIOM ...�,.... �.:_ a. .__..�.._. .___:_"r ^a —=z�ar..z" .-..-- .=':; '-. .a_. . ...._ ... —� . . r----- . .. ..� . �.� -- -�,-.--,----�'` � � � � -_- , . � _ � � , _ x�" ��' . _ _ �� . � _ ::- - - - � _ �. - �� x - �� «�: ! =� � � "4' .r .il.: 'G� ..,�.. ,y � ��.. ; �� ; 'b�. �., . �'� � ' �� ., Y �`� Q {.• .."`i"'�i_a. '�-. �- .;.��`��.%.. �i' :s�-•. e�: 7"ti �' y �� z � _ �'n k . }',j: �' �.�*�'�• . � � �.�. P{ .�. } f. .�v.� 'i. �, t+ ' } .'. � v _F. ' .h♦ ,.. ... � � y ; � � . ��yy7'� �.. . _� .'_.__' � r.. ' � .. ' e�/j��, ^�s w. (� ' T':'.� .f� .fi i - i� !- .+�', �� .' � 's ' �z Q _ QC.,� .. -y' �.� hi�. t !�: �.�� :� � - :: :,c�! �, � i � � � �� f : � � . ( ' �' �€j ��- �- ` « .,*. _ _..o�-o� � �_ "�'.��.i}I. �" ' - _ .�,,'=� - . .,.sl.. ' OFFICE 1 EAST/OFFICE 2 SOUTH ELEVATION OFFICE 1 NORTH/OFFICE 2 EAST ELEVATION -.��- � '� 3,�, 1� _ �� , -- t- 4 l �. �' Y � :�. 4� � I � � `.�': ,,-��' � ;. .-- i41. ��.��.;b��.. �' s a��-�� ,�: � . ,.,._.,_.�1„�.._.�._�.. . � --� � � �-�. ,, � � �� _ . � : � � y,: �v �` l�a t""' tiu,• V �. �y� � �$, 4-^ �. : r f �'� ' `�L ' MAIN STREET CUPERTIND STEVEN'S CREEK @ FINCH CUPERTINO, CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 R KEMN[TM RODRICUEB l PAIITNEII� iNC. ��! N e r 1� W��m�n R a�!, b u I�� 2 0 0 Me..i.i. vi.. c� a a o.o•s o i o 0 CONSULTANT KEYNM r�nsia+ 0228.12 PROJECT NO, 22.559 o�re 12.22.11 oruwner Ng scue AS SHOWN CFfCKED BV OFFICES 1 & 2 ELEVATIONS N A2.6 B U I L D I N G E L E VAT I O N S ��6• 2 CO ��KENNERI ROORIGUES 6 PARTNERS,INC. u 156'-0' 147'-0" (_9'-0' OFFICE 1 8�2 SECOND FLOOR PLAN � 116• � 2 C C < ( 159'-0" 150'-0" ;_g'-0" OFFICE 1 AND 2 AREA: 144,875 SF EACH OFFICE 1 8�2 FIRST FLOOR PLAN ��s• 1 MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 [EMMfTN 1100R16UE! i IAIITNER! �NC. ��6 N�r 1 n N�1�w�• Il s��, ■u I i� 3 0 0 Y a�n t�I n v 1�r . G• �f 0 Y•6.0/0 0 CONSUITMlT KEYIAAP RFlISION 02.28.12 Pr+o.�cT r,o. 22.559 0�� 12.22.11 oruww er Ng sc.ue AS SHOWN CMECI�D BY OFFICE 1 & 2 FLOOR PLANS N A2.7 O2011 KENNETH ROORIGUES i PARTNERS.N/C. � � N ,,,�-0� _ ._ j._ ;.=� � , ; , --, -, �, � � � OFFICE 1 AND 2 FOURTH FLOOR PLAN � ��s• � 2 Q � m N „Q.�. MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 R If E M METN N OD R 10 U E! • PART N E11! IM C. ��5 M e�1 11 N'11 I�A�• N a��, 6 Y 1 1• Y 0 0 Y e u n 1�I n V 1�� C• �!0 f 1�.0�0 0 CONSULTANT I�YNAP REVISIOM �2.28.�2 raa�cr�+o. 22.559 0�� 12.22.11 ��+�' NB sc�uF AS SHOWN CMECI�D BY OFFICES 1 & 2 FLOOR PLANS N i A2.8 OFFICE 1 AND 2 THIRD FLOOR PLAN ��s• 1 O ��TM��SaP,�TME�,�. COLOR& MATERIALS LEGEND � SUTE T1LE ROOF BY AMERICAN SLATE CO, 'PIKES POINT' aSLATE TiLE ROOF BY AMERICAN SIATE CO, 'MCKINLEY HEIGMTS' � TNfO PIECE CUY TiIE ROOF BY MGA CO,'OlD SANTA BARBARA' aSTANDING SEAM METAL ROOF BV BERRIOGE 'ZINGCOTE' 5_� 18'x 24'CUT STONE BY iNTERTIIE'ROMAN TRAVERTINE' �2 STONE VENEER BY EL�ORADO STONE 'NEWPORT COBBLESTONE' aFABRIC AWNfNG BY SUNBRELLA 7❑ REDWOOD TRELLIS,CIEAR ST/UNEO � WOOD TRUSSES,PAINTED TO MATCH DUNN EOWARDS PAINTS'SMORES aWOOD BOARD AND BATTEN,PAINTED TO MATCH DUNN EDWARDS PAIM5"MOENKOPI TAN' 10 WOOD SIDING,PAINTED TO MATCH DUNN EDWAROS PAINTS'MOENKOPI TAN' �� W000 TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'S'MORES' �2 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH OUNN EDWARDS PAINTS"FROSTING CREAM" �3 EXTERiOR PLASTER SYSTEM,PAINTEO TO MATCH DUNN EDWARD3 PAINTS'AJO ULY' �4 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CRUSHEO CASHEVY' 15 EXTERIOR PLASTER SYSTEM,PAINTEO TO MATCH DUNN EDWARDS PAINTS'SEASONAL BEIGE' �6 EXTERIOR PLASTER SYSTEM,PAINTED TO MATCH OUNN EDWARDS PAINTS'CINAMMON STICK' 17 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'CINAMMON STICK' �8 WOOD OR PLASTER TRIM,PAINTED TO MATCH DUNN EDWARDS PAINTS'TAWNY AMBER' 19 WOOD OR PIASTER TRIM,PAINTEp TO MATCH DUNN EDWARDS PAINTS'CUFF BROWN" � EXTERIOR PLASTER SYSTEM,PAtNTED TO MATCH DUNN EDWARDS PAINTS'COYOTE' +�'�_ 33fl'�_ t3T�_ ��_ �.� ��- souni e�vnnori�cnw�ce�� .as.�,. 21 GLASS 1 22 Gu�SS 2 , ... . .._ ..,v. . 23 CLERESTORYVYINDOW Z4 ALUMINUM AMNINO 25 GLASS ROIL UP DOOFtS 26 HiSTORIC IMAGERY OF CUPERTINO _�..� SOUTH ELEVATION(GARAGE 2) NORTH ELEVATION (GAFiAGE 1) �'�v�,` NORTH ELEVATION(GARAGE 2) MAI N STRE ET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT S ET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 K�MMITN IIOCIII�Y[� � •A�TMt11� IMC. �� w�r�� w�i�■.. ��. •�it• t�e Y��1�I• V t�• . C A �1�.��/.0 T�� CONBULTMR �vww �veiow 02.28.12 rno�.��+o. 22.559 n�Te 12.22.t 1 oa�ww�r � r•xt ASSHOWN QL'G7�/1' PARKI N G GARAG E ELEVATIONS N A2.9 BUILDING ELEVATIONS ��r 1 O �'�TM^°°^�� OI n b - N 363'-4' MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT S ET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 R KENMFTN ROCRIOUE! i ►ARTNERt INC. �{f M e r 1� N�1�in�• R e��, !Y 1�• 7 0 0 Y�u�1�1 n V I�� . C� !5 0.Y�f.0 7 0 0 CON9ULTAHT I�YIAAP REVISION 02.28.12 aao,�cr Ho. 22.559 w�rE 12.22.11 auwrier Ng scwe AS SHOWN ptECKED BY PARKING GARAGE 1 BASEMENT LEVEL � � � N A2. 10 FLOORPLAN—LEVEL 1 ��s• 1 O p,��N�„�a°°��aP^��,�. . ,�.�. ,��.�. ,a.s. I I I MAI N STREET CUPERTINO �TEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT S ET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 KENNETM NOORIGUE• \ •A4TNERt IMG. �1 S N e I 1 11 W�I�w�n N e��, 6 Y 1 1• 7 0 0 Y e Y n 1�1 n V 1�� . C� �S 0.��3.0 7 0 0 cor�suLrn%rr KErMnr � 02.28.12 rRO.�cT wo. 22.559 0�� 12.22.11 ��+� NB s�+�E AS SHOWN CHECI�D BY PARKING GARAGE 2 BASEMENT LEVEL N 1 A2. 11 FLOORPLAN -LEVEL 1 ��s• � OC m111�NNETHRODRIGUESiPARTNERS,MIC. !4 � � � 4 � � � 1 . � Y' _.a......a.. -t� , r�-—a-..�.__�' �-'--—a---�-- � � n� - T C� �,� c . � 0 - P _ �j � a � ' a � - � Q 383'-4• - �� , - \�� : . �C� . � V \ �� v �� - v � � - : - - - - - - -- - - - - - - - - - - - - - - � . _ - - ..� _ n _ - Z ,� _ � - - � - - n - - � � � -. a _ _ _ � _ Q � . .. _ _ . I R - ,,� - I CI _ d � G . : _ b : ' 18'-0. N �NP.� 12'-3' 29'-0" �, 36'-0' 2G-0" � � 36'-0' 26'-0' � C = , 4 � ^ N � � � - - ��- - � - � - - - ' - - � ' - . � - - - ' ' - - - . = �a 36'-0' � 26'-0' �J I i 9'TYP. �,-0, l� � � � � N MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 � RfMMETX �001110UE• • •AIITN[R• IMC. ��{ M�r t� W�1�� Il��. t u 1 1• !0 0 Y�Y�t�I n V I�� . C 11 �f C./�f.0 1�0 OON6U.TANT �r►�uw � 02.28.12 PRO�CTNO. �.rjJ9 DATE 'I2.�.�') ��+� NB s� AS SHOWN �� M \\\ �: � . . � _ _ _ " _ _ .' ' ' _ '. ' _ . . _._ ��.,��- ` —� , . , , , �._,� � n_ Q_ . _o :_�--�u� � — PARKING GARAGE 1 P'E ESTRIAN EFJTRANC� ,�� LEVEL 1 � , ` � � � �. . N t�o�-o- 2sa�-a• A2. 12 FLOOR PLAN —LEVEL 1 ��16• 1 O ��TM�aP,��.�. ,a..�. ;- � �. , \S;.F�►-�,r� � . � r��''�� f � . . � ��, ;.� , � � �� = ; � �% n V 285-8" ' I � , ; , VEHICLE ENTRANCE '-'�;"...a.._.w -,. �`•—'a'.....a_;....�.:_.o....'-.a'-'—� i � — —�. . ��r �� RAMP DN RAMP UP C m 9'TYP. `r � � . , . � a�� 0 EDESTRL�1 �, FxT�C� � �- — — - - — _ _ v,�HieEe �rirwwcE � i �y _ �_. l� _ � MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 fl R F M M E T N R D D 11 I O U E� \ ►A II T N E 11! 1 M C. ��i M�r t� W�I�w�• R��1. f u I 1• !0 0 r...�.i. vi•. , c� �s o.�•t.o r e a CONSULTAHT � � 0228.12 ��. zs.�s �� 2.zz.�� +� NB su� AS SHOWN GIECI�D d1f PARKING GARAGE 2 LEVEL 1 N A2. 13 FLOOR PLAN —LEVEL 1 ��s• 1 O ��NETM�°a��,�. �4 � � N � � 363'�' � � � � �--- ., ._._.�,...,q.---- . ......�_.._ a - ^ � r•1� L N - Va � ' a Q � � _ 0 0. _ v n - v � � � ttilY � t - Lq ' \ O �,� � . .... -- --� -o� ��• ss�-o• �n��,—�� 2 -o. nrP��n�. Zs-0- G � _ ; � �: : . 4 .....�.,.. � � .i - - '� - - - - _ - - - - -- - _ _ . - - - - �� s�nrP. I I 0 ; � � N MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 R EMMETN 11 D01116UE! � �AIITNEIIt IMC. �1 6 N�r�� W��• 0.��•. 6 u I�• !0 0 Y��1�1 n V 1�r . C 11 �f 0./�6.0 7 0 0 �TAHT I�NNAP � o2.2e.,2 �►�. �.�s a� �Z.rz.�� u�+� NB s� AS SHOWN p£CI�D sY ,r � - - � '. ' , -.--o----._ , : _ PARKING GARAGE 1 - - - — — - - - - - — -� - .,_ , , . , o.:.� _�___� �_ � ._ LEVEL 2 & 3 N 110'-0' 253'-4' A2. 14 FLOOR PLAN —LEVEL 2 AND 3 ��16- 1 O m��TM�aP,�,��..�. a � (O N 265'-8' I � MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO, CA PLAN DEVELOPMENT S ET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 KENNETN R000.10UE! • ►A1ITNER! IMC. ♦�6 N e r 1� W�I�in�n R e�!, •u�1• �0 C Y a u n 1�i e V 1�� . C 11 !8 0.Y�!.0 1 0 C CONSULTANT I�VIAAP REVISION 02.28.12 aRa�cr No. 22.559 0�� 12.22.11 orv�wwer Ng scue AS SHOWN CHECKED BY PARKI N G GARAG E 2 LEVEL 2 N A2. 15 FLOORPLAN -LEVEL 2&3 ��s� � CO ��NETIRODRIGUESBPARTNERS,INC. , : �It0 N' 265�.8• � � � I I � MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT S ET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 K E N N E T M R O U R 1 fi 11 E! • •A R T M E R S 1 N C. 1!S N s e�� W�1��n 11a��, �u I 1• '!0 0 Y��n t�I n V I�� . C� •6 0.9�!.0 7 0 Y CONSUITANT � REVISION 02.28.12 Pr+o.�cr No. 22.559 �� 12.22.11 �m+� NB scw�E AS SHOWN CMECI�D BY PARKING GARAGE 2 LEVEL 3 N A2. 16 FLOORPLAN -LEVEL 4 �i�s• � CO ��NNETHRODWGUESIPNtTNERS,NG . �4 � � � N Y � 383'�' � � --�.._o..:_ , ..__.a__.,�,, ..r� �!-- 0 - i � � � � _ . o _ /� v - � _ Z 0 4 a �D - � 0 !� � v _ "0' 1g'-0" �'-0" _`1g'-0• -.. 18'-0' 26-0' 18,-0� TYP. 1'YP.�TYP. �.. T1fP.� � � � 7 MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SANO HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 � [EMMET N IIOD RIOUE� • ��IITNE11i INC. ��t N�r f� M�1��■ Il��. �u I 1• =0 0 Y�Ynt�l• V 1�• C 1� •f 0.��6.C 1 0 0 CONBILTAN� � r�wsiow 02.28.12 �cT►a. 22.559 a�� 12.22.11 or�r�n+er NB e� AS SHOWN qEC1�DlY - �h --- .., _. t � � . PARKING GARAGE 1 . � _ _ _ . _ _ . � . - — - - — ._.�_..,�.. ,�--�--._ � , -�--.. _.......a---. LEVEL 4 N 110'-0' 253'-4' A2. 17 FLOOR PLAN-LEVEL 4 ��s• 1 O ��TM�°aP,�,��,�. . .: . . � ..��. zr �6�.__.,_ � a � PAD 3 SI�E ELEVATION ; a�`�,";-" • . ,., ,�. �.'..��' ' . s �" ��?rrt, t ��. *' . >��} ._*�` ♦! _i""'�t�J;,,. PAD 3 FRONT ELEVATION �----------------- -----------------� � � � � � � � � i T� /1 � /lf � I L__ COLOR 8� MATERIALS LEGEND � *, .. ,r' .,�. `=-�' �-.� ■�I�i:�..� '_'�� ■�I"�`:' ��:s�rh i ctr�� i, Ct�� : y ��:;''= �� r�/1_�. - 1�lII �■: PAD 2 SIDE ELEVATION ��:��,� I�� ... �ll�I . • ., .. � '�:. �''-` . � '�� y •�*RJ�If�/!�"A�Ht �i�MNi tlfff:t�� . �ttlriiiH� 1�111r• i 1�{i +i�te' tlt�il�' iY�i�t=itii�M►�i! i 1! y� Uw' t�� t MII• E�t I� l�1t �� a ~��"� !rlli �� i��•� } {, p � ��. ■1 76i1ili�'.� �1�� E* . ��' . �; illfl!'� t l ��i ! 4+,ea,u . =l�i�7i��- ��il��t�'�I�:"'. ��il� '-�;-��----�; - - �,��:^ �,� '�"�I� _,___ _ """" '"_ :��!�■ °� �ti '�;�i - - ,� ..� -� • - - -------- --- - - -----� � � � � � I I I I I I I I � I I r^� � '� I � I I I I � � � � � I � � � . � PAD 2 i i I I 2,500 SF I i , � � � I � , � � -�--�-- �--- � � � � � � I I I I I I I I I � ---- - - ----------- -- - 50' 23' 14', PAD 1 SIDE ELEVATION 37 0 � PAD 1 FRONT ELEVATION ------------------------------------------- � � � �_� 1---, ❑ SLATE TILE ROOF BY/1MERICAN SLATE CQ ❑ STONE VENEER BY ELDORADO STONE ❑ WOOD SIDING,PAINTED TO MATCH DUNN ❑ SLIDING VJOOO BARN ppORS PAINTED TO MATCN � 'PIKES POINT' 5�2 'NEWPORT COBBLESTONE' �� EDWARDS PAINTS'WHITE/WHITE' 21 DUN EOWARDS PAlN7S'WHITE!WHITE' �� 18'x 24'CUT STONE BY iNTERTILE'ROMAN a WO00 BOARD AND BATTEN,PAINTED TO MATCH �� WOOD TRIM,PAINTEO TO MATCH DUNN TRAVERTINE' DUNN EDWARDS PAINTS"�NHITE/WHITE' EDWARDS PAIF(TS'WHITE!WMITE' FLOOR PLANS AND ELEVATIONS ��8' 1 MAIN STREET CUPERTINO STEVEN'S CREEK @ FINCH CUPERTINO,CA PLAN DEVELOPMENT SET SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWODO CITY, CA 94065 11 K E M N E T M Il O D Il I O U f 7 \ P 11 11 T�E R f 1 N C. .�s ■o.t n w�i.... a e.a, s�i i. �o 0 Y o v n t�1 n V I�� . C A {3 0 �6 6.0/0 0 CONSLIITM(T � REVISION 02.28.12 PRO.�cT w. 22.559 a*E 01.03.12 ��+�' NB � AS SHOWN cr�cx�ev PAD 1, PAD 2, PAD 3 FLOOR PLANS AND ELEVATIONS A2. 18 O2f1i/IGEHNETM RODRIGUES 6 PARTHERS,NIC. °' • Attacf :.�nt 7 - Comments from Lisa Warren MAIN STREET SUMMARY OF SUGGESTED CHANGES Based on ASA plan set submitted January 8, 2014 (no Shops 2, Lofts, Future, or Park) With a sneak peak at Shops 2 progress as of ineeting date 1/28/14 1. Pad 1/2/3 a. Overall - Ok - Pad 3 is good. 2. Shops 2 (Lazy Do�) a. Overall- Good b. Suggest some of the other buildings may introduce similar richer/warmer color tones/palette (more exciting) akin to this building 3. Sho�s 3 &4—Comments meant for both South and North elevations a. Vary the architectural treatment between 3 &4 but still be complementary to the clock tower—similar to original'Boomhaus' section of May 15, 2012 plan set South elevation b. Consider more earth tone colors on portions to bring back the more vibrant look c. The color variation/palette may also help add interest and modulation to the otherwise linear building frontage d. Introduce back similar wood siding/dormer treatment (doesn't have to be exact) from the May 15, 2012 plan set ('Boomhaus') e. Board and Batten good—don't lose that 4. Shops 5 Overall - Good 5. Shops 6 a. Consider a more distinct top roof trim/banding for a more refined/finished look. b. Does not need to match Shops 1 c. Ipe treatment good d. Add a slightly taller projecting tower feature (doesn't have to be pitched roof however, best if something other than�flat can work to soften the modern/sharp look) at the north/east corner of the building (akin to Lazy Dog) facing the town square. This will help add more vertical interest and help articulate the otherwise boxy building. e. Introduce a third material and/or color on the tower feature so not entirely Ipe and plaster. 6. Shops 7 & 8 { ' January 28, 2014 Page 2 a. Add richer/warmer color elements/accents as referred to in Shops 2 comment. b. Consider adding slopes to some roofs to soften the square appearance of these two structures and the mimicking of the neighboring Metropolitan roof tops. 7. Flex 1 &2 a. Farmer's Market facade shouldn't have to mimic the harsh garage look with the vertical colurruls being showcased b. Soften the farmer's market building facade by introducing Ipe and/or similar architectural embellishments from the rest of the project to soften the feel of the building c. Re introduce arched doorways to soften Farmers Market d. Accentuate modulation between tenant spaces through the introduction of warmer colors e. Break up the long building expanse i. Consider more projections/cantilevered/awning elements ii. Consider a cap/trim on majority or all of the square building roofs to break up the otherwise very square assemblage of roof shapes. f. Concerned with color/illumination of tower element i. Need glass description/sample before can comment fully. ii. Do not want to glow like the hotel tower element iii. Concerned with view from Stevens Creek and outdoor dining areas g. Concerned with hotel view of the rear of the farmer's market building. while true, this comment be removed 8. Office 1 & 2 Overall - Good 9. Lofts Note: Viewed one side of this Laft elevation for 30 seconds or less a. Concerned with color palate—warmer colors desired U. Would need to have copy of this ASA, and time to look at it to make further observations. 10. Parking Gara�e Overall - NO comment 11. Sha�s 1 Overall—NO comment 12. Major Retail January 28, 2014 Page 3 Have seen no images a. Use varied pitched roof lines b. Create both vertical horizontal interest with stepping in and out, up and down.