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R-2013-29b OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408) 777-3308• FAX(408)777-3333•planning�cupertino.orq October 9, 2013 Shivakuma Venkataraman 1021 Garrity Way Santa Clara, Ca. 95054 SUBJECT: TWO STORY PERMIT AND MINOR RESIDENTIAL PERMIT ACTION LETTER— Applications R-2013-29 and RM-2013-24 This letter confums the decision of the Director of Community Development, given on October 9, 2013; approving a Two Story Permit (R-2013-20) to allow the construction of a 4,898 square foot single family residence; and a Minor Residential Permit (RM-2013-16) to allow one front and one rear facing second story balcony on the new residence, located at 10256 Glencoe Drive, with the following conditions: 1. APPROVED PROJECT This approval is based on a plan set entitled, "Custom House, 10256 Glencoe Dr, Cupertino, CA" consisting of 18 sheets labeled, "A1 through A11", "NP", "L-1 & L-2", "Hyd-1 & Hyd-2, Top, CBM", dated "Received October 2, 2013, 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. CONSTRUCTION PLAN SET REVISIONS/CLARIFICATIONS Prior to issuance of building permits, the construction plan submittal shall include the following information: a. Sheet A.04-Please indicate an 8' minimum height for all trees, and a 6' minimum height for all shrubs serving as privacy plantings.Where the Planning Department Landscape Mitigation Measures worksheet is not followed (for window views and balconies), an arborist shall be required to determine if the final planting plan meets the privacy screening requirements and/or a privacy protection waiver form shall be required from the affected property owners. 5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form dated 7/22/2013, including, but not limited to, dedications, easements, off-site improvements, underground:ng of utilities, all necessary agreements, and utility ins#allations/relocations as deemed Two-Story and Minor Residential Permit Action Letter Page 2 R-2013-29 and RM-2013-24 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 exliaustive 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. 6. PRIVACY PLANTING The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. 7. 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. 8. LANDSCAPE PROLECT SUBMITTAL: Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of landscaping area is proposed. 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. 9. 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. 10. 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. 11. 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 perxnit 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. T'he City may, in its sole discretion, elect to defend any such action with attorneys of its choice. Two-Story and Minor Residential Permit Action Letter Page 3 R-2013-29 and RM-2013-24 defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 12. 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 October 9, 2014. Staff has made all the findings that are required for approval of a Two-Story Permit and Minor Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140 (B) and (A). Also, please note that an appeal of this decision can be made within 14 calendar days frorn the date of this letter. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, �� Stephen Rose Associate P er 408-777-3286 stephenr@cupertino.org Enclosures: Approved Plan Set CC: G'lush Design Associates,6572 Northridge Drive, San Jose,CA 95120 No OWN E R■ DRAWING LIST � °� M AR VE N KATARAMAN ��e�� SheetName R■ S H IVAKU M A1 COVER SHEET � � A2 SITE PLAN ■ A3 BASEMENT FLOOR PLAN A4 FIRST FLOOR PLAN I I � M RS. S H AN T H I AD I M O O LAM �--- SE�o�F`�R P�,� --— � A6 ROOF PLAN � � EvN R A7 EXTERIOR ELEVATIONS � ' �s ° _ AS EXTERIOR ELEVATIONS Z Z °''�° ; ■ A9 BUILDING SECTIONS Ur — o�_ ; A10 AREA SCHEDULES (/� °'=o n, � � A11 IMPERVIOUS COVERAGE SCHEMATICS � LLI ',�LL %L ,��C, l� � � .. m - � "` � �� (%� NP NEIGHBORS NOTICE BOARD Q Q „ a, � J aor = ,^ = U ' P ��+ �� _ v L-1 LANDSCAPE PLAN � O �.t� a , Z L-2 LANDSCAPE IRRIGATION PLAN J ��/� Q z° � J _..1_i y V J e OFFICE O� COUNTT �SSESSOR - SANi�t CLA�?� CQLMTY, :ALIfOFMI• A/� L 1 /� �/ � � •ri�rr mi e0pQt M� -� � .( �+/ � / 3 . _... _ ....� V �i a�c� j '� GAAOEN GATE Ui'_LAG[ ACpITION , �Zy �O ' �~ �p-� CIVIL 56 ! l /,� ,y I � ' -' - _� ��Y O �` ----J � �J--- � ''— ----�I I- � .;, .� -_ � FIYD-2 CIVIL •1 .. ..r �EARC4N • D0.lVE ,!'�''e, ? � ." 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'-zz ...�: �.:.•... ..� .. .. ......„ ..�. �1 , �- _-�5, - — -- r.�a,-- ��,,:�;� ��_�;��'�� APN # : 326-30-029 < o �__, �� =ww�w<� 3x?w?-o Q w�U p�W 2 O�Z w� V '�►'�'";�'��`t` LOT S�:10,896 SQF W�wa�w 65,7�tGRTN�t�5i501`. ,;`,��.5��6.t,�i,5�`�.. �&3a°cm' ;_,-,.,�,;;,..;�, s.� i�sc c.9s+�v � 4'`� PROPOSED LOT COVERAGE:4,029.6 (REFER TO SFEET A78) , � ,+��r sr�.iltl5�0ACOm,� i i i G:Jabe"I � - Li?rii,r:a'I]: "- 's I�Of17:l-16E � r I - � � f,J �� •_�(��„�� FLOOR AREA RATIO(FARI: /� ��•- 'r y✓ ALLOVVABLE:45%OF LOT AREA Z - �: � �-- "' 1 Q896 X 0.45=4,903.2 SQF � ' .��_,:r. � PROPOSED:4,898.5 SQF � - '� ''"-' PROPOSED FIRST TO SECOND FLOOR AREA RATIO: 1877.6 SQF/3020.9 SQF=62% � T. �, _ �� '�.:I_�_. ��-� ! SCOPE OF WORK: � PROPOSED BULDING: (REFER TO SHEET A781 � � U �a-�:,c, FIRST FLOOR: Q� W � a � F:,.,:,�. CONSTRUCTION OF NEW 2 STORY PLUS BASEMENT CUSTOM HOUSE. Q ��► =z,618� Z g � w � �r• F.azclorook Dr EXISTING HOUSE,SHED,REAR YARD FOUNTAIN AND DETACHED y Wr Y � TOTAL FN2ST FLOOR AREA =3,020.9 Sf]F W O O O Q F��:�..:•.�� , ��+=-�-�� GARAGE, DRIVEWAY AND CONCRETE APRON TO BE REMOVED.NO C >O � �°� �� -- W � TREE REMOVAL TO OCCUR. c SECOPD FLOOR: �� = Z O !� L�uitla�' " = c Q � �' ` a � � uv�,u�► =,,s��.s sc� �Q � w z Z � r _- - - L� <;ar.er.�:c„Jr O �_ O � — �, m V � � V � PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER CRC CALIFORNIA � TOTAL FIRST$SECOND FLOOR =4,898.5 SQF(INCLUDING GARAGE) Q Z � (� � � t � - .�., - � �-' � � RESIDENTIAL CODE SECTION R313,R313.2. INSTALL A NFPA 13-D FIRE >¢ c o w W Bnsen�nrr: _ (n > > � SPRINKLER SYSTEM UNDER SEPARATE PERMIT. ' uv�c nr�► =z,273.5 SQF �� V N � yf f..:.('S" Ilf'.-..t? O � � �� !:ii�r.f'mr, �i.��5 d.., p � O � � � I iemor&I aaM �,�,_a OFS OUT SDE FACE OF S7UD � ., * :��v.±s C i �• RIM- RAMI WATER LEADEft I.O.S NSDE FACE OF STUD � TOTAL AREA: ' ^_ �� QC ON CENTER w �/� � �+�T c� c�rc�u�E a FRST,SECOPD MD BASENENT FLOORS=7,164.2 SQF Z `+`^`i, _-::rJ��I � V/ S/GD SNK1MiHGARBAGEq3POSAL PL PLATELNE � _ �9 � �'; °r,�. 2 ' �1 SH.@IC. 3F10YYER @ICLOBURE P.T. PRESSURE TREA7ID a K �, � O T.0 T1hE CLOCK F� F�odt TOTAL IYPERVIOUS=6,394.9 SQF 58% REFER TO SHEET A19 � � ` -n �.+o. m UON. UNLE33 OTHQtYNSE NOTED FF.E FLOOR FlNISFI ELEVATION � I� � ry A�•r� FF FINt3H FLOOR ( 9 Q) � f -:.,�,,,;:,. � Trr. rrv�cn� mcludin buildin � � �"�..�� _ ��... � YVMP ATERPROOF IYEhBRANE � PR PAR in �.Jie-- . ��-.�,'-:•�`� i�._.. R/A REiURNNt ,� ,•�^- r�� -F-.��:^r..,i�. a `�� ' : Q WWDDw wwN�dv � ��T� PARKNG SPACES: TWO OPEN(P�ARIW(')��) Project ro: SHI _ � '°'J ,*:,u 11 ;C -.F,..,,�._ RM RO�A MCR. MCROWAVE y _ ��'�•��;;��. � W.W.F WOVENwREFABRIG � p�gTMG oate JULY-20-2013 �ONNG:R7-10 SNGLE FAMLY RESDENTWL Z 5[ever.s;:ree�c E�'�� :eyB^5�'r,•?k CI':C SIC�'C��1\ �•� �SUM�� CLG C�LNG ( � Drawnby AllthOf �,. � CEAiI PL co�r vus� a�nc suu.n�c TYPE OF CONSTRl1CT10N:V-B � � "'`^ _ H9 HOBE BB pyyC pRpyy�G a ChecJced by Checker N = m wc �o�c�swEr �sr rasr OCCI�ANCY GROI�:R 8 S � � M�q� � B� NO OF STORES:2 STORY PLUS BASENENT r A� � r-. i , :_,�. '' _ m cYV c�uv,w�o Hor� H�R APPUCABLE CODES:2010 CBC,2010 CMC,2010 CPC, � ""�=, "� �, "� Q cs� O va�o��r�r,e� Msu� Msuunar 2010 CEC,Z010 CALIFORNW FIRE CODE. o � F 11Cr-i-.• �� P�.,..�...C`..,r,'-• U• BOTT BOTTOM W.I.0 WALK�11 CLOSET pNL PANEL ��k �j CdiC. CONCRETE ° TABLE'A' • 2e's�nmUd 5ngle Douok � f S.nqle Fmntly 16' 22' j Nultiple 18' 2i' (1ne wy f�o YYay -� � Commccid min 20' min 32' mm 32' max 44' MdusM�i min Y�' min 36' � max J6' max 48. S�CEWAIR P dt� �/ s� � NEAKENm PLANE G aP}9�j4 JOINT OR CUT � .101NT 1/8'YRDE. �P,�. OI\�Jd�CTION � 2"DEEP ON 8'O.C. s�oewax � y ',�4-� �.6`�P P . M 8'S� �1M0 � �.�... yE 60 NOTES: 1. Coneretn drlweay�not mandalory�n induattiol 2one:whan�idewalks not c�nstn�eted. 2. Score marks not ta e�ceea 4'-0�O.C. Use mechonicol a¢�arotor at every o:tier uore mark. 3. Flniah to be Iight broom 4, Sidewdk te Cc replaeed whm new drire- �ay Is ploced 5. Edqe of drivewey shq11 be a minimum of 4'from ProPerty Iina. Z' S' Pavemmt ta be Y canmercial or I�dusMei wf�q fluafi with lip ot rebor 18'O.C,bath nayn gutter 5�8 �'P 4 roddcntlm � � :�-T-1- •a'y e �a Claea II A9 .�� bose moteriul wi:h c 95R ralative ca�pac::en SECTION A•A DRIVEWAY DETAlL-MCNOLITHIC SIDEWAlK P.E�15r�c-�r.�:. CITY Of CUPERTINO APPRO �� A�� O- 1-Zt STANDARD DETAILS CITY ENGINEER � __ � - ?C'?YFICAL - ^I _�; =✓4RIE= -- � 4 I ^'�-<f;DaS': ' =.:.c..R!-c=CehT':A_ , . C'J�8 6 6..`i�R i �'p��-�.�OMMER;;iAL 3:JCUS i r'L'A:I , \ ' f • ��?� /��%\`%,\i;i:�i\j��:��j�-P� • •�. . OG\Wp�Vp`�j�Op'�]�+�p7p�S�S o� � o� a°�.qss II n66aE6ATE 9nsE a"c A55:': WITn A 90x RE!A:'V� A66�EG^TE BASE CChL�'a_T:GN WITH A 95x RELA"TVE MONOLITHIC SIDEWALK COM?ACTION 6' � 6 --� I 6„r—_—_ti �G;°c FE�....r�,J,_ --� �--,.'�R�=S � I Pi.RK 5�.�.Y -� :. ST�NDaRD �R"P.C.C.COMMERCLtL 3 INDI;SrR:.ti'� �+R cuRB d 6UTTEA i � �` � \� ,\�'.. .��.. . • ...��... •� ;- . . . '.�=�'+��'.'Co�'�o°�'c o- _ '.;-' , ., �� \\ `4"C A55�A�6RE6AT BA�� ~'�� WITN A 90X�ELA'.IVE � o COMPACTTON 4'CLa55 II A66AE6ATc 5ASE WITri A 95X RELATIVF CDMPACT�ON DETACHED SIpE1NALK � X NOTES: = 1.Driveway concrete thickness ResiderrtiQl-4".Commercial c�d Indk;tri�i-5"w/#4 W rebar 1B"O.C.both ways. v~i 2.One�ound of d�spersing black shall be mixed with each cubic yard of concrete et ihe o botch plant. � 3.Sidewniks,curbs and gut7ers shali he Cinss"A"(6 sacks per cubic yard)as per Standard Z Specificntion and shall attain a strength 3,000 ps.i.in 28 days. N 4.S�dewalk finish shall be light broom. , � $1DEVYALI(IlETA1.$ ' � REVISED 6i09 � ClTY OF CUPER'i�Q�1O qpPRO�BY � DATEb•«•� 1-19 : b STANDARD DETAII.3 ciry En�ccr U w No Q �0 � 2 � 30 00' � tEW LANDbU1PESWALE ��[JJ1. WATHt LJNE 16N B& �tVICEI a rEree Building / lBIV PRNICY 7Aff5 (11)PRU GR.OOOiDW.TE YIA'l./�IDBGWE D(iNf$. lW6tYV11OOW llWf COV6tAf�d SNOwN vNiN o�8��. ORECfALLDOWIBPd/B TO BRASN BLOC16 ND dtl11N C�JC. 7lpi011O1 LAWSCIPEMEAS.TYP. �,�g�WALKWAY MEf9i � : !EW L�NO6GPE SWALE w�:-- - -- ---- — -��.�,��.��'��:��g�� \'t , /��.�G�?� "��/ l�'��-',�c/...-� ��y'' �'� " `%-.�� ._�`-... f �µ�_� ._......_. �� Building v P�s F r rw�-�nc ui ou roa or rrvcr� on m ;- M� � � o.c -4' -� - - - - f- -- - - � vi �n � "_ i � �I I _ .. °e;. ,� P III �I I ° ' � � ��//'/,e�4J � a�rr�Ti i I � �\ i� � g,' ��w.nau cns � I I I�I I � I IE.`�:I � , �� '�, ,', �„ " 9 � �, �� //� iG - � �I � / ��, I CENERATOR /// / I � /� / 1 J� _7'__' � I y�a � � L .g�� S� N IXISTNGCONL. �� I� � •�:._"' .,cnc � \ / ��` "s" � ' I � / N �I Conc �IIV9MAYTOBE .�x� y ' �. k ,u� 1 10FT%20FT 1 {1I �� i � / �/OLJSII� � F �GRPARqNG -I._. -\ \ ///`R\ � �� -- �/ I �/ i ♦ I I ��i� I I IX15T.CASISERVICE VHtlFY LOGTION. � � � I I I � ___n_��i� ��---�--�-r I I I I F I � ' II \ / II ` __ , __ rauon.ia. i I I I I .,,��-- ' - «.,- - -...� �-- � - - _ �_ � I _ _ ` _ _ W o - --- -----��---- l - T----- ,-----, � 1� �n �—�=- ��I --- ' ,, � o '� NEWDRIVEWAY ------- i � i �\ ousr.c�sr�ret I� Q`� � y ' 1 7 onsnrwcuu e�� i,n,� � � _1_______ J r > � - � - --`---- -a=-�---�---K ---� p.�ove I � J I �..A� _ �roeeoaeous�,'�/ ��•'}S = SfAMPm CONCRETE _'__ - � �-___ ¢I � WROU(i�i � GAR PAW(ING i ,_.�� I �� 5 TF�� / //I�///7/��/� ' 4'1'-2'____ _ _.28 9'r m ei�wo isHeo� J ` � � �� o I I I� RoN1wuNG � i � I� � /%;�%%� I / /// //// I � \ � 7 �l�� O � � i i' _ � r o � _ _ �� \ I coNC oECK + � � „�`�\ a � . -' �� I I I I I � I�� - W i � ��v�i.�.�.� � _ � � o .�^ � ` . `__'_____J____�___F___.•/ i � � I i iu��____ ...., o = ' � _�� °B ✓ � ��/,'� z° ., � �I u r � i , � C � iD c 16! •� 1 � I I I I �1. M Eir�SO 6� i I � • 9rw � pe i �- J� ,1� LIGHTWELL2 � � o ,, , , -- - -�l�i ; �„ �ff��.a,� p i�uicr�rnni �� , � ,a5 � a� � W/SiEP� � i � ��•�. i i ° � ,� � ! G i��-�.�1��f�� '�'�.: �,oh I ; � �O i I II � _ _ ' _si��'___ _��a�; +'__ CNCAM '�•�. � Z � �� _ _ z_ � �Psi ay56'-1 ll4" R.x MN.241NCH BOX= i.., i O � �� . s - - - -�� 6FT.MN HIGH FRONT. - i._ � �/'_��, _ �- . '' TREE PER CITV R1 �! f� + �i� I �, :'ORDINANCE,i i . :�.�ss� `i , - � // �. �.� \.i��. � . . � . , 1 � � .n I ,..t�,-i. . � . � li�-- 'o"51'-4 � � �' � YMi�uB N i��i< �� _ ��,�� r/ �,} � I -_. ___. . _.�` � �o- f 51�s �„ i I i .�� a �iD!�NG/POND�� _ � �"' ..r.�.- --� '-'-.WALKWAY_��-f _- r�o �1 � � � �' �' � � I .,: � /� i�iDeeDEMOUSHmi ` � ,. _ . � ' � ,,:, ;-a_� � I � .. � o � .�. + i I �' � � ',v,.�i � _Y ,.�: i ` " �� EXISTINGBUILDINGTOBE"`"" ,, ��_ Z�' � � �, ,. --- - --- ----- - ---- 'I'., ._.�.��__ J� - DE�AOIJSHED.FOOTPRINT P• �k-,"✓ a 4 - =_ 42"H � �°: / � �//� �� fj•fl.. SMOYVM VNT}i HATCHED LMES,H, / - ��i��_� �' • ' //J v' � i r. � � °- ------PREFAB.- ---��- L■ i j �.'. � ��. � � „a � , = i o PILASTERS � � � /� � i / e`�� ls�-, � � ii �"H� `/ �c � i • �=:.''4� � i �5 WRWGMT _ � �� . i - _;�.eY�,�a� �ii � � RON GATES '� � . e 6 � -z ` m _ / � :� �T, II I nY� '`,s u.� . � e�N�,se - -,E ..,� ; nc `�. .d s Q '`„' 36"HIGH � �� T�Z: � z �._.:'. ,�«,� /./��/llll �"��- �,e-- -----�,�, - '•_�,,,� ° ,�� ,� F -- �_�lllf./.�./ ,,, . _} �� < IRONRAIIJNG I j� ' r4�n�w�'`a � � ,, i I� - -rcuMrs , 1; :_ _ �--�- - = � � �ab i � �� ;s � W a ..��' 20'-0'FRONTSETBACK � � ' � - ug � .4�.� � 2$'.p^ � ��_'�.wa�. - - i �� '� �_ -� � ��i � .�••�`�'��'"9a�� V'iF wa,,, � �. �; ' -. �' �oc�sn�ic s�rm y a � . i. � � � �'ro ee oB�oi�isHrn:�, ocaT.ov�wo � Mu�cHanni Y � � '° , � ,� •e3 1'Mn, ,„,�,.,� ��,` �-�,,' N49°40'S0"E r�n w�srev LN�iiWELL3 m 6�� uc�rwa�.s3, g � '� � -s'�. ' � � 46.36' POWH2 � ; � �� •�89 i �,r� ; `_.fr�� STOPES O Q � � �` onsnNC s� �i:. 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STORAGE 1 I sqcN uv _ STORAGE �I 3 I I I I ::� I I�I 33 ��o�+. � 35 �I I I I_ e —42.� � I I . 1i � 28.9SF � 64.4SF � I I ,a�sF , � /�a�o•_6• ;� I I ' � 35 .f� �r � � ,�\ V i I' i i �� '�J `��, I�' \ I r�_ _ - _�� I .� I I ' II 6'-91/2" I - W�B� �i.; � - - I -J- - - - - -� �- - I�: �� i �' I ,�� 'o, 37 .` za.o" I�� i � I ^ � / ' ( � < L � -�`-_ � I � ,, � � � _ � � �,0� �" - �4� " ,�._�„ , ` , ,�,��E / � -- — � �— � / ^� '- `, ' ao._6.. i� , ` , \ �"� +O� / / 1• � � � � � i � `�'6•. i , �• �� .S 42 � � I i � 6'. .�� '�. � � i _, I I �..� I I ', � �z'-�' ,,`��; � � � H AV STORAGE � � . � '� 1 1 �� GAME R�M � '� �y---;�—.�� o � \ '�• 32 �� `,�� `�` �'��J��`` i^�i� �p' 8 3" ,- � � � _646.6 F � a `� ao�-s-`. '' � 205.3 SF ��` � O �- � —— — � ` � �` %� �� v�ncs �� ns s� � , — -- — — — — — - � . � �- . � �, ua - --,__ __- �� i 45 .�� / ----' --�.� �— � --------� �� , g T 3� a• ELL 1 W�I I 3'-ZF • �I 46 i s-o°c�R Miw. `; 33.8 SF VI ^J;J � qRST ROOR Z'� w�u.�u� w ABOVE :� \\ .y J,1'I � - -- - - - - - - - - < � � . i i• i r - - - - - - - - - 1 ` � r - - - � � .r• I � / i {�` � i - L - - � - - � � \ '. � �\ . - - - —- — � '. .. ��'�. .,.._..a:� .� i� � / � i i � � ° 9-�,;z- � � � � �� l: � I I I 1 \ ' ' �--- .I� i � � � � , I' ,9�_9n. i� i i � � � sEOROOMS, �J�: � � i i i II •• ' __ " ' 43 � •I� I I, I I I �� _� ___ _�: < � � ; � � � _ J � ' " " ° ' 161.8SF r I I �I I I P �� z-a• k � I I 1 I ' �� 1 ��-— J L � I I� so•-s� � �� s�-3 in• �$. I � / / I ��-6� — �� i � I I� �� II � .1� � r i i � ` L _� �� ____ � �� , .� � _ F====� F====�F====a � i ` I I� �� a°-s r � .S I �I I �� I � •I� I � � �� I I� _� �$TRUCTURE � �` I �I 1 11 I :� � c�ss 000n � �� i� i aa�ss wwoow _ � I � � �� - - - �- - - —�,*-r4,.-., - � �� ss000re ii i - - - - - - =-- - z - -.+� __-�_ T I.,*. . ;..-�'••, i L - � �, ��,�� „� z�o•-o•� � ; � � � ; � � � �,.�� ;, �; sissF ;, § � I � � � � � I I " _'_'__'__'_'_' ' i � QtAIN , � 7. J 10'-O' rni+N I 3 u o4 1 BASEMENT A3 1/4" = 1'-0" 6LtlSb DESI6M ASSOt. v��'�v�� 6512 MORTNRIO6E DR. o� '��C�� S�N IOSE C�95110 '� C7�� ....etrs�o►.�� 4<<oe�:ee-�ee \�, �,a,�� • .�-,,.�A�� „��u�.;, ..� N � � w mw ��?ZLL ac;�oo � wwNz LL��w g a m o=��'w -�m N ]m>2� � mw�a ��Z z�z�� _o>,�,� O '<zw�=" �_�a�? O -o� �N w�Q� � N�a'emz �oc 4 � �Na�W? � _ �Z� `?�C�z Z''1 -,:.0� C Z z N✓ W ��3cZw � Q O� W W�w�� L C O w�Z w aaw��- w w��oo� � -o =� �zz.<, "o�czZl Q �a�>'��3 zwwCwaa 3x?wi o ¢wpUO< Z > �~w O� N V�w�<� `��3a°cm Z Q Q ¢� w � U zg � � � �� Z O �Q � WZ QZO � � 2= � � a �� Up � � � U w z o �I a�oie�i ro: SHI oate JULY-20-201: Drawn Dy Author cnecked ey Checker A3 sca�e 1!4"=1'-0" No Daa�tlon Daea GENERAL NOTE3: 1•THE DESIGNER NNNTANS NO RESPONSBILRY FOR 7HE CONiRALTORS. 45'-8" TvpCA�NOI�Fdt Ni vtAwi�Ki s��73: 4,-O� i-PIB WAQ�CIBlLy Blld G9116BIVbIO1 lBQUIIBRIBl1I6 O/C�'$$SBC�10l14.�Sh31I bC 2��IC�IB suscarTn�crass.oR n�ose waercnc N sucH cnvacrr�s.�Tre�roos - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�,�,�,�- - - - -- - - - - USED MI TF1E EXECUTION OF THE WORK AND SAFEfY PROCEDURES AND 5, ��n, a Irdoor wAer use shell be reAiceC by at least 2b%using me d ite fd lovang methods(elkGi�e PRECAU710N3,OR THE LAGK T}iQtE OF TAKEN AT THE PROJECT SRE 2-CONTRACTORS TO/33UAE FULL RESPONSBILITY,UNRELEVED BY REVEW OF �'-2' e DRAYYNGS BY SUPERVISION OR PERIODIC OBSERVATION OF CONSTRUCTK]N, water sa+rg lxtues v tb.v restridas 21'-0' o ii.A 2096 iadctim in 6asdire vAer�e shall be documented m the p ai iii.When�sirg the cdculeEm melhod epecified in sec.4.303.2,mill�ipe shwer lea� FOR COIPLUWCE YMTH CONTRACT DOf'UMENTS.FOR D/�ENSION3 TO BE 200 AMP - - - -- - --- - - - - G' -- - - - shall riot ezcead the rtmimun Aav�abs. CONFRAED AMD CORFtELAT�ON THE JOB 3RE AND BE7YYEQ1 NDNDUAL � _ELECT- -r'� I� � - _weE- �� - -- - - - - - - - - �� b.PlurrEiip Azives ad ptti rqs shell cortply wlh tle spedfied pefamace ra}iirertarts d �� DRAWNGS OR SEf3 OF DRAWNG4,FOR FABRICATION PROCESSES AND � Ha hETER - - - - - - - - - - - 7I �'` Ha °B I � seaim a.3D3.3. _ / i.A�lan�ic imgelim systems rt�slelled as perl d iM projed shel I he � CONSTRUCTION TECHlMWES(NCIUDNC D(CAVATION,SHOWiG.SCAFFOLDING, y I s c BRACNGERECTIONFORMYYO(tKET.C.)FORCOORDNATIONOFiHEVARIOU -�°----.:.- ...... .' :-�-•. ...- .. � � ..- ---�� ;:_.. - ° ------ ..., -..- / � ii.NOteontM�pla�s��sspecea4.sandPPes.eleclncahles,arM�ts,vtiharoP��inpates � TRIIDE3 AND FOR SAFE CONDITION AT THE JOB SlTE. � I p�-0• y I al mtaiv walls shAl be puteAed a�nst tM p�seqe d rodenls W d�inp such openngs with �o N e 3-VARIATION N iHE FELD CONDR10N3 RELATNE TO THE CONTR/►CT DOCUAIENTS \ / - �---- ---------- ---- - ------� � cement monar.cacre�e rr�arry a si m�ar methoC�par CGBS section a.406 � Y r � = SFIAl.1 BE REPdtTED TO TFIE DESK�lIER Qt dAMER.YYdtK SFINLL NOT PROCFtESS I \ / � i\ i/ � i i.N ihe tima d Ir�irsuection.en oaxelbn eM meinlenaice rrenel,aoce0lede to U �m � � UNTIL WR(TiEN PERMSSIdi FROM THE DESKiiER OR ONMQt � � i / � � a� Z Z �� 4 THE NFORMqiION CONTAINEO ON THE DRAWNGS IS N RSELF NCOIIPLETE � \ / i \ � ' + the ai6rdrg agem,y shell he ded to the bulA osu a awia par sedim CGBS a at0. a P i A iii��.Iretalied P�firepae(sl shall bea drec�renl sealed-corntxstim ry0e. . ; � ' � Arry irslAled woodslae ar pellet slwe shell carply with US FPA Phase II emssim limits"wt�ere � � �4 - 3 AND VOD UNLE33 N CdiK1NCT10N 1Mi}1 ALL THE SPECFICATION.7RADE I \ / ' i i EQ • �n E� 2 ( �dicada as CC�S a.5D3 m;o ; PRACTICES.ORAPPLICJIBLESTANDARDS.CODESETCldCORPORATmTHEREIN a o � / /� i � � /g� I� Iiiii.eMl��add�nucve�netiorl'�oabaectimCC�p54y5Dtt�� a� e er�w�ncn n�camv�craR cer�s�r,ovK.�oF sr , ,� � � < ' w ,� � SKiiiNC THE CON7RAC7• I �� / � � � � , � ! I ��n a re s�.es,s e d�s�e o a i k s e�n t e�p�a rt w�n v o c a d a n x w m „ � SK S DESIC�iHYS REVEW OF ORAWlIGS PI�PARED BY THE CONiRACTOR'S SUPPLIERS � � \ / "aw�xa sv� � \ / fO, • A� t«ic canw�d limts'nx CGBS axtim 4.506 �a� . ,�ee i i � a.Panl,staBadolhermaUr�sldlhecarpliatwilhVOClimits. Q , ETC.ARE ONLY FOR CONFOR�AANCE YNiii TXE DESN3N CONCEPT.CONSTRUCTON � � � / ` LL 4'-0' / � b Pemeol pdr�s aM ca�i�shall 6e carpli�t wih pod�tl vsi jteE MIR limts fo ROC and � `o� t sww�r�or sr,�r vNn�our sno r�w,AND SHOP DRAWNG 3TAMPm AND � i i o Roor'� w C� KITCHEN °�-°�^ � I a��,� = E SK�71m BY THE DESNi�IER OR dIMiER YMLL BE/LLLOYVED AT THE JOB SfTE. I � � � �� -,- � T-4 c.OocurientAim shell he pwded to�erify mmpianl VOC limt finsh malenals ha.e been�sed O � �,� �; i d.Capet ad rapet rystertc shell be cmpiat xnth VOC li mts. �c N . &UNLE33 O�TliHtWISE NOTID.ALL DETNLS,SEC710NS,NiD NOTES ON TFiE _ L � i � r ---�, 14 i ue� � e SD96 d iha Aoor a�ee reteninA�I iert Ilom�shall cortplY�th ihe VOC emssim Iimits � DRAIMlGS ARE NTEND�TO BE TYPIGIL FOR SMLM SIiUAT10N3 ELSEWHERE. - � i i \ wnn �/� d � � \ / / i i� / A -�-� def�ned in the Cdlehwgi�s!or Ff�PerAxmace ScMds(CFPS)bwamttirg malenals list a � V J !� �m _'w 7-CONTRACTOR SHALL AND SlfiNiG CONTRACT DOES WARRANT THAT ALL YMORK \� � -�- �,� he cerliFed urder ihe Reci IieM Floor Co.en rp 6stXWe(RFp)Flm Scae propram J c z o AND MATHt1AL3 VNLL COAiPLY YKI}1 REOUROEMTS OF THE CON7RACT DOCUMENTS � Y � � --- - - �'�- � � 51'-6" i �aae o� f.PaAicbEOaid.Abdum daeiry Ahahoaid(MDF)ad herd.aoC pyMaaC�sed i n i rtenor finish � �N° IWD SFW18E OF GOOD WORIQAANLII�aJALITY AND FREE FROM D�ECTS IN � R i / I L____J�I � I \ V i 3� � syslerts shell cmply wilh lawlvrt�A�lyde arissim stadads. !11 � ^� � VVORKMANSHP MID MATERIAL FOR A PHtIOD OF ONE(7)YEAR FROM DATE OF FULL � \ � � I 51'-6'� I �I iii��i fie IMenv Abistua Cnnlyd elemmts per CGBS section 4.SD5. �J �� OCCUPANCY UNLESS LONC�2 T}YW ONE YEAR WARRAlITY IS REQ1Rm.SPECIFIED I \ OR PROVD�.NSUU►TED eY.1183 SFil1LL HAVE TB�1 YEARS WI1RR/W1Y. � � �-�� I� �I �� \ I a�v��re��aa caaiiav o.ee�is ieW red to he irstal led�ihe slab m gade 8•CONTRACTQt SHALL REGARD,PATCH NW MATCH ALL CONSiRUCT10N DMAAGES TO I I�� 50 6 I L--�- - i 8 0"�----- � kur�ims�,Cacrete slab shall tra.e ihe fdlawrg�. TWO�AR �� i3 te - - - - - - - -j -o" I 1 Fovl4)inchtHCkslabwMfqpada40s1eelydMararpbasa118'oncenla � ; s�,c�vss.ca�cr�,�cr►c,Erc:To Mnrcri oc�snrc caromoNS. � � � 9-GOOD HOUSEl�PNG PRAGTICE3 SFIALL BE OBSERVm AT/LLL T1E3 DURMIG � '(�jj/�`(� � � � �N. N 12 � rl - � I eaM way A md sleb.Cancrtie m hac ai Pc=2500 psi mnmm. ! P � \ I � I 2.Sleb�o rest wa a minmun 6 ml Ihidc�v Cana uderlain by al Imst 4 inch� � THE CQIRSE OF CQiSTRUCTIdi.TNE STQtNG�1�0�3 AND MAT6iW.3 di ao o �� tHck 6aee M'h'a largx cbai a�e�te.2010 GLCrean Sectim 4.505.2.1 _-\ nie soe w,wc�wa ars s�re�rs wiu rar se nuowEO uN�ESS�saECULL � z� � � - �er- j ` I� I � . sr-z• � c��e� � �r�s�.n�su�e�oe�r N cruRC�oF ca�srnucna�sHn�� i ' �a i BE AT THE JOB S(TE DURNG ALL YYORKNG HOURS. ' 599.2 S F� � I N��K � � I E Moistva mrtait of 6uildnq melenals used in rells and flmr hamng is to he clecked �a n�caNSrnucna�srv��ca��rwrtr n�20�o cec.zo�a crsc,20�o cMC.zo�o cx, � � ��-----� J P ; 13 `O �� ,! I I / I 6r the mnimm raqurena�s he6ie acl�ure. ZOto CEC AND APPLICABLE CURRENT CODES ANO PALO ALro GTY REGULAi10NS. / - 3f.9 - � ' ._._i��.6etrroan m�re�st ferc wf:cn exheiat ereaW nm,ce�r.oms snal� AND Z007 CALFORNIA FRE CODE� I � �r �� a'-2'I ' cardr wim oces a.sos aid anau��ndude�ne iw�rg. I PRWI�I11l�YEROfSTIYPE' I `v I � � � a.8e6a�fYStaarnpienl. r r\ 11•/LLL D�IENSIONS ON THE DRAWNGS ARE TO BE CHECKm BY T}1E CONTRACTOR � / w�iu�o s�cneac on w�u -1 � ZO9.L S F \ b.lHess Mclionrg�a cmporart d a Wde ho�se�a�tilatqn system fare m�st he \\ D EN / SEPYVING IIOUlE FlIDY GAMGE AGAN3T ARCH(TEC7lNtAL�ECFIANICAL/WD ELECTRICAL DRAYYNGS.AND REPORT ANY / �va a�uveie or vr nv_e�x- �I 60 1 n r� I eantmlled W a humdsta wl�ch shal�ha ree6 W aceesside.Hm6iv eatrds st�� `� OR ALL DISCREP/iWCE3 AND ERRORS TO DESK%IER BEFORE PROC�NG YNT►i THE I s�emoa�iwcawc i�e�w�nv` � I � he cq!ehle d aqutrrs�l Eetv�exi a ra�etne hurvary d 50%to Bo%.' VYORK CONTRACTOR SHALL BE FULLY RESPONSBLE FOR GONFRhlIG AND CORRELATNG "- - � r Z I �� I n \ ' a W�� Y rrergy Canmissron.(with 20%reduc�ims .. r�pw[ir� 17'-0' 2-The rrezimun Awv�ales set b the Califomia E ) ALL D�iEN310N3 ON THE JOB SRE/WD BETWEDi WDNDUAL DRAYNNG4/WD TRADES. � I P111F01M Fdt NIM�CE�IE� b.SMwer heads 2 GPM - WE I I nwoe r e�rrn v,w I �� - _ � o-La.day 6uca�1.5 GPM � -�- - _J I� uraex ni�wCe ra�i ur oun� I I ��7 � d Kildien Facefs 1.8 GPM ur�io achqoxos aaG I I 3id�m6 cortainrq htihluhs.shw�ers,sp�.ad simla hethrg 6xtves strell ha machaiically 11-PROVDE 1MiM1M 28 GA GALVAN�D WEEP$CREED AT FOUNDAT1pV PLATE � I� °"OVOE�°OEE�OOPEN"� � � �entil�ed.A mini�rum rale d 50drn Is raq.iireA.Duct�rtp size and lenpits to meet the mNmun OM ROdI FOR COMBIlST10N MR LINE AT LEA4T 4"ABOVE Sql AND 2'ABOVE CONCRETE PAV!!G,BALCONV AND PAT10 FLOOFtS. � mor cww�ar�ce TI WH I I � raquremets d ASFR?,staidad 62.2 ad maimm sand rat�ing or 3 Sme 1v intermtter+ PER CRC Z010 SECTION R703.821 I I I \ I �� - � aaerauon o r' �� _ � m � � 4.FV IGIGen laral exle��ertilallm.A minmvn rale of 100cfm is raqured Ductirg size aM � 12-DOOR3/WD P/WELS OF SHdVQt3 AND BATHRIB ENCLOSURE3 AND ADJACENT O a' BICYC LE STORAGE I - - � 24'-2" , I ,y ,�w � IeN}hc to meel�te mnm�n req.�remeMS hcSFR4 standard 62.2 ard maximun soud r�i WALL OPENR/GS VNT}1N BO'ABOVE A 3TANDRIG SURFACE AND DRAN NLET m I I �� N -- -- a 3 Sme br i ntemMtenl apers�wn. �w m o 4'-0" 51'-6' � � __,_ 5.A VNwle Buildirp VeMil�m System shall he irstelled.Cnardnete wlh rrechencal trawn�. ��+�. SHIILL BE FULLY TEIYPQtm.LAARiATED 3AFElY GL.0.SS OR APPROVED PL/ST1C. �'_�• �I I I I I � � o •� i i� Ductlng size ard krgtle ro mae�the minmm requiramems d ASFw+staidad s2.2 ard a c o g CBC 2�08 I I I � I I FAM�Y ROOM , \ ' mmcimum cwrd reting ot 1 Sve tar mminn�s W o N i 13-PROVDE SE13MC ANCHORA[�OF WATER HEATER TO WCLUDE ANCHORS OR I � I I I I I � �` ��'� aperatims LL o Q�w �� 1 6.A door may swinq o�er land�inp ih3t is nd rtnre than 1-112'heJOa Ihe Ihg;hdd.(CRC R311 3) �±�wm STRAPS AT POMITS YNTH/i THE UPPER/WD LOVYER ONE-THIiD OF fT3 VERTIC/LL I�=L--- - - - �� Floa deatwn�the raNired egr�s daor she��nu be mve ihen t-17 bwer thai the tap m ihe m�, � D�iENSION,THE IOWQt ANCHOR LOCATED TO MAINTNN A MNIMUM DISTANCE � __ _ __ ---- - - - - -� o theshdd.FxcepEm At dmrs aher than the iran evess�or,the mctena lanarp a Ma snall ��w o� OF a INC11E3 ABOVE THE CON7ROl.3.I I � - - __ I ;0 311.3 S F , rop �I nq he mae than 73/4'beloa the top of the theshdd piouded the doar do�rot swirg o�er the m>z� � 14 PRONDE CLEAR SPACE AT WATER CL06EiS 30 n f - Bui�E�t I I ' � � � >v LL LL 3 J ( WDE,24"IN FRON AT SHOWER j o - � i� G GT I' IaiArg v Amr. m w�a` (1024 SCl1 MRI.AREA 30"hl1.DIAMETER CLEAR)AND HEN.HT OF SHOWER ; N -_ _ �5'-��• � m 7 sF i I � �I 'i I I I z,W w c z ENCLOSURE. I �� li ' _ ^ 1 S G U A R D S S H A L L B E L O C A T E D A L O N G I I S I D E D W A L K I N G S U R F A C E S,S T H B 2 S,R/1 M P S, I I I I -- I � n I i o�c�s� I `I, I I I I I I,, I �P��CES NMICFI GEtiERATE A GLOW,SPAR K,OR FLAhE 9 SUCH AS WATER Q��',r I LL�/ � �_ _ _ _ I/� 51 6" � � z w�c z LL HEATERS AND FURNACES)SHALI BE LOCATED MNIMUM 1 B"ABOVE TNE GAFtAGE �c a� LANDWGS THAT ARE LOCATED MORE TH/W 30"hEASURED VETICALLY TO THE FLOOR - - - - ^�. � �� sw�ssoiHS-e b-�� ' � o O OR ADJACENT GRADE BELOW AT ANY PONT VNTHN THE 36"HORImNTALLY TO THE EDGE OF I � � ✓ ---- 1� ri ae vuce o / �� FLOOFt PER CMC 307.1,CPC 508.14 w'^ �'a o THE OPEN SDE PQ2 CRC T010 SECTION R372 a '� _ .\ � � '� A-VM1BiE SUCH APPLUWCB NSTALLED VNTiRI 7HE GARAC�ARE ENCL06ED IN ��a� z ! I! `� � m -- -- - - ° o DINING �� -�� ' _ � I tc !i� A SEPARATE�APPROVED CONPARTIYENT HAVNG ACCE3S ONLY FROM THE v a °c° O 1&PROVIDE AND NSTALL 518"TYPE"X"SHEETROCK AT USEABLE ENCLOSED SPACE I �I �I I,L�S- �I, �I �� I� . I � \ I � I Q I I �� 'h o�a aw Z I, J BELOW A STAIRWAY � �i I '� I S I - - � !I f 1 F)B.J SF�'�•/' ' � `````• � � i3 OF 7HE GARAGE,SUCH APPLUWCES MAY BE MISTALLED AT FLOOR LEVE�,/� - ' / � -. � . � I REOUIRED CONBUSTION A/t SHALL BE'TAKEN FROM AND DISCHARGED TQq1E'��/� �N � z I 'i r � � � _ 0 i o EXTERIOR OF TME GARAGE cMC so�.� /•. �_ _ _- - �L_ - - - - _ - - _ � �w3ZZi `° -Z _S �- � /} � a c �'^ .'°sE �� 1 �f.�'/�� V J I ^ I / '� � //_ __` - - -- - - - - � °° ��[ -L� J w�.��. co w N � r n a�- LL c � �\^ Q� " � � 4 LL aX, r�i I I /�I � __1�10._ _ � %� �- _ �� . i L�IQ� \ LIVING ROON` � (' ��?` N _ � _ ' �� o � I � 6'I I \ a¢��z Z� . � zs s , ' , � i g I �a a"w�o � _ N i �o �� 51'-6' � y1 1 i; Z>Z-3 � � i � � � g 3x?w�a� o �n� , � 2 4.9 SF F • <w �s< 0 � 51-6" � �Z'-o• � � � >w � < � � � I o.'.w - � y � ENTRY HALL � � , � PLUhBING NOTES: " °a�'= � A9 ' I ` °, I i i Nw�c; aF 7•PROVDE PRE33URE RBEF VALVES FOR WATER TO TERI�IATE THE &-w c LL y ;a 51'-4 � � 17', i � �I � BUILDN�IG WR}10UT BEING TRAPPED. �a 3 a,.c m 2 � 0' 2•PROVDE ALL PLUMBNG VENTS TO BE M!1 10 FEET AWAY FROM OQERABLE fRONTSEfBACK ��, WTE:FIRE BLOCKINGSHALL BE INSTALLED AT OVENINGS AROUND dIMNEYS AND flfE PLALES AT fAl1NG LEVEL PFR Q3C 2010 SECTION � R1003.19ANDM001.t2.FAC70RYBUlTOHM1EY5AN�RREPLPCES SHALL BE IN PGGOfOA1KE W RM LL 103 MD UL 127 I IDTE ALL IIOSE�5 SNALL BE�ltlPPm YYITN NOFRBAOVABLE BICK ROW � w�vorte+s occ�r a.on�s w�s�a COMEC710N.PHt CPC 803A.7 I NOTE FOR HEATING:ALL HABITABLE SPACES OF THIS BUILDWG SHALL BE PROVIDED VNTH HEATN�IG FACILITES CAPABLE OF MMITANIMIG 66 F.DEG.MlIM1M AT A PONT 3'ABOVE THE FLOOR AND 2'FROM EXTERIOR WALLS N ALL HABRABLE ROOM3.THE INSTALLAiION OF PORTABLE SPACE HEATERS SHALL NOT BE USED TOACHIEVE COAiPLUWCE(R303.8 CRC).ALL REqSTER3 FLOOR AND WALL ARE� SHOVN�WfTH ABBREVIATION OF"REG NOTE:ALL MECHANICAL,PLUhBING,ELECTRICALlWD SIMLAR PENTRATIONS OF THE F100R OR TOP PUTES SHALL BE CAULI(�YNTH RESIDENTULL RAiED CAULK WIi?i AN ASiLA E138 OR E814 THRU OUT BUILDNGS TYPICAL � I I � �� S-11 1/4 O SKYUGHTS. � .� i � 461.2 SF��` .\ i � � I 3-ALL WA7ER CLOSETS 3HALL BE LOW FLUSH TYPE.(1.6 GFLL_) _°- _� ��` 5�._g� ��, ` �� I � 4 SHOYVERS/WD TUB ARE PRWIDED WR}i PRESSURE BALANCE OR THERMO6TATIC � � �� ' �� n�i o�o�cns� �I AO(ING VALVE CON7ROl8. � -t_ i�' � � o�Recr�N� r Z-----� � S SI�OF WATER CLOBETS TO BE MA7fYlM 7.6 CaALLONS PER FLUSH. v � - °--: -- --- ��\ �UP- � sHES�E-t I � I F � , 6 PROVDE NON BAGK FLOW PREVENTION DEVICES ON ALL EXTERIOR HOSE BIBS. ��.; -- --- -- -- - --- --- i 7-PROVIDE BACKYYATER VALVE FOR THE DRANAGE PIPING SERVING THE FIXTURES I� a�� _ '�i� ``,�--_ _-' i � AT THE BASEhENT IMTH FLOOD LEVEL RM BELOW THE ELEVATION OF THE NEXT i �� PN - -- UPSTREAM MNiHOLE CO'VER OF THE SEVYER ABOVE THIS ELEVATION SHALL NOT i` � _O_ ` �� /L � -- _ / - -- .eme.c� DISCNARI�THROUdi iHE BACKWATER VALVE. sb ii. a.� � � i L . i �i PL/W NOTE3: RRIDO` - - C \ 5 7i7 sF -- - 1 � 1•CON7RACTOR SHALL N3TALL DRYER VENT DUCTS THROUGH WALL TO OUTSIDE OI � ;o -- 1� �I �TBt 1Mi}i UM�Bt.MAX.14'TW090 DEGREE ELBOW. _o � 2-ALL GLA�IG W OR NIIiHN124"OF DOORS.OVER 9 SaIARE FEET,AND VNTH W 18•, � GUEST ROO� � � 6 • I " Q � OF FLOOFt,AND ALL GLA31G IN SHOYYERS AND BATHTUBS TO BE SAFETY GLASS. � ¢ 3•PROVDE UPPQt/WD LOVVQt COUBU3T10N AIR FdR FURNACE AND WATER o � � � �� r - � --° - - 5��-6� �S � HEATER CONPARTNENT. o A 1 I�� } - rt -�4 ;� - 7 -- ippyyp�i - -- --- - - -� � � � 4 P R O V D E M r i.1'�'D E P 7 H,F I R E P L A C E H E A R T F L O O R F R A M N G T O B E N O N- , � o � 51�'z COAiBU3TBLE g; � � 164.4 SF ��' cLOSE� ��e� � � I \��i I L�RARY W � I ��H SLEEPlIG ROOM.MUST HAVE A NEf CLEAR OPENNG P 2 OF 5.7 3�.1Mi}i A NET CLEAR HENiiT OF 24 MICHES A NET CLEAR OF YNDTH OF � �\ ---_ ------- 4 � �I� , � 20 M1CHE3 AND THE SILL A113T BE YNTHN 44 NCHES OF THE FLOOR(TYP.FOR ALL A � •� 5 p• I p I I °' / 8.Ml1.�p�p�CjR,)1024 SQ INCH AREA A7 SHOWER,22"MN.VNDE SHOVVER DOOR. � _-- - �' i i 158.4 S F 7-WNDERS MAY BE USED F THE REGUIRED DEPTH OF 10"RUN(TREAD)IS eA7� � --�.�. �� _�_�q�_Q• PROVDm AT A PONT 12'FROM iHE SDE OF 7HE 3TNRWAV,WHERE TREADS ARE 3'-8" % �N 9F , o af -" -- - - - - - NARROYVHt BUT N NO C/LSE SHALL DEPTFi OF RUN(TREAD)BE LE33 THE 8"AT AWY 7 / �g � � o �o I� -� -- ---- - POIM. o i / �e L SHWR I°' � &AND LNNG AREA SHALL BE 28 GN.1�lIMR1M PER CURRENTB CN�iORN�� F`+ w AiECF1IdiIG�L CODE/IND Z007 CBC. B eN � E &PROVDE A SAAOOTH,HARD,NONA630RBENT SURFHCE(CER/1MC T1LE)ONER A �[ - - - - - - - - - - - - - - - - - J ��_ _ _ MOISTURERE313TANTUNDERU►YMENT(WRGYP.]TOAHENIITOF701NCHE5 � �aw AT- - - - - _ _ _ _ - - -� ABONE THE DRNN NLET OF THE SHOYYERS.PER CBC 2007 e�sa�ert 10.PROVDE ONE HOUR CON3T.518"TYPE"X'GYP.BWIRD W GARAL�W/LLLS, / � o STAR NCWONG UPPORTING MENBERS(BEAMS COLUhN3 AND BEARINGR SECTION R307 WA�� TOILET,BATH AND SHOWER SPACES � o /� PROVIDECONC. < iN / R307.1 Space eequired.Fixdues shall be spaced in accor- �P�� , � dance with the California Plumbing Code. �c""Dw'"NtON �c u«r. � ' ND7E`"''i�"'"m"'"1JN°B AND^1eR�'"'�^ONS Project ro: SHI oCSECwr�au ODOROIWITEW/ pyI i� OIRET/UMNGWNISAROl1Ol1(MWHLS.STNRS. 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M ~��Q a� W 2 VN LL� 2 Z✓` a a C C Z Z� ?ww�w a a QwpUO j� Z �wwoQiN vip�-U ¢C. 28CKpLL H Z W W a m 50.6 SF s, = sas.s scaF g2 = a�s.z sca� B3 = 142.4 SQF B4 = 977.2 SQF 85 = 91.2 SQF B6 = 120 S(]F e� _ ��s.� sc� TOTAL= 2,273.5 SQF LIGFf11NE1L 1 = 48.9 SUF LIGHTWELL 2 = 60.3 SQF LIGIiTVVELL 3 = 50.6 Sf�F TOTAL LIGHTWELLS= 159.8 SQF �I � <� 11• 8" ��i /��`'��l,j--�t�- �� '�% �/� ��-�' --- � 6 BASEMENT A�o 1/8.. _ �.�.. Q N Z� P � V� R �LJL S T U V x No D�salptlon Dab II - - - - - - - - - - - - - � IT-��- - � II i �� - - - - - - - - - �c\__- -_ --� ��___-_-__-� I I II � �I � i �� ^` I u � i , , , h . , � + � � , �ii � . 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I II � - i/ NOVERHANGS�PORCHES BALCONIE3 � � C --� VER I '' �;... / --�-�� ' � / I �� - '�\ �- - - � i� / i I � � � - - -- v � I � / i N - - - � i� � � � ��- I ,�` � � i i ,/ L - - - � - - - - -- - � � � I ' � ' � � ; i I "� � ' I . __�___-=a � ' � _ � �c _ ,� J[_ _ r� '� II ��- _ � ��=�'❑o�� _ � /� _ II - � � ---� , � �� r� - � �p � y�� i � i i / �II I ;\� - � ��JI I - - - / i� � II - {\i i �� i �� i II \i i♦ �\i�l�� iI �� I II � ; / i/ �� - =T--==�l�l � �� i-�--1'--------1�----- � / i u ;- - - „ _ �i -------=-JL� � � �II =__- �'---- -__--__ -r,----- J � � II r _ _ J L _ _ _ _ �._.,_sV � - J � �� - -- - - - - - - - - - - - - / II� u ii / � 6ltlSN OE516N ASSUC. ��vu��'''� I� - - - � 6572 MORTXRIOGE OA. /��`'� �S F�` S�� lOSE[�95tt0 ��`�`��1 1 L�COVER�E ....ct�seo►ra� 1 1 's tl0Al26B-166 � �,\,y:'�13�+�i A�0 1/8" = 1'-0" � ,;;�.�-��r .;:��,; - 147 SQF O = 179.2 SfaF - 388 SQF Q = 352.1 SQF = 30.5 SQF = 73.1 SQF = 38 SQF = 178.5 SG1F = 4Z4.% SQF W = 49 SQF _ ».s s� TOTAL = 1,877.6 SQF � � � � T_5• LIGHTWELL 1 I � 48.9 SF � - - � � �I I O I N 0 , � �� , - � (v7[u71- � , .�.�� n�� . _._ � � �� .. _� _,� `� I ��111� �_ - j ^'-: C._�►� i - , ' �i�� r � c � � I � �L-_-•--�i►�I�1��► �� .- ��.. ,��I -�. _ _ ,. - �I - , , '' �'� � �-�� _ ��%�i`;` '` r `I .i\� I�i1111►.� '�+ '� 1 r / ��y / I__.�_-._•-,--' � 1 � ..� � � � � � ' � : � A = 21.3 S(lF B = 618 SQF C = 38 SOF D = 259 SaF � E = 264.5 SQF O F = �sa s� Q G = 10.3 SQF J H = 281.3 SQF LL I = 288.3 SQF H J = 549.7 SQF � N K = 20.7 SQF o � M = 180 SQF� LL L = 344 S('�F ROOF AREA ABOVE 16'-0= 7.8 SQF '�k- TOTAL= 3,020.9 Sf1F � ea•xi a-=i.e soF nuro�� .nFw�,ww,sa- ro ae�oo�ro ansr ��.�,,,�„�._ Area C 38.0 SF il�� zr-o. 20'-8" a Area D �O � 259.0 SF �, <'-4" Area B 618.0 SF II r=��= _`° _ � 264.5 SF �I Area A II h IJi ' I� , 21.3SF �� I zs'-a" p � Area F O II I� �I _ u I� 138.0 SF - - I 23�_0. �� ii IJI �f =_ -J�13�-6�� I� ff- _'9[ea H.� �� zs�.s sF° � �I R I+I I� I +i ii �i ii � Area L 344.0 SF _ � �I I - I II � o �I I� v � \\� Area J �I TE s �� c°� $d97 9F= -a 51N 3. $F \�i = = �r = - �� ° �r� �� = = - J� � < `� _ J� li � ,� Area M �I 180.0 SF N �I is'-o• �� 4 FIRST FLOOR a�o 1/8.. _ �.�� 1 I - -� I I / - -� 10.3 9F Area K I 20.7 SF �: : c �wmo Q�oZLL s ��oSZ oo�ww <am w��w N m� //� �YwO� VJ m�a� W mWc r�z >��.LL3 � z�zwC C � _o>=✓ az��:i Q �C a _o r � 2�>Na2 �,�«m = v,a=ooR o �� o � V N< w= _w: =a " "z` (n .=�`c c cz?=�= a �wa"�� w a-owao �sw�Zw � �_ aQwo�. ='o�°�� Q �zzQ<� � -'-s�-, sz . `a��z� N r- 3 !i d�>✓C Zwwow~<_< 3xfw� p <wo�o>w o�wo� w&_w�<� �a3a°om Z a Q a� WOUI zg � � � �� S ZD �Q G W Z Qz � � � �2 � li�iw �� VN � � w � U z � Prqect ro: SHI Date ,IULY-20-2013 Drawn by fkl�hOf cnecued by Checker A10 sca�e 1/8"=1'-0" Z i a � � � 0 LL � M z � F $ � � � � U EXISTING SITE IMPERVIOUS AREAS: AREA SQFT D(ISTNG Bt�DNVC' = 2,016.5 SQF EXISTNG DRMEWAY = 1,466.3 SfaF EXISTNG GARAGE = 692.6 SQF IXIST.WOOD DECK = 929.6 SaF EXIST.EMRY WALK = 117.1 SaF IXIST.CONC.APRON = 614.7 SQF EXIST.SFED 1 = 100.8 SQF IXIST.SFfD 2 = 41.6 SQF DOST.POPD = 108.9 Sf�F IXIST CONC.LANDNG 1 = 60.5 SQF DOST CONC.LAPDNC 2 = 10.9 SQF TOTAL EXISTNG MPERVIOUS COVERAGE= 6,159.5 SQ LOT AREA: =10.896 SQF TOTAL EXISTNdG IMPERVIOIIS COVERAGE =56.5% EXISTING SITE IMPERVIOUS AREAS: TOTAL EXISTNG IIAPERVIOUS AREA REMOVED =6,159 S(]F. TOTAL PEW MPERVIOUS AREA CREATED =6,394.9 S(]F TOTAL MPERVIOUS AREA ADDED TO TF�LOT: 235.9 SaF. PROPOSED FRONT YARD IMPERVIOUS CALC'S.: F�/R�ON�T�YyARD AryRE��A�20�'�-0"�pX�8�4ry.4�2' =2,11�0/.5�SQ�/F�/� p�� +/� `�V%I�Y�h�V��r'��1�rr.Jlr�lJN7 Zf��o•�J\�.A�YV�VY�.2 J4� DRIVEINAY 1: 621 SQF WALK 163.9 SaF TOTAL FRONT YARD IMPERVIOUS: 784.9 SQF PROPOSED SITE IMPERVIOUS AREAS: AREA SQFT BULDNG = 3,099.9 SQF EM'RY PORCH = 162.3 SQF PATI01 = 162.3 SfaF PATIO 2 = 125.7 SQF LKa�i�VVELL 1 = 44.7 SQF uc�rrw�s = „oa sc� LKaIiTWELL 3 = 50.9 S(�F WALKWAY = 163.9 SQF DRNEWAY = 621 SQF DRNEWAY 2 = 234.6 S(aF CONCRETE PAVN�(� = 1.618.9 SG�F TOTAL NPERVIOUS COVERAGE= 6394.9 SQ LOT AREA: =10.896 SQF TOTAL N1IPERVIOUS COVERAGE =58% � -;�G' ��`�v o ��—�C.l� '�� ri � ��'�/ ..^i , f _ . �'-�_.—_..._._. 2 t1C151 INC�SI I t IMF'tKVIVUS A11 �/8�� _ ��-0.� � J� � I i / / / No DaacNptlon Dab II � � _ � �a � U � � ` �. � Z Z °'�`Y °� � ; Ur — � : �/� � m�o ; VJ D�c W � m"�- � � Q � ">- � � ao� _ 2 U E � ;. � O � P U C N �' J � ��° � � Q ��€ � t � ,f ` ��\ ! r� _ � Nw Z m0 >w�NLL <NOgz w 0 °o " � <�o �y�W Q �� m� »WO� � m�Z� mw�aw A YU Z � V/ 2�'?wCC I \ =w>�� v ��s<== O a-o F � � Z NQ O (��<a � � a=oC� C °Wa��a I � W = �_ �=f�== O = _.. �� Z= - V :�3�== ww��:� > cn �-�wo� owFZw � wo�� 6Q_ W w�:�oo� =�=�a, � aa�;_�. � a�z z y1 w✓i C =ww�wa< — 3x�w��o ¢w p U O j w 2 �w w��Y N Q Z W w �U ¢r r�3 a�C m Z I � Q � Q Q� w � U zg � � O �� = z0 �Q � WZ Qz � � � �= � 11� w �� Up � � � U w Z O arojecc no SHI oate �ULY-20-201; /U�s��y��r��ty.�,� �DraMm by Author ��/{,��2�',.�\� a Checiced by Checker ��nncz��e � � '' � A11 �� ,,.�� n \ �P'U�� 'o ��y -''� N sca�e 1I8x_�,_�,� ��t:� -�c� CUSTOM HOUSE 10256 GLENCOVE DR. CUPERTINO LOT SIZE: 10,896 SQF PROPOSED LOT COVERAGE: 4,029.6 FLOOR AREA RATIO (FAR1: ALLOWABLE: 45%OF LOT AREA 10,896 X 0.45=4,903.2 SQF PROPOSED: 4,890.7 SQF PROPOSED FIRST TO SECOND FLOOR AREA RATIO: 1877.6 SQF/3013.1 SQF = 62 % PROPOSED BUILDING: FIRST FLOOR: LIVI NG AREA GARAGE TOTAL FIRST FLOOR AREA SECOND FLOOR: LIVING AREA =2,395.1 SQF = 618 SQF =3,013.1 SQF = 1,877.6 SQF TOTAL FIRST &SECOND FLOOR =4,890.7 SQF( INCLUDING GARAGE) BASEMENT: LIVING AREA =2,193.5 SQF TOTAL AREA: FIRST , SECOND AND BASEMENT FLOORS= 7,084.2 SQF TOTAL IMPERVIOUS = 6,394.9 SQF ( 58 %) (REFER TO SHEET A11) (including building) SIDEYARD SETBACKS: 5'-0"AND 12'-9" FIRST FLOOR 15'-0" BOTH SIDES ON SECOND FLOOR PARKING SPACES: TWO COVERED(ENCLOSED) ONE OPEN (PARKING) ZONING : R1-10 (SINGLE FAMILY RESIDENTIAL) TYPE OF CONSTRUCTION: V-B OCCUPANCY GROUP: R&S NO OF STORIES: 2 STORY PLUS BASEMENT "AN ELECTRONIC COPY OF THE FULL PLAN SET IS AVAILABLE BY REQUEST." v - � �P - �� PLANT LEGEND PLANTING NOTES THE PLANTMG PU1N IS DU1GRAMMAT1C ONLY.THE EXACT LOCATION OF PLANT MATERUIL SHALL BE DETERMINED IN THE FIELD. THE CONTRACTOR SHALL VERIFY THAT THE SOIL TO BE PLANTED IS NATIVE,AND FREE FROM ANY FOREIGN AAATERULLS OR SUBSTANCES,WfTH A MINIMUM DEPTH OF 8 INCHES OF NON COMPACTED TOPSOIL Tlu ALL NEW PLANTING AREAS TO A DEPTH OF 8',AND REMOVE ALL WEEDS,SnCKS, STONES OVER 12'DIAMETER,AND ANY OTHER MATERIAL WHICH WOULD BE HARMFUL TO PLANT GROWTH. ALL NEW PLANTING AREAS SW1LL RECENE A 2'LAYER OF NITROGEN FORTIFIED WOOD RESIDUAL T1LL IN TO A DEPTH OF B'AND FINE GRADE. ALL PLANT MATERUIL SHALL RECENE'AGRIFORM'FERTILIZER TABLETS AT THE TIME OF PIIUJTING,INSERTED IN THE BACKFILL MIX AT HALF THE DEPTH OF THE ROOTBALL. TABLET pUANTITIES AND SIZE AS INDICATED ON THE PLANTING DETAILS. AFfER FINE GRADINCa,AND PLANTINCa, SPREAD AS A TOP DRESSIN(3,A 7 LAYER OF NITROOEN FORT1Flm BARK(LARtiE),IN ALL PLANTIN(3 AREAS FOR WEED CONTROL AND WATER RETENTION.SUBMIT A SAMPLE FOR APPROVAL. ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNERS OR THE LANDSCAPE ARCHITECT. ALL PLANTING DETAILS SMALL BE CLOSELY FOLLOWED.AND ALL LOCAL GOVERNING CODES SHALL BE MET. ALL LAWN TO BE SOD'DOUBLE DWARF CHAMPION'BY THE GRASS FARM IN MORGAN HILL,OR APPROVED EQUAL. ALL PLANT MATERUU,S SHALL BE IN A HEALTHY,VIGOROUS,AND DISEASE FREE CONDITION.THE PLANT SIZE SHALL BE PROPORTIONAL TO THE CONTAINER SIZE SPECIFIED.PI.ANTS NOT MEETING THESE REpUIREMENTS WILL BE REFUSED,EVEN IF PI.ANITED. IT IS THE RESPONSIBILITY OF THE OWNER TO SUBMIT LANDSGPE PLANS TO THE GOVERNING MUNICIPALfTY FOR APPROVAL OF THE PLANS,AND TO OBTAIN BUILDING PERMITS.IF ANY CHANGES OR ADDITIONS TO THE PLANS NEED TO BE MADE THE OWNER SHALL REfURN THE PLANS,WITH THE CITY REVIEW COMMENTS FOR REVISIONS.FINAL APPROVAL MUST BE OBTAINEO FROM THE CaOVERNING MUNICIPALITY PRIOR TO THE BEGINNING OF ANY LANDSG4PE WORK 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 PUW. ..;• - �. ..' . .•:,:, ,:, :�•: 3 PEN GLO tg • 6 HEM HAP tg � N ♦': • 77 ROS FL01 �•: CIN CAM 24'BOX `~•� ciTr s�er r�e �.•, MIN.241NCH BOX eFT HKiH FRONT ;! 7REE PER CRY R7 ','.;. ORDIMAIICE .. t: j:..f 13 ROS FLO 1 �:�' •��.: 5 PER ATR LIT 1g. : , .:., `�1 — — 11 SCA MAU lg. ''"`. •:.i •.::. ..•ir. onsT.ovEwiEAD - POwFn(E1.ECT) J 4 FES CAL 1g.�� ` � '�� . c.� �'��3'��1:�� ,I� •-c� - /� �y _j _ � '�/�-—� _.._------.� l r 3 COL PUL N!W L,AlID6CAPElWALE ACH MIL 1p.4 PEL AME t� �_w��x uw� 13 LIG JAP 15g. - SCREEN SHRUB TO BE 1 .MIN.AND 6'HIGH AT TIME OF PLANTING SPACING FROM TRUNK T�TRUNK SHALL BE 10'MAXIMUM.SPACING CURRENTLY 5 ARM MAR 1g. -_ SFIOWN AT T�'O.C. � 5 POL DAL 1g. �� r-31 FRACHI1g. ar�w�s�ouo�uo oiuuw �rv uwosawe swut 1 TRA JAS SG.ON TREILIS �AY n��µrn. I / � r3LORCHl1g. � � -- r - '�---^. /\�:�:.'L ��I\\- ��•,�- ��\�'I�-:11 Y - .•=`�::. - =�� . � � g■ ��6i� , ,, �,,�;. , : .. , ,.. . _. ._ �_-- - ., _ . _ , - . --- . .�, -t��, i - �i �� , F�•. �.. . �. - s`�•� " �uii■ii ��I �► �W�� f�!■�ii�i ' �J�■■■■■I ��...- •� �;: _.��' ,�� -�� i ," �� '14"� I� ,� ��';� � 1'�,�_ _ li. ,/ � ,_ t � �' A.. 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'� � � SUNROOM �� ;.i:;:�-,4•�A.�:�j�i�%�`:r.`^:>�r:' � AC UN1fE"� e�j' . `..��•'P';.a r�t � ._. -�°°��p. . - --------- .. --„ .^�r;..x.*�^i!:.'_��C�.... 4 �40-Or�aon�� oD I 'noo� , .. . �os ��'�?��.3��T�♦;i �DRIUN ',i i,ORIW . y•'sr�..<:'��w`1 w�:1 III ,� II� . . ='k jY t�y��_�.; � LIGN7YYELL] � PIWING li•! a .�.c.�.c.a.v.�. AAYR AFF 1g. MULCH PATH W/STEP STONES 4 ROS SPE 5g. � m � �� u � r,co� i � � � n �g� m C L a �� tA " � z g � � � °- N y Z � } � y a 3a � � � � � W O � •L Z � � � � m � n � l � 3 TRI lAU 15g. �' �� .ti � �• ' —5 PIT WHE 1g. � ,� � 1 MAG GRA 15g. �.�.-.�,�.�:.-..��.. ..�y:,,,,i ••t�, '•t`��r;a•*�i;.�:i b�:`i�'�r;i.:'`i�t� ti�. .. 3 ACE PAL BL015g. �.'i ; +:".. :.`��t-,'t+ .'a2c�''rv � i� f'�1`�:t.'`�'�`.'�t�;Yi:�y,�;.�'y..•}t•r:.. ;�..;.»::r,,'s" ..;,Y _.��::" '�z s.:;-.��• .,.�Ft.��i"{r. •a.i,;�.�. "%'�^4',tw,,;�n�.r}�y�,R;;;i�t�:ts•:��.J�Qs��i'��f* .Yi ��t , L;•�:n:t`!'e'.i�r �.t'.K:.s �t .t�., .. w C:»�.`•��:�i.1�`J�:�•��• � �,;��.�l 't.,-�w.�,'StC•+ �•�.t,.k.�+�. ..:r ••,.�, ■ �v i^i�i::•l:r%•�'''f'�t..�:.. � . �`+•. .^.'�T -.��r�. �.:�e��.:f�J!"i ;�♦�w�M\�iti\'.C.w�t'1 .. '��~.:�.t ��:ri�riSS� • • K^, �:��,x ';,.;r:�.:'ir ::v:!t': �c`r^.;�c_s:•r+,X' e 11 LAVST01g. i;"r"�';�j Y...��..,.s."Sa;r:^:'1.` ; � r ;t�`�'}��..« �...ri ij�l4��~. ,:,.R;xe;'i�'�1 ��q�•�t 'i•`ri":'�. • . • ra�HaN �2 CEA RAY 75g. DeCl1r�aw�uE �o�E NEVV uMOarare swu e r�-woH i�PR�N iJ�G. YIIOOD fF.110E SCREEN SHROB TO BE 1 .MIN.AND 6'HIGH AT TIME OF PLANTING SPACING FROM TRUNK T�TRUNK SHALL BE 5'MAXIMUM. SPACING CURRENTLY SHOWN AT 3'-8"O.C. ti�rapGEro cc�ar�c^ 2` �Fp?H Ml!�rt.± " �E�kd BApCFI(� MIX 1/3 NlTRG FORTIFlEO RE�Ot;A� + z/.�r�ar:� sa�, 21 GRAM ?i.ANT TAB�E' i CiC - Tp,B�F-e ! P, 5 GG 2 ?ABLE?S ',s GC: 1 TA8LET5 ALLCtW�09T�A °+' 'jF~n� .z .-_:. .�r+ '��i�tC SHRUB PLANTING N.T.S. � * --� - '�'��` -___.._.�.._ .__...u__� - _--- narc -crr_ �4 � . . . _ __ _ �� 1 .__�__�..-..'A�^ I . � e PLAN `�-+�i�---- �; �� i�� =i� �j �� No fj Z�y�7 �i � W o: : �� : � _; �. 4� �! �I �I , � �! °�.� e ' �U��R TiES PLACED °- - ° =a�4ru-�or� �w� �`+� �e�2`D!A�pi1GE�E �.�ST�KES-15 GAL� Srw_�ER <�3'DiA t7?��on(c pit�ST�If�C - 2�`."��r,faaE� -----'•x+`�u�►+�mraac vf %z>r r,o�v Nni6s E� CD+IECTipN C�p�nTE�+ pR�VAILING VIND SIDE) NtTROGEM FORTICIED 2 �J€P'N BARK t�CN Iw''J4 REXi'BA�L?^ �:k GR E'�_s T�J��TN7Sk=�aLIE �Sit�iilFt ai�S �id3c�I��htx Ep RE�SlDU� 2/03TNATIVE�1 F'ERT(�I�R TAHLETS ui+� e iwHL.�Tj _�"c t�A�. 3'A�c'S �3 Gnc. 6 raBLETS ��'�L�10 TA�ETS R � � '-6'MI j E----�_..-�•BI•x 3'L P€RFd2�T€d i c Y��.'4kR � Cy�� F[PE ,.i a'�� DkA[H GR�TE CDYER ELEVATION TREE PLANTING N.T.S. � � � � �Q ` � �� wJ �� rq. V I L " i � `^ Z � v � � � � �� IOB NIJ�ER DniE 41�13 CRA�1 9Y RKS SC.KE 1/8"=1'-0" IRRIGATION LEGEND U IRRITROL MG12 PWS B(OUTDOOR)WALL MOUNT � RPJNBIRD ASVF SERIES ELECTRIC ANTISIPHON VALVE WITH FLOW CONTROL (\+IOUNT 6"HIGHER THAN HIGHEST HEAD.SIZE AS NOTED � TORO 570Z 17 RADIUS(PROVIDE ARC AS NEEDED FOR PROPER COVERAGE) 4'POP-UP USED FOR LAWNS. PRESSURIZED WATER MAIN,PVC SCHEDULE 40,BURY 18'MIN. IRRIGATION LINE PVC CLASS 200,BURY 12'MIN. SLEEVE,4'PVC SCHEDULE 40 BURY 18'MIN.,EXTEND 6"BEYOND EDGE OF PAVING P.O.C.�INT OF CONNECTION A-12 CIRCUIT DESIGNATION �'G GALLONS PER MINUTE VAWE SIZE Q AGRIFIM MAXI-FLO BUBBLER 8 OUTLETS AT 10 GPH EACH OPERATING RANGE 2480 PSI USE A YSTRAINER DOWN STREAM FROM VALVE FOR EACH CIRCUIT (SEE IRRIGATION LEGEND FOR SIZE AND TYPE OF FILTER) USE 1/4'DISTRIBUTION TUBING(.170'I.D.X.250'O.D.-POLI� -MAXIMUM RUN 8'-LINES SHALL NOT TEE.PROVIDE ONE LINE TO EACH SHRUB OR GROUND COVER,AND TWO TO EACH TREE USE SUPPORT STAKE#SB AT END USE BUG PLUG#BP250 INSTALL IN BOX AS SHOWN ON DETAIL ► YSTRAINER PIPE SIZING: 0-8 GPM=3/4" 7-14 GPM=1' AAAIN LINES=1" IRRIGATION NOTES PLAN IS DIAGRAMMATIC:THE EXACT LOCATION OF VALVES,LINES,FEJIDS,ETC.,SFiALL BE DEIERIAINED MI T}E FlELD.LINES SFIALL BE IN A COMAAON TRENCH NMERE P0931BLE. LiNE3 AND SLEEVES TO BE INSTALLED UPDER PAVING SHALL BE SCMEDULE JO PVC. nf uwoscwae��s r�svor�sie�r��ac�,nNC�wo vROrECnn�c�,u UNDERGRWND UT7LR1E3.THE CONTRACTOR SHALL NOT OPERATE ANY FEAW EQUIP. OVER UTILRV LIPES AND 3FNLL HAND DIG ANY TRENCHES WRMIN 5 OF UTILRV LIPES. 7}E CONfR11CTOR 31i�1LL REPAIR ANY DAMA6E TO UT1LffY LINES AT HIS OWN D�ENSE. IRRIGATION SVSiEM WAS DESIGNED FOR A MAXIMUM OF 11 GPM AT 40 PSNVORKING ar�ssu�ryvortsr coNOmoN�r Fu�esr rfwo�owP u�rr.ira��naa corrt. TO VERIFY Pt�SSURE PRIOR TO(�NSTRUCTION OF ANY PART OF iHE IRRIGATION SV37EM.IF WORqNG PRESSURE 13 GREATER THAN 70 PSI,CANSUIT THE lAW3CAPE ARCHI7ECT FOR USE OF A PRESSURE REGULATOR.IF WORKING PRESSURE IS LESS THAN 40 PSI CONSULT UPDSCAPE ARCHITECT. THE WATER$OURCE FOR THE IRRIGATON SYSTEM SHALL BE PROTECTED FROM BACK FLOW BY AHTI&PV10N VALVES(TO BE INSTALLED IN ACCOR64NCE WITH CITY STANDARD DEfAILS. ALL VALVE WIRING SIiALL BE CAPPER U.L.APPROVED FOR qRECT BURIAL.COI�JECT WIF�,cS U31NG SPLICE-KOTE WIRE CONNECTORS.WIRE SIZE TO BE p12 AWG MIN.(RUNS LONOER TT1AN 1000 FT.SYIALL BE#10 AWG)ONE SPARE CONiROL WIRE TO BE PROVIDED n+ROUOr+our ALL BACIffILL MATERIAL SFWi 8E FREE OF ROq(S(OVER 34'),AND OTHER IXTRAPEOUS MATERIALS,AND SFWLL BE COMPACTED TO PREVENT SETTLING. AT JOB COMPLEi10N SUPPLV OWNERS WITH CONTROLLER KEYS,AND MANUFACTURERS PRODUCT INFORMAiION. ALL IRRIGATION DETAIL3 SHALL BE CLOSEIY FOLLOWED,AND ALL GOVERNING C�ES 3FU1LL BE MET THE DRIP IRRIGATION SVSTEM WAS DESIGNED TO PROVIDE ONE DISTRIBUTION LWE TO EACH SHRUB(LINES SHALL NOT BE TEED),AND THREE LINES FOR EACH TREE. Tk�IE IRRIGATION CONTRACTOR SHALL COORDINATE 7HE SPRINKLER HEAD/DRIP UNR LOGTIONS Mq aWNTTiIES WfTH THE PIANTING PLAN,AND PROVIDE PROPER IRRIGATION TO ALL PVWT MATERIALS SFIOWN ON iHE PLANTiNG PU1N3.THE IRRIGATION CONTRCTOR SHALL TEST THE IRRIGATION SYSTEM PRIOR TO ANV BpqC FlLIING,AND'3MALL CONTACT THE lAW3CAPE ARCHITECT WITH ANY DESCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDfT10NS. NO TRENCHING WfTHIN THE DRIP LINE OF IXISTING TREES SHALL BE PERMfTTED.IF IRRIGATION LII�ES MUST PASS 7HROlX`N TFIE DRIP LINE OF DOSTING TREE3,CONSULT THE uNOSC��u�cr+rtECr. GREAT GRE SHALL BE GNEN TO PREVENT DIRT FROM ENTERING T}�IRRIGAT70N 5YSTEM DURING CONSTRUC710N.RUSH iHE ENTIRE SYSTEM i}iOROU('HLV BEFORE INSTALLING TI£Ml1xl RO MEAD3.ALL DRIP GRCUITS SHALL FNVE A Y STRAINER AS INDIG7ED ON TFiE IRRIGATION LEGEND I HAVE COMPLIED WRH THE CRITERIA OF WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN T}IE IRRIGATION DESIGN PLAN. CHECK VALVES SHALL BE USED NMERE NEEDED TO PREVENT DRAINAGE TO LOW HEADS rO�rE`x �-Af�Plr 1L�lOM:Ap[Tp Kl rM[AO�Q CAM�.'1pl6 x�oio o.n,s.�u wn��a�na�r ar.+a css7. MAXI—FLO`RISER DETAIL NGT 1'0$CµE ZONE1 A-1 NlYY WnDCAPElYYALE onect�u oow�evaura ro Nerv wrosc�rE swuE lPLA�11 ll.0010 AID ORANI CONC. naouwi uwoec�u��s.M. WALKWAY w�tve u� ..,. .. I � .. � .. � - • • •�• ��..• - R_ •_��• ' w��ve I - !':.�� rEtvt _ _. ��' � � ,a � � °` rr.-- - a l .:. ..,. �� _._! .N '. .;• � MIN.24 NCN BOX �� ' 6Ff HIGH FRONT ;' TREE PER CITY R1 '.'.;. ORDMIAUICE '..t: s `� . ZONEB A-6 •� �� .' 1° 9 ::�:.. � ••.• Y ZONE 7 •� _ A-7 _ �:�:.:. �„ 9 �:.:� •. . i� EXIST.OVERNiJID - POYYER(ELECT) I�•._� I _- �-- � � = -- , .. .. .-� i.:' • . --- --- --- - ------- �o-6" toF'rx�'r � � t`�c�rt��npno - �� ,� �� -��_ '�� , ;� f� :�' �� —--�; � __ ° NEW DRIVEWAY .�---_--.-__-:---I _ _ � ` � � I!� aT�rrm co�re �aFr x�r � CAR P,,,tlQ10 �]... = r��..l. _ � r � � , � �--� � 1 a � I �o _ �'�'� ,- , � -- _ :..J^;. --- --- --- -------- - :4�7. � - � � � - �� s -� : o �, —, � _ _ :°.,...e. .�- �1 ��. G` _ _�___-` n ' '��' �� ZONE 8 A-8 � �� MULCH PATH WI STEP STONES ,� -4" � `�', 6„ .� , �■��t��.1 � � rl■�l■■��M � N■!■■■■� l�:�N ��I � -- u �. - �`.,'/ ��- � �_�� , .�.. . �. �� -- �� - /`J ` , ,� � � � � -- y .. .. - �.. �= � .. � `'� it',-_ ��1 � � 1� I" !��C .�I � __ - . , �. , I � i �� I I ;J p� �,_ T� � �` V �� 51'_2. "�I �I• i �; �� , SUNROOM'^ ��.� � �`- pg i _._..__.. . I� -- _... . �--��_�F�oaa � �� =R�°A°"^-._' -- �^__ ��os DIWN ��- III .� �II�� : O� �% LIGH7WFLL 3 �L � �� NEW LAN08CAPElWALE �'��'�J ��t°��"�� -C�>i 3 ,�. �.- -;,�. --- --- . �— _ l l � r-0-�w w000�ce r�HaH WOODFBiCE NEW LANDSCAPE BWILLE ZONE 9 A-9 �4' 7 � ZONE 2 A-2 3ia• $ �. .. . . . ._° . . . -.. \ � =�- �— �r� � � �u.,�._ — .�_ _�F�t �:a_ __�_ , - -- - PLdN — __ __ __ - � �� __-- __ - - .� � . . . �6'MIN IX tB�i�ENCE- _ _� . • • ��F y-�,,��,s,�� _ FINfSFi�IIE v�a_,w s?an•MEAD�SSDF INLET 1�T pCG�TABLE) Sp-ED.30 FvC�I�R EY MiN? j[i��j,C{�i PY�LATERl4� ELEVATIQJ w�'~s ;.��EnEH-s ov svtNC.X�tttts:,w��8[�s sri�„n uii�' Tt�SME DINETER nS T�BASE OF"$ssD BEltJG USEII �`at�z'. �Li]'JEY16'L N�iT �F a=-�.st`A$1_s 4' LAWN POP—UP SPRAY HEAD N.T.S. ZONE 4 A-4 3/4' 8 r Zo�E 5 A-5 3/4" 7 � �� N g� � U � � � � m C � � y°$3 � .� � y O� � � � a NyZ � � a co '� � 3°' � 'O � � W O � •L z �� 1_ ~ � � VJ J � •� 0 �� \ � Z �� J � w � � L O � ��^ V {�i �� JOB NUIIBER On7E 415-13 �� S �ALE 1/8'=1'-0" � � i � � i � U � W I O W Z � � � � � � � � � I —�— o s �o so sc�u.E: �M=�a €i ;Y ....... € `i � ; i _ � ; � . �;� �� ; ;; ��_�_��_��1�=��_��_�:�:��:�_��_�_��_��_��_�_�:�:��:��:�:�:�=��_�_�:�:�_�=�:�=�•�:�i�'/" , i�/,G% •••••••••••••••••••••••••••••••••••••••••••••••••••• �� / ��b��b��b��b��b��b�� ,;i •••••••••••••••••��,�� •••••••••�••••••�, . � i��`� •••••••••�••••••• ••••••••••�•••••••.••••••••••• /� �••••••••••••••••• . �.,_.•••••••••••••••••••• •••••••••�i .� ��s��'.�:��s� :�:�i�i�i�:�:�:�iy�i�:�:�:�:�:�:�:yy�:�:�:�:�i�i`i�:�:�i�:�:�:�:�:�:�:�:�:�:�:�:�:�:�i�i�:�:�:�:�:�:�il '; �� '! i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�%i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�s . ..• ��..�••��f�, -�-�..�•••••••••i .��.� ..,,.�.�.�.�. � -••••••• ��f"�.i s�� .�.��„i ' �.� �� •�•�•�/"� � ,f; ,. . ////{/�i•�..��.....r��,��...r + ,j;; / . ;. /iii%��%iiiii�i�/iii%�%%/ii�i%%///iii%ii/i""% : � � � ,. :j ,� I �--�?G1��:��i �E�l-��!.� �� C��Li-/�3 rt�'�� i � �� __--------�" �-. �� ,k��.£,,�✓„y: ..��-:��' u� � � �...��✓l..l l.l.l.,l� PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE 2.PROIECT SIlE a.TOTAL SITE(ACRES) 0.25 b.TOTAL SITE SITE AREA DIS7URBED(ACRES) 0.20 TOTAL POST-PROJECT IMPERVIOUS AREA EXISTING AREA(FT=) PROPOSED AREA(FT=) AREA{FT=) REPLACED NEW ROOFAREA 5) 2,855 1,970 1,903 3,873 PARKING 2,081 470 337 807 SIDEWALKS,PATIOS,PATHS,ETC, 259 1,127 642 1,769 t.TOTAL IMPERVIOUS AREA: 5,195 3,567 2,882 6,449 d.TOTAL NEW AND REPLACED IMPERVIOUS AREA: 6,449 PERVIOUS AREA LANDSCAPING 1,009 1,247 747 1,994 PERVIOUS PAVING 1,078 - 78 78 OTHER PERVIOUS SURFACES{GREEN ROOF, ETC.) 3,614 2,375 2 375 e.TOTAL PERVIOUS AREA: 5,701 1,2a7 3 200 4 447 f.PERCENT REPLACEMENTOF IMPERVIOUS AREA IN REDEVELOPMENT PROJECTS(REGLACED TOTAI IMPERVIpUS AREA/EXISTINGTOTAL IMPERVIOUS AREA)z 100%= 68.796 PRE-CONSTRUCTION AREAS � -.. � .-.-.-.-.-., ...... ...... ......� ...... �.•.•.•.•.•: .., ......, .•.•.•.•.•.•, ,•.•.•.•.•.•, �, .. . J�,--_. -�„�-�-:, -�- � . � � ,��j� �� . � -�.-�- ��,��.� -�- , - I�•I'•1 r� ' ,��:��_ti 11�MIR �� • Z °�� r�� h� �n 2 ��mb� ��S��U r ' ��N rW < W � m 3 �� .� ��3 � S W �^h� V�� &oo z�vv } ^ m�=v� N 0 � �� zz � w � o � � AA � � w O � N � � � � w � � o z � � z 0 � � �" ICJWZ ApQ' � � � � � � � � � O U � � E� � � x � � O w I W � � REVISIONS BY JUB N0: 2130189 DATE: 07-70-13 SCALE: AS SH6WN DESION BY: TT DRAMM BY: TT SHEET N0: HYD—'1 o, � oz �,�,� � I � I � I � I i I i I I I i I J ' UI � ' W Iw � ' � I 1 I � � � I � � � ( , . I , � , � � � � � � � � I , � � _� � --r- I � � 0 5 10 20 �CAI.E: 1�a�Q� . ,�~ % %i i il ; ?3 . i € ;i : ;i : :��._.. i :4 l 'i : ;f � " I � j i%iii%%%i%i%%iii"ii%iiii�/i%iii%/iiiiii%� ✓ j �� _��l,�;��i ��f-:�L13-��- r� ��'�-�� __ -�l', __�_ � � � � �%l,l/./.,�i 1(fEw O7HFR � o� 1PER gS� PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE 2.PROJECT SIZE a.TOTAL SITE(ACRES) 0.25 b.TOTAL SITE SITE AREA DISTURBED(ACRES) 0.20 TOTAL POST-PROJECT IMPERVIOUS AREA EXISTING AREA(FT=} PROPOSED AREA(FTZ) AREA(FT2E REP LACE D N E W ROOF AREA(5) 2,855 1,970 1,903 3,873 PARKING 2,081 470 337 807 SIDEWALKS,PATI05,PATHS,ETC. 259 1,127 b42 1,769 c.TOTAL IMPERVIOUS AREA: 5,195 3,567 2,882 6,449 d.TOTAL NEW AND REPLACED IMPERVIOUS AREA: 6,449 PERVIOUS AREA IANDSCAPING 1,009 1,247 747 1,994 PERVIOUS PAVING 1,078 - 78 78 OTHER PERVIOUS SURFACES(GREEN ROOF, ETC.) 3,614 2,375 2,375 e.TOTAL PERVIOUS AREA: 5,701 1,247 3,200 4,447 f.PERCENT REPLACEMENT OF IMPERVIOUS AREA IN REDEVELOPMENT PROlECTS(REP LACED TOTAL IMPERV IOUS AREA/EXISTING TOTAL IMPERVIOUS AREA}x 190%_ �•� �� j / -.. -, .;.;.;.;.;.; �...... ,...... ...... ,...... ...... -,� ,.....� ...... ,,.,.�.�.�.�. ,_._._._._._. �� i ��- . ��i i.i_i_. .._._�.-_�. .-.-.-.-.-. ._._._._._., . �- -�- . �.•.-.-.❖. ._._._._._., .____. .❖.❖.❖ _�_�_�_�_�_. Mr A111i 4�� • Z ��m ¢ �t3i��i a ��< � N��V�� a►� ��v�� r ^ ' ��N KW < W � m 3 �� J Z �3 � �� 'o��n�°��8 tS 'oo �?�� I� mN�x�� N O ^� Mf j I °� � w �-+ � ;� Z ? Gi � � AA �+ � � � w O � � p� � U � w � � o z � � z 0 � � � ° w = Ao �' � � � � � � � � � O U � � E�-+ r--� C!� � � x O w I F � � F+1 REVISIONS BY JOB N0: 2130189 DATE: 07-10-13 SCALE AS SHOWN DESION BY: TT DRAWN BY: TT SHEET ND. HYD—� oz � oz �� , i GRAPHIC SCALE � 8 0 4 8 16 I 32 (mraT) 1 inch = 8 ft ' S-30-2012 i GA RDEN GA TE DRI VE � I I ii II II i II II � II � i II � * II 30.00' �� II II e II i II II �a-x.e(odo I I x ii . i � I I � ■K[ x�, x_„� �� pFt � II i II II II II � II I I '' "� I I �� •�a.� ��as cone. N xras i II II II II i II II qI °� •a '�e� i �I I�1 � I0.! OFt W �y � x , > � ;1 I �e Dar �+ � �' � x I Q II � W i �� :ra.� II Q � � �� o �� $ as �- v o �� s ' u�+v c.�w :�a. Zo II � �" � M�O I I a � �L1 Z I I O � J � I I p x�p,s � II II o� ii � i i w.9 x.� I I w.e �9.e I I Ott i II I I �H eao / II II 'j� � I I Cane :eat Cone I I I �o �'� xio I I � 24.8� � i II aao �� II II � �� Conc II I I xS01 � �� o 30.f OE � o � ELEC METER II � mo i II � I I °� qE I I �4 ■w.o II a ii � II � �� , �� .o.� �� ae .o.o �,�,c'°" -- so.00---� -- --- °K �, Nsoroo'oo'w i i xµo ii x�o �,o.o , i o I��,.��, ��r,� �� Building j � ABBREVIA TIONS NOTES BW BACK OF WALK ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. CONC. CONCRE7E TC TOP OF CURB BOUNDARY CONTROL: BASED ON FOUND SUBDIVISION MONUMENTS. FL FLOW LJNE SEE CONCURRENT CORNER RECORD SSMH SANITARY SEWER MANHOLE P.U.E PUBUC U7ILITY EASEMENT MAP REFERENCE: TRACT 783, TRACT 5195, R.O.S. 544 M 21 UNDER6ROUND U1ILITY-LOCA110N IS BASED ON SURFACE ENDENCE. BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY L/NES. DIMENSIONS TO 1NE BUILDING ARE TAKEN AT 1HE EXIERIOR FlNISHED SURFACE. (STUCCO/SIDING) FlNISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD(EXTERIOR). BENCHMARK: SET CUT SQUARE ON TOP OF CURB AS SHOWN. ELEVA110N ASSUMED. N90'00'00"E —"—,.—«».—x yl . 5 — — Ott �n x10.7 N ry z�a.t Conc xra7 ❑_._.._ � _o j � s s House .�ae o�t ..a..� �� 100.00' N90'00'00"E �� ii � x ii ii � � i i ��y i i h�"'T Building °o II / M II II ELENDA DRI VE. �� 28.9'�e conc. x F7.mM �0��ELft vre � , Shp �� ■�a.� "�'�or I � x I6y ro .�ar � : � � I z IBuilding gr rw/r�o ns na i w��Fr�a� � x—x—:. —rMy �O OFt �D /6f h h �� 4.7" I !ao . .. � Icae�a s.�s Garage °� I .rar W N I� �� ROOR � ,� O z �o 5.1' srr xis r�c ns e�ca a+ �s tx t2oo'm vrt�.cac "��or ort aa .,�. �, O .. �, 'd d �` � ' .s� O �' � .�a� �` 3 re� . �e.s / sa.d / i o�.� . �� ,W�� Q�t t,� SET iN/B TAG PLS 616J ON uc uao•ro P+rav.opr. N49 40'S0"E 46.36' SURVEY 10256 GLENCOE DRI VE CUPER TI NO APN: 326-30-029 LOT AREA: 10,896 SQ. FT. LOT 193, TRACT 783 LEGEND � SET 3/4"IP 'PLS 6163"(OR SET POINT AS NOTED) � SET NAIL/TAG'PLS 6163"(AS NOTED) • FOUND POINT IN MONUMENT CASTING(AS NOTED) o SET 2x2 W000 STAKE () RECORD DATA I � WA7ER METER OR WATER VALVE BOX 7,: FIRE HYDRANT I Oi6 v�vr 1REE- 1RUNK DIAMETER IN INCHES SPECIES N01ED I WHEN KNOWN. TREE=DECIDUOUS UNLESS NOTED OIHERN7SE �'�" TOP OF CURB I -.-_- FENCE � OVERHEAD WIRES O� POWER POLE ��zH SPOT ELEVA710N 'S� FLOW LINE �n s SANITARY SEWER CLEAN OUT TRUNK f 7REE DRIP LINE POINTS TOWARDS TREE TRUNKS. TREE DRIP LINES ABOVE PROPERTY LOCATED AS SHOWN. �_.-��%�� j-�f3�� , -- G�/.� �__ L . Wade Hammond Licensed Land Surveyor No. 6163 36660 Newark Blvd. Suite C Newark, California 94560 Tel:(510)579-6112 Fax:(510) 991-8054 wade@wadehammondpls.com �� In the Santa Clara Valley,storm drains flow dfrectly to our local creeks,and on to San Francisco Bay,with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streama or baylands. Proper management oi conatruction sites reduces pollution slgnificantly. This sheet summarizes the"Best Management' Practices"(BMPs)for storm water pollution prevention. ORDINANCE OF THE CfTY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION 8 WATERCOURSE PROTECTION: C hapter 9.18 9.18.040 Discharge into the sborm drain prohibibed It shall be unlawf�/b discharge,a cause,albw,or permit to be discharged into any storm drai n or natural outlet or channel all waste,including but not restricted to,sewage, industrial wastes,petrdeum produds,ooal tar or any refuse substanoe arising iromthe manufadure of gas ftom ooal or petroleum,chemicals,detagerts,sd�nts,pairts, contamin�ed or chlorinated swimming pod vrater,pestiades, herbicides and fertiG�ers. 9.18070 Accidental Discharge All persons shaN ndify the Director of Public Works b� telephone immediately upon accidentally discharging wastes to enable co�ntermeasures to be taken by the City to minirriae damage to storm ctains and the receiving waters.This notificatim shaN be foNanred W��ten(10)days of the date of ooa�Rence,by a detailed written statement describing the causes of the accidertal discharge and the measures being taken to prevent further occirrences. Such notific�tions will rot relieve persons of Nabdity for violations of lhis chapter or for any fines imposed on the aty on acoount thereof under Sedion 13360 of the Californa W�er Code,or for violations of Section 5650 of Califomia Fish and wildlife Code,or any dher applicable provisions of State or Fedefal laws. 9.18.220 Yolation* My person who violates any provision d this Chapter shall be guilty of a misdemeana and upon oon�idion thereof shall be punished as provided in Chapter 1.12 ofthe City of Ct.Qertino Muniapel Code. Chapter 1.12:General Penalry,Section 1.12.010,paragraph D, states*: Unless otherwise speafied by this code.an ir�fraction is punishable by: 1. A fine not to exceed$100 for a fi rst vidation 2. A fine not to exceed$200 for a second violation 3. A fine not to exceed$500 for a third violation of ihe same chapter within me year. 9.18.240 Civil penalty for illicit discharges* Any person who�scharges pollutants,in viol�ion of this Chapter,by the use af illicit connections shall be civilly liable to the Caity in a sun not to exoeed twenty�ive thousand dollars per day per violation for each day in which such violation occurs. 'Excerpts—For complete CADE language refer to the City of C�pertino Munici pal Code. Cupertino Building Dept: 408-777-3228 Publlc W orks Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8�14 www.reducewaste.orq www r�cvclestuff.com SmallBusiness Hazardous Waste 406-299-7300 Cupertino Sanitary Sewer Distr aoa-zss-io�� Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-l00-l52-7550�24 hrs) Report spills to 9i 1 General Construction and Site Supervision 9Eorm Drai n Pd M�on from Construction Activifes Canstrudim sEes ae caman sarces d s0ortn �erpd�tiort Materiab and w�les that dav a �h nro a stam dren,gitter,or Aieet have a local eek rd Uie Bay Good rbu.laepi�g Pracfces ❑ owg�te m.rae orcne aile ror a,�o paking. �ehide iefueirg.ard mul ne e4iP�� rtarterenoe.The dasgated aea�o�t1 be Mell anay tran streerts or StQm�an rti�s.berrted ii necpsay.Wtice mapr r�arsofr ste � Top�tofeketacldrgofdid,prowde entrancesv�ih 9aWi�d aggregatesurfa�s Or pande a ti2 v�sh aea ❑Keep�trialsoutoftlierain-pre�,ertnraft corrannsfim at the Laaee.Caer e�osed ples aac d soi�v canmctim rr�aet wim pac� sFieetlrg ar tenporay iods Bdae i ran4 sv�eeP ad rarwe mge�ialshan sirfacest hA dran to sham dans,oeelcs,Qcha�nek. aP P��O*leq�osld fllrfaus PIBCe Cah cens aW iecydi rg ieceptad�aound the o rmm¢e IMer �ea��Q leala.dips ar�d other epll b rtedalely so theydo nd cor�ni�e sai a gmurdrelaa 12a.e ie6iduem paeed srAaces lbe drydear{�meltnds wle�.va poseae M pu mut use Neter,�sejust anig h to ke�the dUat dOMn. ❑Cder ard m�khin tLrtpstes P�ce dnples urda iods a cas vwth taps a paetc shec�irg secuad amud the o�side d 1he durp�r.Ne�er c6en a!a Ampcter Lry hosirg it ao�m m��e oonsaua v,s�,e. ❑RacepatabktaiNlsawa�imm3ormctans Akke su2 pareble roiAS aie n good v�orlcig ader.Checkf�rnty tar�cs. �Iarialv1A6�1e Findirp ❑PracfuSowoe Redu�tim--mnm�Maste wt�puaderrteteAals Estimelecarehly. ❑Recyds amows meterfals,whercvaPossde, such�mnveJe,aeptieM,screP^�da�,�vals. degeasers.cleaiad vegeta0on,Papa,rodc,ard nehcle rreirterenae rt�eterels sud��u�d d, ati5e�e.mtteies,andtiies vwrw.2Aice�este.orafor nfo. ❑D'apapofaYwrubspopwy.Maenalsthat carnl be�etycJed mut be taken Oo ai appopiiAe larclll a d�a�d d as t�ado�a �te.Ncver bury wasie m�enals a kae tlwin n the sbeet orneara aeekorshaem bed PamYls ❑In ad3lim to bal gadng ad bui6n9 Perr�lq you wl need eo abtain covaage uder the Si�ek Ger.+al Cmstructim ActiWty Stamv�eter Parni if �our cvrefiu�on air's diWrEed as tdals S aoe.«rm�.�nrommon rn u,e ca�eral Pem,t ra,eeahcenea 5an u,e wegonalwaera,elily Catml Boad.(Ttc cri6ae wil diange to me BCR�Cf�11�2�iQ3.) diact mpact m v s a ❑K As a aoMacbr,or tite wp�rviwr,owns or cparabrofaait4!'��^�Yberospo�sRle(a siet any environrtsKal danrge cssed by you ❑C su6cultaGbrt oratnplOyeeS. ITI Gsr�al Prinopes ❑Keep an ordary ate a nd ereue good haadceep�9 Ractices ae used ❑ IiYYtafn e4��K V��Y ❑ Cover rrgerials when they ae nol n use ❑ Kee p rrdeials away irom atreats,storm d rare and d rarege diannels. ❑ Er�sure dust contrd wger doesn't leeve sife or dscharge to storm tl�ans /Idwnp P4nning To Pra�art Pdution �SrhsA�kexcavatlonadgadngacfvities fa dry w�r p�rioda To iad uce�i eioson W��P�Y�f�naplace otherefasim mn6als b�ore ian begs.U� t he Eosirn end Sednert Cbn6d A4nual, a�alable Frtm the Reg�nal W�a Oualiry CatrdBoa�d,aa idaence. ❑Conb'dt�eart�ouRdnnaHao�in9Y� siee b��gN�+�9�!)bY�'9 bertnsa tarporarya perrterent dairege diches Oo dvert waler Ilow aaund the siie Reduce dartrMAer nndF vebdties by mnstnxVg teT4oray d�eck�a abdrts whae ap{xapi�e. ❑T�IIyOI�ifI��l��IdlIIbCQ1��018. The cly can po+de brahues abat these ssues far you to 6drbute Oo vwrkas a[yar COf5tNC00n S�B.If�01fT1 yW f SIbCOfkI8d05 ebdtthes�armv�eler iequraiHYS arld tha w�n Rspasibiit�U�B►,epertlaa pean e�.e��,��„�,►��s �ideavalab��arBuildngOept murter Landscaping, Gardening, and Pool Maintenance LandscapingiGarden Maintenanee :7 Probct stockplles and IanCSwping materials from wind and nIn by staing ttiem under tarps or secured plestic sheeYng. ❑SehedWe g2ding and excavation projects du�ing dry vrsathsr. U Use temporary check dams or ditches to Civert runoHaway trom stam drams. ❑ Prolect sWrm dralns wlth sandbaga,gravel- filYd bags,straw wrttles,a other sediment contro Is. ❑RwpWtbnicane�xelbrnbrmofeiosion control fa any sAe. 0 Stae pesticides,fertilizers,ana other chemicals Indoora or in a shed or storage cabinM � Uss pestieides speAngly,according to instructions on the label.Rinse empry coMainera,and use rinsewaler as product. Dispose d rinseA,empN confainers in the tresh.Dispose of unuseC pestic�tles as harardous waste. ❑In Cuperhno,rasidsnb wi[h curbsitle recycling can colletl lawn.gartlen andtree tnmmings in yaidwaste tobrs.Yardwaste will De collected anC mmposted by tl�e cily's co�tactors ReslderAS are encouragetl to compost yardv�sle on-sile tl�emselves.Ortake yaNwaste to a landfill where it will be CORIDUSfCE. ❑Landseapeeortoctons�ould Lke clippiigs and pruning waste to a IorMflll that eomposts yard wnte(BF�s Newby Island and Zanke�RC.lan dfill a re 1h e nea resq. ❑Do not bbw or nka baves into ths str�e4 Sborm Drain Pollution irom Landacaping and Swimming Pool Maintenance Many landacapiop actl�ities expose eoi6 and mcrease We IikeYhood T�at eaAh and garden chemicals will run olt IMO Mi e storm drains Ou rmg imgalon or when it rains. SwYnming pool watarconfaining chbrine and copper-based alpaecides ahoukl never be discharged la atorm drains.These chemicals are to�dt b aquefc iite. PooUFountain/5pa Mainbnance Oralning pools or apaa When iYs time b drain e po01,spa,Or fOUntam, please be sure to call f�e Cupertino Santtary D�strid before you start brfurrierguidance on flow rdte resYictions,badcflow preve�on,and handlinp�ecial cbanmg wasle(such as acid wash).D'acharge fbws should be keptto Te low levels typitaly possibl¢t�roUgh a garden nose. Higher fow rates may be protrDiled by bcal ordinance. ❑Nwx Aluharge pod a spa w�br to a st�e�t or sMrm dnfn;dfscharga lo a qn�yy yewer cleanout ❑ It posable,when emptying a pool or spa,let chlonne tlisipat for a few days and Ihen retycle/reuse walerby Aniting It gradually onto a IanAscaPed a�e�. ❑ Do not uae eopp�r-0asetl alqa�cides. Control alpae with chlorfne or ott�er al�rnatives,sucA as sodlum bromi0e. Fker deaning ,7 Neve�cManafllterinMeslraetorneara storm drdn.Rinse caAridge and AiatomaCeous ea�h fitlers onto a dlrt area, antl apade fitter residue into soil.Dispose oi spe M diab maceou s ea rlh i n the g arbage. ❑If thsn 4 no sufta6le dNt vea,call Cupertira Senkary brinstrudions on dischargingfitter backwash a rinsewater lo the sanitary sewer. Earth-Moving Activities Stortn Drain Pollution from Earth-Moving Activities Sat e�xavation and grading opera6ons loosen large I amouMS oi soil that can 11ow or bbw inb sbrm' drains when handled improperty.Sediments in runoff ran dog sbrtn drains, smotier aquatic liFe, and destroy habNels in creeks and the Bay Effectue erosion control pradices reduce the amount of runoff vossing a sile and sbw the fbw with chedc dams or roughen ed g round su rfaces. Practices During Construction ❑ Remove exi�ing vegetation only when absolulely necessary. Plant temporary vegetation for e�osio�eontrol on slopes or where construclion is not immedialely planned ,7 Protect dawnslope dninage courses, streams,and storm dnina witti wattles or n lemporary drainage swales.llse check dams or d'Aches to divert nnoff around excavaUOns. Re(er Eo the Regional Water�ualily Contol 8oard's Erosion and Sedimerrt Control Field Manual br proper erosion and sediment mntrol measures ❑ Cover stockpilss and excavaled soil with secured tarps or plastic sheeting. /� r�� _ _:r'.�-- � �� _ ,. - ■� � ��,�� - ,<� �� The property owner and the contraCtor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Pai nti ng and Application of Solvents and Adhesives Sborm Drain PoNutionfrom Pairns, Solverrts,and l4d�esives All parrts,salven5.and adheslves contain chemicals that are hartMul b wildife m local creeks.San Franci�o Bay.and the PaCific Oceen. Tozc chemicals may come from 6quld a sdd produdsorfromdeanrgresitluesorrags Pairn malenal and wastes.adhesrves and Geanng fluids sFaiiA be recycled when posside.a disposed d Droperly to prevenl these mataials from flawirg inb starm dains ard walaca�rses. Harwlling Pal►►t Prnducts �KepallqiidpalntpioductsaMwastes awsy irom tl�e gulter,street,and atarm draina Painbng Geanup ❑Never ckan brushes or rinse paiR catainea IiMO a st�ef,9utter,s6orm dran, Frand�dran,or creek. ❑ForwaMr-basedpsinb.PairrtwtCrushesb the extent posside,and nnse irto an inside sink tYain riat goes b the sarrtay s�wer. ❑Ford46assdpaids,paintoiibndiesbthe exbM posibk and Geen w4�thinna a solvent.Fifta and reusa tiirners and sdverxs, where ppssible.Dispose of excess Iquds and residue a s haarieous waste. ❑W��Y�Y.�Pb Part cans,ised brushas,rags,and OroP doris may be dfspoasd ofas gabags. ��1� Pa;�r n�r„o,.� J Paint chips and diatf�om non-hazardous dry strippng and sard blastlng may be sv`ept upor mllected in pa4ic�op cbtls and dsposed ot as trash. 7 Chemidl pai�t slrippng�esidue,and thps aa austtrvm m.dnepaMs,a pair+cs containing lead�ti�+Y or0ibutyltlnmust be 6sposed d as ha�rA�ia wastes.Lead based Parrt rerraval requires a stale�tiFied �«x�a ❑Wl�n stripping ar cleaning bu�ding aDerbrs wilh higFrpressure water.dock sbrm�tans. Drect washwahr onto a dirt arae and�ade mto sal Or,check wilh Cupertmo SarMary Dlstrict to find wt�t yw can mop Q uaaum Ihe av�tiwa[er and dispose of k In a aan�ry sewer dnin Sanping d the washwa[er may Ce requred ',7 Wahwa6er(ran pa ii0ed bu�dings cpnatrutLW bafore 1976�n con�in high anai nts d lead,even H pant dip�ae na presert.Befae yau begn stnpping painl or clearnrg pre-1978 b�ildirg eMenors wdh wata urder high pr�sue,le9 peint fa bed by faking pant scrapngs to a bcal lahorabry. (See Yelbw Pages br a statecertified IabOfatOry.) U If Tere is looae painton rie 6uldirg,or rfthe pairt teab poatNe br lemd,bbck storm �airs.Check w1h C�etiro SarKary Di�[nct b de[ertnine wfieher You may disdiaga waler h�the sandary sewer.a if yau mustserd d oHaite fa disposal as hazadars wasb. paint Disposal,Retirn orDaiation ❑Dispoa�M�nv�erted liquid peinC FimeB. sdverYS,gues�and dearirg tuids as h�ardous nas�(caM the Small Business Hazadous Wasle Prgn�2917300). ❑Or Ratum to supplier(Unopened cans of paint may be ade to be rehrned Check wth the ve rdor regerdng its'buy-baGk"poYCy.) ❑Danabeocoesspari1�129g7300todmate) Roadwork and � Paving Genera/Business Prac6ces O Develop and implementerosan/sediment eonVOl plans for roadway embankments. ❑ Schedule excavabon and grading wnrk during dry weather. � Check for and repair leakf�g equipment U Perform majorequipment repairs at designated areas in your maintenance yard where deanup is easier.Avoid performing equipment repairs at construction sites U When refueling or when veh�clelequipment maintenance must be done on site,designate a loca6on away from storm dreins and creeks ❑ Do not use dksel oil to lubricate eq uipm ent parts or clean equipment. ❑ Recycle used oil,concrete,broken asphalt, e[c.whenever possible,or dispose of properly (www.recyclestuff com for list of recycling companies) AsphafUConcrete Removal ❑ Avoid aeating excess dust when breaking asphalt or conaeee ❑ After breaking up old pavement,be sure to remove all chunka and pieces.Make sure broken pavementdoes not comeircontad with rainfallorrunoff 0 When making saw cuffi,useas little water as possible Shovel or vacuum saw-cutslurry and remove from the site.Cover or protect storm drain inlets during saw-cutOng.Sweep up and properly dispose of,all residues. ❑ Sweep.never hose down streeta to clean up trecked dirt Use a street sweeper or vacuum truck.Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork F;;a�pa��e s�rfac�rg �r�p:,vemert�errc��a happen right in the street.where there are nume�� opportun�tiesforasphalt,saw-cutslurry.or excavated material to�Ilegalty enter srorm drains. Extra planning is required to store and dispose of materials properly and guard against pollubon of storm drains,creeks,and the Bay. During Construction ❑ Avoid paving and seal coating in wet weather,orwhen rein isforecast to prevent fresh materials from contacting stormwater runoff ❑ Coverand seal catch basins and manholes when applying seal coat slurry seal.fog seai. O f SIfT111af rt18tE�1814. ❑ Protect dnlnage ways by using earth dikes. sand bags,or other controlsto divert or trap and filter runofr. J Never wash excess material from axposed- aggregate concrete or similar treatments into a street or sbrm drain Colled and recycle.or d ispose to d irt a rea. ❑ Coverstockpiea(asphalt,sand,etc.)and otl�er construction materials with plast�c tarps P rotect from ra infall and prevent runoff with temporary roofs or plastic sheets and berm s ❑ Park paving machinesoverdrip pans or absorbent material(cloth,rags,etc)to catch drips when not in use. ❑ Clean up a N spNls and leaks using"dry' methods(witt�absorbentmaterlals and/or rags),ordig up,remove,and properly dispose of contaminated soil. L7 Collectand recyGe or appropriately dispose of excess abrasive gravet or sand.??? ❑ Avotd over-applica6on by water trucks for dust control. Dewatering Operations Storm Drain Pollution From Dewatering Activities Be sure to call your cky's storm water inspector at 408-172-9907 before dbcharqing water to a street,guCer,or storm drain. Fitration or diversion through a basin, tank,and sed'ment trap may be required. Reuse water for dust control,irriga6on or another on-site purpose to the greatest extent possible. Check for Sediment or Toxic Pollutanis 0 Check for odors,discoloration,or an oily sheen on groundwater. ❑ Ask your city inspector whether the groundwater must be tested by a certrfied labo ratory ❑ Depending on the test results, you may be allowed to discharge pumped groundwater to the stortn drain OR you may be required to dfscharge to the sanitary sewer or colled and haul the water off-site for fieatrnent and disposalatan appropriate treatmentfacility. ❑ When discharging to a storm drain,protect the inlet using a barcier of burlap bags filled with drain rock. or cover inlet with filter fabric anchored under the grate. ❑ Contact Cupertino Sanitary District at 253-7071 priorto discharging to the sanitary sewer k't��l� -�`j H eavy Equipm ent O peration Stormwater Pollution from Heavy Equipm ent on C o nstru ctio n S ites Poorly m aintainetl vehicles antl heavy equipment that leak fuel,oil,antifreeze or other ilu ids on t�e co nstructio n site are common sources otstorm drain pollution Prevent spllls and leaks by isolating equiDmentirom runoff channels,antl by watching for leaks and olher maintenance problems.Remove construction equipm enl from the site as soon as possible Sita Plsnning and Prevenfive Vehicle Maintenance � Daalqnete ona araa ol�,ne c st�uci�en s�te wei awey trom streameo�slorm�tlrain�nlets.loraulo a�o eQuiDm eniparking ie�ueliny,ano rout�ne en�cle antl epu�pment ma��lenance Contaln tne aree w nn oerm s.sa�a oa9:,o-o�ne� earr�ers ❑ M�inta�n an..h�ci�•ana nee�y eQUipmen� Inspectl'6Quentlyfor anc repBlr��eaks p i�rform malormeintenanc�.�epa�r�cES ara e�icle an�e0��pme��wash��q ofl-aita,w^�e�e ciea�up�s ees er ❑ I�you mus�aiain an0�eDlace moic�c� �aaiato� coo�anl.or olher llu�dn on site use tlrip psns o aroD��otns to c.tcn arip��na•vill• collect r aii soent tiu�ac,store� eva.eie c nte�ne�s.ana properly C�ispoce es nazarAOUSweste(recycie wnenever posslblel ❑ oonoluseaieee�ol��o�uerlcafeeQUipR'ent parlc,o�c�ean epuipment use on�y walei'or a�y or,cile cieaning ❑ Cover eaposa0 filth wheel nitchea antl otnei o��y orgreesyeQUiDmenttlu��ng ra�n even.s Spill Cleanup 0 Cla�n uP splll•imm�0iately 0 Ner�r�oseAOwn"E�ny"pavementor Us�eerye�be�nu0�met�dsr(a'OSO6bent�sDiiied materiale catiitier,anO�orrags)w�enever possiDle antl proDeriy E��cpoce of aDso�De�� m a��,�a�s ] SwaaO�P sp111e0 a-y mater;a�s�mmeaiateiy NeveratteT�ptto'wash�nem. away`w��wate�. or Eury tnem L7 U�a as Ilttle water��PoeslCle�or tlu c�ccnt�oi Encure water useE Ooean tleave silt or diccharga W atorm Arains ❑ Ll�an uD apills on tllrt araas Gy c�igg�n9 up ana prcperiy eispos�np ofconfamir.atetl soil ^ ❑ Ca11917 lor slgnilicant sp�tN K �3't,1 '�' .�,,1� �� ❑ Ifthe spillposes a aipnillcanthazard to ;`-/� ��/ huma�heallh and sa�ety property orthe environmenl,you must also raport Itto�he � State Office of Emergency Services ��!'/ � "'_`—""_' ,�i �'�_�—_,_ r. , Fresh Concrete and Mortar / Application Storm Drain Pollution from Fresh Concrete and Mortar A ppl ication s Fresh conc2te and cement-related mortars that wash into lakes.streams or estuaries are toxicto fish and the aquatic environment.Disposing of these materials to the storm drains o r creeks can block storm drains,causes senous problems and is prohibited by law General Business Pnctices '.] W ash out conaete mixers only i�designateA washout areas in your yard,away from storm tlreins and walerways,w�ere the water will flow into a temporary waste pit in a dtrt area.Let water percolate through soil anA dispose of setlled,hardened concrete as garbage. W hene ve r p os s ible.recy d e wa ah out by pumping back into mizers for reuse. ❑ Wash out ehubee onlo dirt areas that do not (iow to streels or tlrems J Alwaya store both tlryand wet materlals undercover,protectedtrom rainfall antl runoft and away irom slorm Orains or waterways P rotect d ry materials(rom winC. ❑ Secure bags d cemerrt aRer t�ey are open. Be sure to keep wind-blown cemenl DaWder away from streets,gutters,storm drains, rainfall,and runo(f. ❑ Do nM use Aleael tuel as a lubrkanton conc�ete forms,bols,o�trailers. During Construction 7 Don't mix up moro iresh concrete or cemenl than you will use m a lwo-hourperioA. J Set up antl opente small mixers on tarps or heavy plastic drop cloths J 'e'ehen ciean�ng i�{,aita�d��veway c�s cewaik construcuon,wash fines onto dirt areas.ro� down the driveway or inlo the street or storm drain ❑ ProMct applicaiions of hesh concrete and moAar(rom rainfall and runoff until the matenal has tlried. ❑ WashdowneaposeAaggrog�teconcrete only when the washwater ca�(t)1bw onfi a dirl area,(2)tlrain onlo a bertne0 surface from which it can be pumped and disposeA of properly,or(3)be vacuumed kom a cetchment created by blodcing a storm draln inlet If necessary,divert runoffwith temporary berms Make sure runoft does not reachgutters or s�orm drains ❑ W�en breaking up pavemenl,be sure to Dick up all the pieces an0 dispose o/properly Recycle large chunks oi broken concrete.See www.reducewaste.orq(or infa on recyclers U Never bury waste matenal.DlsDose of small amounts of ex<xss dry concrete,grout,and mortar in the hash. � Never dispose o(washout into lhe street, srorm drains,drainage ditches,or streams. � ��l. � , �F'I�/� • .�� '. :��. u. ��=-=�lj � � sma��Busi�ess Fi�uardouS HIIaSte Disposal Prgm BIJSIf1�.4Se'S i18t��S than 27 gallons or 2Z0 pa�nds �I I�G��11 M,41 are eligible to use this program. VQ��'IW�L�T7JW for a quote. fiPPROVE . C,I� �� , C,�p�jRJ�� Z`i2�� CONSTRUCTIDN BEST MANAGEMENT PRACTICES TIMM BORDEN,RCE 45512 12I31N2 DATE DEPARTMENT OF PUBLIC WORKS DIRECTOR OF PUBLIC WORKS �t �✓ CIT� CUPE(�TINO �� .4 Sm[a Clara Valley Urbnn Runofl PoO�tion Prcvcntion Prognm UPDATED JANUARY 201 I SHEET: ��F tiHr.trti G8 • • or a 1 1 ona . n o�a lon ee 1 e _ _