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R-2014-37b OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT I N O (408)777-3308•FAX(408)777-3333•planningCa�cuqertino.orq February 24, 2015 Anthony Ho 137 Amanda Ln Los Gatos, Ca. 95032 SUBJECT: TWO STORY PERMIT ACTION LETTER—Application R-2014-37: This letter confirms the decision of the Director of Community Development, given on February 24, 2015, approving a Two Story Permit to allow the construction of a new approximately 3,815 square foot single family residence, located at 21152 McClellan Road, with the following conditions: 1. APPROVED PROTECT This approval is based on a plan set entitled, "New Single Family Home, 21152 McClellan Road, Cupertino, Ca" consisting of eighteen sheets labeled "AO to A6, CO3 G1, L-1 to L-4 and CG.1"dated Received December 16, 2014, except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PROJECT 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, 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. 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. 5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form, including, but not limited to, dedications, easements, off-site improvements, undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an e�chaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process. The project construction plans shall address these requirements with the construction permit submittal, and all required improvements shall be completed to the satisfaction of the Director of Public Works prior to final occupancy. Two Story Permit Action Letter Page 2 R-2014-37 6. PRIVACY PROTECTION COVENANT The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 7. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments 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. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 8. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 9. 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. Please note that if this permit is not vested within a year, it shall expire on February 24, 2016. Staff received comments from adjacent neighbors during the comment period identifying privacy concerns related to the two story windows. In order to address privacy concerns, the applicant has proposed the plantings of Arbutus Marina at fourteen (14) foot intervals in required areas consistent with Cupertino Municipal Code Section 19.28.120 (C) (2) (a). Additionally, the applicant elected to plant additional Arbutus Marina at fourteen (14) foot intervals along the rear and side property lines to ensure proper privacy screening for neighbors. Staff also received comments regarding the massing of the proposed two-story home along McClellan. The project incorporates different design elements such as windows, decorative iron balcony railings, Two Story Permit Action Letter Page 3 R-2014-37 and the offsetting of the wall to aid in breaking the massing of the structure. In addition to the design features, the applicant will plant an additional front-yard tree along McClellan Road to aid in screening the structure. Staff received an additional comment regarding the lost of sunlight in the morning from the adjacent property. The City of Cupertino incorporates minimum first floor and second floor setbacks,maximum building heights, and first floor building envelopes that aid in allowing sunlight to adjacent properties. The project has met the necessary setback requirements in Cupertino Municipal Code Section 19.28.070 (E) and (F). Additionally, the project is below the maximum height of twenty-eight(28) feet for two-story structures consistent with Cupertino Municipal Code Section 19.28.070 (J) (1). The first floor building envelope for the project is consistent with Cupertino Municipal Code Section 19.28.070(J) (3). Staff has made all the findings that are required for approval of a Two Story Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140(B). 1. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning ordinances and the purposes of this title. The proposed project is consistent with the General Plan as the project is within the Low Density land use area. There are no applicable specific plans that affect the project. The project has been found to be consistent with the requirements of Cupertino Municipal Code Chapter 19.28 Single Family (R-1) Residential. 2. The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare. The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare as the projects is located within the R1-6 (Single Family Residential) zoning district, and will be compatible with the surrounding uses and neighborhood. 3. The proposed project is harmonious in scale and design with the general neighborhood. The proposed project is located in a residential area consisting of single family homes. The proposed project maintains the single family home scale found compatible with surrounding homes. 4. Adverse visual impacts on adjoining properties have been reasonably mitigated. Any potential adverse impacts on adjoining properties have been reasonably mitigated through the installation of privacy protection screening materials, and the installation of two front yard trees. Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Two Story Permit Action Letter Page 4 R-2014-37 Sincerely, Erick Serrano Assistant Planner (408) 777-3205 ericks@cupertino.org Enclosures: Approved Plan Set CC:Dolores or Tom Soso,21152 McClellan Rd,Cupertino,Ca. 95014 Charles or Jane Wu,821 Lily Ave,Cupertino,Ca. 95014 Daniel Aw or Jean Sun,809 Rose Blossom Dr,Cupertino,Ca. 95014 David Kellogg,7830 McClellan Rd,Cupertino,Ca. 95014 Scott Hughes,7752 Huntridge Ln,Cupertino,Ca.95014 �s�"-��i��`%. �. ,..�,.... ' ,+1 ,�.,. � � / - -- . - :�� , ;� � �, .� .�_.. _._......_.... - � ..i .. . ;,: � ,f ,_ , �, ./�� _ �: ✓::.- �. _r SITE MAP AI� DATA . � ! PROJECT D�ECTORY ARCH]TECT LPMD ARCHITECTS 408-892-0280 1288 K1FER ROAD,UNIT 206 409-884-0281 FAX SUNNYVALC,CA 84086 OWNER TOM 8 DOLORES SOSO 21152 MeCLEtLAN ROAD CUPERTINO,CA. STRUCTURAL WESLEI'L[U ENOINEERING 40B-B7J-16�8 �NGIN��R 7248 SHARON DRIVE f0 9AN JOS2,CA 95128 CIVIL RW ENBINEERINO,INC 408-282-1889 ENGINEER 50S ALTAMONT DRIVE MILPITAB,CA 950�5 LANDSCAPE THOMAS DMK 6 ASSOC. 825-8��-258� ARCHITECT 1620 MAIN STREET,STE.4 WALNUT CREEK,CA.94586 TITLE 24 M5J�NEROY 650-788-7100 CONSULTANT 768 ALLEN COURT PALO ALTO,CA 94J03 SCOPE OF WORK CONSTRUCT NEW TYVO STORY SINf;LE FAMILT HOME W/ATTACHED TWO CAR 6ARAGE GE�RAL I�TES/DEFERRED SUBNNTTAL 1. AUTOMATIC SPRINKLER STSTEMS SHALL DE INSTALLED PER iliE RE�UIREMENTS SET FORTH[N SECTIONS NFPA 1JD OR SECTION R�13.1,WHICHEVER IS MORE RESTRICTIVE: AN AUTOMATIC 9PRINKLER SHALL DE PROV[DED THROUGHOUT DUILDINO, A STATE OF CALIOFORNIA LICENCSED�C-16)FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS,CALCULAT10N8 A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO SANTA CLARA COUN11�FIRE DEFARTMENT PRIOR TO 6EOINNING THEIR WORK. OWNER/6UILDER TO CONSULT WfTH LOCAL WATER DEPARTMENT TO VERIFY 1F UPORADE TO EXISTINO METER REWIRED. PLANS TO SHOW SEPARATION/PROTECTION DETWEEN FIRE WATER AND HWSE WATER SUPPLT. 2. APPROVED ADDRE88 NUMDERS Oli ADDREBSES SHALL DE PLACED 1N SUCH A POSITION AS TO D�PLAINLT VI819L.�AND LCGIDL�FROM TH�STRttT OR ROAD FRONTIN6 THE PROP2R11'. NUM62RIN0 SHALL CONTRAST WITH TH2IR DACKOROUND �. SINGLE-WALL METAL PIPE SHALL NOT DE USED IN RESIDENTIAL OCCUPANCIES. CMC 802.7.4.1.5 4.PROVID�COMPLET�D CF-6R-LTG01 FORMS TO CIT7 OF CUPtRTINO INSPL•CTOR PRiOR TO FINAL INSPCCTION. 5.PRIOR TO FIRST IN9PECTION WASTC MANAOMENT DOCUM2NTATION SHALL DE PROVIDED TO CIIY OF CUPERTINO. 6.fiENERAL CONTRACTOR TO PROVIDE CiTY OF CI�ERT[NO DLDf3.DEPT.A SIGNED LETTER CERTIFYING THAT R�SI I�NTBFLOdItCNGLST�TL`MNCfiMPOBIT WdOD M��T TH�MI SNONC�JMTITSg�F��4904.AND ADHE8NE8, 7.PRIOR TO FINAL INSPECTION 6Y C[T7 OF CUPERTINO PROVIOE A MANUAL(ELECTRONIC OR WRITTC-NI PROVIDINO MAINT2NANCL',OPERATION AND LOCAL iNFORMATION A8 STATEO FOR ITEMS 1-10 IN 82CTION 4.410.1 COD9C EACH PLUMBING FIXTURE AND FITTING SHALL MEET THE REDUCED FLOW RATES FIXTURE TYPE FLOW RATE MAX.FLOW RATE<20 REDUCTION SHOWERNEAOS 2.5 gpm•BO psi 2,0 gpm•BO psi LAV FAUCETS 2.2�m!60 psi 1,5 gpm•80 psi KITCHEN FAUCETS 2.2 gpm•80 psi 1.B gpm•80 psi TOILETS�ORAVITY) 1.6 gallor»/flush 1.28 gallotis/tlush TOILETS(flushomN�r tank) 1.6 gallons/flush 1.28 gallone/flush PROJECT WFORMATION DU[LDING CODE: 2010 CALIFORNIA 6U[LDING CODt 2010 CALIFORNIA RESIDENTL4L DUILDING CODE 2010 CPC DASED ON 2009 IPC 2010 CMC DASED ON 4008 IMC 2010 CEC DA9E0 ON 2008 NEC 2010 GREEN CODE 2010 INTERNATIONAL EXISTING DUILDING CODE 2008 CALtFORNIA DUILDING ENCRGY EFFICIENCI'STANDARDS APN J58-0�-052 SITC AR�A 8,660 S.F s. OCCUPANCT OROUP; R-�/U jTA6LE 3AI NUM6ER OF STORIES: 2 CONSTRUCTIOhI Tl'P2; TYPE V-D FULLT SPRINKLERED ZONING R-1-6 (E)6UILD[NG 1,084 SF-L[VINO+400 SF OARAQE FAR ALLOMVED 45%X B660 SF•�897 SF(INCLUDINO OARAOE) FAR PROPOSED ��814,65 SF OR 44,1% LOT COVERA6E ALLOWED■9,887 SF OR 45X LOT COVERAGE PROPOSED■1,930.6�(FIRST FLOOR LIYIN01•472•26(BARAOEI+174•55(EAVESI •zsn.4s sF oR se.ez SCCOND FLOOR TO FIRST FLOOR RATIO ALLOWCD•66% SECOND FLOOR TO FIRST FLOOR RATIO PROPOSE•1,412.08/�1,8�0.8�•472.261•58.8% SUUARE FOOTABE: FIRST FLOOR • 1,830.63 S.F. SECOND FLOOR ■ 1,412.08 S.F. =58%X jFIRST FLOOR LIVINO•OARABE TOTAL LIV1NCs AREA ■ �,342.68 S.F. TWO CAR GARAG�= 472.26 S.F. �:�� ► �� . AO INFORMATION 9H�ET CIVIL CO EXISTINO TOPO C1 ORADINO AND DRAINAf32 PLAN ARCHITECTURAL A1 SITE PLAN A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A2.3 ROOF PLAN AJ.1 FRAMING SECTIONS AJ.2 EXTERIOR ELEVATIONS AJ.J EXTERIOR ELEVATION9 A5.1 FIRST FLOOR B�.FT,CALCULATION A5,2 SECOND FLOOR SQ.FT.CALCULAT[ON A6 NEIOHDORHOOD CONTEXT L1 CONSTRUCT[ON LAYOUT PLANS L2 [RRIOATTON PLAN W PLANTIN6 PLAN 6 PRIVACT SCR��NING L4 [RRIGATION 8 PLANTING DETAILS 8 NOTES CG-1 CALOREEN CHECKLIST Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 %�./i.1.1 V �� DEC �6 Z014 APN 359-03-052 Ibdi�s �2 1�7A.LLLN� Q�1i�'q,-CALF�O�IA Praj�ot Noc DJ►7t X-lOF)00oc •r�t 71ra �� RwAr.br- ❑ �r�t Noe AO of i�Y ,.e..�„� :+--r�!�._...,....�,.,�.....�-�, ' , „ . ' ''" � •:' . � .r; ��/ — . . �_ _ .__... ,.�.,,., „ -..,. ,...,.,�..�..� - �- .;_ "^l.c.'�- -'='�'i'-%.�.�. .�,�., ...:�._..L.�.. .Y.d,��....�......�.....�.,.,W,.s,. � J < � � O Z � � � � .� Z 0 LOT DATA ZONING LOT SIZE F.A.R. ALLOWED F.A.R, PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR PROPOSED COVERAGE ALLOWED TOTAL LOT COVERAGE PROPOSED = FIRST FLOOR BUILDING POOTPRINT + PORCH + EAVES � � � � � � , � � , � f i � Q ON !L z Q � � w J U U � • � � � , ROSE �LOSSOM DRIVE � ------ -------------------------------------------------------------� ��B�TE PLAN � T■�-0' R-1-6 8,660 SF *- 8,660 SF x 45X = 3,897 SF. 3,814.85 9F. 2,402.89 5F. 1,412.06 SF. 3,897,00 SF. 2,402.89 + 82.73 f 174,53 = 2,660.15 I z—�-- I Architects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359-03-052 � 21152 McCLELLAN cuPefir�-cu�aaw► wo�.o�� a►� ,oa-,a a■.�ne �1 1 G PLAN �� o �� A1 � � ��T R� ' vr-r-o� LIVING ARCA 1,Y�0.6J S�.FT. BARAOG 472.26 90.FT, � �� ,��f..�� ;:. �__._._______�.�_____. : , ,; . , , ,.; , � �r, ,.� ,a;_ , �—�.>. , . . .,. � ; �- _. ,. ., _ � . _ �.._.�,_..�,._�. :•;�� .,. , . , . , :- , . �� `� ,�, "` `,�::mr-:..��-��....�.��.�..�_.�A,.,�...� Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359-03-052 � 2f152 McClEl1AN a�err�a,-ca.FOAw► �yol�ot Noc DAlL 10-7-14 �r�t 7wc FIRST FLOOR PLAN �� o �� A2.1 d �M� ' ' , ,�,� - � �,.,�- � / �_ , . : � ,�_ ��,� ., li_ ._ ....4__�: ��_�..�___ , �.tG L� _...-�ya.r� � �� v�■r-o� LIV1N8 ARCA 1,41206 SC.PT. Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359'03'052 � 2f152 Mc:CI.FI I AN au�atna,-cu� hqwt Nec piAA7t 10-7-14 llwt 71Nc SECOND FLOOR PLAN R�rYa Y�r. ❑ !Iw!lioc A2.2 d �� _ �� -��f��" :�'�.._ , W. _ _�_ ,� _ .. . ° ��'��'�_'.�:�� 1 ROOF PLAN � vr-r-a Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 Arl�l �7�Ja'Da7-Vv2 IMMie �G Irlb'NI.GI.LN\ Ct�6i1NQ,-CALFOIriA r�o�� a►�x-�oc�000c a�M.c 7Mu ROOF PLAN nwlw.br. a Swt Noe A 2.3 � � � . f L. , �1 L=j�7�'�../._... ,r.. .�_ .� �:.�'�-f ',s.�__ .�... -� .� %� -- - � � �� ,.. .,�. �. , _ y��"'` / �— �--r ,._,.,.._._...._ .. � � _._,..--._c.,- � ..._.. �l roP PuTe a � BGCOND FLOOR CEMENT PLASTER— ° PIN18H T'fP, ae FIRST FLOOR io 1 BECTION A-A Y4�T-0' 12 CONCRETE TILE 4,5� ROOF'S'PROP[L� N �D roP Pure - ----_ __---- � CEMENT PLASTER—� � F[N[SH 17P. � DATH f! _ - -_ _ __- � SECOND I'LOOR — ARCH�D�NTRY � I ; I ' iiPORCH ( i ! � i � i CONCRETE ENTRY PORCH . � � � ' ' F1RST fL00R � ! _ _ _ , . __ _ 1 ,-_ __— � � / � / D 001��f ��HALL / � / � / \ _ / \� 2 sEC�noN s-e vr-r-o� -� _- .-_....__."."_................_�..._. MASTER 6EDROOM YVINDOW 81LL HEIOHT --- ____ _ .— ---- �8 � FAMILT ROOM Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 NI\ �0��/�1L biiiis L 1 FiL IrIVN1.TL�� -�F�A RvMot Ibe OAIt X-l0(-1000f Swt 7rls BUILDING SECTIONS n.�ey: ❑ ah..e�s A3.1 � � / TOP PLATE w 9GCOND FLOOR � OtCORAT]VC IRON LIOHT9 FIRST FLOOR PLANT-ON WOOD BHUTT�RS _ �� CONCRETE TILE ROOF �5'PROP[LP —yr.`,1-:= >��i-.., ��j,.,; �.i"" r .��i�.♦/1�!"�„.. is ,� : 4.6� r�� G, /� ;'. y .'-r� 'i r�''v ;''.r :-t,i"T,"�: :< - �r•'t{ 'j �' �r':� -��•."j `��: F� /-- �.� \! / /� 1.i \F� /� \/- , :� ..�(ti� ;,�%' / ;:y �.F ! :.,,T' � � i'�� '�.. �"..:'� \ ��'t".\ ♦�: '�''%" \.'i".•i �, ��•'��..'�t.�l-'.•�.� l. -;�L\, .t�.\ tl.,f�. i � �%_:� � � \ .''�>: '';�.. ��..1 . .V,..�_..._ �:�_..._____.0 �_.._,_..�...,.� _��.<__...� -- (_ -- � I I � � : _ , DECORATIVE IRON WINDOW — DALCONT RAILINB � SILL Q 5 occow►rne rne ' � - � GADLE ACCENT _ 12 � ^, �r ' � < :; 1 : - - - - -� +� >,, : ;: .,-� � ,; , ,, w Loow 1 11- 11T1�T11 „ � n� r_6"ti �r`.,�y� �; �,.�r�:, ��r r, ; �;�-t_.r.�� o , ' - - ,.:.; ,':,� � ; �_., .-,, ,, ; ,' �, � , �.,, - :, r .: ;, .�,� r , �� :.` .:.. �'. :, „ , , . , �• � ' .��:r r �.,�.;� . . , • : : ..<� 1.>\/\ ..j../ �:� �_r" �I..f'1'/�1... .. 3' �..�i..\'F .... ,f.�%' �. _.—_ . -- _ . . . ...... .. .. .... ... ... . . .�-.. _.... _ ... ._....._ ..... .'n,"\� ��..1��', -`..'(`� 'l./� . i.'v../ ...+� . ___ —_ ._..__. ..._.___ - . ._ _ _ _- -- — _' _ __ — _ �, a 2xA FOAM TR[M� i - '- ,- _ -- _ -- -- - -- - I l [ _ - — � ( X f _�� r -r .. p _ , ,_ � � � � 1 - -_ _ � 1 i �o � . �7 ! � _, . . __ : o r . _ ! � ! � -- -- _=- --- , ; i ; i �- ___ - L 1 I I_ _I I I_ _1 . ` ' _ � : _ � . i : - -- -- DECORATIVE[RON FALSC 6ALCONY RAIL �CERAMIC TILE[N6ET CONGt�Tt STL'P6 AT YVINDOW SIIL � F��NT B.EVATI�N�BL�S� 7.73'MAX.RI9GR � Y4�T-0' MAXIMUM DUILDIN6 HEl6HT 28'-0� 11 4.5� ,•'" :;r°'r=ii:_;, �>;..�r < �;�� ',:�; f�`� ;_i �'� � �� `y � F. ��t� �r��,��;i '��, ��, 'i- ��" .,T`ti�'�'�"�, ,..1'1:,s-' "�.a- .r',.�. �_i"S.r-�>�. 'i'� 'r � --'c r �r-�:,.:� �;1; r-� �i r -��:'\ .��, � i� •��; r � y�.:'� 2�r r_�;,"\ ��1�. 1'! }'� }-' i�{.��;��_:�,7 _._----�------___ , __:�C--;��,-.%�' _ , � .� ,_ -� -_ „ .� �.. ��- � � - oecow�rne�RON _ aa.coNr w►�uNo TOP PLATE / ,: � �,'�..� ;,,: �,�.'.f �.,r ;<'� v ii-: r i i^i./ �,•."• �� .f �i"�l� ` r�� i"� -- -- -- — � � � � _ - DATL[6HT PLAN�FOR � OR 1-STORT PORTION / __ .__ ' � O O C� tD-ST R�PORT ON F �r�� 1 ��i` _i' : : • -- / �, �� ,; ; ; __... ; i �.."� f -� -- • _ . � ----_ . ;,�� ,,. , --- WINDOW SILL o ; � --_ - � = ��i�� , �.:r'l/ �.% : : � .. -. ........ ....... . ___.. _. � �PLASTER P[NISH 0/ o \\ ^ WINDOW 5[LL — -. - --'-- _ W[I�OW SILL TRIM � � , --- -- __- _ - n o 12 12 12 \ � SECOND FLOOR "' 6� 6 � � / � �� , 5 �� \ I I L D�CORATM IRON ;__ BALCONY RA[LINB - r � _--- , =� � __t_ __ _IL_ . � �� :_-r� = i=j PLASTLR R�C�SS W/ �- -� IRON PLANT-0N IM —_ -_ � - -- PLA9THt FIN29FI�D IRON PLANT-ON - PLANTER F1RST I'LOOR ---- - --_ _ -__ W[NDOW TRIM � waHr soe a�v�non a�oo�.e.��w L Y4�T-P I I �� Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 I'i�l\ �Or�G IYiliis 21152 auPanNO,-cK�oAr�► RoMo!lioc DA7E X-lOF1000( Swt Trls Exr�RioR ELEVATIONS RrNw by: O S�t poe A3.2 � � TOP PLAT� :, r 0 o� �1 � ��: SCCOND FLOOR , ;,�-.;r ;. ,f„-<: ;r FIRST FLOOR 101.4 IRON TOP PLATE rn SECOND FLOOR - >? ,_.;, �-. �K.� �,..��,,�!-�- � � _� `.:,��--j�,. �_ , ,., _ � �._.. _ � . ,_,, � ,,. - �ir-.= _ ��-.;,r �-� � -- �- "_ -- , _ , , , _ � _,.. ... . . . ,� ___. _.. CONCItCTt T[L�ROOF _.__ "S"PROFILE _.,',,..,`>"�',i'l'\/.. .�;f� ;''. f `:t 1,.,,,. 12 � J, r /� � . i i�v <r {� i � 4,9� . ✓�_1 � . . r r� �� 7 ti '�r ,� r i v �r '.i��. �..�r y/ �/-�i �,,.��' l :.f'�� -�.�r r � �r�j r ;.�Y-/ �°�� , .r- �,r,', �f.;i. ',i"�. ♦f.;i- ',�.'.;, `f..;�, i.',; �:C'<: '4 1 .:-'�<r /�'�',: ,i-�.��.'v��ti.,.'':�r�%�.:%�, „-::'. v,;:.�•c r'-i:�-, , i_v � ;;r.i��,:', ':�`?��:.t�l-�,;�-��-.�.. �� :� L � ._ I ! i — f PLABTLR R�C�SS W/ 1RON PLANT-ON TRIM DECOltAIiVE 1ZLE _ -.__ ..;- ..,.. OADLE ACCENT YYINDOW SILL -_-- __ ----- �WII�OW S[LL ry'� i;:r, �-��r � `. .. ,� , . _ —_. f. `r , ;,_ Q4 0 0 e� A -,'� r��,,:"_�.l...ti_,_.` .�. �.,.., '�'�: : ,� , . :. >>; :•: .: ,; rr . �� ; ;: .� ; , .. � _/. r..`l .,.•<: .;r: , . � � . , ; ;. . .� �, i�� v�.' f�/`�_, , v,Y'4. �.jl�- f�C.,'; :!";�.. `-±'.'? "�" ...... .. .. . . .r?n .. __. ... _. ._ �1:.`i:f . . -____ ..._._ ___ __- �� - ; ; _ �-,--- -, _k � _. __;_ � _ __ _ : � ' � : i i I: : � � ...;.... ! � ; ; ! . .. ; . . . . . . : ; : : � : � : : : : � f..._....-------- — : : : � ! : : : : � : : : : : � � � : : : -__._.- ----=-. --. _ ��R � 101.4 CONCRCT�STtPS �CONf�T�STCPS 7J5'MAX.RISER 7Jb'MA%.RISER 1 REAR B.EVATpN Y4'�T-0" 12 4.3� :�v:� .._�',��,;,:.�, :•i t l ) �`�°_, ',:y'� �- �1�.l` .'�c Y\(\ r\'!,."S Y�,/� '/� �\/'\% .Y)ll%'.Y�i'ZI/\/`�::� � ;.�i ��. ::�,.`j1, -�!�.'1 .'i'./'.(.;�-,, -..!,:' Il / ��1.-.`.�(\: ��1�.`\� �.�f l ,l:' >i� �\ 'f / � .' ', � � �,. : .. �� .-. �� • ♦/,.,r- �N j ��..,,�, ,, , _.�,�, ,,,..,,� ��. ��.,�,. ..�;� �� .;�, �..`r:. ,� 1..:i• r'.�;��v .� i.:'\/�{i�,_'/'tr''2 ;'�i.�r..�..�i'i':.''� .�,.�.i:`�1/�.{�ti� �T..'/.�.,`'�� >,.�\/�f�.: y.r-�.,., .. .. .. . � DECORATIVE STUCCO DETA]L O WINDOW S[LL L_J� O O �r � ,;;�;i W[TH ACCCNT COLOR.Tl'P. ,'�..:•..�::`;; ;.�! 0 1Z r�i'� F � � 4� :f / `,_.`�, !` —- __ t :��'�`r' �_'s �f >�(` ��- �:{�,,: �� :;./r� ".: � .:�a.r:.` ' ,,.�,.:.. . , �_'^ �f�� °<"` r-,i�'�.�, --. r i-� :f� ��.'�� . � �,��rti.':x^ ��,r�iti..,.�,v�r\;r' .:�.r . �, . � . . ...._.. .. ._ . � � , �:��;! :i'•., a ��.�� 3 ��;•r �.:r _��,..� �.,,i� -`r-...y.. l 1�. T,r f.�;y�.l �,);.��'„ _ _— _—'— � [� �[ i� I, ��—DECORATIVE[RON LIBHT PLASTLR FINISH 0! WINDOW S[LL TRIM � �r so�a�v�� c y4..T_� Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 � �O��/a�L Ril�t LI�L ��-�� wp.oe no� o�te x��000c a�t 1M�c EXTERIOR ELEVATIONS r�.w.�.�r o sr.c Moe A3.3 � � /�= �'�1��i�' ,� '� . . ,j , F� __r �: .�f�. _.._ . .,- � � � , � .'�i�� -� �,�c��; "� . i i!i . !``:'t'�" TOTAL AREA OF EAVES NOTE: 9GUARt FOOTAf�CALCI�ATIONS AR� TAKEN PROM EXTERIOR PACE OP STUD. �,��sT R.00A _ � y4'T—�" FiRST FLOOR 1,9J0,6�SQ.FT. enw�sc 4�ssa so.Fr. TOTAL 2,402.B9 S�.FT. 16 16.35 Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359-03-052 � 21152 McCLELLAN a�a,-c�on� py�p�� py�� 10-7-14 �wt 7wc AREA CALCULATIONS FIRST FLOOR �� o �� A5.1 i� �7 ��,� ;�''�' �, � � ,`3`-�- r_ 1 ��-�--�� , --� _ � .._. �. .. . � �� .-� ,� . _ � -,A �- .� __. ,�,�� , �. �. _ _ _. _ NOTE: SCWR�FOOTAfi�CALCULATIONB ARt TAKEN PRON EXTERIOR PACE OP STUD. � aeoo�n RooR � Y4�T-0' TOTAL 1,41206 S0.FT. ��: iIS AR�A IS AEOV�15'IN HC10HT.IT AS DEEN INCLUDED[N SCCOND FLOOR R�A CALCULATIONS. Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359-03-052 � 2f152 McOLE1l.AN a�n�o,-cKFa�w► hoMot Noc DA7E 10-7-14 �w�t 1M� AREA CALCULATIONS SECOND FLOOR �� o �� A5.2 i � ..�. HOUSE TO LEFT HOUSE TO LEFT �, ; ; Y .-, . . , r. �.. , .. _��- ��%� .i � _ .. _.�,�_.._� , ` � f' �� " :�{'yt _%,� , . � �� 9 .. � _._. i � � i,<!:�' �� ,i .,- > �`� �� _� , .�,�.�._��....� rl`g... .. __. SUBJECT SITE VEIW FROM McCLELLEN ROAD SUBJECT SITE VEIW FROM ROSE BLOSSOM DRIVE HOUSE TO RIGHT STREET ON RIGHT Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 APN 359-03-052 � 21152 McCLELLAN a�na,-c�oaw► pyol�ot Noe pAl� 10-7-14 ��t 7�s �� ONTEXT PHOTOS r+.�..�sr. ❑ a�..e t�oc A6 � � RW ENGINEERING,INC. CNIL ENGINEERS •LAND SURVEYORS 505 ALTAMONT DRIVE MILPfTAS,GA 95035 (P) (408)262-1899 (FAX){408)824-5556 rweng i neeringOg mail.com TOPOGRAPHIC MAP APRIL 20, 2014 21152 McCLELLAN ROAD yANO CUPERTINO, CA �`re�°��r�,�*�� PARCEL C 325-PM-31 * @�� * APN: 359-03-052 . AREA= 8,660 S.F.f ��rt or c►��°�� ABBREVIATION AO AREA DRNN A.E. ANCHOR EASEMENT AC ASPW�LT CONCRETE BRI BRICK C/G CURB k GUTfER CONC CONCREfE DI DRAIN INLET FF FlNiSH FLOOR GRADE P.U.E. PUBUC UTILIiY EASEMENT 5/W SIDEWALK W.C.E. WIRE CLEARANCE EASEIJENT LEGEND --- �r uNE — c�rn�r� —ss unun uNE-�as ra� #—o SfT�ET U(�1f ❑PG&E UlllllY BOX-IYPE A$NOTED ❑WM/GM WAIER/G�S AETER D4 NN WATER VALVE � ��,��N �-o-+ �Mvwwr Q MH A4WHOLE-iYPE 0.S NQfm o co s�wu,�r se�aFnNan PP�OH POWER POLE W/OuER�iFAD MARE � � —zoo ca�ra,R ur� Qo MON MONUAfN� ��z,• TREE-TRUNK DNMEIER Nd INCH6 SPECI6 NOTm MIFfN NNONRI SITE BENCHMARK: � SET NAIL ELEVATlON=100.00 BASIS OF BEARINGS: PER PARCEL MAP RLED IN BOOK 325 OF MAPS AT PAGE 31,SANTA CLARA COUNTY RECORDS. NOTES: 1. THIS MAP REPRESENTS TOPOGRAPHY OF THE SURfACE FFATURES ONLY. THE BOUNDAR'f SHOWN ARE TAI(EN FROM RECORDED MAPS AND DEEDS FOR REFERENCE ONLY. 2. UNLESS SPECIFlED ON THIS MAP,LOCATlONS OF iHE UNDERGROUND AND OVERHFAD UT1LITiES ARE NEffHER�1TENDED NOR IMPLIED. FOR THE LOCATIONS Of UNDERGROUND UTILITIES CALL'USA' (i-eoo-sa2-2aao). 3. ALL DISTANCES AND DMIENSIONS ARE IN FEET AND DECIMALS. 4. BUN.DING FOOTPRINis ARE SHOWN AT GROUND LEVEL. 5. FBJISH FLOOR ELEYAi1pN TAKEN AT DOOR THRESHOLD(DQERIOR). 6. A TIfLE REPORT FOR THE SUBJECT PROPERIY HAS NOT BEEN EXAMINED BY RW ENGINEERING,INC.. OTHER EASEMENiS OF RECORD MAY EXIST THAT AftE NOT SHOWN ON TFNS MAP. �//, I z-��- I 0 5 ,o zo SCALE: 1" = 10' _. ��"-..��C:.I�{ .._-'� `�/ , �-_��.—�;�-. , �; . .. � . ��K'�� / ^_.> .- . _ ��---'-��.?-C�-.-_'` . ...s...,.,....,.�., 55 SS ss 55 55 ss SS SS SS 55— ,,p A — — — — —�� — — ;X — — �} — — — — $$ S$ S$ $$ SS S$ S$ $$ $$ ROSE BLOSSOM DRIVE FFi +-O-F I F--� � I �,�/ W � I � �} 1� W I � U U � � 3'-0°hi concrete block fence ' I -SS SS SS ti ��, — — O �� S$ S$—� CO - EXISTING TOPO R oowNSPOUr VARIES 3'MIN. ' FlNISH fL00R i FLOOR JOISTS SPLlSFi 2X BLOCK M�N. . , g- • MIN. 18� � MIN. d �e. � e GRASSY SWALE ' a 0 1x MIN. TYPICAL GRADING AROUND FOUNDATION NOT TO SCALE I z-�� 0 5 10 20 SCALE: 1" = 10' I�EW ELECTFaCAI,CJ�BIE NrD lE].EPF10t�E SERVICE Bt'UfIUIY Cp+PAN6 DC SEWER IAiERI�L TO f�WN.- IN5fP1L NBM P CtEANOIJ�PER sa�arrr �qur�rs � SITE BENCHMARK: SE(NAIL EIEVATI0N=100.00'ASSUMED MASONRY WALL � � FG \ 101.4 � 101.3 + M N. I I � I MIN. �~ � EM � I GM. O/ � � � � � ; �°� SHEETFL INJDSCAr m � ICIXJp�LOCK WALL I PEW CAS UNE Bf PGdrE ss �� - �'�-- - - SS -- -- 4'NDS ROUND � POLYE�FiYLENE GRAVfTY ROW GRATE 4"P.V.0 RISER z TEE a m �INFLOW FROM PUMP 3/4'DRAIN REDUCER AS REQI�RED ROCN � OPEN BOTfOM 6"INTO ROqC ,;, �g�� . GEOFABRIC TO ENCLOSE ALL DRNN ROCK I I � 12'�12. � POP-UP EMITTER(BUBBLER) NOT TO SCALE 6'AD �o RIM t(�2 INV 100.2 so- 101.4 N�f 9 O�`p . Ff=101.9 59 �O�' GARAGE �`1 FF=101.5 PAD 1�.8 �ti :°� �� .ti NEW CANC D/W FIBER ROLL NOT TO SCALE A1 O� � :�' O 10.00' q, . .� . ,o �o- �� 6 AD M��p)�� '�1 " o`' O o. RIM 101.2 a� r� � � � INV 100.0 �o` :°, 6�� RIM 101.2 so so so so INV699.6 � P �� , � � � ° 6'rRUT � � �' N�f � a•wc o,x � ° � F� 2Z MIN.(TYP.) I 101.4 MIN. 6'AD �� \o.?� � PoM 101.2 s�, � INV 99.4 RAMP No�: CONTRACTOR SHALL VERIFY PAD ��' �6 ELEVAiIONS WIT}i STRUCTURAL PIAN p� DRIVEWAY � ,� PRIOR TO CONSTRUCTION. ADJUST PAD M�� r' �P ° ELFVAiIONS AS NECE3SAR'f " I _ w w�w Im NEW HOUSE �j FR�� FF=102.9 SHEEiFLOW � PAD=10U.5 q�� A LANDSCAPE �o` ; AREA " � �3 6'BUBBLER � RIM 101.0 � � INV 99.0 _, � I FG � � N� �'�1 101.4 ;�� , � .,�� •,� SHEEfFLOW ACROSS REMOYE PORTION LAN�SCAPE AREA OF EX.CONC � �� BLOCK WALL L��1 �cp. 6'FRIHT � - - - - - `� A a NO'OB'S3'W 90.0�'y _..----.,o`y� �. �p` coNC s/w �,`? �p , ,,�, ��, .� � � ry0 �� RAA1P � P'�p,) O d� s�cN _ _ --- ---- - - coNC c/c � RDAOVE D(. DRNEWAY � RAMP NEW SiD.A2-6 C/G PER DET.1-16 ss ss ss ss ss-- ---- ss 1'WIDE AC CONFORM � (10'DEEP LIFT) y� - :�- - - :�- - - NEW 16"D/W - SS SS��CD 9�• SS SS SS - 1-20 ROSE BLOSSOM DRIVE rri +--�� A=89'S3'59' S+� RAMP R=20' �� h �� L=31.38' ,�p �� , �� f�' � 0h � �� RAMP fc�'�f' �� ,,�p� ' ° � .� 'c.s. � 1'MADE AC CONFORAI (�o•�P u�r) �IJE1M SfD.A2-6 C/G PER DEf. 1-16 NEW WAIER IrETER �Bt NW7ER C0. w w� f-� � I O � Z I �l I--� W � � U � I o I I ss --- -- ss ss ss .� - - -�`�- o �p°,��. SS SS - T ss �� -I DEVELOPER'S GENERAL NOTES: m �. eu wawc swi e�iN�ocorm�v�wmi niE su�oF c�u�o�sru�a+xo saEar�cnnars(u�mmo�).nN+oYwo rw+s(uhsr mmoa).�wo an aF a�rrnra snva�r�Puw. W nf co�rwicroA sw�u vExFOai rr�e waac�ev N n+E saEaFlC++na+.�►o�s siarm on n�oPoUnncs.�wo 10 nf s+ms��ciai+ov n�cm aar�. Q Z NL UNDFRGNOUNO UIILIfES SFNLL BE NSTN.LED MID ADEOWiF1Y 9AR76lLLID 9EFORE PIACOAFNT OF 7HE 9�tSE INTFANL NIO SURFMCE SIRUCRIRFS. IF UIIUfl6 AI�lU BE NSfNlkll � x�sEwamr,�wamoi Nonrx�na+rx�n��cr�a ur�m co►piwr i�nNC rts ca�rrwwr ro eo�ar n�a�u e�suewmm ro n�an eNa�x effor� PFOCEEDIpG NfIN 7HE MOIa(. UNDEAGROIMD U1M1fIES.EXCEPf SIOf01 NID SNAfl1NY Stl1ER.Wl1 NOf�PfRMIffFD NI PAVEII�If N�N MIIH TFf FXCEPIIINI OF SIREEf CROSSlK�S, rnr�mnse s�cFirntir rwaxov�n�wo�umio�azm er n��Qt. 3. TFE CONIRACfOR SFNLL HM�E ALL OF IHE UIK1fES.WWFRGROUND MMNS.ANO S�RVICES 1WIT WY OONFUCf MIH TFE PRQIECf,LOGIED M 1FiE FlELD. 1HE CONTRNCTOR 9iM1 CONfNCf uNOeacROUNO sm�nce u�rrr(usp Farrc-oair(�e)raues iM�uv�aF N+r wowc.��ar�iaa or nf u►w�caaiMO v�aur�s,�T(aoo)�-z�u. o � /. N.L TRENCH 9Ap(FlIJ,FlLL ARFAS�AND 9�lSE MAIFJAAL SfMLl ATTNN A I�NIYUN 951L NElA1NE COMPACIION AS PER SUNWRD SPEqFICilONS. FOR IYPMAL iRENqi SECIpNS.RffER TO 7FE W cro sr�o�rN�s,wmi niE occ�oF s�rur�xr sEw�. � S. Nl 1REE5.FOOfS NID FOtiOGN AIATTQt N E]USTINC OR PROPOSFD M(i1f-0E-NAY 511ML BE f�NO�fD 70 A OFPIH OF 1Y10(2)FFET BFLON�SUBCRADE AND DISPOSFD OF. 8. Nl IX6fNG PAVFNQI�Rf1A0'rFD OR MYIGED SlIALL BE RFPIACED AS REOUNED B!1HE CfIY DKi�EER. 7. N.L CONCRETE USED FOR ALL SIRUCtURES MUSf BE CIASS'A'(8 SAqCS PFA CU9C TARDJ AS PER SfN1UNtD SPEQOFlGUX7�6 AND SIiN.L ATfNN A SfRElICIH OF 2Z00 PSJ.IN SfYfli(7) M15. & DIiOP INLE75 INSVLIED 91ALL BE Cfl'(OF WPERTINO STANMRD UNESS OfFERMISE NOIED ON 1NE P1N15. 7HE BOJ�S SFIAt1 BE INSfN1f.D AT 7HE S�NE 7NIE THE P.C.C.IXMB MO � z CUfTER 6 MIS�ALLID. CIASS A'P.C.C.SfiALL BE USED. 9. A FNpMUM 1}iCKNESS OF SIX(6)NCH6 OF P.C.C.SFW.L BE REOURED FDR COMMETMUL OMVEWAY APPROI�d#5 NO fNE(S)INCFkS FOR RE90ENINL. LOG110N5 SF1YL BE OEIQC/NED araoe ro nf n+srxunon oF n+e aAes. n+E o�w�r siuu a�nrsru�o a n�e su�nWe tis n�cuHe. � 10.ALL SIREEf CUiBS SFNLL BE VERfICAL P.C.C.CUF�S. 11.INSTALL GIY OF WPER'fINO SfREET NAME SIGNS�FOUR(4)BlAD6 Fi1CH PER/SSEI6LY!S SNOMRI ON 7F1E PWiS iz msou.�an oF awExnra sr�o►�o►�eou(s)�wo Morw►iort(s)rs sr+orm on TMe vw�s. 13.�LL GWIDE SfNfES AND UiHS REUURED 9Y 1F£ql'(EN(iNEDI SIMLL BE INSTNIED Bf 7FE A160NIDER'S ENpNfER�LS qRECIED. MNMUM OFF-SEIS FDR CUf STN�SS S1NLL�FNE(5) FFET. 14.PfEOR W CONENqNG WORK,7}f CONfPICIOR SVMLL FMVE CUf SHEE15 APPROVED BY 7HE CIIY�JCNFfR. NO71Ff 7HE(YIY DIpNfER 7qElJ1Y-FDUft FIOURS(24)PRIOR TO REOUIRINC ��. 15.T!E CONIW�CIOR SF141 SUBMIf A M7tlfIFN REpU6T FOR FlWIL INSPECfION. 18.OIE-WiIF(t/2 POUND OF pPFR51NC 9JICK SHAl1 BE MO�D IIffH f11CH CU9C YARO OF CONCAETE AT 1FIE BA7CH PWJf. 17.GRApNG OF L015 OUfSIDE OF R/W ASPER 1TRGL SECTqN AND FDR CROSS-SECT�ON,S7MLL BE COMPLEIID MD APPNO�ED Bi iHE p1Y EIIGlEIIt BfFIXiE PRO(�EOINC WfM PftEPARAiqN OF 1FE SISCRADE NiD R/10EIENf OF Al16ACE SIRUCTUR6 ON LOTS. N.L 1A15 S1NLL BE CRADED 70 7HE STREEf ElFVA1qN,OR/S FIOMN ON 7FE PUNS.OR IS OEIEI�ANm 9Y 1HE CIIY ENpNEER. 1&NO11FY iHE Cff ENtlNEFR FORfY-F1CFif(46)MOURS tN A6VANCE OF REQUFiNG SERVICES FOR Cffp(fIG FIELD STAqNG. AT TFfS 111E.iFiREE(3)COPIES OF 7NE CUf SHEE7S MALL BE FlNN6FiFD. 19.N.L SUNOARD SfFFE'f YONUMFNfS.LAT CORNFR PP6.MD O1HER PQiYANQ1I MONUdD115 D6NRBED DUPNIG CONSfttUCIION SFiALL BE REPIACFD BffORE ACCEPfNI(:E OF 7Ff IMPROYEllDiIS BY TFf q1Y OF GIPEA�NIO. 20.INMpLE FRAY6 NO CdVFRS 9NLL BE BRIX1Q1f TO FlNSH CNADE BEFqlE FlNAL PANNG. 21.TFE DEVElOPFR 51W1 PAY ALL COSIS FOR 1/SIURE-DENSIIY p1RV6(Gl1FOFHN i6T N0.216�AND AHY OfHEA TES15 REOUNFD BY 1HE Cf1Y FNGNEIIt WMNG SIRFET CONSfRUC110N. 22 IPPROVAL OF 7H6E PLANS 006 NQ!REIFASE 7F#CONIRACfOR OF iHE R6PON9BUlfY FOR 1HE CORRECIONS OF YSfN(6�ERRORS�OR ON6510N5 CONfNNED TFfA�N. If�DURfIG Tlf CWRSE OF WIISIRUCIION OF MAPROVEY�I�S.PUBUC NIQt6f REOl1RE5 A MOqFIG710N OF/OR A DFPARNI€FAOM TFf G1Y OF p1PER11N0 SPECFNTqN OR TFfSE NIPROuEMENIS PW6. n�arr�mt srw.�r��n�wrno�r ro�ou�te sua�woaFlatnor+a+oErutru��ro ro s�c�r n+e we�+�+n+wr�n+e swe 6 ro ee�m. DP za s�rwacs sw�u ee Pu►�m,wo a�acFlUm ro n�s�ns�r�a�ov sarrn cura cou�m rExTM o�rurnExr r�ro co►maucian. z4.��r-rvE(s)Foor raHamic�uu.KS,eu�i+vowv+rs a+o�c�aoueas s�w.�eE x�sr�u ewno su�+aix. 25.EK�H SHEEf OF iF�CONSfRUCIION/MOOIFlG710N PlMLS SINLL BE IINfWID BY 1HE qIY E]iaNEER i0 BE WNSIO�ED MPtiOVFD FlNAL PlANS. R 9NLL ff THE RESPON99U1'f OF 1HE CONiRACTOR.AND Nl SUB(:ONIRAC�OR TO M151N�i11EY ARE FlIRNSIIED NIIH APPR04FD PLNiS OR 1FE IAESf RfVISED PlANS. 2&tl1 MATER Ll6.VALVES,MNRAHIS�AND APPURfENANC6 7F1EREf0 INSfAL1ID WRHN 7HE Cf1Y OF CUPFHIMiO YUNpP�L WAiER UfILIIYS SEtMC6 MtEA 9MLL BE 7HE PROPERfY OF SND wA7ER UllllY. 27.CONSIRUC710N SICMNG SFL1LL BE INSGLLID PIOOR TO BEqNNNG 0�WORK. 7B.NfY NO Nl SfORY LlFS INSTALLED A PARf OF 7FE MORI(ON 7Fi6E PLANS SFW.L IE CLEANED OF N.L IXCESS WTEfMI.OE9A5 AND 09rt2UCIlONS. SfOfal LNiES 9NLL BE FLUSHm AS OFECIID BY nIE ENGIEER. CUPERTINO GRADING NOTES: t eraHwk oF n�Rars o06 tar r�wse n�owrwt�vo/at�ra+ov nf�oHSeun Fort n�caw�crax oF��s,Qtaons at awssiora carrt�n nfrmN. iv WHNC IFIE COUR�OF CONSIRUCfqN OF llf NPROVEMENTS�PUBLIC MIfFRESf REOUI�S A MODIFlG7pN OF/OR�OFPNIIURE FItON 1HE CfIY OF CUPERfINO SPE�ICAION OR 1}ESE �vROra�wr runs.nf arr o+ar�x swl rN�nf numoWn ro�auRe�roo�anon a+o�rn�nx€N+u ro srEa�r n�wvm�n��n�swE s io aE��n. �nf sa.E o�o�av nf owrat um/at c�crat a cart�cr a�uc worres.(+ae)m-a�a.Fa+n+saECiaN av cw�c,sro�aww�ce.�wo w�euc�+ovoaoris. 3. NL PUBUC t�ROVEU01f5 MUSf 8E COMPLEIFD PItlOR TO O�NIC'f. 4. CONIR�CfOR 5 R6PONSBIE FDR DUS!CONfROL AND INSURNG THE AREA AW�CENT TO 7HE WORK IS L6T IN A 0.FN1 CONIXfION. s. nf coNr�r�cra+srvu r�w sm.o�r�a-4 an��cna�P�oa ro�n+c un wanc oR�oNnc iwr�s. B. MLIIE 96T Wt�MGEMEM PRACIICFS(BAIP$)�/5 REOUFED 6i TFf SfA7E NNIFR RESOIIRCES CONIROL BUWD.FOR Ni'f IiCIMIY.WFfC71 pSf1�tB5 SOIL 7. A WOFM SqImUIE OF GitAONIG NID EROSION k SEpMFNU110N COHIROL PIAN SINLL BE PqONOm 70 THE qIT FNpNEER B1'NJGUSf 1S. NO HLLS7DE GRADNG SFNLL 6E PEAFORMED 9EINEQ!OCIOBQt 1 TO AMaL IS. a �u.�r�w�c�iacx s�xvae(row�.ara��,�wo/at ae�siwi eE u►o�xoixwm. 9. 10 MMIYNE RFLEASE OF BONDS.CONOICf TFE PU�lC N�ORKS NSPECfOR FDR FlNFL NSYECIqN. io.eu oownsaours io ee a�sm To TMe c�o surs�+w�.o�crEO�wur rxou eunpNC Fou►�anons uro ow�ecim ro u�osriwm�ws. 11.PMOR 10 9EGRMNC ANY IIORN MIHN TFf PUBLIC WH(iif OF IW1Y,1FE WNIN�C�OR WILL BE R6POI1Sl&.E FOR PUWNC NI f]iCRQACHMENf PEAMf FR04 1NE PUBLIC WOlaCS DEPARIIENf. EARTHWORK TABLE �ocnnorr cur(c� FlLL(Cl') ocPORr(cr) SffE 5 5 HOUSE 35 0 TOTAL 40 5 35 NOfE: EARfFMOFd(OUN�(IIfIFS ON THS TABLE ARE FOR INFOFiMATION OPLY. CONTRACTORS ARE TO PERFORM THEIR OWN OUANRTIES TAI(E-OfF. �� ABBREVIATION 7 � f� ,;.�_ ��✓ {� AC ASPHALT CONCRETE . . CacG CtlR��GUTTER CONC. CONCRETE .._..._-__,...-- __�__ DI DRAIN INIET D/W DRWE�IWIC � EP EDGE OF PAVEMENT �r� � EX. EXISIING ��"1 �„' FF FlNISH SURFACE ,' ' n +. ` � FG� ."FiRISFi GRADE FL FLOW UNE . �� ` FS FlNISH SURFACE :; "�'_.�' ->- � � �.. � .�...,.r,;;.o-.�. >GFF- _._6�1W1GE.f1NISH GRADE LIP LIP OF GUTTER ' � ' P.U.E. PUBLIC UTIUTY EASEMENT PVC POLYVINYL CHLORIDE S/W SIDEWALK TC TOP OF CURB LEGEND -- PROPERTY LINE CENTERIJNE -SS UTILJTY L1NE-TYPE AS NOTED 7�o srREEr uc�r ❑�c UTILfiY BOX-TYPE AS NOTED ❑wu WATER MEfER DG wv WATER VALVE � CURB CATCH BASIN +4F FIRE HYDRANT Q MH MANHOIE-TYPE!�S NOTED O CO SANITARY SEWER CLEANOUT $�oH- POWER POLE W/OVERHEAD WIRE $ BENCHMARK QQ MoN MONUMENT -200- CONTOUR IJNE �--(-- SWALE O 1�L MIN. (U.O.N.) f- SURFACE fLOW DIRECTION °DS DOWNSPOUT o ��Z.� TREE-TRUNK DIAMEfER IN INCHES SPECIES NOTED WHEN KNOWN U � Z � � � Z ° o � � � �� w ��1�� w � o ;� W Z�N�� Z z °c�°D W � � g�W w w ��--_._- � p _ J x W � V U'J�vv� ESS�qy� �`'P( Y.�,'Y �� y O ' ¢ 50 1 �w�: 06-30-15 �r��,�IVIV�`r ��y�F DAiE:7/19/14 Q U � Q z � U W Z O � -� Z W � LL � (nw WZ � Z oo U M � � � w Z Q Z � Q � rL.fn� Q V DATE: 7/19/14 SCALE: AS NOTED DESIGNED BY: RW DRAWN BY RW SHEET NO C-1 SITE AMENITIES LIST: 1 WALKWAY AND PATIO DECORATIVE PAVER SET ON 5"COMPACTED CLASS II AGGREGATE BASE;'BELGARD' MEGA LAFITT COLLECTION,ASHLAR PATTERN(PATTERN'D'IN CATALOG)WITH PERIMETER BAND (5"x10"x3")PAVER MODULE,COLOR TO BE'TOSCANA BLEND';AVAILABLE FROM'SIERRA BUILDING PRODUCTS STOCKTON'209.983.1609,www.belgardstackton.com;SEE PAVING EDGE DETAIL. 2 FRONT STOOP PAVER SET ON 3"CONCRETE BASE WITH#3 BAR AT 18"O.0 EACH WAY;MORTAR SET PAVERS TO CONCRETE,ABUT PAVERS(NO MORTAR JOINTS);'BELGARD'MEGA LAFITT COLLECTION,ASHLAR PATTERN (PATTERN'D'IN CATALOG)WITH PERIMETER BAND(5"x10"x3")PAVER MODULE AND MATCHING STEP FACE PAVER(PROVIDE 7"RISER WITH 1.5"REVEAL;COLOR TO BE'TOSCANA BLEND';AVAILABLE FROM 'SIERRA BUILDING PRODUCTS STOCKTON'209.983.1609,www.belgardstockton.com 3 DRIVEWAY DECORATiVE PAVER SET ON 2"COMPACTED CLASS II AGGREGATE BASE;'BELGARD' MEGA LAFITT COLLECTION,ASHLAR PATTERN(PATTERN'D'IN CATALOG)WITH PERIMETER BAND (5"x10"x3")PAVER MODULE,COLOR TO BE'TOSCANA BLEND';AVAILABLE FROM'SIERRA BUILDING PRODUCTS STOCKTON'209.983.1609,www.belgardstockton.com;SEE DRIVEWAY PAVING EDGE DETAIL. 4 4"THICK CONCRETE PAVING WITH#3 BAR AT 18"O.C.EACH WAY,SET ON 2"COMPACTED LAYER OF CLASS II AGG.BASE;PROVIDE 1/4"WDx1/2"DEEP SCORE LINES;PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. 5 TRASH AND RECYCLE CONTAINER STORAGE:4"THICK CONCRETE PAVING WITH#3 BAR AT 18"O.C.EACH WAY, SET ON 2"COMPACTED LAYER OF CLASS II AGG.BASE;PROVIDE 1!4"WDx1/2"DEEP SCORE LINES;PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. 6 3'DEEP LAYER OF DECOMPOSED GRANITE 1/4"MINUS GRAVEL SURFACE;PROVIDE DOUBLED-UP 1x4 COMPOSITE HEADER BOARD WITH 2x2x18 WOOD SUPPORT STAKES AT 3'SPACING(MAX)ALONG ALL EDGES ADJACENT PLANTING AREAS. 7 22"SQ.PRECAST CONCRETE STEPPER PADS SET ON GRADE; PROVIDE 1"COMPACTED LEVELING LAYER OF CLEAN,WET SAND,SEAT STEPPERS SOLID. 8a NEW 6 FT.HEIGHT WOOD FENCE;SEE DETAIL THIS SHEET. 8b NEW 3 FT.WIDE WOOD GATE WITH HEAVY-DUTY HINGES AND SELF-LATCHING MEGHANISM;MATCH WOOD FENCE DESIGN. 8c EXISTING WOOD FENCE TO BE REPAIRED AND REFURBISHED. 9 EXISTING LOW MASONRY DECORATIVE,PERIMETER WALL;REMOVED PORTIONS AS NECESSARY FOR NEW DRIVEWAY AND ENTRY WALK CONNECTIONS AT BACK OF CITY SIDEWALK. 10 12"HT.RAISED WOOD VEGETABLE GARDEN BOX;SEE DETAIL THIS SHEET. 11 LAWN HEADER:DOUBLED-UP 1x4 COMPOSITE HEADER BOARD WITH 2x2x18 WOOD SUPPORT STAKES AT 3'SPACING(MAX)ALONG ALL EDGES ADJACENT PLANTING AREAS. 12 LANDSCAPE AREA DRAINS:4"PLASTIC GREEN ATRIUM DRAIN GRATES CONNECTE�TO THE TIGHTLINE DRAIN SYSTEM LEADING TO THE STORM DRAIN;COORDINATE WITH CIVIL ENGINEER GRAQING PLANS. 13 EXISTING PARKWAY AREA WITH PAVING AND PLANTING DIAMONDS ALONG STREET FRONTAGES. 14 NEW DRIVEWAY CONCRETE APRON LOCATION PER CIVIL ENGINEER PLANS. 15 EXISTING DOMESTIC LINE SEWER CIEAN OUT LOCATED BACK OF SIDEWALK. SOLID WOOD FENCE DETAIL N� ,_,�..,•,..,,_.:_.. , N 2"x4"CAP 1"X4"CLEATS(BOTH SIDES 1"x8"R.S.REDWOOD BOARDS PROVIDE 1"OVERLAP 4"x4"PTDF POST�6'O.C. 1"X4"CIEATS(BOTH SIDES 2"x6"KICKER PTDF 12"�CONCRETE FOOTING f0 8E PT DOUG.FIR.; ..___..iER WOOD TO BE ROUGH SAWN REDWOOD OR CEDAR. HOLD TOP RAIL LEVEL; STEP FENCE&ALTER PANEL WIDTH AS NECESSARY TO CONFORM TO GRADES. 2z6 REDWOOD S4S CONTINOUS CAP;MITRE CUT CORNERS 1Y LAYER OF ORGANIGRICH LOAM SOIL BACKFILL 2X10 REDWOOD PLANKS FINISH GRADE 4X4 D.F.PO5T5 SET AT CARNERS AND MID SPAN ON LONG SIDES connPncrEO suecwwE RAISED VEGETABLE GARDEN PLANTER ITEM DESCRIPTIONS� E C A-DECORATIVE PAVERS;SEE PLAN FOR DESCRIPTION B-BASE MATERIAL PER SOILS REPORT C-4'DEEP x 8'WIDE CANTINUOUS CANCRETE PERIMETEft g BASE WITH N4 CONT.BAR-WET SET PERIMETER PAVER - D-COMPACTED SUB-GRADE PER SOILS REPORT __ p E-FINISH GRADE:HOLD 2'BELOW FINISH PAVER DRIVEWAY DECORATIVE PAVER EDGE DETAIL NO SCALE ROSE BLOSSOM DRIVE �� T ,� , . CITY FRONT YARD IMPERVIOUS CALCULATION: FRONT YARD 20 FT.WIDE SETBACK ON McCLELLAN=1,509 FQ.FT. IMPERVIOUS SURFACE(6)24"SQ CONC.STEPPERS=24 SQ.FT. IMPERVIOUS SURFACE=1.6%�F TOTAL SETBACK AREA 0 ^ .i='i:=„ii��'_!��i•',��r� -ii��u��i_ii-n=ii 3i.-ii_i=t-n_�i_Ti_T-717idii-T=-:i� � ITEM DESCRIPTIONS: A-DECORATIVE PAVERS;SEE PLAN FOR DESCRIPTION B-2'LEVELING SAND LAYER C-'PAVE EDGE INDUSTRIAL'EDGE RESTRAINT SYSTEM; AVAILABLE FROM'PAVE EDGE'www.pavetech.com 800.728.3832 D-COMPACTED SUB-GRADE PER SOILS REPORT DECORATIVE PAVER DETAIL NO SCALE EXISTING TREE PRESERVATION GUIDELINES: 1.Na consWctian acUv'dy shall be allowed within'tree protection zone'(canopy dripline) es identified an plens. This indudes;grading,stockpiling,or placement oi ufitities. 2.No materlals sha�l be stored or dlsposad of wlthin tres protection zone a discerded up-slope of tree locatbns.No hertiddes shall be applied within tree protectbn zones. 3.No vehides,equipment or supplies shak be driven or stored within tree protection zone. 4.A 4'0"chaln link fence(w other City approved fencing meteriels)sAall define the tree protedion zone af the drlpline of treea and shall be in place prlor to beglnnkg of eny ConsbrucGon or demolitionldeer and grub operetions.City shall be notified aRer placement of fencing and shell inspect bcation prior to consVuction.Fendng shall romain in place until all wnatruction on site is completed.Hay bales may be required fo�Uunk protection at critical treea in addition to fencing. 5.Overhenging limbs ere to be propped up and protected by Dc4's or other approved metenal tied to the tree. 6.My tree pruning either for the health of tha tree or due ta constructian shall be under [he direction ot a Certified Arbarist and work shall be done by a licensed tree aervice conVactor. 7.All drain water shall keep natural flow an the site if pos+ible. B.Troe which�s exceasively damaged due to i�adequate protection a negligence by the ConUador aro to be raplacod with like size and speaes at wntractora exponss. 9.My trenching within driplinea is to be avoided.If that is no[poeaible,foMow tliese ese recommendetiona: 1.Hand trsnch within 12'of trunk oi odating treea.Uae light equipment fiom 12'out to dripline oi the existing tree. 2.Cut roota with a straight cut.Da rwt break ofl.Cut back to downward heeding lateral root if possible.Cut using aharp tods.Caver with same dapth of soil as previously was coverirg aurfece immedieteMy. 3.I/trmch is not immediately dosed,cover with wet burlap until trench is doxd. EXISTING TREE LEGEND Q SYMBOL DESCRIPTION CALIPER 1 FRUIT TREE 6" 2 FRUIT TREE 6" 3 FRUIT TREE 6" 4 PRIVET 12" 5 PRIVET 12" 6 PRIVET 11" 7 PRIVET 12" _ _ iTING STREET ES(TYP.) � � � � � � 1�'� � W � U U � � _�., � ,.. _.. ,.-...,..- E` � . . �� , �� - �- i � -�:i��{��. '(r.'y .��, .. .. �. . STATUS TO BE REMOVED TO BE REMOVED Tp BE REMOVED TO REMAIN TO REMAIN TO REMAIN TO REMAIN GRAPHIC SCAi.F 10 0 5 10 20 40 � �� 1 inch= 10 it,. Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 Thomas Baak Bc Aasociates.LLP� Landscape Architects 1620 NoM Mam Srteet,Suve 4 w,tau c�x,cn v�sse Ph:925.933.2563 V��!' �`,��D sto`� 3017 'p�� W � * Slpna}un * .p'r N„„ �� F a ��t�' Revisionx qTY RENEW COMMENTS 12-5-14 � __ .,_. _._.--°_�.... '�Fl� 21152 McCLELLAN ��.-��A Project No: DATE: 9-23-1� Sheet Title: CONSTRUCTION LAYOUT PLAN Review by. ❑ Sheet No: L-1 of Shaeta �` � ��_�,� . . �F JC ` ::��e ',,.,.�' . .... . . ' k.� /�� _ i% i�� _ �.ls..^.,-a�`./��.. �- IRRIGATION LEGEND: � 'RAINBIRD'#ESP-SMT 7-STATION SMART MODULAR WALL-MOUNT CONTRO� SYSTEM;4-STATION BASE MODEL WITH 3-STATION EXPANSION MODULE; MOUNT SENSING UNIT AT EAVE LINE OF HOUSE PER MANUF. SPECS. ►/ 'KING BROS'SCHEDU�E 80 PVC BALL VALVE;LINE SIZE � 'RAINBIRD'#100-ASVF 1"ANTI-SIPHON REMOTE CONTROL VALVE � 'RAINBIRD'#100-ASVF 1"ANTI-SIPHON REMOTE CONTROL VALVE AND'AMIAD' FILTER WITH#150 MESH SCREEN � 3/4"BRONZE HOSE-BIBB MOUNTED ON SHORT WOOD POST AT GARDEN BED ••• MAIN LINE: 1-1/2"CLASS 315 PVC PIPE WITH SCHEDULE 40 PVC SOLVENT-WELD FITTINGS;ALL CUTS TO BE SQUARE,PRIMER TO BE USED. PROVIDE 18"(MIN.)COVER LATERAL LINE: CLASS 200 PVC PIPE WITH SCHEDULE 40 PVC SOLVENT- 314"WELD FITTINGS;SEE PLAN FOR LINE SIZE.ALL CUTS TO BE � 1" SQUARE,PRIMER TO BE USED.PROVIDE 12"(MIN.)COVER 1-1/4" ______- SCHEDULE 20 PVC PIPE SLEEVES UNDER PAVING,2X THE SIZE OF PIPE(S) WITHIN SLEEVE;PROVIDE 24"(MIN.)OF COVER BELOW FINISH PAVING XX CONTROLLERSTATIONNUMBER O,OO GALLONS PER MINUTE Q� 'RAINBIRD'#1806 SAM PRS 15Q,15HE-VAN LAWN 6"POP-UP SPRAY HEAD Q�B 'RAINBIRD'#1806 SAM PRS 12Q,12HE-VAN " " Oe�� 'RAINBIRD'#1806SAM10F,10H,10Q,10-HE-VAN " " O 'RAINBIRD'#1401 FLOOD BUBBLER(1.0 GPM) SET BELOW GRADE IN PERF.TUBE;(2) PER PROPOSED TREE OO 'PEPCO'#856 OCTABUBBLER(BLACK,0.80 GPM HEAD) EMITTER SCHEDULE: (2)PER 5 GAL.PLANT,(1)PER 1 GAL.PLANT • 'PEPCO'#5633 QUADRABUBBLER(BLACK,0.40 GPM HEAD) EMITTER SCHEDULE:(2)PER 5 GAL.PLANT,(1)PER 1 GAL.PLANT GRAPHIC NOTE: IRRIGATION PLAN IS A SCHEMATIC REPRESENTATION OF THE DESIGiJ. ALL IRRIGATION PIPES AND VALVES SHOWN IN PAVING AREAS SHALL BE INSTALLED IN ADJACENT PLANTERS ALONG BACK OF PAVING AS SITE CONSTRAINTS ALLOW.SLEEVE LOCATIONS ARE SHOWN RELATIVE TO RELATED SITE PAVING LOCATIONS. �A�' 0 � n W � 0 � � � � Z POINT-OF-CONNECTION TO WATER SUPPLY: PItOVIDE CONNECTION TO DOMESTIC WATER SUPVLY WI7H COMPItESSION TEE'AND MAFT TO NEW 1.5'PVC MAIN LINE;VERIFV LOCATION WITH P0.0JECT SUPERMTENDENT M FIELD;VEfiIFY A MINIMUM STATIC WA7ER PRESSURE OF 65 P31 AND A MMIMUM AVAILABLE FLOW OF 17.0 GPM. ETSENSORUNfT 5 RESIDENCE ' MOUNTEOONEAVE 5 0 LINE OF HOUSE INTERIOR WAL -MOUNT CONTROLLER: PROVIDE 120 VOLT POWER HIN RIGID CONDUIT FROM SOURCE STUBBED-0UT ELECTRICAL CONTRACTOR GARAGE;FINAL LOCATION ON GARAGE WALL TO BE COORDINATED WITH OWNER.ALL ABOVE GRADE CONTAOL WIRES 3HALL BE CONTNNED WITHIN PVC ELE ICAL CONDUR 3ECURELV FASTENED TO WALL. ...� V � / ❑ ❑ ❑ ❑ ❑ 1 � ROSE BLOSSOM DRIVE i � I � I O I � � � � ' � � � W � I U � U I � � � I - - - - - - - - � - -� 0 I _. ........... _.........._. ......_...._._ __....___.._ ..._ .......__. _,. ............ ...._..... . .._ _.. MONTHLY FLOW CALCULATIONS PER CONTROL VALVE(GPM) ', NOTE:lmgatan tlow calcula6ons reflect no irngatron water applied during the months of December,January or February - - o -- - I have complied with the criteria of the Water Conservation in Landscaping Ordinance ;PLANT ESTABLISHMENT PERIOD:Increase run times 6y 50% _. _ _...... _..... .. and pp ied them for the effiaent use of water in the lands p de g p an _..._ ......... __.. __ _ '......... ..._...._ _.: _ _ a �. . . ca e si n I The irtigation system run times will be limited to between 8:00 p.m.and 10:00 a.m. unless unfavorable weather prevents it or render irrigation unnecessary. , . . r.._ . . ;,,. �� _ - GRAPHIC SCALE 10 0 5 10 20 �0 � ��') �:n�b- �o n REFER TO SHEET L-4 FOR NOTES AND DETAILS Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 Thomas Baak&Associates.LLP� L.andscape Architects 1620 Nmth Mam Street,Suaa 4 Welnut Gted4 CA 9�596 Ph:925.973.2583 ��f ��D Sj��i^ 3017 �� * Slpnalun * .Q'�, yN/� ,�! F� �,��' RGNSIOfIY. piY REVIEW COMAIENTS 12-5-14 21152 M cCLELLAN COPERiNO.-CNFORMl1 Project No: DATE: 9-23-14 Sheet Title: IRRIGATION PLAN Review by. ❑ Sheet No: L-2 or sneet9 SYMBOL BOTANICAL NAME COMMON NAME WUCOLS SIZE �UANT. SPACING RATING I TREES: Ii ACE BLO ACER PALMATUM BLOODGOOD' RED JAPANESE MAPLE MED 24"BOX 1 SPECIMEN ARB MAR ARBUTUS'MARINA' ARBUTUS LOW 24"BOX 11 14'ON CENTER FRU TRE FRUIT TREE SELECTED BY OWNER FRUIT TREE MED 15 GA 2 15'O.C. PYR ARI PYRUS CALLERYANA'ARISTOCRAT ARISTOCRAT PEAR MED 24"BOX 1 SPECIMEN SHRUBS: AZA HAP AZALEA'HAPPY DAYS' AZALEA MED 5 GA 3 36'O.C. BER THU BERBERIS T.'AUTROPURPUREA' BARBERRY LOW 5 GA 9 4'O.C. BUX JAP BUXUS JAPON.MICRO.'GREEN BEAUTI"BOXWOOD MED 5 GA 15 30"O.C. CAM PEA CAMELLIA'PEARL MAXWELL' CAMELUA MED 5 GA 4 SPECIMEN CEA JUL CEANOTHUS'JULIA PHELPS' WILD LILAC LOW 5 GA 4 4'O.C. COL SUN COLEONEMA PULCH.'SUNSET GOLD' PINK BREATH-OF-HEAVEN MED 5 GA 7 42'O.C. ELA MAC ELAEAGNUS MACULATA GOLDEN ELAEAGNUS LOW 5 GA 7 5'O.C. HET ARB HETEROMELES ARBUTIFOLIA TOYON LOW 5 GA 14 5'O.C. JUN COL JUNIPERUS S.'SKYROCKET COLUMNAR JUNIPER LOW 5 GA 2 SPECIMEN LOR CHI LOROPETALTUM CHIN.'RAZZLEBERRI' FRINGE FLOWER MED 5 GA 9 4'O.C. NAN DOM NANDINA DOMESTICA HEAVENLY BAMBOO LOW 5 GA 7 36"O.C. PHO FRA PHOTINIA FRASERI PHOTINIA MED 5 GA 17 5'O.C. ROS TUS ROSMARINUS TUSCANY' TUSCAN BIUE ROSEMARY LOW 5 GA 5 42'O.C. ROS WHI ROSA'MAGIC CARPET WHITE' WHITE CARPET ROSE MED 2 GA 23 36"O.C. TEU FRU TEUCRIUM FRUTICANS GERMANDER LOW 5 GA 12 36'O.C. VINES: JAS POl JASMINE POLYANTHEMUM PINK JASMINE MED 5 GA t SPECIMEN PERENNIALS: DIE BIC DIETES BICOLOR FORTNICaHT LILY LOW 1 GA 6 SPECIMEN LAV HID LAVANDULA'HIDCOTE' DWARF LAVENDER LOW 1 GA 16 24"O.C. PHO DAZ PHORMIUM'DAZZLER' NEW ZEALAND FLAX LOW 5 GA 2 SPECIMEN SAL LEU SALVIA LEUCANTHA'SANTA BARBARA' MEXICAN BUSH SAGE LOW 1 GA 6 24'O.C. SAL OST SALVIA NEMEROSA'OSTFRIESLAND' PURPLE SAGE LOW 1 GA 3 24'O.C. GROUND COVER: ARC EME ARCTOSTAPHYLOS'EMERALD CARPET MANZANITA LOW 1 GA 38 42'O.C. LAWN:NEW OWARF-TALL FESCUE SOD ROLLS HIGH SOO 385 S.F. ABUTTING MA IMUM APP I D A�UJJq F WAT R (IET z ET Faclor 1—(Eflective Rairfallll z(LaMUaoe Areal x fConrersion Factorl (142.9 x70)—5 20))x(4,420 sf)z(.62)_§Q.Q94 pallorn per year V R N A T (ETl x fLandscaoe oeRicierrtl x(Flvdrozone Areal x fConvenion Faclorl (Irnga[ron EKdmcy) 1. HIGHWATERUSE-LANMSPRAV: (4291 z L601 z(974 sf1 x f.fi21 (.75) _�galbna pv year 2. MEDIUM WATER USE-SHRUB DftIP� (4291 x f.501 x(1.556 s11 x(.621 (.85) =2?.�`9albna pa ywr 3. lOW WATER USE—SHRUB ORIP: f4291 x(301 v 11.B90 sfl Y 1.521 (�) =15.Z5Z s�w�•x�y�� ESTIMATED TOTAL WATER USE=61.827 galwis par year Total Estimated WaM Use<Total M�imum Water Albvance Cubic hryear =aetlorxnrear 7.48 Cu fclgalon =SLL92Z •9..266 ou rtNear 7.48 ir,cnes�,,ea� =�„acrt.nna, X,z�rchn Tdal sq.R WnOUape area =8.349 x(12) =22.36 inctxa/year 4,436 g 3 CITY WATER EFFICIENT LANDSCAPE ORDINANCE: • TOTAL NON-HARDSCAPE AREA(TURF&MULCH BED) =4,531 SF • TOTAL TURF AREA =974 SF • TURF AREA AS PERCENTAGE OF LANDSCAPE AREA =21.5°/a • MINIMUM TURF DIMENSION IS 8 FT.WIDE(SEE PLAN) • PLANTS ARRANGED IN COMPATIBLE HYDROZONES • MINIMUM DEPTH OF MULCH DRESSING IS THREE(3)INCHES • IRRIGATION SCHEDULE ON SHEET L-2 • MAINTENANCE SCHEDULE ON SHEET L-3 I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan. cunn�n ro��c Ininir�nr�oonin�v c�o��n�inir_ ROSE BLOSSOM DRIVE ' _ 0 � Schedule of Landscape Functions Jan. Feb. Mar. Apr. Mny Jrine July Aug. SepG Oct Nov. Dec. Total Sh:ub and Turf Fertil ization 1 1 2 Pruning/Mowing 1 1 2 2 3 3 3 3 2 2 1 1 2� Insect contrpl ' • • • * • • * ' " • * Diseasecontrol ' • " " � '� � � � " " � Wt:ed control 2 3 3 # 4 -� 4 4 � 4 2 2 40 Debris 2 3 3 4 4 4 4 4 4 4 2 2 40 Trees FertiliTation 1 1 Inst ct control • • * • * • " ` ' " " • Diseasecontrol • • • • ' * ' * * • • * Pruning 1 1 Irrigation Check/Clean Spray nozzles ' * * * " " ' • ` * * * Review/Adjust run times 1 1 1 1 1 5 *=Perform as reyuired EXISTING STREET TREES(TYP.) FRU TRE ? ARC EME I ARB MAR 1� � O � 1`'--1 � 1� 1� W � U U � � . ;�--.�= ��-.;-� k i { '.� ., .__..�.r � �, . ...,_._�..... . .... .......,_ ..,.�.� <, , . . _ �.�.. � .��'�.�._ ._.._�.._.�.__.. ?��. �`r _-/° �"�, ,.� �,� � ��>-�-�i + - . r : > - _ _ , . � ,� ,� � � �._._ -.,`:� .� ,. �„ 1, ...,..�/.. ,..:>. ..-..,�,...i�Y.,..,,p�:.m k» ,.., ` ,......,, .. �_-.. .. _ - GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEE7') i in��s io rc. REFER TO SHEET L-4 FOR NOTES AND DETAILS Arc h i te cts 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 Thomas Baak�Yc Associates LLP� Landscape Architeccs 162U Nntth Main Sncct.Suirc J WalnW Creek,CA 94596 Ph:a25.933.258J ��E h��.�`�pRD STO`'f�, W Q 3017 �P y',�,� � * sipnvlun � �'r va�� F�� CA�� Revisions: CITY REVIEW COAIMENTS 12-5-14 CITY RENEW COMMENTS 2-6-15 CITY REVIEW COMMENTS 2-18-15 21152 McCLELLAN COPER1Nr0�-CAL�ORlYA Project No: DATE: 9-23-14 Sheet Title: PLANTING 67� PRIVACY SCREENING PLAN Review by. ❑ Sheet No: L-3 of Sheets PLANTING NOTES: G�NERAL NOTES:Thc Landscape Contractor shell ivapect the site and be familier with aIl existing site conditions prior to submitting his bid.Contractor shall not willfully proceed with construction as shown when it is obvioua tLat obsvuctions,landscape area and/or grade differrnces exist that may not have bem Imown during desi�.such conditions ahall immediazely be brought to the atunrion of the Landscape Architect.1'he cantractor shall eavume full iesponsibility for all necessary ievisions due to failure ro give such notification.Condactor shall be reaponsible for making himself familiaz with all undergound utilities,pipes,structures and obstructions.ConRactor shall take sole �esponsibility for all costs incurred due to damage and/or replacement af these items.Conlractor shall be respomible for coordination between�adea and subcont�actois as required to accomplish land9cape operations.The Lendscepe Contractor shell be reeponsible for any damage to existing facilities caused by or duriug the performance of his work. All mpairs shell be made at no cost to the Owner.Plenting shall be installed in conformance with all appliceble loca] codes and ordinances by experienced worlanen and a licensed Landscape Contractor who shall obtain all neceasary pecmits and pay all nquired fees. SOIL PREPARATION:The Landscape Contractor shall be responsible for finish grading and all planting area drainage.Positive drainage away from the building as per city codes ahatl be maintained.No low spob which hold standing water wIll be accepted.7'he[.andscape Conteactor ahall incorporate backfill aoil mixes in planting erees as noted below.Where rototilling is not possible,incorporate aoil amendments into top 6 inches avith hand tools.After inatallation af urigation system,all planting areas are to be fine graded to within 2 inches and slighUy mounded away &om edges of top of plenter,curb,walk,header,etc.and raked smooth with all rocks and debris over 1 inch in diameter removed. BACKFILL SOIL MDCES:The Landscape Contractor shall aznrnd erzisting soil,by rototilling,6 cu.yd.'nitrofied' soil conditioner(with a PH of 6.5-7.5)and 15 Ibs.granular fertili�er(12-12-12)per 1,000 sq,ft inW the top 6 inches of aoil in all planting areas.Pit Planting Mix:for trees and s}wbs mix 1/3 organic amendment,7J3 amended topsoil as noted above. 1'Rt:E PLAN7'ING:The uees are to be planted as per details on plan.'I'ree backfill shall be the'Pit Planting Mix'as noted above.All trees shall receive'Agriform'21 gram(20-20-5)fertilizer tablets at the following rates:For 24 inch boz vees:6 tablets,for 15 gallon trees:4 tablets.Thoroughly water trees immediately after planting. ROOT BARRIERS:Trees located 10 ft.or cloaer to any building or paved surface or curb shall receive a root bamer. 'Deep Root'linear panel type barrier#UB-1 S-2 shall be used unle�s otherwise noud on detail.Extend panel(s)along adjacen[affected paving edge for 6 ft.each d'vecrion from tree trunk(typical). SHRUB PC.ANTING:"Ihe shrubs shall be spotted as per plan and the locations approved prior to the digging of the holea.Shrub backfill shall be the'Pit Planting Miz'as noted in'Backfill soil mixes'.Azaleas,Camellias and fern varieties ahall receive the'Acid backfill mu'.All shrubs shall receive'Agrifom�'21 gram(20-20-5)fertilizer tablets at the following rates;For 5 gallon shrubs:3 tableu,for 1 gallon shrubs:1 tablet,'Iboroughly water shrubs immediately after planting. GROUNllCOVER PLANTQ�IG:Groundcovers shall be planted triangularly and at spacing as noted on plans.Hold groundcove�a back 12 inches fram edge of cwDs,walks,headers,etc,thoroughly water groundcover after plandng, Within four days after completion ofplanCing groundcover a pre-emergent shall be applied as per manufacturers recommendations.The contractor shall assume all responsibility for the selection and use of all chemical products and is to supply the owner with a written record of the type of chemical used,the date and the amount of the chemical applied. MULCHING AND PRF.-EMERGENT:All planting azeas shall receive pre-emergent treatment,Mulch all planting azeas,excluding lawn,having a slope less than 2:1 with a 3 inch minimt¢n depth of 1/2"-3/4"fir bark(nugge[not shredded material)witb a PH of¢o higher than 5.0.and free of nouaus weeds and fo�eign materials. MAINTENANCE:T6e Contractor shall maintain the project for 90 days(or as requested by owner)following the approval to begin the maintenance period.During the entire maintenance period,watering,cultivating,weeding, repair/tightening of atakes and ties,restoration of basins,provision of supplemental water by hand in addition to urigation system as necessary,spiaying for insects aud disease shall be perfocmed.At the end of the 90 day meintenance pmod all areas are to be weed frer and all plent material is to be in a healthy,thriving condition. Fumish Owner with typed maintenance mauual outlining watering,frrtilizing,weeding,and piuning schedules. TREE PRUNING NOTE:THE OWNER SHALL NOT PRUNE ANY TREES WITHIN THE PUBLIC RIGHT-OF-WAY.Such pruning shall only be pafotmed puisuant to an azborisNs recommendation and/or as pazt of the Counry's regular street Qee maintenance program. TOPSOII.:If any planting areas require the importing of topsoil,the imported soil shall be clean,fiiable sandy]oam; free of noxious weed seeds,sticks,stones over 1 inch in diameter or any materials that could inhibit growth. Incorporafe imported topsoil into the top 6-8 inches of site soil by rototilling or hand cultivating as necessary. SUBSTITUTIONS:Requests for substitutions of plant varieties shall be mede to the l.andscape Architect within 15 days after signing of contrsct. GUARANTEE:All construction,trees aad sluubs by the Landscape Contractor and/or his aubcontractocs sLall be guaranteed for(1)one year after beginning of maintenance period.The contractor shall replace,at no ezpense to the Owner,any end all Iandscape materials that are in an unacceptable condition for time of usq and trees or skwbs that are dead or not in a vigorous,healthy growing condition;within two weeks of notification of such condition. Replacement shall be of the same kind and size a�the originally specified item and shall be replaced as ariginally described on the drawings.The ConRactor shall not be held liable for loss of plant materials d,��a the guar.mtee pmod due W vandalism,eccidental causes or acts of neglect by othe�than the Conhactor,his agents and employees. CLEAN UP:At the end of each work day,at the inspaction for substantial completion and before acceptance of project,clean paved areas that are dirtied or stained by consRuclion operations,by swceping or washing,and remove defacements and sfains.Remove conshuction cquipment,excess materials a¢d tools.Haul from Ownets property the debris resulting from construction,and dispose of legally.Remove remaining temporary protection at time of accepteuce by Owner unless otherwise agieed. THE FOLLOWING WILL BE REQUIRED PRIOR TO FINAL OCCUPANCY: 1. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF PRIVACY PROTECTION,AND REQUIRED FRONT YARD TREE. 2. FOL�OWING COMPLETION OF CONSTRUCTION,AN AFFADAVIT FOR AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. 3. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED PER CHAPTER 14.15 (LANDSCAPE ORDINANCE).THE FINDINGS OF THE ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE INSTALLATION REPORT PROV�DED TO THE PLANNING DEPARTMENT. 4. THE PROERTY OWNER SHALL 51GN A LANDSCAPE MAINTENANTCE AGREEMENT PER CHAPTER14.15(LANDSCAPE ORDINANCE), PREPARED BY THE CITY,AND RECORD IT WITH THE SANTA CLARA CO.RECORDER'S OFFICE.THE PROPERTY OWNER SHALL CONTACT THE PLANNING DIVI510N IN ADVANCE OF THE FINAL TO PREPARE THE AGREEMENT. 5. A CERTIFIED LANDSCAPE PROFESSIONAL SHALI PROVIDE A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15(LANDSCAPE ORDINANCE)TO THE PLANNING DIVISION. 6. A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHES,TREES,LANDSCAPING,AND SITE WORK. IRRIGATION NOTES: GENEINL NOTES:Do oot willfully insull the irrigelion system es s6owe on Ihe dcawings whee it is obvious in the field that obatrucboos,gade differences or differences in aroa dimrnsions enist that might not have been conaidered in tbe design of[he system.Such obs4uctiona or differencea ahuuld be bruught to the attrnhon of the Landacape Aichrtx[.Nohfy Landuape Architect of any aspects of leyout,which will provide�nwmplete or inau�cient water coverege of plant material and do not proceed imtil the iestructiocu are obtaiocd.In the event tlus notification is not performed,the Irtigation Conkactor shall Avsume full responsibility for any rcvisiom necessary.[t is the`esponsibility of the Irrigation Contrsctor to f�iliarize himself with ell the gade differences,locahun of walks,ceteining walls,eta pnvr to conshvctions.Il shall be the ConQsctof s eespoasibility[o protect�n place(by all means necessery)all ex�ating utili6es unless othawue spec�fied on the pana Ciry standard drawinga,epecificatioes,apeciAc notes&detail drawinga end the soils report take precedrnce over general drewiogs md plsns untess othmvise directed.My deviation from epproved plans dunng construction will require 48 houea pnor notice to the Landscape Aichitect.At least one set of plans shall be on the aile al all times for inspection Imgatioo ConRactor shall wmply with all State,Camry and City laws md ordimaces;aad rogulatiooa of the DeparCnrnt of Industrisl Relations,O.S.H.A.and Industrial Accidrnt Coaunission relating to the safety and character of work, equipmeot and labor penonnel.The Imgation ConaWtant assumes m respoosibility beyond the edequecy of the design conlained herein. DRAWINGS:Due to the scale of diawings,it is not possible to indicate all offsets,fittings,sleeves,ete.,which may be requited.The Conhactor shall also caiefully inves[igate the structural and finished conditioos affecting all of his work,plan hu work accordiogty and fumish such fittings,etc.as mey be necessary to mee[such condiUoas.Dcawurga ue genmlly diagammeuc and indicanve of the wodc to be installed.The work shall be installed in such a menna ea to avoid conflicts behvern vngation system,plenting aod architectural features.All piping,valves,etc.shown withie paved areas ere for design clarification only and sAall be installed in planting areas wheie possible. CONTROLLER ]rrigation Cootractor is to prognm timing of atations on contrnlla to�mgate in the most efficirnt,water conserving mmner possible.It is the responsibility of the Landscape Maintenmce Coehactor end/or the owner[o progam the Imgaqoo Cw4olleis to provide the minimum amo�m[of water nceded to sustain proper planl health.Thia includes making adjusm�enb to the progem for seasonal weatha changes,plant matenal oeeds,water requirements,changes in elevation,sun,shade and wied exposuies.Contractnr shall essume responsibility for any damage,erosioq puddling,etc. due to improper progamming.Elxmcal Coehactor to supply 120.VOLT A.C.(2.5 AMP)service&d�sconnect,junction box and conduif,es neces�ary,to coatroller locahon.imgation CunRnetor to make Saal connxtion fmm elachical sNb-out to conR011er.Install new 9-VOLT Du7acell battery(s)in cunlrolla(if requi�ed)W reteui prog[am m memory during temporary power failwc.w.Conpnller shell have ground wire as per manufactum's instructions. VALVES:Isolation end Conuol Valve locarions shown are diagrammatic.Install in grouodcover/shtub areas w6ere possible(not in lawn area),and at the edges of the plaoting areas so dv to not interfere with plant hole excavation.Ins[all valves 12 inches from and pecpendicular tn:walks,curbs,ete.and each valve shall be l2 inches apaR.If ptessure exceeds BO PSI,Conuactor shall inslall Pressuro Reducing equipment as requued. WIRING:Contrnl w'ves shall be U.L.epprovod for direct buriel in ground,Copper s�ze#14-1.Common ground wiro shnll Lave white iasulation jacket.Conhol wue shall heve wsulaIIOn jacke[of color other than white.Splicwg aLall be doae witL 3M k3570 Scotchlok seel packs.Splicing of 24-VOLT wires will not be pecmitted except at valvn.Leave n 24 inch rnil of excel wire at uch splice aod et 100 feet on cenM along wve run.Tape wire in bundles a[10 fret on crnter.No taping permitted in sleeves.[nstall a control wire for each extra station left on the controller and e spaze control wire of a different color along the rnt�ro main line.Loop 24 inches of excess wiee at eac6 single valve. HEADS:The lmgation Contractor shall flush and adjust all spriokla heads for optimum performance and to prevent ove�sptay onto welks,roedways,buildwgs and fraces.lLu shall include selecMg the best degxee of arc to fit the aite conditions and ro throttle the flow control at each valve to obtain the opum�m o�mating pressu:e for each aystem.Head leyout md quanrity is as close u possible et the scale of the drewing,the conlrector shall adjust and add heads es necessery to pcovide optimum pexfocmance and wverage of all planted areav.At heads wheee low 6�ad draioage will occur,use manufaclums integral in-head check valve or epproved in-lu�e check vslve.All aprinkler heads shall be set pet�endicular to the Snish�ade of the arw to be urigeted unless othmvise designated on the plans.Heads shall be set'/:"below and 2" awey from adjeant walks,cucbs or headets. PItING/TRENCFIING:Install mein line piping with concrete tlwst blocks ea per manufachue�s rxrommendatioa Main and lateral lines shall be surrounded wit6 a minvnum of 2"of sand or rock free soil.Pipe sealaet compound shall be Rer.ror Seal T+2,perm8tex 51 or L.esco#903305.Pressuie tho Main Line(a�l50 PSI for 2 houts ond the Lateral lines Q 100 PSI for 2 hmus,whece it is nxessary lo ezcavele adjacent W existing trces,the couhactor ahell use all poswble caze to avoid injury to Qeea,�d hee root systems.Excavation in azea wLeie two(2)mch aad larger roots e�cist shall be done by hmd. Cut roots one Q)inch end larga in diameter shall be painted with two coau of tree seal,or equal.Trenches adjacent to trees vhould be closed within twenty-four(24)houis;and where this is no[poesible,the side of the trrnch adjattat to the tree s6all be kept sheded with wet burlep or canvas. SLEEVE3:The lrzigation Contractor shall coordinate wit6 lhe Grnenl Contrac[or and other Subcoetractors for the localion and the iastallativn uf slceves,conduit or pipe Ihrough walls,unda roadways,PBVIII&Sl1L(.'LIQC9�etc.prior to consttuchon.Ia addition to the sleeves�d condurta ahvwn on the deaw�ags,the Imgahon Conhactor ahall be iesponsiUle for the coordioation and/or mstallarion of sleevcs and conduits of sufficient size unda all peveA aceea. IRRIGATION SYSTEM:The iirigehon system design�s baseci on a min�mum opecahng prossiue�PSI)md a flow demand(GPI�as noted on ptm.The Irrigation Cont�ac[or ahall verify weter peessiue prior to coesdvchoa Repori any difference between the water pressiue iodicated oe the dnwinge and the actual pressure reeding at the itrigation Point-of Connection W the Laodscape Architect.Failure to do so w�ll result in the contractor being rosponsible for any necessary changes due to th�s d�&bience. GUARANTEE:All coosWction,parts and products by the[.�dscape Conhactot and/or his subeontracto�s shall be guuanteed fot one(1)full year after the beginniag of tLe maintenance period.The contractor shall replace(at�eacpense to the Owatt)any and all urigatlon products that ece in an uaacceptable condition for the time of use.Replacement of any itcros shall match original description of item(s)on conshttction plans and shall be installed per specificadoo.The Cootractor shall not be held liable for loss of imgahon parts or products due to vaedelism,accidental caus�s,or ac�of neglect by olLeis then t6e ConRactor,his agrnts or employees. DO NOT BID,ORDER MATERIALS OR INSTALL ANY OR ALL OF SYSTEM BEFORE READING THE IRRlGATION NOTES IN THEIR ENTIRETY.THE CONTRACTOR SHALL ASSOME BULL RESPONSIBILITY FOR ALL CHANGES,REVISIONS AND OR ADDITIONS TO SYSTEM DUE TO FAII,URF. TO DO SO. ��""V��%�'� ','/ .. . . , . , � ,� �j f� J y t`. . . . , . .. . � / J`- L'f"j'! :� . �.. . .. �� ,� . /:.... _. . . . J � _ ��/�i - � ��;�.=^ ',�� , .. . / `� _ .�.r_'� - .e:(�� . _ ', ^�' � MUl&H COVER 7l CRADE iIC CAN iUBBLER TUBING IADRA-BUBBLER :CLANP PLATE 80 RISER LJNE TREE BUBBLER DETAIL �u a2 xca��c n�s[s. vrn�ue aross rRwew aune �r�¢wrm vat�u�m rm�: b�vc�vnx rEV�vc vemc sr��Nc �o.ov rasr�o¢ncE�evoea cr mn Mrtu ai mirs w�ae nax snws w�e iv c�u�aE�nn¢ VITN 1'Mlv.I�IM6 N116. si��►s�rwe cai�r. �mra�l�a[t r w�n1 n1p�- AMqI/m01G fA�YE) ��asn.��u�rarcc. �� A ac�a ro e'wem� �a�on max n�rnirs vwco au�vrL w vc uina��ec rti[a 1�r. urna��nc v�m muqc[ osvwnn nni �n awo�e�x n �� i� �� t u�a ausm au�u ou vma r�wc Maao tw¢ v�rzr r�ar wm aaa vi amva wasi�nrta �ar e amr.of� imorr��nrrcm �n� i.�ro�w�w�wr som niw�vsa n�wr wr m i�nuL s�w�,�i�ar��•ri 3—Y'NdlEW4 B/iSN BF7Y1 AT m� OF NW1BN1.YNNTNN N MS 4...�,,,, voana�Fa+crm ao-ao w,rs �, 3 �wawrc.wu�e�to wwr wr�m eo-oo o�n i i/a oern�ar �s s�ow�. �T N0079ALL FA1 CROMN 1'-7' s w�s�� ,:. �n�s�w�oE No u�s. ::: �.. �nurt r,�arrs ae�ovm caK ` �� BAO(RL N�1FA/�L PER TE 9QLS RFPORT. i 2t PIrYEIEA W Aoo,aw{wa 91RU8 PLANTNG GRADE tGlA55 aN une �me cowmo�v,�vE rre s�eo�uw�rx roc sa eo rre �m+-onp vKVes aar I W LE�ID) w�/rov av ru.a rre sa�ao w�e rre 0o u�v� O ANTI—SIPHON CONTROL VALVE Tov or wu�a� �cn� - . POP—UP SPAAY S4RNKLER .F . � Pvc sai w eu PVC SCH 40 SIREET Ell PVC SCH 80 tNPPIE (�cn��s r�awr�EO) PVC SCH 10 S7REET E11 PVC SLN M lEE OR 0.L AC U7FA/�L PPE Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 Thamac Baak&Associates.LLP� l,andscape Architects 1620 North Main Strue4 Siute 4 W�hiW C�eek,CA 91396 Ph:925.973.258] v,NDSC�. �,�►Sl0 Sr�`�' aoi� ,p� � � # Slqnafun * �A�l v,�n ,�r f pF CA��' Revisanx qiY REVIEW COWAIENTS 12-5-14 21152 McCLELLAN COPFR1�10�-CNFURIAA Project No: DATE: 9-23-1� Sheet Title: IRRIGATION AND PLANTING DETAILS / NOTES Review by. ❑ Sheet No: L-4 �-----� CAf.GR��N�'2�Sii3��FiAE.�Ct��i{LIS'C••MAtdDA'(UKY � tT�1ES j : C.:^,��dt�: � t.�:if_.Pa��, k�rar<t >.��.�ut:N:;::;:r:t: ' .��"� .�.YF�f;;; �!)4.i � fi 2�[f� �rrfC.b�. i:tlYGR!�'.li� � . .. ;.^.':LC T:Y.2R.��f��•.;_ ,:f'l...�tt-:. 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Oc�w3dca.uE f a�er:en aroFevcnrictl�eyy(uniGk(of t��JtP.�,�e�,��xn��l:S�K» D9tC Michael Chau 650-799-7100 "'_"_"_"_""""..."'_" ___ _________ _________.._'___, Win!e i:f:.'r.xxae H-oWas:��a4 ra�enswM toc CaK.�er��r.�rr,DRar�ce tWeasc P:irO.) f'fr� micha e I@ msjco n structio n.com �.�_-___--_--------------------- --� f mcat Ackkese fnr IFf»ma fic�tauirx�,at ra.yxns:Ue far CalC.m�a�pG,ax� JL�+{11J1�{-�r�„�qRGn I�A 1{Vis YCRIPRrA f iLJ1Y uHnp�ele.aigri er�d suUtt:t t:�e wmaot�!rhecktist uu��Lny�lum,n s,�ngeitxx wi�n asi o��nat signatures ca�5ecrex� 2 4�tlte BuGdmg QeGarn�eM A�to Bui�eGr.g i�p�rtrneck Mal�n,,petllicn i nave i�spech,d Ihe wo�c an U h8wa rec;ewtxt suffv.-.eni.dpcumenYatiex�W verifK and corti(y that Ns praject idBntiHPC .�tx�mwan cc�¢vuctetl in acrar:iarx�o with tl+is Gse�+AiNkNng CAnrXfi3t afxt in aa:c�niaroe�nNi etee�equdvments M ths Z013 Ca!dania G��er.Bv�d:!eg b'!a.tidards Crx4e aR adoatnd'r,y tke 4:ery o%L:upe+bnc. l�.�rnaCG'v O:Cu:Et%+H�fdC2c:?N�•d l(ya:�?�LdC EN 4'yIIYC!!!C:P�:�A!d!Y%J N Ninla o!lxt!nse!;[6Pasn7sta!tf.sfsx4`'A'C'.,W,f;a1C5:t;X�f1N��.&�te;�(!'iG��,C Yr�nU � p:Jlfe f't%Xf@ � � � ._ -�s ,� /*`�" � �!' �,� ,1�'�� '7 .�_��_�� y.� . . ,f. � . .. � ' r...T,,,..��::, ` _ .,,._ Arch itects 1288 Kifer Road,Unit 206, Sunnyvale,CA 94086 Telephone :408-992-0280 Fax :408-992-0281 � �W �� 'M�.fM1� P4aj�t tloe d11�406mK ��t 7r1e - r�,�� w� ❑ awt lioe CG.1