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R-2014-23b OFFICE OF COMMUNITY DEVELOPMENT � �. CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT I N 4 (408)777-3308• FAX(408)777-3333•planning@cupertino.org August 11, 2014 Diony T. Bugay 480 Royle Park Dr. San Jose, Ca. 95136 SUBJECT: DESIGN REVIEW COMMITTEE ACTION LETTER — Application R-2014-23, RM-2014-17, EXC-2014-08 This letter confirms the decision of the Design Review Committee, given at the meeting of August 7, 2014; approving a Two-Story Permit(R-2014-23) to allow a 1,564 square foot first floor addition and a 311 square foot second floor addition to an existing two-story single family residence; a Minor Residential Permit (RM-2014-17) to allow two new second story balconies; and a Residential Exception (EXC-2014- 08) to allow a 17 foot, 6 inch, first floor front yard setback where a 20 foot setback is required, located at 11204 Mt. Crest Drive, according to Resolution No(s). 321, 322 and 323. Please be aware that if this permit is not used within one year, it shall expire on August 7, 2015. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the mailing of the notification this decision. If this happens, you will be notified of a public hearing, which will be scheduled before the City Council. Sincerel , � �^---._- George Schroeder Associate Planner City of Cupertino Enclosures: Resolution No(s). 321, 322, and 323 CC:Sandeep or Toral Chopra,862 Trenton Dr,Sunnyvale Ca 94087 Lannie Ng,11206 Mt.Crest Drive,Cupertino Ca 95014 Steve Leung,11206 Mt.Crest Drive,Cupertino Ca 95014 Robert Karr,11157 Linda Vista Drive,Cupertino Ca 95014 R-2014-23 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 321 OF THE DESIGN REVIEW COMMITTEE OF THE CITY OF CUPERTINO APPROVING A TWO-STORY PERMIT TO ALLOW A 1,564 SQUARE FOOT FIRST FLOOR AND A 311 SQUARE FOOT SECOND STORY ADDITION TO EXISTING 4,080 SQUARE FOOT TWO-STORY SINGLE-FAMILY RESIDENCE LOCATED AT 11204 MT. CREST DRIVE (APN 356-26-017) SECTION I: PROTECT DESCRIPTION Application No.: R-2014-23 Applicant: Diony T. Bugay (Sandeep and Toral Chopra) Location: 11204 Mt. Crest Drive (APN 356-26-017) SECTION II: FINDINGS FOR A T'WO-STORY PERMIT: WHEREAS, the Design Review Committee of the City of Cupertino received an application for a Two- Story Permit as described in Section I. of this Resolution; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Design Review Committee has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Design Review Committee finds as follows with regard to this application: a. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning ordinance and the purposes of this title. The project is consistent with the General Plan and zoning ordinance, except for the R1 Exception requested. The project is not located in a specific plan area. As noted above, strict application of the R1 front yard setback requirement would preclude a standard garage to be constructed where the driveway is currently located due to the orientation of the front lot line and the location of the existing residence. b. The granting of the permit will not result in a condition that is detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety or welfare. The project will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, or welfare because the project is consistent with the intent of the R1 Ordinance, has been designed with respect to the site's geologic conditions and topography, provides plantings to minimize privacy impacts, and has been situated to minimize disturbance to existing hillside areas. c. The proposed project is harmonious in scale and design with the general neighborhood. The proposed project is harmonious in scale and design with the general neighborhood. The project's building form, height, roof pitches, materials, and setbacks are consistent with the predominant neighborhood pattern of homes in the neighborhood. Resolution No.321 R-2014-23 August 7,2014 Page-2- d. Adverse visual impacts on adjoining properties have been reasonably mitigated. The project design is consistent with the City's Single-Family Residential Design Guidelines, which are intended to minimize adverse visual impacts to neighboring properties. Potential privacy impacts are addressed by providing a combination of new privacy plantings and protecting existing mature trees. Both the new and existing trees used for privacy screening will be required to be recorded on the property, unless waived by the affected neighboring property owners. NOW,THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof, the application for a Two-Story Permit Application no. R-2014-23, is hereby approved; and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application no. R-2014-23 as set forth in the Minutes of Design Review Committee Meeting of August 7, 2014, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set received on July 11, 2014 entitled, "Remodel and Addition for Sandeep & Toral Chopra, 11204 Mt. Crest Drive, Cupertino, California," drawn by architect Diony T. Bugay and LC Engineering, consisting of 20 sheets labeled A-1, A-2, 1, 2, 3, 4, 5, 6, C-7, A-3, A-4, A-5, A- 6, A-7, A-8, A-9, A-10, A-11, A-12, and A-13; except as may be amended by conditions in this resolution. 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, 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. 3. DEVELOPMENT APPROVAL A Two-Story Permit is granted to allow the construction of a 1,564 square foot first floor and a 311 square foot second story addition to an existing 4,080 square foot two-story single-family residence. 4. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. EXC-2014-08 and RM-2014-17 shall be applicable to this approval. 5. CONSTRUCTION MANAGEMENT PLAN Per Design Review Committee direction, �rior to issuance of buildin��ermits, the applicant shall prepare a construction management plan to the satisfaction of the Director of Community Development, including,but not limited to: a. Plan for compliance with conditions of approval b. Construction staging area c. Construction schedule and hours (allowable construction hours are Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m, with no construction allowed on holidays). Resolution No.321 R-2014-23 August 7,2014 Page-3- d. References to the City's Community Noise Control Ordinance (Chapter 10.48) requirements for construction and grading noise e. Contractor parking area f. Tree preservation/protection plan g. Site dust, noise and storm water run-off management plan h. Emergency/complaint and construction site manager contacts 6. GEOTECHNICAL REVIEW The project shall incorporate all recommendations set forth in the project geologic and geotechnical consultant's reports. In addition, the project shall incorporate all the following conditions set forth in the geotechnical peer review conducted by Cotton, Shires and Associates, Inc. dated Apri125, 2014: a. Structural Plans. Prior to building permit issuance, structural plans shall be generated that incorporate the foundation recommendations of the geologic and geotechnical consultants. b. Geotechnical Plan Review. Prior to building �ermit issuance, the applicant's geotechnical consultant shall review and approve all geotechnical aspects of the development plans (i.e. site preparation and grading, site drainage improvements and design parameters for foundations, and retaining walls) to ensure that their recommendations have been properly incorporated. c. Geotechnical Field Inspections. The geotechnical consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections shall include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements and excavations for foundations and retaining walls prior to the placement of steel and concrete. The following shall specifically be performed: a. T'he Project Engineering Geologic Consultatnt shall inspect all foundation excavations, including pierholes, to assure that the subsurface conditions are as anticipated, and that poers are embedded sufficiently into competent earth materials. T'he results of these inspections and the as-built conditions of the project shall be described by the geotechnical consultant in a letter and submitted to the City Engineer for review prior to final occu�ancy. 7. PRIVACY PLANTING The final privacy-planting plan shall be reviewed and approved by the Planning Division ri� 'or to issuance of buildin��erxnits. The variety, size, planting distance shall be consistent with the City's requirements. 8. 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 occu�ancy of the residence. 9. LANDSCAPE PROTECT 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 only if more than 2,500 square feet of � �..,.,.�a., �,�.�.. .,_....,_ ��.,.� µ._.. . .�. .,.�� _- ----a----, ----, --- -- --o- -- � �, Resolution No.321 R-2014-23 August 7,2014 Page-4- 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 buildin� �ermrts• 10. 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. 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 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. 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. PASSED AND ADOPTED this 7th day of August, 2014, at a regular Meeting of the Design Review Committee of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Commissioner Takahashi NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: /s/Gary Chao /s/Winnie Lee Gary Chao Winnie Lee, Chair Asst. Director of Community Development Design Review Committee RIi�vT PLOOR: �a�►+c►�r�+ FIRST FLOOR AREA TA�BULATION PR�O.�GT T'�M: ARGHRFLT: DIONY T.BU6AY..W,�. 480 ROYN.P PARK DRNE 5AN JO''�E.GA 95196 TFI:f408)219-0683 P,VC:f40612ab-9tt0 www.actuAey.con, 9TRUGTUZNL DL316N: PN1L9�E SCrLARDS,P.E. I�DVANGED Re91DBJTW_@161NE�6 169��ANTA GLI�RA 5T.� SMiTA GLRRA,GA�050 f4087 76i-8804 BI0t6Y GOI�I�iULTHNT: ADVIdrGEi')RE5IOENTtI�L EN6MEBt1NC� 169�� �TA GLMA 9T.K7 SAIiTA GIARA,GA�OiO laoe)ssi,aeoa 5o�t5 Br6R�ac: ^Mes�C�5a�s resrrt+b.iNC. a�rsa a�.or+�ve+ue 5Ml.105E,C.4 Bi]4 r�oa)ssq-�o�o GVIL M6RI�i: L.G.B�6lI�RRM6 1�11 OAK:.WD ROAD 5Ah1 JcX�E,GI�9"_�11i PNONE(408)806-it8'1 FAX: (40D)SH9-4006 bC04061ST: UPP bGOTEGHNOLOGY T90 G.W!DEN AV@4JE,5UI'fE A C.�MPBELL.4.�oOD pHOne:lsoa�ee�.-s4� P,VC: (�I08194t�abZ4 wuu.G7Farth.GOm g�GON�7#�LOOR: A�1��4 DI�GR,4M 56GOND FLOOR aR�A T/�BUI.ItTION /NeEJ� P�REA IN 5Q.FT. � �1 EXI5TMEa SL�GOND PLOOR �040.00 N ►�^15UN1tOpP4 311. TOTAL.ARFJ+ �,351.00 ,41iE/1 IN SQ.FT. FIRST�LOOR 3,�4�� 5EGOND FLOOR 2,351.00 TOT�4L �REA 5,955.00 p; .. .. . +�'?A 5�, � . ,L` _ .-::: � �K�-�/�-o� ��?i��3 ,�1-�1�-17 "�`�: �a..r.� :y . �,�i��iber .�__a..�_ ._�.�u:.�.�.-�� �.=e;..:� /` :��i.: ��r`�;��e�i'�Jtit (�� S���a�,¢�/ P�PCGTi�/C P�RGEL M,++�f' ar s lor C�.nrr ♦as�o�e� - +.... c..�• cv�.r,. t.���o�.�. rO `. �1 �\�� i �y� � � 1 � �'9?-0 �I6 �. > Y! ��\. � � �\ '___'. .�'�' '_ �` '�-�--V�-7 ORIVE a�__ _ - �� , ,� �� _, � . E!' �,— F �` � �r If'�Y�7C�Ll a��I�� � IT � � . MI i O �'' ,,,,, � ��,�-_—�- �N,. y � u .� .x.__� . � � "� �� g 1 d �'� � tas-� � �, e '`'`� ,._,,,;,—._ �r/ — W. , '��--.,,q ,� ' , t •�gF----Q-:---!� � �-�-----,_ ---wti__id �.� � ,�.. � � � � �: - ; ` � - '"'"t...�.� �j /( � r e� IE � . il SITE DATA; p,P.N 6'; LOT SI7E —:3���!.fT.(NET ANEA) Zpp�E _:RS-20 exisnn�: FIRST FLOOR: LIVING AREA:� 1,3715Q.FT. ATTACHED GARAGE 669 SQ.�. sECONO aoon: UVING AREA:_. 2���•�' DECK 674 SQ.fT. 0T11ER5: (FIRST FLOOR OECK__105 SQ.F�.) (SECOND FLOOR DECK^674 SQ.FT•) EMO 0 �-`"—�.--�'---��-1.' FlRST FLOOR: (Il�7ERIpR WALLSJ_2,040 SQ.FT. SECOPID FLOON:�1PRERIOR WALLS�,2,0405Q.FT. (SfAIRS/BAICONY), 424 54�• ADDITION: FIRST FlOOR:__. 1.564 SQ.FT LIVINGAREA__ 1.07654�. NEW 2-CAIt GAM��E 488 54 FT. SECONO FLOat: NEW SUNROOM, 311 SQ.FT. OTHERS: (fIRST fLOOR FRO�VT PORCH 160 SQ,FT•) (f10.ST FLOOR COYENED DECK 1,345 SQ.FT.) (COVERED DECK A00VE ADDI fION_1,264 SQ.F7.) (pppF EAVES: 790 SQ.Ff.j TOTAL UVING AREA: 5,156.75 SQ.F7'• FIRST FLOOR: 3,116.75 SQ.FT'� SECOND FLOOR: 2,040 SQ.Fr. 70TAL BUILDING AREA: 5,955 SQ.FT. LOT COVERAGE: 6,573.75 SQ•FT• = 2996 FLOOR AREA RATIO: =.262 2nd FLOOR TO ist FLOOR RATIO: 2,351 =65%o 3,604 ���� Y .���O ` ��� { � JUL 11 2014 BY: gcor�o� rv� ,18�I 6 ,-.,� 1. REMO�EL/RECONFIGURE THE WHOLE H�USE 2. CONVERT EXISTING 2-CAR GARAGE INTO UVING SPACE 3. 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'� V ..,..; � :. � . � ,��s,w � *� ' � ' ; + r� �t �� e �;��*"� _ �f?�.r '�L�i}�; ;�� ..n ,.... ;� �..�Y " ��c, �.�����•. ., .` W � tf-.,' � p � �, ''° `"". � � �._�.�.�,..� _3 �.,�, ,..a � ,� � „_,.. �+�r iNaex �-� p,�xca.w�;viuNm-Miw;si���rn; 3GOPE OF WORK:SN�T MDEX; P@�SPEGTNE:FLOOR AREA DIA6RAM5 A-2 51TE PLAN Ut TITL.E SHEET G-� DEMOLIT�ON PLAN G-9 bRADING i ORAMAC�L'PLAN G4 �FtQ51pN C,ON'TRQL PI.AN C�5 QtO:�ION GONT'R�OI_iJETAiLS G-b (AN5TRUGTION HEST M/�NA6EMENT PRAGTIGES o-� souu�aRr nnv roPO6w�Nic�xvn A-3 VIE1"1 C.ONES(SiTE PLAN) A-4 FXI5TiN6 FIRST P�LOpR PLAN N-5 EXI5TfNG 5l5GOND FLDOh PLAN A-6 FIR5T RL.pOR D@dOLITION PLAN A-'1 � SEGOND FLOOR LfiMO1.ITIORI P�.MI A-8 P�t5T PLOOR PLAN A-9 56GOND FLOOR PL.AN;MISG.NUTE5 M10 ELEVATI�NS A-11 F1.EVA 5 A-1Z EXF3TM6 ROOP PLNN:NEYY ROOF PLAN AT7�G VENTS GALGUL.ATIONS DAYLICakT rI.NNP:NORTN ELEVATION DAYLI6HT PLANE:SOUTH ElE�/^TION A-19 BIALDIN6 SEGTION5 !tD-7 ARGiII'EGl11RAL DETAllS AD-Z ARl.HITEG?URAL DETAILS AD-3 ARGHfI'EGTURN.D�TAILS AD-4 hRl,µITEG'M2Al.DETAILS h1�-i FIRST FLO�OR: M6GHhNIGN..ELEGTRIGAL a PLUMBI�b PLAN MEP-1 SEGOND FLOOlZ: MEGHANIGAL,ELEGTRIC..hi.�PLUMBIN6 PLMI:MlSG.NOTES ME!'-9 M6GFiANIGI�L,ELEGTRIGAL!PLLMBIN6 NOTES MB°,4 MEGHMIIGAL,EL6G'fRIGAL t PWMBIN6 DETAt�S M�-5 MEGHAMIGNL.ELEGTRIGAL t P1.UMBIN6 DETAILS MFP-b ELEVATOR SPEGIfIGATIONS;OETAILS P-7 FIRST FLO�OR PLUMBIN6 PLAN: 6A5 LINE LhYOUT P-2 5E`GOND I'LOG1R PWMBIN6 PLAN: G.0 LINE LJ�YOU* T-24 TRLE�4 ENFRGY REPOFtT SQ 5TRl1G�AL FRAMINC7 d FOUNDATION NUTFS S1 FOUNDATION PLAN y1 SEGOND PLQOR t LOYVER RDOF FRAMM6 P;.AN ss ;�Roo�r�nr�n��uv FD1 FCUNDATION DETAILS FDZ POUNL7ATION DETAILS FD3 FOUND/�T10N DETAILS NO1 PRAMIrkS DETNLS r1D� Fw�,r�ttrC���u�s NO3 FRAMINb Dr'TAILS N�4 Fl2AMIN6 DEfA�LS w� ur�u.�r��s �/ �.,,�- �_i �_�.,i"_ .�.._.---.� �:.-� ..... ''i) APP►WM of thas pleru doat nof tsN�sa ths OiNier entl/or Cantrrctcr of tl+a f� rory�on�lblll4r ior tl+�eaReetlolia W rriwtalc�,arto�s,Gtt aMMbn eontehlld lffetein. N durinp the couise d cartrueNon bnpioVe�rnh,pubpo IMSreM rsqutres• rtaAllr�jlfo�d7or�d�rturs Anm th�Gly of CupMtno apsdllcatlon a tlw�e hqrovrm�nl Phns�tla Clly Enpine�r�Mp h�ve tM rulfioilly to reqWn ruch modlle�tlm a dspnrturo arW Ip spsdy the m�misr In wldd�f!r aarrN k m Ds mi complped�et tl�e wb axpsne�ot CIO Owrror a�dlorContrador. I 2) CoM�PuDlc Wcw�C6�{40Yj 777-3104�'fo1 InlpedUdn of pnd{np,atortn dtqnaps, � end DW�Ic mprovMnML• ' 3) AA puEllc'hnprovanents muet bs campNOd plbr to oaupsncy. 4) C,ontra�tOr M raponaW for duat oaiUOl and snruring Me atw adjedsM to ths wak � la IiR Mi r daen eondidon. ,� � CaNr�lor shell revlew Gly pata118-4 On trw prolectlon prla M aocorryfqaAing erry ; wwk orhenw4p mY trat• � � � UIIIo�aat Marrpemsnt Precikea(BMpi).�u rapulrod by Ih�9tets Waler � Resoixoes Con4d Board,IaANY�dlvlly,whfch disturba the wil. x 7) A wWk schWWs of grvdMp erW Eroslon 6 6adknent ConNol P�sn ahaN be provltled ' to ths Cily 4ipheK by Aupwt 15.No hlq�lds pfedinp mhell be performad bdwser, � OelobM 1 b Apr1 f 6. �' 8) /Ul n�w al�ctrlc�F1��(power,Pho�e,and�or oeds)ptwtl b�unAe�grounded. ,� � A) To M�tlfeb rekre of borwu,conls(1hp publk Wqka Ineps�r for Finel Irupealbtv. 10) a aowl�spow ta b.rs�e.see w n»w�.�+r.c.,aescbd.v+�y hem nu�ldtn� / 1 tand�nB�d EY90W b 6nd�aPed YfMt. �,. 11) Prior Bo��baokvinp rry wak wMln 9n P�La R1pM o!Way.1fw Contr6dor wip�be� npai�l�for puaMp an snao�dvrwi pemiil('oM Ur Pub1e Wwka Dep� _.�_-_-r-�1._ �nevgzo�n ���.�° � ��� � � N� � . =��g � �� �� �� � ��� .. ����#� �� �`<� a �� P `a�w �� � �.��� O ���� � � �a�� � u ���� � �-{ � y Q� � II`���� jJ','� =' ��/;i,=�` V a � o � V $ � � O �� � � O W a � t � � = a � < � v o Z � � � N H � Date Scale �`�� Drdwn D'T8 ��b 13-0806-1 Sheet A-1 � � sh� � I A�V� \/�i✓L i �rr�.� 2F>7•'i'� � .. � � . . • - ' DAYLI6HT PLANE � _ -.- P10RTH SNATION i'�P.�S11FtT A-� � ` . i _g � �� � NEYV 3'HI6H RlDYV�OD FEiJGE NB"l'(f H16M leEJiY10017�GNGE � . 'p'� � - .. � � ' -- -- �-- — � - ..-------_�1 - �-� 11)lAldON�Y t�SThL ?.f1c24"��46�N�GU -\ _ --._` �-�.��;�-�—.�-1_-----�`- -z. -���=� .__ `'-,,,._, C�'S��,wv�s: _ AppROVED ADDRE53 NUM6ER5 ON BUILDING ELEVATIONS SHALL SE PLPJNLY LEGIBLE � AND V151BLE FROM TNE ADJAGENT PC.GE�S STREET OR R0.4D.THE NUMB�NEED TO G',ONTRAST YWTH THE BfaC.iGGROUND,AND BE A MINIMUM OF 4 MGHES HI6H,MIITN A �MINIMUM STFtOKE OF 1/�INGH. `�-1f-�---� --`�_- ��xC—�Z���-o� ,�.`� �'�����,L ���Ul��3 k�-'t�i�i��7 �,:���r.���►��, �!��-r�er -:_ $ - -�-��= � �... �x rry{�1 0/1 ��r �a Thu cheekuR i�nplmrcnb 1�.reywr.m�t.of ca,n�or,ll.ia�.ndtt.pe aaiq.roc,d uucury�tim raunKipal cudc. The mporme�pwulyd wiU be ev�tweed to dMSmine whetfier IM pmped IanAmpc b generslly crMriFM�t w�th the unl6iu�cAs w�M�MfkieKy��. APPlieinc Commenb ..-.io:vni;.yw.Un.,..,=v 9tdf 6v�laatlon 6�[f Gmwie. �AVP�'� �Not Apprwad 9N�en� O��e $!�lCI nlJ�1��IOAf H�dtownr.A porlm�uf tt�e I�d�eA uee havtng plonb�v�th simJu wuta mtiYls.A hydrosnne mey be 'vrigeted or noo-"vngWed. I.ew-�oi�ar IrriyMnn:1'hr�yplkMbn crf img�tlon watcr thrnu�i a syslem uf tuhing M IillfAl I{IIl6 J110 Imvaoluroe emitMro mch ns dilp e�d bubbkrss_Ce�tun rWyry rrpiNrn Qc�1�nyi for hi�{hly efficiant w�lrr duMbutbn,end situ�tedio ini�lr k�w waM use plu�b,may Wo be inclwl-ed�u H�i+�ld"nti�ion�t thc ���n�ot n�r r+.�om�. LOW MiIR W!plbR:A�[Y(WCIM WI10!(ICfllp�g(TIIL�wAl2[1'CVIu nM•[OMPptI�IC WIfI1)UC�1I�I{UWh!ti�J �o�ronaUhiorr such sl mRuL r aupplemenMi irrlq�(1m�u not rryW rrJ b wuh��n Me Ninn!aftcr It hae tr- � e a.se�Nt�Iw.M Any spetlp clenllled u"v�ry I�w wrhM use'�nd'InW w��r u�e by WUC'l1LS hivinl: ■re6wMlfy adjaeled pl�nt factor of O.O IhmugA D.i,nhaU 6e C�hBurinlly dirmni a low wa0rr uec plant. Nadve plaat Ap1 nt in.liyf•rouK ro�spp,iFic arer o(cnrnidwwion.For the pur of IMin dlvixion,�he nmm wilt mkr lo plenb indl6rnw�to 1he coash�l mng�r M CaUni urd Nwtl�ern'aiifornix.end more�nrtical� ly lo auih planb tMt are mitd Oo the aoby,y nf tl�e�nea+�t m hiupttk naNnl commu»Ity uf thc yrojal'� vfdnity. Srrd�l land�rrye�rec Au�tea d t6e lendxape Uedica4+1 sokly tu editde pl1nfs.arcaa imgat�w�Ui m cvc W Hr.her.wa6rr kaNrea u�ic�g recychd water and•r�u AeclinMl tn ectHe piny auch a�F arks.��ana ficlJs,Fnl(cuuni.,end w6ere luA prov iAes�p4Yu�g wrfacr. I T�d:A aruund mve�xurfxa�onvwtlng M mm-��tivc w Rperin Mnt is cuslan�riiy�nowa•J.Ann��•I W�n� Rraxa.Krnnkly Muesrax,p�a��mial r�agrrn,reJ�e.and mll f xie nc ecamplr�o�«rol.w�nwn turt gr..sex.Bermuda Rcar,lcikuyu gre�,rnulwme pe�p�ium,:�t.�iuguxtiix ans..wysiu gravs,a�d buffa4� qa�n erc w�no-seaeon lurf gaaws. WYra feM[(A IanARCape dalgn��Ieau�nt w�here opa� Ier E��rfurrtu an xs/hetic ur rtenvtlonn�funcHUa Wn/er featurn iiu�luJe qinda.IaunU6u.wnlerlalb rd�rtifki�l Nrrnms.Ala��ircludcr.yyxx mJ�win� ming poob Uut arc unNllnry m.�ingkfamiW,two-f,imdy u�d multi-(amily icxid�rnul u.u�.r. wel.urha.,,..s nu�surfxe..e.ot th.e portim.or a�v.te.reelure M�M funcu,m.w conl.�n�vntc�.xucn en au� wa6et Yurfxe uf a.rwimeun6 pw�4 ep�.ur�rden Ewnd.Fut n foun4ia or otl�ct kah�n with Nuwing wnlrr. wet aur/w erw Wall tm meuured ae x twa dimene{me1 p4ne I4uuided by Me peM�neter d Um r rr�wh�•n, walor hu Men�I�qned 10 Flow. ���� , /^\ // ���� / \ h � 1 �C �a h. �� �� � �� \ �`/l ` \ /'s� \ \ \��: � � ��If � \ + ��OF'��-L.�_,�� '�_ .!I�����lIIIIII�I�!I °SITL' PL.A�N sca�.E: r•�a-o• FOR/,L.L OTH@R°3fTE Rll�ORMATION, 5�BOUNDARY!TOPOGRIIPHIG SURVEY AT 5Ff!`.�T'G1' r,.� / ��.. : C �� •r � . r n'I„�a"�{ tngress ana egre�,public ud�ities and incidertd ptxposes 4 .�- ��„- Padf'K Gas and Electric ComPanY,a CalNarnia mrpuration Publk t�iNtfes and indde�l purposes ��ii= : Irrgress,egress,P�it utllities �d inadental purposes _ _ 1— �r�rzo�zrr u� SDI � � � ° � � �� �� .� _ �� � �� �� �� ����� � ��� �� �p������ �� � �,��� � ��� � ���� ���� ��� a �y �-6 � � �� v A� � �,: .. �_: �,. =r}��=:� 'lli:=r,;;^, -%'�,;!�;. � � a � O � u = � � � � � � OW .d � < � � a � � J � � 0 � � � N 'r �/ �� ���� CfiWll DT� $:1� A=2- Of �'4t� ShMt4 ,a� ;�,� :� �� � ��. : :��\ ��Jj Sll��l ' �7'i n �� � �., � � �� j ,f� �� /��� ,�\ �� � �� ��flr��������il�����1/l/ll'1,��;��i,;,���\��:� �� � ,.;���� �r h'��', ��� � '��I�;�.,,(rI�,�;,,,��1,,,,�;,�,,,�,�1,,i��l� JJ �.:� �� � ��l�l���l�r/iin;l�!/ir`i�qp��ri��;ijt��1��I1�(/'/J �I'�,'J���\\ ����1! � I� . I ��,'�l�! 1+/���1�"r;�� •\ '�(;�:�I����I11� Ii��lij�il�ir��li�1jlJ.r��!lj,..�. /Ilj!',1�',� �'�ll��i�;�,; l ,�� ,;,,,,�,�,;;��� / ,�;,- ,,,,, / �r��„I�f� �� /)/�i/��/l �l%�) l� / .',;,��� �����,-r;,�,�.i�llll lll,llll�ll,llll,���I�����i��,,���;1���I�IIIII,,��i�,<«:���:,� ;,,ll I,',,.t,,ri,;!�� (,��;l�ji�`,`,,�`,,,, ',�r,�/l/llil�l�',�lli,,,� I:1;.��,yj i(!il �1)�1 i�i��i `'�!l;�ti�11 i���'�'�f l!'��, ` h��!li��,�rj1r��. , ��!!�>>r;l�;��� ���..,�.;: ::���'"_:� 1f����� ��' I �', . �����Ill;r�t, � � �r, f+��1111��� •.ufl'�;,;�/�^ �'�'� .rllj!',-1lrr\ _f � l,, �1J,\ ,.''!�lii���r�- r ,���.�.;������>>�:�. ��lli:111�1I1/�ll�..�l�ll���(�1����'�;r!_o;ti�\\�� ��l/j�ql�/���lplj�"�!i'?�ri; ��1111(�����1����91����i-',,.;.,� �ll1/r��jl/����llf/, �. �llj����l/�llj�l�jlt�.����'' y����'11ryA�llr��. 1;.:, ��11�����N���1� ;%':': ��rjlhn���lhj'`� �'���\ rj��l//��f�'!t .���� 'lri��il'�����\, i���il-,�;��� .,.. ,, �rur°ur'�`���.: i;f�in%;':�������S•:: iu;)ld�o.;��\�������\� !,I'���"���������Q\\ i��'"�`�����\\\\\\\� 11���a���\ ���``�����\\\ r�,`',i.:°.:�����\\\\\� �i_: �'1 �-- Ilft .c.�!• I�• �� _� -� �� �� � � _ � � � V � � � � � f � � � 0 � Z € '� � A6� Oraw� D'B � 13-0806-R � EJCI3TING i�IR�T�LOOR PL,41�1 �SGALE 1/4•�1•-Q• f �/J� ��C:-�/� /�-/'�D�' . J� . � rk,t�'.,� /��W !, �wr:� I� �� �y_� � 5 �/ `4�. ..,_. � ':<i.,�,�3�s'i'�i7 R" � � / / � � �,.� *���<�.� uEVS�oNs ���� �� � .� _��� � �� �� �� > ������ �� �������� � 0 � � a 0 < 0 _ < J �� � .� �.��a ��� � ���� �� .� ���� � �� �� q� -� a� a O _ V J � � H � a W W � Z Q h � $ a � 0 F oc d � � ui � � � � t� F � � N r T �s►fovM, DTB Sheat AT4 � �s s�, � L�,XI°STIN6 L'iE�GOND �LOOR PL,4N � SGN,.E: 1/4'■1'-0', G!�G-���-D� ` �-° ���!�'���, .��'�1�>�-/7 ♦ �.9� .:.". .,.s"Q..� i ��'G1 i a'...iL.IG71 . ,,, `7 ,..�.�. : ... -..1 .._ -....,..., . _..._ ..:r. ,...,.i v�e�� �i..��'.,.... e. _. -..:a ... �_� .«_,......,�.._ ..._.._ _ _....�.w�.m.,�...� ....._.� .�._.:.6 P'"�.�1 ev:stoNs �.6 �° 8 ���� �� � � ��� �� ��v � ���g� � �� �����w�� �� � �.��� ��� � ���� ��� �� ���� � �� 0 o��� A � �;i�;`:_;�. ��-- _ �;���' ;��,� � f a $ o � u � F O � � LL � � O W a � ` � � = a � W W � � � � '� � a N � JW�o /'�v� Drawn DT8 ShQ�t A-� � �S�m o i nvv+ra � �l��-�G/�-�g :�. ..� �'�.�������.�:� '7 , .B_;;, }� :t���or _�_j _ _ . :. __ _� _ -. . _.- ,... � PIRvT�LOOI�: T.�ENIOLITICN PL.�K xx.�: vc••1�-0' � c � � �b�� s � .� � �� �� ��_v� _����.�, �. ���_��E� �� � � �,� w ��� � � � �� �� � ��� �, � �.� �o � �� � � q ; : ; ; : � - a � _ � V � � � OW � � < �z a J Q � � � � SoM I�5�HOY'N Drawtl DTB �13-080f�] sne.c A-6� � �� r— ------------- — I I I I �, I ,� � �� � � �� I � I I I I � r i�- � ��- � �i ( '� I =_'=--� � � � 61'M90L5 ! LE.fiENI7 �„"v .. . � ... .. ....::a �IR°+T FLOOR PLAN �_, ��� / SC.AL.E: 1/4"�1'-O"� (N> �+�+ � ... �,.-,.._.,=.x.�-<.�.�,..�. ort o �,�Ta�..� r_� rw.��ro ee�ovm _ . eeviaoNs ����� �� � Z �� � � �� �� �� ������ �� �������� �� � x �.��� ��� � ���.� ���� �� � �.� �a o�� � � A � _ , � � a $ O � _ $ � W � � O. u' U � O Y! o � � < � � a � Z �, J � � � _ Z � � N � N T 1 Dat� �.FS 5110Mf� DTB Sheet A-8 of �r Sheats '� Fpc bt1�8 ' lTYT.OF 7 (N)rzooF e�.ow r---�_ �`` II � ,, � � ' (N)4�"HIGH R,4ILING TO BE 20'MIN. 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All+ork fhaN be In aecorCOnee wiM Ne Stata of Cdi(wnio Dper4n.nt ot Trmsp«tat�m sc«�a�e sp.��ncocwn.(�at..t wi�ton. oe ammded),and Stmdard Plms(lat»t adtbn,ae a7nmd�d), and Clty of Cupsrtlno StanEOrE Detais. Th�Cmtroctar�hail prfortn th�work d�sab�d In N��p�ciflcation.md w shown on tM drnwinqa,and to ths wtbfactbn of the Clty Engine�. 2. Approval of thp�plam rholl not rrw��lh�Ow��or Cantrceta ot tM reepmelbAky fa eorrections of mi�toket,arrora,a omhwns eontaM�d th�reln.l}�rinq the course of conatructlon of improvements,public Mtas�t nquM a modfl�atlon of/or a Caporturs hnm tM qty of Cupertino Stmdard D�taYs or thsss tmprovsms�b plms,Ms City Enah�w�hdl hava the ouMaity to rsquY�weh modlfkatlon a dapartwe and to specify the rranns in which the aams ia to be �.t.a.at�h.�..,�.,,�o,«.�„���,�ata. � 3. Appravd of theM plms by tl�s qty EnqYUr i�mly for publk r{qht-of-way 4npro�snmb(IndudMq ttwm�aY�In tha rl�t of way), a,a noe rar ratr,..a.r ar dry uewtl..n k tA.o.valopJe/an,�'. raponsiblity to ooardtnate rovleNS anA approwl lrom eoch oi the Utllty eotnpanla�,md to provida approvd Isttxa as requssted. 4. It shWl b�th�nqon�ibt�ty of tht Co�traetar to enau�th�approwd plan�or tns lotat rovisW plane ara NmishW to ib aubconVactas,ond to anwx�th�latm!epprovad plans ws onaita at dl timss during ea��truetlon. 5. Th�Controcfa ehdl nolify the dty of GLprt4w PuWk Xbrke Inapsetw two(2)wakMq doya prfor to requkinq m Napectlo�.Call(408) 777-3104 to�chedW�Public MbrW k+qsetlons. B. Con.trueelon ona trotfie contra awicse sha0 be instoNed prior to bsqM�k+p of wa�k. 7. Notify Ctly of Cup�rtino Traffte Siqnd►AOlntenanu for Mp�cctbn oi w aame Nqna raa�ny rounaano�sxcowc�a,a oc(soe)m-i�e.cwo(2� warkY�q day�pia to pourinq aiy ed�inet or efqnd foundatfon�rolotlnp to th�Job. & Th�Co�trocta ahdl Ixute underqround focilitiae n the vea of work. The Contmcta ahaN cantact U�deryround SeMce NM(USA)at B11 t�ro (2)rakinq day�In adwnc�of any�ak for loeation of th�undrpwnd foetlltiea. 8. NI undxground utAltlee ehall be InetdleC ond bnd�riled befae plaeament of th�bas�materlal a�d wrfaa�trueturss.It uttlitl�s a�to W install�d whs�qusndX a�itlan notifkution from the aMected utYity compony fndicottnq lU cammitm�nt to bar�or tunnel ahaq be wbmkt�d to ths f n rrith tM wwk Un nd utiitiee Gly Engineer ba ors prvcasdi 9 derqrou exaept�torm trains md son(tary tewas,shaA not 6�permitted In pavsment aroa.wlth the exceptlan o(atreet croesinga unlem approved by th�Clty Enqineer. 10.NI wata IMp,valv�S hydrants,md appurtanm�es Mssto Y�stdlsd wilhh the publk rt¢�t-of-ray ehall be tha property of the wats utlity �+Pa+Y 11.Starm draln IMa Inatallsd a�part of kh�roAc on Meee plan�shoN b� d�arsd of dl dabris and obsGuctions prior to flnol accaptanca 12 NI hsneh�ad�fll,f�l arsc0.ond baea mot�rld shdl attaln a minknum 957i rdatM campxtion. For typlcal trench s�ctans,sxcpt for amitary sawss,reter to Me Gty Stmdard DetaBa �a m•ow.�oper rid�PoY ax coscs ro�mas��..-e«,.�cY a,rv..(cd�r.red No.218E)and any oMx teete re�+tred by the City Enyineer during atroet camtn�ctfon. 14.Tnu,roots,and far�iqn matter in sxl�ting or propoaW rlght-of-�roy ehdl M r�movM to a Npth of two(2)hst belor suDgrade and dlapos�d of p�r Cdtrans Stmdord�.In tfi�con of IM trae roots trom Cky�trs�t trMS,Controtta ehMl�ntxl the Gty for field obaarwtion prior to nlnoNnq Uw roota 15.Tronch platp In Na Vavelad ray�hoM ba Vottk rotsA.propartY secured and Mdl 6s rscesssd upon ths requ�st oi the Dfrocfa of Publk Mbrka 18.All hawhee located wlth(n 5'of the edge o/pavement(le.curD,Ilp of quttr,�dqm ot pavemenl,eta)shdl b�rpoved to th�Wq�o! povement 17.Ail nat povamMt�haN mateh th�sxisllnp povement sectlon.A minMum pawment aaetlon o}3'AC/e'tloas 2 AB Is rpuaeQ i&EYist�g pavsnent that is removed ar damaged shaM be replaced os requksd Dy the City Enqinsar. 18.Manhob hamee aid covxs shall ba broupht lo tfMsh qrade prla to finol stqnon. 20.Flv�(3)waklny dap prbr to Instdlinq psrmment etripiny,Ms Contracta ahaq cat hadc the strlpinp ond�pue�t rsvlav of tha cat trod�e by ths Cky Traffic Englneer.The qty EnqM�eer ehaN have the right to mok�chmqe�M the locatfon of tM dlgnment o}Uaftic stripe�, pownent maki�,and pavement morkere. 21.Conaeb ta uas N oll eonast�str�cNrsa shdl eonfarm to CalHomk Dapartment of Trmaportatlon Standard Spedflcations Sectlm 90.Drop Inl�ta,sldwaNe;euPos and qutten ehdl eantaln 590 IEs.of eemant pr cu6k yard and ehalt attatn a mMkrwm etrenqth of 3,000 pel In 2B dayd w 22.Orap iM�ts ahaN M consWMsE contormMp to Gty Standad Detola unlw othenri�s noted o�the plano.Drap InIeL W�all 6�Matdled eoncunent rith ths conetruMion of the curb md gutts'No Dumping Flowe to the BoK pla�e ahdl b�instaHad on ths curb adjocent to dl Flats. 23.A mNimum thkkneas of flvs(5)inch»of corKxate ahdl bs requhed for commscid driwray approxhd a�d four(4)Inches for roeldentid.The driveway approah ehdl be inetdled conarts�t with ths eonsWetlon ot th�curb and quttar. 24.Orn paund of diopank�q b1ocM ehaM be mixed rith eoch cubic yvd of ea+aets at ths bateh plant 2S.qty Standvd Strwt Lk�hte ehaM 6e inMdlsd ae requked by the Oiractor of Publie WorkS and ridl canform to the Gty Stondord Detab md Nola,�urinq con�truction opsationr,tamporay strs�t Ilqht(nq ehdl b� providad m nseseeQY W ensure tAe puDik soNty.Temporary�trsmt I�ta Mall b�InstaN�d at th�dberotion of,and to thr satis/aetion a(, Ms Dirsctv of Pudb Works. 26.qty slandord etrest monumant�ehdl be canetructeE at the Iocatims ehorm on th�plonr or w dfrected by th�City EnpinNr. 27.Nw Gty standard sde�t rtwnumsits a�d otha pertnanant mawmafrta dbWrMd d,rinq eo�ehuctlon ehail be reploeW Mfan aeuptmu oi th� Nnprown�nN by Na Cky EnglnNr. Att�ntlon ie drsctsd to Section 877 of tAe Cdifomia Bu�inep and Proi�plon�Cod�tor the requlrements amuminq�urwy monumenta E�Ieting eurvsy monuments aAdl Cs IocotW md nfsenced by or undx ths dlnction of a Ikamad land eun+yar a roqfstrsd dvi engkieer prlor to conetructlon opxations,ma a comx record ar reeord of wrv�y ahall W Poed with Ns County Surwyor of th�County oi Sonto qrna Erhting eurvsy monumants ehdl be resst to flnbh grad�,and a comr rocad or racord of�urwy shdl b� Med wlth ths County Swv�yor of Me Camty of Smta Ctara prior to tA� rKOrdinp oi th�e�rt111eat�of eompl�tlon tor tns projsct 28.Conetruetlon aurvey stdcq or maks(contrd stdc„)to ertablt�h Iine� ond grodes ehdl be nt by the Contractor a wrve}of or�nqlne�r. 29.Notlfy the qty Inepeetor tvro(2)workinq day�tn advmca of requting exvtcef(or ch�cWnq fldd atakMQ.Throe(3)eoplp of tha cut lh�st� sAd M fiimiahad to Ne Clty Inapeeta. 30.CrodNq of lots Ndl be cwnpleted ae detaminad by the Gty Enqinsw,a ahorm on the plana«+d iidl fdlow rpuiremanta md standards w aet forth In Ns qty Stmdard Qad'ng md Dralloqe notee. 31.Drndition of eaptic tanb shdl conform to Santa pwa County EnNrmmsnld HealtM Dapartmant r�gulatlons,Wak aholl b�dons prlor t� conshuttian. SCOPE OF WQRK �. R�ro�.at�to��d����,�. R A I N A G E P L A N %% ADING AND D �� � // _ GR 2. Prior to aradinQ camPNUon anC rN�oN M bond.dl qradW /t.. oraw ehdl be roeseded in canformmcs wkh tM City ot CupxtMo �p�+,����� GadM�q OrdManc�to minYniza fhe vlw+al knpacb of tha t.Aq work perfamd�hdl bs M�tWled to marwfacturors s��■�Q:! yXaded slopu ond rsdua fh�poNntlal far eroeton on 1he o R epeeiticotions and dl wOrk ehall eomply riti�oll eurtent locd, eubj�ct Nb. � �tat�a�d tedxd requfrem�ta 3. A om�Wetbn obNrwtbn I�ttv from the ropmsble 2.NI work�oll ba conrtruetsd in accorda Geotechnkd EnqMw MtWINq conKruction obwrotbn� pione and the Standard�Sperdficatlans ol t ��11p� and cwtNyi�q tlwt tM work rw dons In accadancs with SaNtary DHtA�t ��.��_=�.-�:s�::: �"°`�'�d°`�,.��.�°`°�'°`�'��'�°"°° LANDS OF CHOPRA wbmKtsd prfar tp{padinq compl�tion ond r�iwn o�bond. 3.All excawUm and bOdcfAlhq within�troet riqht-of-vray ehdl bs dane In accordance with the requlrame�te of lhe Enqi�aer ot th�publk ag�ncy having j��i .Enaoa e�t �� 7.Ths CIvN Enqineer ar Soil Enqines to revfen dl gadinq md abmk a}Ind npat to M�CRy prlor to xwpancy 2.Compactfon raports and pod devotbn certification fe rsquked on aM Du1dMp pad wak. 3.Controctor h ra�pmsmN fa du�t conVd aM IneurMq the�ea odJooent to tM work it Nit In a eNan condttion. 4.iM aontraetor uwll rwiwr s4andard Mtat 8-4 on trw proteetion prtor to attompliaA any rak a runmAnq any tr�ss. S AN�torm Iine InataNatlon with�ap��an thon 2x�AaN be csrUtlsd by a�vi EnqMNr. 8.AM on-ake w�ftay sswx linsa rnd latarda sFidl bo wbjscl W pul�nq d�pptm�nt approval prlor tn M�taqatbn. 7.uutze aeec Monoyeme�t wactic.e(9►w'.),o..equfrsd by tn.stoc. Wotr R�souroa ConVOI Board far�y xthAty whlch dlsturb soll. 8.A work sM�dule of qradhq and sroaim#ssdfinent crontrol plms ehdl be prorid�d to th�City Enpinmar by August 15.No hYla1M arodfnp�l�aN be parformed bstwean Octabs t and Apnl 15. 9.Apprw�al of the�a plms does not rolaose ths Ormx and/or Contractor of tM rwpon�Nity tor the carxtbna o/mbtak�s,errors,or omisMms eontahed th�rNn. It duAnq ths�our»of consVuctlon imprownanta publk fntaast nqukes a modifkatian ot/a a Mparturo from tM City of CuprrtMO ap�elfloaUm or th� Improvwnent plona.tFe qty Engineer aAali have the wthority to requiro eud� m ner in wh(ch the smne�e to De moeifiwtion a depwture ono to apecity cne ai completed,at!ha sd�ezpans�oi the Ownx a�d/a Conkoctor. 10.Caitact Publk Ylark4(408)Tl7-J104.for inapectlm of gradM+q.etorm trainage,ond puWk knprovurnnta 71.NI publie improwmant�mu�t W completsC prior to oceupaney. 12.All nsw dsCVical�wWc�(power,Phan0.md/w aaEle)ehdl be undar�amded. 73.To N�tiats rnlsosa of bands,ccntact the Publk Work�Map�ctor Ior Flnd Inepxtbn. 14.AN dowmpwb to W nlws�d to ths�ound wafoce,diraeted away trom bupoln9 fax�dotbne and dkected to landncaped areae. 15.Prla W bpinnhq any wak ritAtn th�PuWk Rlqht of Way.the Cmbactor rrNl b�nspons�N for puNlnq m entmochmant psmit from the Publ�Nbrks Departmenl ,1.�AN wrthwak and Mt�drak�oy�.IndudFg NG prparatton,basanent and at-qrade fa�dation �oawUon�,wbgrade and Dmxodc pnporotbn WneoN da6s-on-g+ads canpactlon oi enqfnwrad fN.and sk�dminop�InftaNaGon shoutd W pMormM In aeeordanee wlth the r�eommendatlon� of M�gwt�hnkd npert So1 Enqinson M�ould ba proHd�d ot leoat 4E houro adva�e�notMeatlon of u�y aart�rak op�atbn�a�d should bs pressnt to absarvs and/or twt w neoas�y lMs eorthMOrk a�d faundatian in�tallatbn pMsw ot th�proJ�et. 2 Pnmiwt Id�ntMlwtbn: ApprovW numb�n ar oddrasN ahdl b�plaad m dl ner and szlstY�q buldinge In eueh a poeitbn ae to be pidnly vislEle ond IsqW�from th�atrsN or rocd lronting M� prapvfy.Nunban ahall conUaet NIIY�U+ek baekqround.CFC S�c.505 3.Cmatruction Sft�Fin Saf�ty.AN oonstructfan sYe�muN comply wffh�pllcable provisiont ot ths CFC CAaptx 14 and SmW qara Counly Standard DstoA md SpeciRcotion 4-7 4.Cbs�d-ckculi vidao o�tha n�r proprty I�na Uaanwt,poY�t of conn�etlon ond Dlatriet latral fs rpuind prior to el�aranw tar Gty of CuprtY+o Flnd In�peetlan.O�wi�to edl Obtrkt ot Iw�t 48 haus prbr W Ndw i�ep�ctlan to��b a Dbtrlct Inpector.Dbtrkt W pro�Ad�8u�dinq Depatment wlth wRten notiflcatlan upon completton af MapecUon S.Sanitary seav conn�etfan k+oeeordona witf�approwd hnprowm�nt plons 8.Storm woler from surfaca or roof dralna,other qenerd wrtau rwioN watx or emdeneate/ram aiy rmidu�Mal HVAC squipm�nt�hdl not b�dreharq�d to tfw wnkvy�swr SEE PLAN V-DITGH/PIPE � 1.pISSpA70R CONCRE7E PAD --- � SEE PLAN CROSS SLOPE TO CONfORM o cf� w��r+oasnNC osEo � DITf�S AS . 2 DISSPATOR IS DESIqiEU IN p�d� ca�aRw�w►n+ :��'jj ABAG CUIOELINES. 4�DIA COBBLE ROqf IN 4'CpIG �^�-�. 8.Yf\7!. �sa�r DISS�'ATOR CONCREiE PAD V-DITCH/PIPE , TER FABRIC ������ SEC110N �ETAIL 8 oi�ES ns r�o. COBBIE ROCK ENERGY DISSIPATOR NTS 2' 3��� - - - I - � 4"PCC/AC Pcc uNm v-arai n�c,N.sECnvN NTS j�--�VMY� -- � -- I----_ 17GIAIN -_,� -- :.::; OC J�AC ON 9'CLASS II AB TYPICAL DRIVEWAY SECTION N1S APPLICANT: CHOPRA Pertnits ehdl M obtaki�d and a capY eha��LZi,�.R�� durinq conatructlon. 11204 MOUNT CREST DRIVE �¢ BASIS OF BEARINGS 4.FlII materlal�hdl be oompacted lo o minimum of two md � one Adt(2.5)fsst aCovs ths top of pip�slevation by THE BEARINGS S110WN ON 7FM5 MAP ARE BASED ON 1HE matfiod�thct wtll not danaqa tha plpe w subatituted wlth CEIJ7ERLINE OF Mq/NT CREST DRIVE AS FOUND MONUMENTED AS 9ra�°�a^a(1)�lurry miw FM matrlal mu�t ottain a S00'10'00'W,RECORDED IN B001C 227 OF MAPS,A7 PAGE 34, mMknum of nlnaty flv�paeant(9S7n rNativ�eompaetion,os APN 356-26-017 �TA CLARA COUNTY RE(:ORDS. par Stab o,���f�b s�.d��,��,�0. 5.Tha Dhtrict E qhw.ahall b�notifltl tro f 21 rorlckip,dovs ir odvanae oi startina oonstruetia�on Mia oroMet 20085 Steve�s Geek 81vd.Buldhg C,Cupstino,CA 95014(408) 53-7071 At that tl trvifl I naroacMnant xmk� CUPERTINO CALIF4RNIA Z . � `P�70.0 P and tAe sewa Civerolon:pians�all be qivm to the District Enqlnw.S�or dfhrslon plane ahdl induds awraq�E7,qa» a,e«n«gancy W«�c.w«+c snd�noc e«�i,u�ta tne Dietncc FEBRUARY �2, 2014 .y �. .��� . . :'.� � . i�-: . ;;; , � . � . ° .;�3�� � � .. �. �. .. ��� L, . . . . �i'°'r. ;'4. .. �. , .. .'y;` , �"�' ,. �avfa �«:�(, . . .. y . . . ' jt ' , , .. ���;.:{ � �Eawro.. � N k at �jkv' . 4 .Z . �.'}, � . , � . �J'� 4 . . ;`�,_; � ���. 7 .k� A . N'4 : � �� �� � : � , ,.,, -. .., x .. .��. ,,; . . .� . ..t�..... - ..,_. '. ... . .Y ,h .i�' . � � ���f G X. M1.. �� ' . Y � � .�✓� . r,,,�} � +.��, � 'a ; � �J��y`.y �`. -5s�.... . . .... ... ... . .. . .. .. ' ... . � . . ti` .. VICINITY MAP N TS 2'MIN ��- *�� , � � 'Mq,� 3"MIN I�. t' a F�. _�xl �j�� �� '_,... �F} y � � . = � ~FlL7ER FnBRIC 18�SANDY LOAM W MINIIHMI It�1itATiON RATE S'/Hd1R VEGETAl1VE SWALE NTS 3/4'SUBFLOOR 2.5'SIL FF ��M� 8.� 'r ,�6'�'Fl.00R,101ST 1 i - � 18�LNN I PG _-� -I I I I�_ e i' _, 'I (i ..- _� I • � i�-`_ ♦d -1j �' ����-I I,.;� FlNNNSH GRADE DETAILS AT 9UIL,DINC FOUNDA110N NTS FG �� a� wc wu�.cu�ouT oErN�s NTS SHEET INDEX sn..e i-rni.sn..c She�t 2-D�molftfon Plm STeel 3-4Yodlnp�Drainaqs Plm.BuilAnQ Gop$ectbm 3 DetaYa S�eet 4-Eroefon Contrd Plan STwt 5-Eroslon Contrd D�tWls Sheet 8-Beet Morwqsnenl Practiuros EnqMear ha�proWded written occeptmx of theaa plans. 8.One(1)sankary ssw;r latral ahdl b�inetdled for sad+lot or building.LocaUon of.latxd atd praparty ewnaa to be NokW in fldd at th�aam�tim�tA�ssrer maln is ataked for conatruction.Loterds ohdl not b�lad on Isas than two LEGEND dt ABBREVIATIOWS vr�t tz��a.a,e r,ai na..o m���,wr..o+�,. and one hatt(4.5)feet��at property Ifne w edge of emitary AB ACGREGAIE BASE � AREA DRAIN �swK sosemant Loterd�ahoN b�dswr Non faur an0 one AC ASPHALT CONCRE7E �al}(4.5)faet when dinctsd by DlaVkt Enqineer.Latral� AD AREA DRNN Q B��M'� ehdi not be erztended tieyw�d the street rtqht-of-woy IMe or AE ANCHOR EASE]AENT BWNDARY wnita�rerror ea»msrNt IFh unt�tM moin has bean te�t�d. SE 88 BU�LER BOX � CATqi BASIN Latxd asMen conetructed autefde oi the puWk street or B� g�ry,p�ry� Cup�rtlno Sonitary Otttrkt Eas�ma+t ahaM M con�WctW in BSL BUILDING SE1HAq(LIl� � COBBIE ROq(ENERGY DI$$IPATOR accardanu with th�rpukam�ntt of,a+d ehall b��napected BW BOTTOM Of WALL/BAq(OF WALK � ��� hy th�Qty of GLpartlno BuNding Dapartment. CED COBBLE ROqC ENERGY O�SS�ATOR CG CURB h GU1lER ---';s'�----CONTWR: EKI571NG 7.'he Controctor parforming rarM on lhe aanitary eewery ahctl � (�NTERLINE _gr�_CONTOUR:PROPOSED OR I�W 6�rpuh�sd to r�ghtr'���with th�DhWCt and prodd�f�euranes CLF CHAIN UNK FFNCE os ep�clRW in Sectlom 1.39 ond 1.40 of th�Dlstrkt't CO SANITARY SENER CLEANOUT 100 DESK�!GRADE Sta�da'd Sbstifk¢tians. COP CURB OPENN/G p DONNSPW?NITH SPlA5H8lOq( CONC CON(7tElE B.1Ae Dewelopx and Genwd Contracta Mdl M raponaible CSD COUNTY STANDARD DETAIL � DRAINAGE EMITiE7t for pratsetion of all sxhting Improwm�nb McJudinq�zl�iing DE DRAINAGE EMITTER �' eonitory sewer foeilltias��Mat are to remaN ond if damaged DIVERSION VALVE durin con�tructlan oi�hs �d� vamsnts.ahWl De DI DRAINAGE INLET 9 ��� �� DIP DUC7ILE H2ON PIPE � DRNNAGE DIRECTION EXTENDABLE repaVsd to lhs eatisfactian of ths Qipertino Sanitary Dlatrkt DS �OYMSPOUT BAq(WATER VALVE(SEE PROJECT NOTES) �d othv aHxtad aqsnciu. DWY DRIVEWAY ...-pRNNAGE SWALE EA EASQAENT -"""'- 9.Chmnels of ap DMMkt manholw wlthln tha conotructlm �v �v�noH -----e�MENr uNE arsa enm e.proc.er.e eY Wr.woa eo„r..aieow in cn• EY ELECTRIC METER �. p� �p�,�p E%ISTING ELEVA710N maMdp ond manhol��wstinqs shdi bs odjust�d to flnd E(oH) EIECTRIC OvERHEAD � t > qrod.In accardane�wIM d+.standwa Sp�elneotlons or ths E(UG) ELECTRIC 1R10ERGR0Ul'b --�-k"'�'-f"E7QS71NG FENCE Cupertino Sonitory Diatrict w ae dkected by the Dfatrkt EP EDGE�PAVEMENT ,1��/} . EXISIMIG 1REE TO BE REMOVED Enqlnw. EX EIOSTNIG `�" ,1'y EXISiMiG TREE TO REMAIN 10.Ths D�velopw and General Controtta shdl b�nsponsbla FC FACE�CURB FO FOUND •� FWND�RON PIPE AT PROPERTY CORNQt fa th�prswntian of cOnstructio�tleDris sntarinq M�e�iatinq fF FIWSH ELEVATION OF S116:L00R sonitary wwr sy�tem du�to the can�truction aclMtf» F6 CROUN�FlNISH GRADE -�--4-0--FILIER FABRIC ROLLS nseociated wifh Mh proJset and Ma Dwdopar and Contructor FH FlRE HYDRANT shdl poy dl cosb aesoclaNd�fth ths rN�aw of consWCtion FL FLOW UNE � ��� daDri�Mto th��dstMg�fankory»w�r systam dus la Me G GARACE SLAB ELEVATION/CAS LINE �• ��k� ro�+�NCtion aetivltlea osexbled w(th thie proJect. GPE GENFRAL PU&JC EASatENT �•�••�-► qt�pE Tp�2NN ��,T1�e Oevdaper md 6aisd C«�tractor shaN be reeponsible GS� CRADNJG SETBACK tcr th�prav�ntlon oi a�.�sneye apM usaoekted th� CA1 CAS METER -�� GUY POLE MP HI POINT � - � GUY YARE ANCHOR �^tractw�activltlM on thl�pro}et and th�Dswloper and INV INVERT �+traMa ehaM DaY a��'cwts asaoNated w(th tha rMecss of JT JOINT TRENCH � FNGF1 POINt aerogs into eixfac�drafnag�ay�t�m and dametream eurfac� LIP UP OF GUTIER YY vratero. � �D����EA ,➢9p FlRE HYDRANT MA% MNOMUM B �NLET 72.UtAlty Notifkation(Cantractw�haM locata dl utNltlw pria. MM MANFiOLE JOINT POLE to�twt ot exoawtlonr MiN AYW►AIM � a.Und�rqround Servlca���Alart 800-227-2600 NkS NAIL AND SILVER � �'�TMG b.Stortn Droins Cky ol Cuperti+o NTS NOT TO SCALE . �{7��pp�,E c.San(tary SrrMS Cupartino Sanilary Distrkt OH OVERHEAD OG ORIGMIAL GRWNO : LOW PqNT 13.All Saiitay Sewer Plpse shaq be PVC-SOR28 or approoed P PAY£MENT FMIISH GRADE � M�gpX pud.uniqs othenWS�sDKI}Nd by th�DhVlct Enqlma. PAD PAD ELEVA110N Q, PROPERiY 11NE Q M�y�T WELL 14.Accsp far psdatrW�s a�d vehklss fhall be proviCed at all PEE PEDES7PoAN EQl�51PoAN EASEMENT �► pVF3MN0 ROW OIREC110N trcnes unlpa approvad'n rritiny by M�OiatriM Engineer. PERF PERFORAIED =- p�80% iS.SanRary Sew�r Manhdu,Flushtnq In1�U cnd dsanwts PP PONER POLE PROP PROPOSED ��' PSE PUBIJC SERNCE EASEYENT *� PRO,ECT SITE shdl b�mark�d Mith'SNJITARY or'SANITARY SEN�EER'. SE PuE PUBUC UTIUTY EASEI�NT ��TAINING WALL 18.Cloaed Ckeult Vldeo Uspsetbn of prapMy Iins cleanout and PN�IT PAVEMENT lotsd repuRad priw to final plumbinp inepection ot orwier PVC POLYNNYI p1LORIDE -"-RICHi'OF WAY s■P�nr R RADIUS RW RETAINING WALL � SMUTARY SEMER CLEAN OUT MANHOLF REM REIAOVE � SANIiARY SENER IAANIIOLE R/W RIGFIT OF WAY .-�-. STORM DRAIN MANHOIE S.C.V.W.O SANTA CIARA VM1EY � WA7ER DISIRIC7 � SU11P PUMP Approwl of t�evs pla�s by Cupxtlno Sonitary Olatrkt does not rdlsve the Matailer SU STORMI OR/�M! 1pEpHp►rE BOX of ths responaibilty fa the caract�on of mistokaa,erras,a omiasiona If,during the �B SDE STORM DRAIN EASEMENT ��'- ca+ro�of crosuuctlon o(th�aankary sswrs ths publk htrsat roqu�ros a modificatbn SE SLOPE EASEMEHT � 1El.EV1S1pN BOIC of,w a dapartwe hom lhe DiMrict Speelflcallms of thaee knprovement plans,Ihs 55 SNUTARY SE11ER/LATERAL � D�etrict Engi�eer ahdl have the authwity to requke auch modlfleatlone or departuro and TEST PIT to aci ths mannar ln whkh tM modilkaUons or orturo is to be dons. SSE SANITARY SEWEit EA�TIENT �P fN � STA STATON TOP OF FlLL Si0 STANDARD CITY DETAIL ���Fl� Approve as to Campliance rith District Requirementa ,2014 SW SbEWALK 18 TOP OF BANK �TOP aF CUT TC TOP OF CURB T���T CUPER71N0 SANITARY qSTRICT m� ��wr TOC TOP OF C04ER Qt lIiEE NUMBER TOE T�OF B�NK � � Q oor TG 7�OF CRATE T-VAULT �F �Pao�cnon�ce unuTr:ewsnNc � T��W� -W-UTIUTY:PROPOSED OR NEW TYP TYPICA� VEG VECETATED � WATER ME1FR VC VALLEV CUTTER �� WATER VALVE W WATER WCE NIttE CLEARANCE EASENENT � NELL NLI( WALI(WAY NN WAIER MElER NOE iMRE OVERHANC EASEMEHT WV WA7ER vALVE APPROVED BY� TIMM D.80RDEN RCE 45512 12 31 14 DATE DIRECTOR OF PUBLIC WORKS OWNER QUANTITIES ���A� M. NAME : SANDEEP CNORA CUT 23 CUBIC YARDS ��� <�y� PHONE: (413)-420--4156 FlLL 5 CUBIC YARDS s' ADDRE55:11204 MOUNT CREST DRIVE IMPORT 0 CUBIC YARDS � a EXPORT 18 CUBIC YARDS 1- - '�'.�jf,C/V 1� ��l� OF CA�.�E�` ROAD NAME : MOUNT CREST DRIVE CITY FILE NO : � �i�-� �Uf�'�7 ! 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BACKFLOW PROTECTION � � � �'/�yi�� \ G `+' ` \� . �;\ .,t � � \ '� � � ■. ■ ^� '\ LOW:ST FlNISN � APN 356-2 -�1 �". �� �* � \� , C �`. � �; � � Q'` NOTE A: � FLOOR LE�£J. � l.KELLY VALVE \ S,`� ''=��f 4. 9�ry �� ��\ \\. � `�� ' ' � W v�� N � � ��v VALVE ACCESS BOX ���U�N� i ,�psH�q„pE \p�' � �� � � �' ; I I; SHALL BE CHRISTY i tz'M�n � i � \\�- ` ��:r�r t,' � ei2 unurr sox JI ' •\ �`� ,, � r'.�,J �,G � ;.. e � z O� � � 1 ��'�, f M• , .-- , �- \ ;'\', � i i' ; 12"X20"WITH 8125 �r W � �� s• �,�, � � 0 9 EX HOt1SE , � o i i I_ID LABlEO SEN'ER" � /��' � � \\ `- >c ��. , � i i vu�� A� ''� '0 UPP�-104.13 � LL UR APPROVED EQUAL � ACCE55 BOX B� � a (SEE NOiE A) � �:\ �." '\ o LOWER°95.14.- ��;- ��.\ � � •-� � . ' I ���,J M, �.�\�\ �6► � � \ � .$'� � � 1 i I � � I � \ �A3J�47 3� q'�' ' _ � i � � � •�° ��� \�q1'� `. �1��� � \ r � t` � FF=94.64 � , � � v I , •�'••\�� `f�\ g�� � � ,: c�q � ..f� J'd� - ..Z � �',, ' . . � li I �4�'_ �;a+.�9sXt ,,�``-5,; . '�a �c` 94.14 -- ;r'� s3A�FcjDC � ,'., I •in�\`� ` �Qs,�C ',.. � - . B�t,�1�F R+� .i'.� � i:B(�D`�, � , PUBUC R/W PRIYAIE PROPE'RTY `. \ ' ...�\ .� ..,�' . 9 39 PN �EY�O`VEG SWA • ;. .r--._--_..- '.... . • . ; � I QP TI ON 2 � EXTENDABLE BApCWATER 1:�\��� satvr_ \•�2��.�� .-�C1'��yry�. ` ``,9�ee e�Jfocc�s`nv ' e°7��`, �� I � I I v�va nccess cna� ,,'-\ �_ s2 a sw. ��`, � , ---._. si`ew oQ ' I V, FIAPPER VALVE TYPE I PROPERT'IINE I ELEVAII��'I '� � �a. vEE w�.E\'� \` ?�� - �4 �o�� \ w � . { . , : � y � i . �, BACKFLOW PROTECTtON (CLEANWT { •. �� 9��y./� ,o _ , �„ ��', � wnnN s'oF R. I rw�sH ca,�nc \ 3 , �x\�•. �4• ` , 3b.3a Y � � I I � , i. Z i ( VALVEgAND ClEANOUT �I ;,..,..,; I '.'"; 6. FG r H �``s es� �2 ��.FA��.� � �•RMr �ta\;:u,l �i'��� I i. � -y�NEADITGH0�4s 6 .�,4 • � ! � ACCESS BOX SHALL BE . �S��'. ` - ., 9518 TM1 r r 1� CHRISTY GS TRAFFIC VALVE �� �CCESS 80x " 5+�5�'- � � t �„ �� v � '` 93.2 FG �P=�1�1N�� � ,�` ��'� ------�.------ NATH�GSC LD LABELEOw � a�NS�BOx 12• A.3"Ciameter Cr/ , � �T \\ / I , �s�Nore B) i z' NOlES R sewER"OR APPROVED ains o a'`. .,;��e�+ � � `�� `DEdC(N) ` \ -'! i~ V� EOUAL (SE£No'E B) ti. � ,9? �.9r'J.1� 93.6 PG y1 \'�' �< 1�� ti�-� � � � ..,� maximum center to a D�_§"��/ry p� � , •� ,v?'�, . ! ; � I', i O I ,iEX1ENDA8lE ' ee Note D center. Exposed wall ,,' � � 'u*F��`� gl es i+ t � � `', � - � aaacw�� . VAL�E drains shal4 be located ' \ � �,� a*�.c `r s� � ; �F:�e � , �(',. i 3'above ftnished grode. a3.6 FG \� �,� vE�_SwA�� =��� µ � `{,'S � \� \1-�.�\� y��. i� ` _�w_ B.6"squaro aluminum or 'w +�$ a� •� --- uMirov N --''�28s �: �� j�E � S --_ cRna c . , � �° � � '°2 � � �. y .� galvonized steel wire 1/4 ' r. Fu` * �'� �c ;�s / � _ NOTE'. � � - �� �x � :•i�' "mesh hordware cloth. �. '�t. . �� '2+ / � � ' \ �� _� „�2?� , . � ,_ . . . r , See Note A .. . , �-. , � � '�� � �,:�, k��\ . `".s I � A BACKFLOW PROTFC110N DEVICE IS RE�UIRED WHEN THE ELEVATION OF THE IOWEST FINISHED FLOOR minimum wire diometer .;t - �\ � � ,� ��"'�M'� r, � WITII PLUId01NG IS LESS THAN 12"ABOVE 1HE NEAREST UPSTREAM UANHOLE OR FLUSHING INLE7. �• See Note 8 � 3, �'e:►. OA25'. Anchor firmly to x-.'� • �`�,����. �� 1...*t`��p5�� \. �. 92.6siG -.92t5 FL � �, � u '"� 2.THE CITY OF SARATOGA ONLY ALLOWS OPT10N 2(F�APPER VALVE). backface. ; �� ' � ,; %�'.��''• ��� �924 FL a- ° Finished rod � �. '�%�"F�, , "'` . , - 9 See Note C C.1 cubic foot perwoua s �: �4 `.�.., `p�'` �.. '�_ \\�" `' . � .� ! 3.ALl CLEANOUTS AND BACKFLOW OEVICES ARE TO 9E MAINTAINED BY PROPERTY OWNER. x - � ' �� T �.. ���_ ..".�`raVEG SWALEO 5�0.57L_f'' �" ��� ���` badcfill material in a _ . -t � " 8� '#751�C ` , 7' r,, `� I � ���. 4.ALL BACKFLOW OEVICES ARE TO EE ACCESSIBLE FOR LATERAL SEWER MAINTENANCE.A MINIMUM �O�WOVef1 fllt8f fabrlc, �i��%�.�^ � �� �y��`�� �'�'.,�`�k-� � ��' � ,�''�--`_�,_,r'� - � I � OF 2�CLEARANCE BETWEEN KELLY VA�VE AND ALL SICES OF BOX SHALL BE PROVIDEO. securely tfed. f! - � �,`� � � r � .�N f.+ °n, ry�'I END RW T� � (�, '' S KELLY VALVE 80X COVER IS REQUIRED TO BE 12'BELOW THE LOINEST FINISHED FLOOR WITH PLUMBING. �C� / � ��\� �� '��� � ��� '���u� � � I 7S \ D.Pervious backfill �' ._������ �."� � / � ,� I v � "�- � V �= .�s�w s �..",a_��Ba ew oc � 6.FOR tWTION 2 A PLACARD SHAI.L BE PIACED IN THE UPSTREAM CLEANOUT BOX CLOSEST TO TNE materfal cOntinu0us i ' '.- � o' { ' �� � •. �� ?. � I \ HOUSE WARNING THE PLUMBER�f TME Ex7ENDA8LE BACKwATER VALVE �H pETAIL- pETA�E 6ehind retoining wall. ,_. �.. ,�. � a ! ,,K s-y ,�jN�p�Zp�b`g.3 ` � � I fabrfc. securely tted. .:. � -. .. " �.3'�. 4 .. �T ? 4'�il:CED °f � � � ... _ _ - ' - --- sz -.,',.. .. _ ,..,� r 1� � .. ` �_ ...y... �'. `- �94 2� - "- -- - - - - - - -- �;� STANDARD BACKFLOW PROTEC110N DEVICE INSTALLAl10N ��I -- `� - -- - - -- -- -- sr ,o�.o� , R ties oo'w � . _.. 1-1L11LIL. _._. ',_!_' .�__ QC LI � ,F. :, i vI ......_; � °z .t r-- !- � at.er:N,r OATE 06/13/OJ ac.Br:an o��:oe/+a/oa �rvROVfo.er. o�te:�v� , - i , „�' � �" '"" �-"���., Q TW N •99.8 J �^�i � y ' �5.6 FG �I p(Md�_ �_.�._- � � 93.7 FC «�� ! ��(N) 0��QQ ,��FF=95.14 '��. � . FF=93.14 � FF�95.1 93.4 FG S�W .I .... c� � LINED DITCH(N) p� 5�� � '� , _--......__�. __' S4 MMI !OC (SEE DETAIL SMEET 1) FG '- �- -- SF�d�I A-A .. - -- �c swntF FG SECTIa'I C.�C Q��AV,� y � M �F� �BW N�92.7 00 '4��_�.�u-i �w y'�^ 5 � --- - 9z.as Fc 'I!ae011e['.. .1- - .1�FF�95.14��. - - --- EX RW TO�Ir S7L�1AM� A��1 aTCH N �93.1��� .. BE RENO�ED OG\ 94.27 P � FF=94.84 �a9S14 DECK(N) 929 FG p(�, RW _- - :� YEG SWN.E 2X MIN 1 2fi MIN 27i 94.84 G fF�95.1 % . ''. `�./j C 1 V\� �\! (SEE DETIUL SHEET 1) -� t -'-' - 5-�--1-- � vec sw� Fc F OF CAU� _ ° RW(N) ��5' FG� FG F� � o M Z SECTION E-E .r___.._ _ VEG SWAL£ ���o-p # � � N,� � � � APPLICANT: CHOPRA ROAD NAME : MOUNT CREST DRIVE CITY FILE NO : APPLICANT: CHOPRA ROAD NAME : MOUNT CREST DRIVE CITY FILE NO : EROSION CONTROL NOTES �.n�is wo+is iNroaom m eE useo Foa iNmaw�rsosorr ANO SEDIMENT CON7ROL ONLY AND IS NOT TO BE USED FOR FlNAL PIAW ElEVA710NS OR PERMANEN7 IMPROVEMENTS. iHE COUNTY INSPECTOR MAY REOUIRE INSTALLING AD01710NAL EROSON CON�ROL MEASURES DURING EARTNWORN OPEFA�ION. 2.ONNER/CONTRACTOR SN/J1 BE RESPON518LE FOR IJONITOPoNG EROSION AND SEDtMENT CON7ROL MEASURES PRIOR�DURING,AND AF1EN 510RM EVETITS. 3.REASONABLE CARE SHALL BE TAI(EN MHEN HAUl1NG ANY EARiN.SANp.GRAVEL„STONE.DEBRIS,PAPER OR ANY OTMER SUBSTANCE 04fR ANY PUBUC 57REET,ALLEY OR 7}iFR PUBUC PLACE SMOULD ANY BLOW,SPIU..OR 7RACX OVER AND UPON SAIO PUBUC OR ADJACENT PRIVAIE PROERTY,IAIMEDIATE HEYEDY SHALL OCCUR. ♦.DURING 1HE RAINY SEASON,ALL PAVED AREAS SMALL BE KEPT GLEAR OF EARTH NA7ERIAL ANO�EBR15. 7HE 57E SHALL BE MAINTAINED SO AS TO MINIMI2E SEDq1ENT LADEN RUNOFF TO ANY STORM ORAINACE SYS7EM,INCLWING EXISTINC ORAk1AGE SWALES AND WAIER CWRgS. 5.CONIRACTOR SHALL PRONDE OUST CONTROL AS REQUIRED BY THE APPROPRIATE FEpERAL,STAiE AND LOCAL ACENCY. 6.1HE iACILITIES SHONN ON 7HI5 PUW ARE DESICNED TO CONIROL EROSION AND SEDIYENT�WNNG iME RAINY SEASON, OCTOBER 15 TO APRtL 75. GRADINC OPERAlI0N5 DURINC 1}IE RAINY SEASON YIHICH LEAYE DENUDED SIOPES SHALL BE PROTECTED MITH EROSION OONTRUT A�ASURES IIIMEDIATELY FOLLOWINC CFAOING ON THE SLOP6. 7.FlNISHED SLOPES ON THE SITE SHN1 BE STABIUZED USNG sem�wo strtnw oR Hmr�m rn�wn�TS. 8.UNFiNISHED ROADWAV AREAS SHALL 8E PROIECTED FRON EROSION AS SHOWN ON 7HE EROSION CON7ROL PLAN. HAY BA4E CHECK OANS NALL BE REOUIRED ON ROADWAY SLOPES STEEPER iHAN FlVE PERCQIT. N, � �xC���`�"�3 ` � 12 �o/�-,23, ��:,�1�"r 7 ,r ..�,;., � "7���f . . � , �..�.� � ..;r- �-,..a..i-=�, -� * ;. ��,Y :d.;,:" a. �-::..�, :...,,,,..,n�._...�- . _ Wood Slake Flber RoN Ezcavated 1 Motsid 9ope � u � ���� FlBER ROLLS IN FURROWS �--_/ n � Plywood 4'x 2' pdntsd rhite II wA�� I Black INtrs 0.5' II FAQ�7Y I � 0.5'�.ca ecrews I+I � II I �4X4 Wood post �.1_ _ ( I I I /� /� I I � /� u u� SIGN ELEVA110N PLAN FlBER ROLLS ROPE RES'TRAINT ME7HOD � Th�t�mporary pulpm�nt waahMq fxNity Nqn shdl Ds F��tdlsd +riMin 20 h�t of the lsmporary eoner�t� ao�hout facAky. PERSPECTiVE FlBER ROLLS ROPE RESTRAINT METHOD P1oetic linlnq erm ev.-3.0 0o-.�.�.o.o - �\ i,�� -- �.cn� /.R� SECTION A-A 2.5' 15'Yfn T� - --�- � � --.. _. >. ... Rodc bogs as 0.0 rpuP�d � _ _'.''' � Y..Y VY � . � � t:i Edqe of pla�tk Ilninq �� _�'� ` — `' �\ ' (T� /T'� � 1 —.i ey_y `�� � Nw.-3.0 Top of tu! � . , � 0.0 ; M � .�^-� �. ,� ,:, ,:, fl � � ,� ' �' A A I Tos of cut , � � I � � i�i� elev.��-1.3 ����.. �_ - � __ � DrMnoqe ditch J � � � Entry ramp C.radinq Confam �� /, f � // � Tw ot elop� i r " 1-�-��f � �� ���4 \ 3• ` Typ � � !der.o.o � 2.S m Mln � � PLAN TEMPORARY EQUIPMENT WASHING FAqLITY (Below Grade) � Drain inlat yrots Dienp straps(2 each) �� _———— �� LfftMq loop�(2 wd�) I� �I �� �� �� �� �� Sediment cantrd �I I� fabrb bog �� �I I� �� �� Expaislon resVaint �� �� �I ��Catd�basin sECnor� s��a�T cor�n�a e�c nx�av,av���u�n Entry ramp wraoae asae acccas a Z��p�wro+ ..._-- Enlry bsm alev.+0.4 Rock baq ��wr _J r� SECTION B-B ���F� � 0 s 0 Orolnogs dkch / � � sFxuwr use s.�at�cs srsv e�es pP Of)rt1i AFl^1i171£D YE/IA]RS Q?VM7bnY/.S� �.lS���OItYF 7D EUlA'YESE7Yl hl7Cx/1 / i / sua�cr w�nx ro w�v+ M►�ZZS i AC�ESSaRI' � � II�,T� '�j I �� L'�. � ( �lof ��,y,�,y.��.�N!:i�.,j.�•s�+,��wf:�Q.I=�•�1 t .•��A": i.ti• ,� ♦ �'•• �� iir%� ,'�'f .�` �'i�`s -������ ��♦.'r:�',�!'� ;i�X;� � � �� .• �,♦:«, +j�t'� ::�. •.;M'-• [�r�:i.� ,��i'� y,,��'+ ':� � • ' ..�:'.-' �'��:`S 4���,�•�• �i 2t�t :r:�!i�:�;�,.�- i ���:�'`�.2� �•: :j.. ���.. w r,, +w±i .v� �!��c.•:i��.tii. �7ji;v �.� �.M` c�,- `�' • • ��. J. 7ME EN7RMG'E S/NLL�At4NTApVIfD NV A Gi7NW17tlW 7}NT MK[PYPFY£NT lA1LW4UG A4 fLOWfiC CA�9EZ�dNiM QN7i7 Pf/BLAC RK.1'//-G1�NNYS 7hf5 AMY ����,�i����,����m ��� z wn�v�sswr,�ezs srucc se ������� ar��r a�wwy .x N!#EN Wl9NMG/S R£IXA/R�D?SIi1LL B£ cavF ow,w�ss+�zm wmv c�rs� s�nar aewvs avro,w�+orm �r���� OraM inlet Roodway Fber rdls rdla FIAW '—� FLOW _. '- -- -- - - �---- i i i Curb a dfks � i Sedknent cmlrol bag _ ` '�—CotM basf� SECTION A-A � IA o! �r � FDer rdb _______ � � —____- L yJ ��n imet r�tn CurD w dike aediment contrd bag � Roodway A PLAN 7EMPORARY DRAINAGE INLET PRO?ECTiON For paved oreas exposed to traffic � ����`?"c� W � * .1-1-t 'r�.� ��v��- �:� lF OF CA���I� � O � S K i 0 a Q � < � r m �.+ � .�+ a k' � n o n o 0 � � 0 0 8Z I W C7 � � Uy� � C � 2 N 2 U V Z � W W Z V z W N� �� ' � �Q�� U� �� �v v ���LL r ' � I • J � � � � z � � W W � � Z � � � z � 0 z � a In th�S�nb Clan V�INy,storm dnlns Ilow dh�etly to our loul enska,and on to Ssn Fr�nefaco Bay,wilh�o troatm�nt. Slorm water pollutton I��soeious problem for wfldllh d�p�nd�nt on our rsbrwayf and tor the people who liv�nerr potlutrd atreams or baylands. Proper m��agsment ot constructbn a�ba nduces pollutlon alQniNcanty. Thls sA�et su�m�ritss th�"8�st Manag�ment Pr�aUcn"(BMPs)for stvrm w�t�r polluNOn r�v��pon. THE CITY OF CUPERTINO FOR STaRM WATER POLLUTION PREVENTION 8 WATERCOURSE PROTECTION: Chapter 9.18 9.1�040 Dbcherpa kito tha storm draM proh6ilad It shal be unlawf�t�disdtiarge.a caut�e.allaw.or perrtit to be disdrarged'mto any storm dran a n�xal atlet or channel aA w�ste,including t�ut nat�estricted to,sewsge, industrial westes,petrdeum produds,ooal far or arry refuse substance arising#om tlie man�faciiue of gas f►um ooal or petcolaum,chemicals,detagents,sdv�ents,pai►'[s. contaminated or chlainated swimming pod�.pesticitias, F1CIbIC1d25�(ld fEt�ihZEf9. 8.1a070 Axidenfal Discbarge ai�«,s sna�r,oary tt,�o��ca or�,��wo��y telephone immedmtdy upan aocidentally dischar�rg wastes to eneblecantemieasures to be taken by the Ciry to minirriae darrege to storrn ctans and the receiw�g waters.Th� ��jot�if�i�ca/�d�m shall be folMa�rec�w�ithinw tyen�(10M)days of U�e date VI VYarV�����8�la��M911�lO19,1011t��re� CAU8@S Of�i1@ 80C�8f�8�f:ISC�k9fg@ e'1flf��1Q R1�.SUf66�11g taken to prevert tuM�er ooc�rrenoes. Such notifications wil rxrt relieve persons of fia�IRy for violetions of his chapter a fcx arry tnes imposed on the aty on a000unt thereof under Sedion 13360 ot the Cafdorris Water Code,or for violations of Sedio� 5650 ot C�ifania Fish and widl�e Code,a'any other applicat�e pr�visions of State or Federaf taws. 9.18220 ViolaEion• My person who violates any provision d this Chapter shaA be guiky of a misdernear►ar and upon oorrvidion tliereof ahall be punished as provided in Chapter 1.12 ofthe Ci1y of C�sertino Munidpel Code. Chapter 1.12:General Pertiatty,Section 1.12.010,peragraph D. ��•: Unless othe�wise spedfied 6y Ifiis oode�an irfraction is punishabte by: 1. A fine not to exceed$100 for a first vidatbn 2. A line not taexceed$200 ior a aecmd violatim 3. A fi ne rwt to exceed 5500 for a th�d violation of tie same ctiapterwithin me year. 8.18.TA0 CivU psrnlly for iUkit cisct�eirgas' �Y P�son v�tw ascha�ges pollutarrts,in viola6on of this ena�xer,by the use d iMicit aonnections shaN be dtiAy 6able tu the�ly n a srsn not to axwad twenty�iw thou�and tblla�s per day per violado�fa each da�r in vrhidt such VIO��Of1 OOCUI!i. '6acerpts-For canpl�te COOE lar�e refer to ttee qty of C�trii����CQ�. Cup�rttno 9uf�e�np o•pc: �p�-T77•371i Publle W orks O�pt: Iit•17T-»6♦ Santa Clara County R�cycllnp Xotli�r: �00-67�-��14 www.ra�}�cewaste.uru +yver.r�{e,Xel�f��ff.eoie Sm all Butln�ss Maii�dou�W aaN: �0�-7f9-7�0• Cupe►t►�o S�nita�y S�w�r Oistr 40t-S63-7071 9�nta Clar•Vatl�y Urb�n Runoft Pollutlon Pnr�ntlon Prpm l09-791-24�t 9t�t�Ofilc•of Emr�p�ncy S�rvic�• �-�00-�!!-7l6�(11 hr�) R�port�pllls to 811 General Construction and Site Supervision �Oam OeainMWOnkCnl CaiswctloeActivfls �11tW d01 fYRf i!OR'RVI fOUCA Q MD� re1sD�MArit a�wrls MN Elav a rn�+na aam ai�.qter,a twM iwe s AI���11Qt�0�IOCr OlJt�Mld kl!Ber. M�miM�cb.p fIM�uOrM�or.Ow��w u �da�Itw 1I��f'M��N�far ��1YYOIIII�A�i1�IMp�CYN 6y iOu Q�Il�lby�r. Qe+wf Abtlpa ❑w4�+aeryrrsneaww p000 ha�Meep�np prer�xs�u�etl. Q MYYY pYp�l ProPMX U CbMrrwGA/�whYniMy6�s nOt n uee ❑ IWpmolMabaMqMpnrtt�tf,+lorm dq`r�ttd dt��ryedvi�eN. Q Enu�aremiedwardo�vftlwsw or dd�ge b Marmda�i. 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O Cowrad nrMalu dre�M�.PYce am7tbe�nAx imft a ms wlh fwpb a aeto a.e�re sacuea.wie.4 amee e ee Mpf�c PM�w cYr�aLL�Mip�kr 1s/homry a ������. ❑MapaYNrld4oaryhanymntrana t�frtr fiw poRpbMtoib w n qood wk►g dd�C GMCk(Il4tlllly(bf Mikl r�re.raw,r� O Vaefo�sours�-rtirw��reue vlan pu ndxttrlefels Esfnwe ue1Jy. U R�qWrrosn�MYb.vrhsie+svm�iMa .u��m�a�.,.�.d.a�.�l dY«�r E�sss,rb�vqsldon.PA+x.ioclt.td yhq�mwrile�rme m�Mreu eia�ae;�w d. arptut4 Cr'11�ASa.vd Was Vww«aae�eKaanfa ib. L�Wqa�di/r�YSprop�y.Ma�n�laltr� c�nal6s wqded mur be Yien to ae qpr�Ir�laf�Ya dpaeeddac nearbie ww NaMerbu7+�lem�niMSn Nweisn h tl+�sY�t anrr�aeNca Mie�mad ftiralt ❑nalironfoba¢�mpadwldn00�a purinwdbdf�n�pe uderMe9tre's Oaew�Carrbuc6on Atr�ily&oirtrNnler FMmK rf puca�MUdm i V�dWEd ati W�ISO r.7uaafnan.Nom�lia�m NieOw�eralPatnl canu.ca.�.e ea�nrr�.p�nrw,eera�+ny cart�a eoera fn+a�er+rwt onrg.bm� c�esdl�.�l Landscaping, Gardening, and Pool Maintenance Landseaplr�UartMn Wbrhnane• i]nrouet abeMW�w�ne�snoscapnY materie�s kan vrMaMl ralo W lwinp t�em unAe� tarM a s�cun0 F�tc sMet�g. :J 9cnw�hpn�i�nyem.le.carampreNds auea0 dry vw�Ma. U Uw Mmpasry eMM tlrM erditCAw to d1ve�nw�oM aw�y ha�i tam arr�a ❑AoMCe Monn aYe.wilh tandbaps,pr�E At1eA bap�,sV�r w�tlMS,a atqr aednrm ��ak Q�.�Mw(b�parl9SClbniblMU1�S10Mw1 cpNO i fa�y sM ❑Yta�osAki0e0.b�eNZas,�na oiMr cMmloM Mtloon ar i�a snsd or storpe csMnel J Uw OMticfsa��pnnyy.accadap b YR111NYfOns p�I�E 4YfC1.NAYtlAfll�/fy toMainMt,aM u1�mtew�lM asDbduGl. Dhpwe of Antld.lmDN���s n Me traM.OsDose d unuse0 Vsrlcuef�w n�tardou►wtlie. l.l I�CupaMO.�tl�nb w�curbaiAe iecycAng n can eaYsa�wvn.WMUn�nA t�ee tnmmingi In yai0�vN0e bMe.rarCwaate w+N Qe mNrcletl ma mmpo�:w bf ttr ciiy��contsclorc RnWam wro arKaursg+0 ta ccmpuf! yrdv�ab rn•sNe thm�yMec.Gf laks yaArsb Iv a WMOM whsn�wi�Ds CQ�IDCMN. :J LaadsapeontnetasshuWd qb alppwp�aM prum�p w�e m� b��nOMI lAM wmpal���d wuw(Bi�s Ns�W�Wna�na Zank�r R0.fan Cfil�ro ne neO+taQ :]ponelpleworraM.rahsinro tlN strNL Storm Drain Pollution {��andscspiny s�d Swimminq Pooi M�inhn�nce M�ny�andwaN4+�MvM1«eaa,se ynr ua �ncrese�f1e YkMFOOd fut oarthan0 8a0en cevmiema wr run of vao ns arorm a Mne d�my ?�*gaeai a wl�an d r�ns. Trf���yod wMr miw+iwq enbme aro �,�,,�s�,�,�,,..r,a���,.,,«� duehsrge0�oatam�O�aM�Tfen�clanxcalsa�e u toiee b aCUre Me. Poo4FounhtmSpa Malntrn�nce �DA�ha� N/lrn Na iMnc b ErfM a p0a�.�W.a IpWMpn. pMasa De�un to eM T!GiDailno SaMlry D'atict belnro you NM1 b�lurl�erpuiGnce on Ibw[a11 fMfiGtlOM.WdMW pfW�11YM.iM MndlnO�aciM dw�kq wa�Y(auch aa rJd rtaA).D�riarye�bw�d'aAd be keq lo ns kwI w,w��typ�c+iM Ya�ttioup��paM�n nae. N4p«�ow ree..ner es aa�ea er bcei MAIIyM1Cl, ;]11r,p dNOMrye Vod a�w1w to a �tn�t wtbm�A�n�dlachup�60� m a�nYO'�wwrcNrnout t]n po+sb�.wwn�rnWY�q+aoa w+o a.rt ChbfYM Ml��r i0�i f!W d1Y�OIIQ 1�1R� cecy�Mx��mua w1stDY�y»�9��Ypbia��Y oa�o��aiwuy�d���. U Do rot ur eopOrr�wdNpreYtr. cmrqi.y�e wn cnlane a ou�� atYr�al�rer,auch ac wdrmi b�ort�Me F�i(Y C/yIlE11p J NwalcMnallNerM�h��tornpr• �toa�aram.aina�uniWp�ria mawmrceouc eam t�un rnro a art arae. ane pabs tNar�Ew r�to soY.Depoee ol sOeM Uispmac�ou�prO in 11�qarWps. O H 9r�Y no�Jb W AYt uM,cas C W�rtM�o S�nf�rY Ar irWutibna a+ di�c�MryA9 fYtw Cscmvx�a nneewNer b �ro sar�7sr sews. Earth-Moving /�►CtIVi�IPS Stonn Drain PoUutbn irom Earcth-Movinq Activities Sal s�cavabn snd Aisdir9 operaione knaen tarps amoWS of sal IhW c�Ibw a duw�b skxm MaM�s when handkd imuWarh.SMNnerMS m rurwre an dog sbm�drans,vnof�er a�iatic kk.and deslroy Iw7tiNM m creekc u+d Ihe BBy.ENeetYe eiosan conYol P�ed�ces re0uoe the amourd of rumH RWtYtg a Srb arM 9bw Ihe flnw�h chNtf[OarB d miqASned p�owM auRaees. Praclfc�s IJudrtq Consbucuon U Remwe er�lmp vegetatlon onlM when a4sauby �eearsa.v w.ne i.m�.►r vpet�lion for�rwion catiol on elopes a whsre conxrudion is nd immediately pfanned. J Woerct downs�op dn�ag� counes, att�nr.and sbnn�Nna wih wstrea,or gmporary0rainaqe swelea.Usecheck doms or dilctws to dN�►t r�nolf rounQ aceavaSona. Refer b the Req«al Vva1e.�ua1My CoM�d �ro�9 F,oso�end Sedimen�Cantrol FreM Merx�al br propmr arosqn and sed�merM tontd measures. U Cwx stoekpYes and e■ca�eHd aoN waA aticursd t8pa or pasic aheetnp. ����, �� �+/ �"" ��� � f . � 77..�:. �t' ~�a�� _ _ ,�� The property o�nrner and the cot�tractor share ultimat�e 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. , Painting and Application of Sotvents and l���1 Y G�7 Stonn Draln Paludon hom Palrw, sawn�,Md Adh�siv�ea �u panu,wv�r sro�emYV� dRmical�Ihat si ff1md11 b wiqee ti bcli ae�Ma 9n FrMCCU 8ar�sd th a4�fc ocien Toac diedcab^iM taro hom�Wod a sa10 peo�Gaw6omdsrsqreaiOssareps Pbi�'t msletqi stl ws90�,adheslvw s+tl Ckn'mO 1Nr101 �hald b wcy�d�po�Il�A�.v�DOwd d D�YM pe�M thoe e�w�Uom tlawip inb�tam bMh tN�aroov7n. Ni11�f1➢P«ll�A9fNlf2a G]w.r.�W�r��w�.�eu..rs .wr e�w�aw wIN►.w.4 ana tom� Onlwa P�InYny pW�yo ❑IMMIl�M0111/IMMf111Mah[ co�Inn a a1wK yu[K apnn dwb, FraM tl�sh,m ow[ 0 FM W�YF6atW p�YM�.pWMCW OIW�Y b a��u.m podmi�ana rinw rw an s,.aa aink trlit tW p0E!b tM YiY6/ylwief U:orolFarwtl pWta wMt od bnatra e nr ��wir P��a+e dwn wt�Uw�ar a wM�+.Fwr+ne nur nwws r�o�aw.rw, vN+r.oo.�Dr.awc..a sauu..puYr..y r W��n Fordou�wta O VMrnlhdo�lY4'Y.�pYP�Y+tert.utl buhw,np,�no bop do4ro r�es dl�ww�ef�s 9rOq. ��: Pl�t Air+roval t�Pa1�tG�qandMbttmmew��AYllnt0u0 dly M11�fYld MIOMIU blllill�fl10r M s`MiK uP ot oDlrciW in p1aUi[hoV tbltii eM 0epneaMS trh. 0 C�011iCV�I�Y�i MM�YIQ 1sNYfi AI1I1 Ulpk td dul han a�Mm p�Y�4 Q pYK� aonM�Y M�4 mncvy a 61�A 6rt muW be d�poaeA d aaMmrdaa wrtaa.lssd O�ed p�frR rwnawl reV+MS a NalecMKled aartratlo U Ww�fUtppng ar Ctemrq bui0lap�Ser�D�t Willhi�prsfr/�'qlir.tlor1�sbrmefarn. OtKt w�hwM►aRaa dR are a�d�aae nlo wil.Or,cMrx vA�Cupertw Sa+lsy ��o�����,��Q�a��. w�hw�Mr�ddMpor d t M�po4ry wwrdrMn.SRnPtiD d tM wwhW�r meM Ce raqt�ired i]ww�wrr r�a.n.�a wwrys COIIW114�D�'���tlR W��I i19f� cnqunts 01 t�ad,even A ptinl tl+ps�n nat pfe=nt BMas 1ra+����PD„D DvA a Uer�6q Pn-t9�8 Ouk�nO eideriofawilY wta' BMI uMS M�f p�esMR,let P�t ta Ma6 by M1t�p pant scrqnpa m e I�rallamrebry (9»YalbwPys br este�ac�Kid Mho�MaY) ❑lhess�oe.�v�YkonneRre.q,«nma pndN tib yoiA'�tor b�d.b1otM Nart� ��.�.����� b OMSn�r!WMOr y0u iMy d1ld�sQ1 wad b th0 an+l�ry�awr.u M you m/�t�ra t d44e ta dsposd s h�tutlax wneb Pa+htaspw�l,Aounaoantfon U dsao.+oeunw�+eequi�+vwen.rw:. WywtL y��e�,anA tl��riiig�ldt a IIR�f�11��M�(q�tlM�T��A1M76 M Ntsm�s WsMPrgrt 2047100j. O a ih��.ro nppw.tur�.rra can•a pan� mry 0�tN to bs rouned CM�tft v1M Uis �eMOrrapubrp ta'tiuybrx"Vdicy.) Q pmaye�perpi�t(w1129�T�00 to donale} Roadwork 5torm Drain Pollution a n d from Roadwork P a v i n g R°�Va wn y su rtac�ng,and Uavemenl ie�n oua I haDDen right inlhe�treel wherc ct�ere are numeraus oDpottumtba tor asphalt sew-cut slurry,ar r.rcuvaledmater�al toilbyaNyrnWr sior��tlraa�s. Extrs planninp n required to etofo and tl�spcse of Oener�l Busin�ss Practic�s mstensh qrpqerly and gusreapau+at poll�ton ci storm d�olns.aeeka and IM Bay U Deveiop ana�mplament NosWnJS�dIm�M control pl��s for rosdwsy ambe�tmanls CU Senedufee►cevabn and gfadk+g worKOunnq dry 1Ml�dlOf. ❑ Chea�for and npalrteaklny�auqraent. G PeAorm m�Jor pulpm�nt r�paln ai Oefiynsted areaa in your mainpnance yara, where tleartup�a easer.Avdd perbnn�ng epwpmsnt rcp��re et con�4uc4on sitea. ❑ Whlf11r1u�Ag Of Whl11 v9hiGIf�PQU�pmOnf O mamYnence muN De aw+e on�Ae.Oespnate a IocaYOn awsY�rom�twm drolns and creeke ❑ oo eo��s.ars.i oa w i�eri�.r uv wpm ant parts or clean equipment ❑ Necyol�ueed oit,concrota,DroUenaepha�t ro etc.whenever poas�bls,or dnpose of property. (wwwrecyclestuHcom loriktof recyclmy com pa nien.l Asphalt/Goncrsb RNnoval ❑ Avmd veating eYCesa duat wAen broakmg aaphalt or can v eb. 17 Atter Oreakirg�p ob pavemem,be�ure ta nmor�sN e�unb aed pi�e�•Meke sure Moken pavementtloes nol aomsincanYCt wrtA rai�fall o�ruooff. ❑ W�en making�aw eub,use ac uttle waMr as pOM�ble_ShovN or vacuu�n uw<��slurry anC r�mova hom IhQ ei1Q.Cover or prolecl sro�m dra�n inMih aw�n9 saw-cutYng Sweep up.and properly dNpoee of.a�l rosaues �7 Sweap,nw�r lro��Aown�frNb lo ckan up t�aGkeA dirt Use a ateet nweeper o�vacuu m !ruck.Do not dump vacuumed liquo�in Mo�m or airre OLf'lf1Q C.OIISZ/I/C�/Of/ �7 Avoid pavtnp aad�eal coatlnp ia wst wsiMN,or w�Cn rpin i51otRCa6L to prG`�ent freah ma�riaro from eonmctin9 etormwater runoft- O Covtraad swl catcb pnins a�d manhol�s whe�applyinq aeal coa�,sWrry see1,ioq aeal, or rm,lar malen�ls. � Pmbct dnnag�vreys by�ainp earth dikes. id�1d b899.Of Othqf CGnt�a14 tV ChVeft or Vep �nO f,tlsr runoR Ll Never weeh eKCes�motc�w�from�apo�ed• •99rw�t�co�r�q or sim�tar treatnents into �stnet or 6brtn 6tsitt.CoNtd an0 r�qcie.o[ , disposo b d�rt area� ❑ Cor�ratoekpYM tespheH,sand.elc.)a�0 olner wnat�cbon materials wit�pinstk tarps. ProteCt�rom rain`all end prave�t ru�olf vnt� temDaa�y roo�s or p�asuc sneets antl benn s ❑ Park p�vfno m achln��over d�ip pans or ab6orD8nt ft18b��Y1(CfOlh..raq8.BtC.IlO c81Ch Arips when nol m use CI Clsan up a�spihand leaksudny�dry methode(wilh absorbentmatrals andlor raqal,ordre up,remove�d proparfy O�spose o f CoMam in aled so�l. � Collect an 0 recycts or»pproprial�q tl ispoee of erwss ebras�ve yrovut or SBnd.'T7' ❑ AvpW OvR(-ipplitaIICn b�WN�fhutk�tor dus( controi Dewatering Operations Storm Drain Poliution From Dewatering Activitles e.:��w a,�yo�.aurY sto�n rwNr inspecWr a1 406-472-t807 beforo 4ie��rqing w�ar ro a slreet,yurier,or sform dram F�t�ation or dwerawn through a DASin.tank,antl sedment t�ap may De �I raQwreo. Reuea water for Cu� control,�rtiga4on or another on-s+t purpoae to the yrealeat ezlent pos sib{a. H eavy Equipment Operation Stormwatar Pollutfon irom Heavy Eqaipmenton Construetlon Sites PoortY ma��la�re0 vo"��c.les a�,f�eavv e�uipment tha;�eaR�uet.ui�.anl�treole c r utner f�uds�n the con+r�ur.tan c�•le a�e common sourr,es nlatorm dre�n Coltut���n Prvvnnt tp�.le an0!eak�bY�+o�at�np eQuiDme�l t�om�uno�!cnanne�a anU ty w.icn�nq ror ieak+ana otner ra�nteno�c� proD�smi Pemove cons�ru.tlo���q��'a^�eni from��e ti0e as aaon an po5x.blv Sft�Pl�n��ny�n�orrvontfv•V��ioia Na�nnnanc• U o..�,..�.o�.. a�.,,< ,�.. a�i��A a � a�e�o�„e�a�n��• .�n�a�, n0 eqaiun,af,p.•ilnp �ef�e���q na1i ul�n. CheckforSedimerkorTaocicPollutenta '.F,�:...a.4�,a�.�,em.�,i...�°.c���.�� m•��es w,�n ee�ns.eaon ne�s e�o.na U CAeck for odors,discobrafion,or an oily xheen o•���" O� ro:mdwsk� :J Y����.�w���vo�'I�i�r.�n •.�u•�r„J��;': .�i g �.o.���.•ea,:.R�'<< w �l Aek our Cit ins eetor w�ether the � r,�r•.°,.•';��•;�P�,"�„,•. ,� ,,... � Y Y P n�e�r n�� q�'�n :r�o ont:V ���a�. groundwater must be tested by a cert�fied »�^„*•,��•�r IddOfOlOry. :J�:y��m s�a.a�n a�a�av�a�.•. ,,.i,+a�a�o� c.�ou+i�or o���,�w�a�on�ne.•nr�p v+w�e !J Do �d�n on lhe tesl rctults. ou ma be �•°�o°'•`"•'°F���na'M..,��.o^a.n�„`�rA�� p• 9 Y Y ,u .��i��,a,. i��, r.,.i,� �v allowed to d�sc�arye Dumped groundwster to a.00�•�r�'bDOSe,.. ,:�-e�.,.«��� ,�.�.c�. �e storm drain OR you may h�requlrod to '^""•""o°"�°�•�r • dischar9e to the eaniary aewer or colled snd � �°^°'"••a";�'°"'�;u°,;;",•"'„a'�m`, ,�,.a heul ths water ofi-s�te for Neatrnenl and •�r o�.��r�•.������PR diapoeatatanappropriatetreatmenttaeilitY� u ca.....�a...��nn.�..inu�+..+.a.��e� uiiv� ai.,.r.u�iPm..�:J�.����w�.s.o7�a LJ Whsn discharying to a storm tlrain,protect tl�e spui c��inun tl �niet usmg a Garrier of burVap bags+iqed with L7 CI��n u0�Rpl�i�w�Cl�lf�y drain rock, or cover mlet with fifter fabnc ,N���r�O���Ow�'���iY P+�em�rl:, ancnoredundertheyrete. ,RO.�TO,�,..��•.�..,.�«.n��a��.v :��.�.a U��a.r ou�w�r Te�reea iaosoroen�� •���.�i•ca��Hror..�ernriac+twn.n.w�� poft�e,.�«�p,00�,-y a��aCOa.c.1 seco'�"+! C] Contact CupeAlno Sanitary O�atr�ct at 253-T071 T.�.�.�. oriorlo d�scharging to�M sAmfary eewer �s...��P:o.�aa e,�.�, +� r �� h . ail��s�to'���n�i�• Y �1. ea. ��CG j��..��f[.��,���� , ..,�� � o .���r'a ..c5 'W .�o s'k t' "�:►� -�2� ���:�j,.°•'� ' �. �. ./{ /r ,,,a.• ,., C 1 0 /9 �..:.n!11�/I�•t��a� _ ..__.. .._..._ � ._.,.-,. -..... .../_,__.-d....c.�i�i t r� .�iq ier< .ciiu ,, . . - .. . �' C�t1��NIeCOK�osas��i�nlrlc�nt n�:��Q�. 7 ���a��t�anE��relY �'nprrly Or Ine . . . /n . . ,� nt)n m�fll.�ISU r�port�t la I��s 17�;� '� 2 01 C4+CryCnCY S[�'y C!t .:'; �/ ...c'.:_\ �.... .... . �`�.._. .,'`�;:,+ F resh Concrete and Mortar � Application Storm Drai�Pollution from Frosh Concrete and Mortar A ppl ication s FresA co�erote and eement-relRted mortan (llif Wa6h il��0�iMlf.91tC81I18,Of BStI1df1C9 ars towc to fah and fha aquat�c env�ronme�t D'sposng of theat materia+s to the storm drafns or creeks ean b�oCk atorm drains.csusea s�nous p�oblsms,and is p�oAibNed by hw. O�n�ra/8usln�as Pnctitaa _]wacnoue<onvetem+wrsonNndeaqMateO W p hOYt N�ii NI y W(Y�fC.i Yqy kORI Sb TI dnins and wskrw�y�.wROt�lhm Wete�w�l fMw inb a'vrnp�rnrr wasa pil n a 0K1 araa.lst wakr p►�coMt�t�rouqh son and GbOOa�01 aelbtl,har0e�ea ConCrale Ys patOape. W Mnawr pws�bN.ncrds�nfnoul by pumpmp buk inb mizery for rsu�e 7 Wuhoutenut��onnCmereaaAetoonol �bw�o strosu o(ar�ins. J AlMart�tuQ pdh tlrysrtd wet m�1�tl�h un0�rcorer,protecb4lram��infWA antl�urqtt ��itl away from stwm drema a waYtrvuarn P�aotf dry�natuna4 iror wmd. .7 Ee�on saqi o�eem��n xne��ney nre opan Bs aun to ke�p wlnd-Obwn cem�nt powAer ewAy frOm s�rM�,qullen.ttorm Ora�m rnnlall,a�0 runult. � Donotuudi�lbola�ahrbrk�nton concrate brmt.tok.o�tnNero Our�rp Construcilon �.� Dan'1 mit up mor�Iresn concret�or c�mYnf tl��n you wA ua0 in�Ma�Iwu r p etio C �1 6at uP an0 oPK�b�a�{I mla�n o�urp�w �cavy pmetEt 0rop cblho :7 When Cl�sn�ng up nfMr Ori�ewNy a'fitlwalY CMti�lNGbql1.Wi411�IMt OMO A111�f�!{.�Of davn Ue Cn�wwaY or ma tn�str�N er surm droin ;] Prpbet eOW�stien�o!kesn co nc�e�e sM matv}reui nYe1�N an0 runelf untll I�e mate�u�hAS tlr�ed O waah aown�a0o�W apynyu�eenenb unly wMn Ine�w�aMraMr can(111b+1 01110 s di�arce,(3)OrMn onb�Dermeu aurface 1rom whwh Y ca�be pumpeA a��d dapox�1 of orepery,o�(3)Ge vacuumeC Yom a cNCnmanl croataA�y blodung�s�o�m pn+n mkl Ir nxesanry.UNert runofl w�th lempwery beimc 4ake sun run cn Oooa no t rwcn p une rc or slorm An�ro. (]Whan bn�kmp up p�vem�nl W�WS to PKk up alt Itw pkwE enA dYOON ol p�op�tly. Recyck rry�cnunhs W broke�conoele.See .rwv.redu��ewan'e.o<y�a info on ncyCM(� �7 N�wrpvy Mesle��aterial D�sposs a�smsf amouMa at:r�zsf ary concrote..prout,and monar�n tns vas�. Q Nevft Oupof�o�w��AO1R Into Ins sveet, s�pftll 0lIIt115,OfaM1iQID O�CnCS.0�llf0af11} Sma��Busir�s �i�la �� 8usti�ea�thet genera�te�ess tl�an 27 gallons or 22D pounds ����� df'�@Ii��@'t0 11Se�S j)1'O�fd1YL 4�1��N/�"�7JV�I for a quote. � � ���,. o/ � CITY Of , _ cuPE�TfNo � K,L ��„"�( ��� M. ��� � � .�- SaM.C1�nY,lb� � -UrAm Rueofl Pntlu�i.m Pm�rni.m Pn.g�Mm J?�j C/V��. ,1.� f aF CN-� t�t�a rt:�i,v.��KV�oi� APPROVEO�lYe-.� `���-�-°-- ���i2�,, CONSTRUCTION BEST MANAGEMENT PRACTICES ���� �� ���� T�w+eo�,r�cE�as,z ,us,n2 a►Te DEPARTMENT OF PUBLIC WORKS aaECTaR aF Pueuc woRKs APPLICANT: CHOPRA ROAD NAME : MOUNT CREST DRIVE CITY FILE NO : N 0 � S � � � Q � a 0 r m . �.+ . k� Q n Q � < g � o � � � � W 0 4 o z u�i � � � Z � W W Z V Z W ��� ��� �U"a� _�� ��.. ���LL 1 1/� I �/ � � � � � � • � z � � co � � o = _ � � LEGEND dc ABBREVIATIONS A8 AOCRECATE BASE 0.EV ELEYA110N 4H MANHOLE SD $TORM ORARI -----EASEMENT t1NE 0 ��T �7�7, 1ELEP►{aNE BOX AC ASPNALT CONCFtETE EM EIECTfOC ME7ER INN ANNMAUM SOE STORM DRAW EASEAENT � �A�'� JOINT POIE n�.;a oR(�Ot.�o)EIOSTMG EIiVATION "��- .�; TELEVISION BOX AO AREA ORAIN ON EIECiRIC O�QtHEAD NAS NAIL AND 51LVER SE 9LOPE EASEMENT 0 BENCINIARK .-M--El05TINC fENCE �• AE ANCMOR EASENENT �0� EIECTRIC UNOCRdtOUND NTS NOT TO SCALE S►i SIOPE YAINTENNANC£EASEMENT BOUNDARY -�'� .., LiGH71NC � lEST PIT BB 9UB�ER BOX EOGE OF PAVEIIQIT OH OVERMEAD� SS SANITARY SENQ2/LATERAL � S �`1..EbSTM10 7REE TO BE REMOVED ---t- TOP OF FlLL BLOG BIADN�G EX EXISTIN6 OG OPoOINAL CROUNO SSE SAlNTARY SEMER EASEI�NT CATCM BASNI ` �' } IJOHTiHO POLE � B�� EVA VE}MCLE ACCESS EASEMENT P PAYEMENT FM119H GRADE $TA STAlION ..t-' F�5T1NC TRE!TO F�MNN I rv LOW PdNt BSL BIHLDING SETBACK UNE FC FACE OF CUPB COBBLE ROCK ENERCY UISSIPATOR -i �1VE OF FlLL PAp PAD E1.EVATION STD STANDARD d7Y DET�1L � �'';�--'FOUND IRON PIPE AT PROPERTY CORNER OQ MONUMENS WEI.= Tpp pF WT 8W BOTTOM OF WALI/BACK OF WILLK fD FOUNO PE PAiHWAY EASOAENT SW 5�1EWALK Q CONCRETE _ CG CUNB S q1TIEA FF FRMSH EIEVA710N OF SUBFLOOR PEE PEDESTRIAN EOUESTRIAN EASEMQIT TB TOP OF BMIK --55U-E70STNC CON70UR�F1ER CRADING �^-'�..--FlBER HOLLS �� OV4RI.AND FLO`N DIRECTION �TOE OF Ci1T �, CEN7ER1.11� FC CFOU►O FN191 GRADE PERF PF'71FORA7ED TC TOP OF CURB M�i CAS METER %'i�j PCE BOX CLF diAIN LINK FQiCE FM f11tE MYDRANT � PROPERTY IiNE TEAP IEHPORARY -'•Sy0-ORIqNAI CRWI�D PRIOR TO f�tADMIG _ ❑1 7REE iV�R �, CAS YAIVE POST CONSTRUCiION 5TORM WA1ER CO SMNTARY SEMFR CLEANOUT FL RLOW UNE PP POMfR POLE iOC TOF OF COViR 100 �ESIOi qiAOE � OO Pq1U710N CONIROL MEASURE m T-VAULT in CAP CUlis OPENINC G CARAOE 9.A8 ELEVATION/GAS UNE PROP PitOPOSm TOE TOE OF BANK ^^^+ GRADE TO DRANJ CONC CONCREiE CPE �AL PUBIJC EASEMENT PSE PUBIlC SERNCE EAS�ENENT 7U TOP OF OFtA7E [� DOWNSPWT N11H SPLASHBLOq( * MtQECT S�'1E ----�.Y-- UTILITY:D05?INC � CSD COUN7Y STMIDARD DETNL GSB GAADMIG SE78Apf PUE PUBUC UTIUTY EA3EMQiT TPF 7RFE PROTECTIdI FfNCE � ORAWAGE EMTIER I 4 GUY Pd.E �ROCK RET/UNNC WALL -W-UTIUTY:PROVOSE�OR NEW S CVE CONSERVATION FJ�SEMENT CM GAS IAE7ER PNIT PAVEMENT TW TOP OF WAIL q�v `---' GUY NARE ANCHOR VERTICAL SHORINO DE ORNNAGE EMITTER HP MI POMT PWC POLYNNYI pILOR10E M TYPICAL GD DIVERSION VALVE ����RICHT Of WAY M/�/�V �c DI DNAHiA(�1NLET INY INVERT R RAOHIS VC VAUFY qJT1Eft ♦ HIfiH PORIT DS DO'NNSpOUT LIP UP OF GUTIER RW RETAMIMC WALL W WATER � ORAINAGE DIFECTON EXTENDABLE �'lA WATER ME1FR (A SANItARY SEWFJt CLEAN OUT MANHOLE 9AdCWATER VALVE(gE PRO�ECT N07E5) � HYUFtANT:DQSTR�10 �° WAIER VALVE DWY DRI�EYIAY LS LANDSCAPED ARE.� REM RdAOVE WCE WrlE CLEARANCE EASEIAENT HYDRANT.PROPOSED �$ SANITMV SEWER MANHOI.E EA EASEMENT M�7( MA70MUM R/W PoqiT OF WAY � w�AY� --+-°•-DRAINAGE SWAIE � �j S10RM DRAIN MANHd.E e NEART WA7fR TANK WOE WFE OVERHANO EASEGENT � SVMP PUMP � ��'�" p � WV MAIER VALVE a i 1 � ` � �`-- I __J F----------------------------z---------------------------------------------�--------- --------------------------------------------------------------------- Q ..i 1 AJ' -�f` �,•y' �1���it!'M.e�71G 1��pUE O Ianu���.� r-- � FD 3/4'IP � ...' .u:. �� � m '•�-�'�--� � >..� _ - ' .� J'3�-"_-�' a h �'"`, �'9 � i -----. --- ---�- --_.+-��aw.-•--�-� E,...--'--' - - - - _i,�� �-,. _�-I/ ��'�a �� 4---� � ! -- -- -- -' �-�6� j'- - -- - -��_ �.'F '��a-�--«.�.._.,_. � „ � _�.. � ____�i.. � _ �.-� �p3y'00'E 287.41' ...�-' � ��, RC�CIi SWALE� -�__� ''� �..�. ����y� BB.-_, '�1�'--a�-~!" 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