The URL can be used to link to this page

EXC-2010-12b City of Cupertino , , , 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3251 C U P E RT 1 N O FAX (408) 777-3333 Communih� Development Department March 23, 2011 RH Associates Daryl Harris 10091 Streeter Rd. #13 Auburn, Ca. 95602 SUBJECT: PLANNING COMMISSION ACTION LETTER - EXC-2010-12 (EA-2010-05) This letter confirms the decision of the Planning Commission, given at the meeting of March 22, 2011, approving a hillside exception for a new 5,655 square foot residence on a slope greater than 30% and a rear second story setback of 20 feet where 25 feet is required, located at 21750 Rainbow Drive, according to Planning Commission Resolution No. 6624. Please be aware that if this permit is not used within a one-year period, it shall expire on March 22, 2012. Please note that an appeal of this decision can be made within 14 calendar days from the mailing of the notice of the decision. If this happens, you will be notified of a public hearing, which will be scheduled before the City Council. Sincerely, C�-�. Colin jun Senior Planner Planning Department Enclosures : Resolution 6624 CC : Bruce Steakley,10152 Deeprose Pl, Cupertino CA. 95014 g:/planriing/post l�earing/actionletterEXC-2010-12 EXC-2010-12 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6624 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION FOR A NEW 5,655 SQUARE FOOT RESIDENCE ON A SLOPE GREATER THAN 30% AND A REAR SECOND STORY SETBACK OF 20 FEET WHERE 25 FEET IS REQUIRED AT 21750 RAINBOW DRIVE SECTION I: PROTECT DESCRIPTION Application No.: EXC-2010-12 (EA-2010-05) Applicant: Daryl Harris (Steakley residence) Location: 21750 Rainbow Drive, APN 366-03-064 SECTION II: FINDINGS FOR EXCEPTION WHEREAS, the Planning Commission of the City of Cupertino received an application for a Hillside Exception, as described on Section II of this Resolution; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more Public Hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support this application, and has satisfied the following requirements: 1. The proposed development will not be injurious to property or improvements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations prescribed in this chapter necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. 6. The proposed development does not consist of structures on or near known geological or environxnental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 2 ------------------------------------------------------------------- ------------------------------------------------------------------- 9. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such location will create other, more negative environmental impacts. 10. The proposed development is otherwise consistent with the City's General Plan and with the purposes of this chapter as described in Section 19.40.010. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, Environmental Review Committee recommendation, maps, facts, exhibits, testimony and other evidence submitted in this matter, the Commission finds that the project with mitigations incorporated will not have a significant environmental impact and adopts a mitigated negative declaration with a mitigation monitoring report (file no. EA-2010-05) and application no. EXC-2010-12 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 EXC-2010-12, as set forth in the Minutes of the Planning Commission Meeting of March 22, 2011, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set titled: "A PROPOSED RESIDENCE FOR MR. & MRS. BRUCE STEAKLEY, 21750 RAINBOW DRIVE, PARCEL #2 CUPERTINO, CALIFORNIA" dated March 2011 and December 2010 and consisting of 13 sheets labeled A1.1, A1 through A8, C1 through C4 except as may be amended by this resolution. 2. GEOTECHNICAL REVIEW Prior to building permit approval, the applicant shall comply with the recommendations outlined in the Cotton Shires & Associates, Inc. Geologic Peer Review Letter dated February 16, 2011 and pertaining to the proposed development. 3. FINAL BUILDING AND LANDSCAPE REVIEW Final building colors, any exterior lighting and landscaping details shall be submitted with the building permit plan set and reviewed and approved by the Director of Community Development in conformance with RHS standards. 4. PLAN MODIFICATIONS Interior garage wall shall be modified to allow accessibility by two vehicles. 5. 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. 2 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 3 ------------------------------------------------------------------- ------------------------------------------------------------------- SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 6. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 7. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 8. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forxns of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 9. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 10. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/ or Regional Water Quality Control Board as appropriate. 11. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak storm water flows (as needed), bio-retention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff of the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes or other approved appurtenances) as necessary to avoid an increase in run- off from the property to the satisfaction of the City Engineer. 12. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 13. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits Fees: a. Checking & Inspection Fees: $ Per current fee schedule 3 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 4 ------------------------------------------------------------------- ------------------------------------------------------------------- b. Grading Permit: $ Per current fee schedule � c. Development Maintenance Deposit: $ 2,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: $ Per current fee schedule g. Park Fees: $ Per current fee schedule h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond:100% of Off-site and On-site Improvements Labor & Material Bond:100% of Off-site and On-site Improveme�t On-site Grading Bond:100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 14. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 15. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 16. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water Company for water service to the subject development. 17. NPDES CONSTRUCTION GENERAL PERMIT For projects disturbing one (1) acre or more, the developer must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 18. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. 4 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 5 ------------------------------------------------------------------- ------------------------------------------------------------------- The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. 19. EROSION CONTROL PLAN The developer must provide ari approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 20. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 21. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 22. TRASH COLLECTION The owner shall subscribe to and pay for at least the minimum level of garbage collection service made available to that premises by the garbage collector, as required, 23. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 24. STREET TREES Street trees shall be planted within the Public Right of Way and shall be of a type approyed by the City in accordance with Ordinance No.125. 25. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 26. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before recordation of the final map. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 27. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 28. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. 5 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 6 ------------------------------------------------------------------- ------------------------------------------------------------------- 29. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 30. SAN TOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval before recordation of the final map. 31. STREAMSIDE MODIFICATION PERMIT The developer must obtain a streaxnside modification permit, and provide all required data and forms prior to issuance of a building permit for the project. PASSED AND ADOPTED this 22 day of March 2011, at a Regular Meeting of the Planning Coinmission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Sun, Brownley NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: None ATTEST: APPROVED: /s/Aarti Shrivastava /s/Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development Planning Commission G: � Planning � PDREPORT � RES � EXG2010-12res.doc 6 ` F , J "r�pK EXTENT OF OVERHANG L' CONC. CURBy i � � i J La „ E �� i � REMOVE (E) �� Z4' EUCALYPTUS--� pAYiNG � Gt0.5 � � � 4C� E��G ��ui5 � � \ � � 6 , IHDEX OF DRAW � � Attachment 11 � AI SITE PLAN AR DOIINHILL ELEVATION SHAIL HAVE A 64� � OVIDE LANDb SCREENING AT WALLS AND SITE TTP. 1E"'2 �� E � AG EXTERIOR ELEVATIONS pB� \ Al EXTERIOR ELEVATION AREA DIAGRAMS � �,6'�� / A8 BUILDING SECTIONS G �� / PROJECT IHFO �ONC. DRIVEWA � OWNER: MR. t MRS. SRUCE STEAKLEY MATCN (E) E`j CUPERTtNORCA 9501 G' CONC. CURB A , J � T JOB ADDRE55: 21�50 RAINSOW DRIVE ------- - �C A oHON� V CUPSRTIND, CA E'� � t � � BUILDING OCCUPANCY GB I ,.� � � c / GROUP(5): R-3/U I � E � ' K � �0 T �.o CONSTR CTION: S-B IOS I W I � CATEGORYY ]C 1' � I v � / �i A.P.N. 3cc-03-Oci I I GREAT Rf1. � � o NOVE PORTION I L SfTE AREA: 348123 S.F. o OF lE) RET'G IUALL �, i I "� 5 5 P � x ANDSCAPING � F / I I SWLDING AREA: L.I1� S.F. � TTP. AS IND. FAR: 2% L I ~ � � / STORIES: 2 ______�___ ______ PORCH � �, ! � �'-- �' � � � HEIGHT: 30'-O' � C'uNil�''u�Y' Gu.O � l / „r�AK �' , � .a..i..: �.<,s�i -�� ,. � ;,;< _ �.. �> - ��L� % � ►.�� /- �� ```/� �� ' �,,,,,.�.,.,�, — ��>a� � ��i�� ;:- �� .: i/aiiri%/ii i �� 2 � � 1 �. �� , : iir% '-'/ , / '�7 ��,� 4�„E�c \ o, �� 2 T��. � ` F S �� q F�� T ��FS s,�' �'�'J " SEE 8 9� , 76 „ E �� , ��?,, _„-��2 ....,. — F 4 � \ � '' h PARKING: 2 GARAGE. Z CARPORT � � G „ I r� �� TR' �'� I i ZONING: RHS Q� � � ,\ r�� DESCRI TION: RESIDENCE WITN ATTACHED � .� � / ' GARAGE AND CARPORT RE I E E W/ A �.- r � ' �� 2 ' ARCHITECT: RFI ASSOCIATES, ARCHITECTS ` �` � / �'I 10091 STREETER RD. SWTE 13 �_____� � AUBURN. CA 95iOZ �� `�� G CONTACT: J. STEVE COLLOM � � �y � 'P� �� ' �� ' � f530> 4L8-3055 ._____• `\ �� , � � `� �p"0A � � CIYIL GIULIANI i KULL. INC. � � � �� I r, � a � ENGINSER: 4880 STEVENS CREEK BLVD. SUITE 205 M \ � Y' '�, 2 ��, �t^ �' ! SAN JOSfi, CA 95I29 `i� � . �.1 � c �G i CONTACT: MARK HELTON ^;�' �� -^ �� ; 1408) GI5-4000 � I `� � '(� �� ` �� r v �'p � �I GEOTECHNIGAL GEOFORENSICS. INC. � � � L ENGINEER: 55b PILGRIM DR. SUITE A ____ _____y � ' �'i I` � ��! �� FOSTER CITY. CA 9410f � � ��I'I,' II,��NI N'I ��,W, ��!� � �� 'G � I CONTACT: DANIEL DYCKMAN I \ � 'P � � `� � � t415) 349-33L9 � _ j � �`,s' � '�r�' �`� �� / � � �.` � 9 '�= : �� 4i�EA SCHEDLILE �-- `� �s � LOT AREA ft6 ACRES) 3i8f23 S.F. O � ` y, o�'�° '� �� / ALLOWABLE FLOOR AREA � y . 348113 - IOA00 x S9S9 F 4500 -��,L18 S.f. � boo � a � y � / SLOPE ADJUSTIIHNT -- �'�--� � AV�RAG� SLOQE - t�5X _ _.-��' � -- �� Z1. Ll8 x lOX � I1�15 S.F. , _-,� ��_ �� HAXIHUH FLOOR AREA L�00 S.R. ��*� "� ��' LIVABLE AREA � LOWER FLDOR �,192 S.F. �� '.�, MAIN FLOOR 3.035 S.F. � � __ _ _ `'��.� ` �� TOTAL 4.22� S.F. -- �� >'.,, GARAGE 493 S.F. OVIDE LANDSf.�PE WINERY LZ3 S.F. SC NING AT RETAININ / AREA OVER IS' HIGH 2LZ S.F. WALL AND SITE CUT �TTP. TOTAL BUILDING S�SS S.F. � CARPORT 184 S.F. COY'D PORCH 98 S.F. • �O-, COV'D DECK 105 SF. . ' � S FTB�ck COV'D DECK aZ 18Z 5 F. \ ".' �, , a / � � �� . � \ �� r s � , �� :..x...Y f y�w ( \ / a ,,.�, .y i u,:i. �.w «a.r b .. l :. h<"„� .. ��', y tG ' [ �' �' 2 \ \ '";w .�:Y� ir� � ��' � � � / � � 1 � �� . ` � y ' C ¢ � \ � �' "` H ' s:,. � � , �'� �� „ 6 � x, �. _ , � , :�. �� E #� � x c � � ¢ �� i x £;� E;~ g� .�..;"�;� T R � ` \ \ s ✓ y /^ 't.... ` �e� �� t 1 i ,u.,, . � ..,�„e � � � eumr � � wwn< � \� � Y l • � � 3 ��„ � � � � � w � ; � s s � � �° T REE# 4 � $�� - ,� � , �� s� . * � ,�..., �� .�r : -. ',,,,,�.. � � � '� y ,� � *°� ', `� � ,�� q ,.,,, «. ,. � F �, C � � , � t�'' ti r i � a5�� q �,� s � � S E 1/IL PLAN BY i . , ._ `` � y ! 1 y ULIAN t KULL, INC. , ...� � ._ � �. .�. ��- ' Ev# � AI A A E I NFOR � TI \ Y I C( I�l I T Y I I�� A I I/8" = I'—O" NORTH NO SCALE NOi2TH 14'-�' � VICINITY MAP ULE N AVERAGE Of T-L' OFFSET FOR �SX MINMUM FACIN URS � AI.I GENERAL SITE PL , �9.6 x 0.15 = 5�.�25 flINInUn O [-�eE��o E� ,42 LOWER FLOOR PLAN t3S � � A3 MAIN FLOOR PLAN � A4 ROOF PLAN CAPE RETAINING A5 EXTERIOR ELEVATIDNS RETAINING WALLS TTP. CUTS-� SEE CML DWGS. ' ' \ s�.n�.t�i i �L. i a '10091 STFi�tER RD. i113 AUBURN, CA 95602 530-268-3055 � � � � � RONALO H. H4RRIS OARVL V. NARRIS A1q, rhaarchitects.com rhessocAS6cglobel.net .�' �'�, � * No. C 25L31 d`� l�p. 1—N � ''� c� d,�,� � � � �� d � O 2 � � � a- � � � N ..�•, � # �� DO v a � O � A �� °� Z a � o� �� Q �_--� R � a � ��n SITE PLAN 2035 f7�3 e�� MARCH 2O11 sheet n�mber � of sheets / �--� ./� ./ � l� �- = � � � � � � �� ASSOCIATES ARCHITECTS 10091 STFI�IER RD. k13 AUBURN,CA 95602 530-268-3055 iii�i� RONOLO H. HARRIS DARVI V. HARR13 A14 rhaarchitects.com rhessocASbcglobeLnet .� �'�, � * No. C �SL31 u�� e�o. �-x .P Q� p�1,��. � � � �� \ V d . O z o�C �a � � � ..�n oC # 0�� '� w p Q ,� �9 z a- � � o Q�� o� o� Q � �� °� Z a �� Q r �� N GENERAL SITE PLAN 2035 ae MAR 2 O11 sheet number 0 O of sheets I C��1��i�AL SIT� �'L�N I. I` _ �D'—O" NORTH , I GONC. CONC. PAVING LGOS LL1\ �� FLOOR ABOVE—� --------� --__-� --------------- i � � � � AG RAGE ; 20� x 20� i i i i � � -------------� ----------------- �T-INS __ �.� . � �..� _ __ _.:� .�y� __: _ _.._.�_... ._.. ..___._�_.... . r �XC'aoto'�? 3-��- �ct . � I i #- �� --} rSTONE vExEER I I ARGH ARp1 �T-0' HGH BENCH � � i� --� --- — �'� 11 �, � I -- I -- I I � I 1 � I � I I I i i I I � � � � I I RP RT o ; {. 3 1 x 2G° = j � II \ I� I °-�� ' � uos � � u� oF nax m _ I I � �ooR a�eov m � � 7-O'CLG. � ----- � — � �� i I '� 8EAF1 i �� II � •-------- eo� ssi.mayp4at------------ s.s. WIN i2 �— 2�� X z4� uos T-O' CLG. GLA55 CEWNG SEE THRU TO _ +--- �� lER RN. i�=== - ___;�� ;� �� ,,, ;, ,, , ''----- � �� _—___— �'i.====__="__===_ =_==== , u, � , �, � , n, �, �, � � II� l :I, il _______•�_______tL_______'�____=__'1 � i � I � — -t � � � �� N E VERED � � DECK ABOVE � � � � � I I I I _1 I I I i STEP__.. __ • ' , m � � � ��,� i ��r � r � � � � .. PORCH _ u ' �. � �� _ �I rueis�+o�e� �I �O ER Z STORT �I� CLG. � � �\ , � � -� � �- � � � � , --------- � � � �\� � � __ _ _ , , i � ` ` � ��A ' , i �\ �\ 7 _ _ _ _ . `�`� 7� ' __ i � : \�) Q� �, � � � � � � � � � � � _ ��, Sil. � `�\ i � i � -'\\ \ � � � �� \ i �� i i� ¢'`_ �� '" l%�„ ' ��— � � � i � i �� -= rY � / � � / � � �, �� t + i � i �' � / � `\ �. CRAWL SPACE '� �� , ; . -� �� LOWER FL00�2 PL��I �� ,�• _ ��-o- � �' � �. �� P % ►:• �r�1�� :\ ! \� � .., .�� ! �.: �� ,� �. � ��;.�� \ • - ��` � . . � , .,, \ � � �., � � %�� : • I ��/// ,��/, � � ��'. ��I � �� r� , l/�� ..' ' •, ��/�� /�/ •' ' � � ��/ � �� //�� ' �►_�ln\ � ♦ .,,i�/� ;��` .- �1 � �� i i� � � AS.SOCIATES ARCHITECTS 1009� $TT$fFp i�, p13 AUBURN, CA 956D2 530-26&3055 ! i ■ ■ i �/�lO M. MARRIB 04iiR V. NGqii19 AJ.A rfiearchirsctacom rha�abcgbbeLnet `� , ""�(� v Na C ZSL31 O� 6a H � � '� Z � � � � � V G . � Z � �a � � � N .. � • \ � # ��w w p � o� V�� O � A� � 1 U , �_:_.r � � �� O � � - a Z D " o � � o �� r � � cr drawmgs LOWER PLOOR PLAN 2035 ae DEC. 2 sheet number 0 of sheets I � ,� i� K �[ y . _. I . � ....... �. . .�_�s � _ _. _ � _ � _ _ � _ �0\ -�-' r --------------- � I I �F � ,� �� ! ''� ' I � i�'' COY'0 OECK ; � , , i ; cios � II � J : I i i �� .. �� ____.�__�______ ._.___._..____._.____ — — — — — — i 1 — — — — - — — — — — — — — — — — — — — � i � � �,---�' i I ; �� i � i � � � ��.I .�. I I I I �� ' I SNIN 130 � --- �1i ir ii I; � � ' ;�, � � 3 � � — ��. — � i I 1 _ _. _ _ — _ — _T_ � H � � � � � I I � — _ _ _� __ _ _ � � � � � . . �. � I � I ' . ... � . . . . ... - � � . .. . . _. . .. .... � _11----�1_ 11_� � o rtl �'I � i _ i ,: � �o_ii � ii ' � � - -. � ii ° i� �' ' �� _ i i ' ' I I �+K I I I �oRam� �asses - - � - - - - - � - - - - - - - � �I--- _-_-- � ► i i i i i � fi--=------- i i� I -- ,�, � - - - - - - - - , � I I R AT R I � �, . � I I r-a� ccc. t ` �' ' R�. �x�� ;'� -------- PANTR7 ; I 30� xll8� I I �IOS , � II I � � � � � �_9�6_<$, ------------- -------------- --------------- --------------+� I I � I � _ _ �� I I � � \ � � . . � � • _ �� • • r � • w � — � � � � �� I • - • • • '� �� ♦ " •' �� 111111. 1 � � 1 �� ♦ �_�. � � o �. - ��.�r�� 111111 _.. � -::- : � =_,�; �I � _., �� — � � �r �� , � - � - � I�I�I�I�IYII�I - •. ' �� ' j. � II� ��.=.�z-��-�z- --------- �, >. � ,� � � � - ��. �. . �, a� ��■�■■■■■■■■ �I ♦ w ur� oF e� � UI�1LL BELOW WNDOrS A6i � �-. � w..�..s..f�� _... ........... . �........ ..�r........._.+...a..._._......� _ .�...�..�.� 4 'd � ; G X �-ao� � - l� � 3-��-�! ' . � , f � f �� ......._�__.__.._.,.�..�.._............�..a.�. _..,..f..._...._ .�._ � .._._.�^....._ 2 c 4 fLAT RRAI'i�D FURRING WALL MAI�I FLOO� PL�4�l - _ _ � 1 - - ' \ � � i =-- � i�AR= \ � � i ,, �� -_�=;� � i �,�i 1� �� ` � � i � �j � _ �� ,�'0 �l - -- - � � i � �o, � � � �� CONSTRUCTIpN _ ��\ �,Q � � � �, \� �\ � � \\� �� -�" o� �,,�• � � �..�_, i - � iG �V�� i� i�� ' � � � � �� \� � .� , \ � \ A // /} � �� i �i \\ ��v � � � / / \ \ �� i � � � \ � \ f �� \• � \ i \ � � , � ` � � � -� �� I/4" = I'-O" l �\ �. ``��` ��. � � �` `�\� . ��` li, � • : �� :� �� ' ,� ; � , ,,� . , . ��-.i� � � � � , � �i �\\\ �. `, � �� "' �%,� . - �1 ��, ,, �� G p� Q � � �� ,� ,� , .\ \ �� ;�R° � � - � _ - �� ii � � � ■ ■ ASSOCIATES ARCHITECTS 10091 STF�fSi FiO. A13 a,ueuaN, c�, ssso2 530-26&3055 ■ ■ ■ ■ ■ ROfVi►LO M. HARFI18 OlWYL V. FIAFWS n� n rfiaarchitects.com rhesaocOabcglobeLnet `� � � � Na� HL31 Q pH,� '� Z � � � � � a v 0 Z H � �v � � � V ..�n � # �w � w p� � V�� o a Q �w � � � � � �� O � � -a Z � �� IL. � .^ � �,{ 7 a � ��n drawings u��e� FLOOR PLAN pro�ect numoer 2035 ae DEC. 20 sheet number 0 of shsets �� vT�nino ��u�ei i c�i i�n�ii � SIOELfTES FOR SIZFJ �FIING .° � a � �� ASSOCIATES ARCH ITECTS 10091 STF$i67 Fa, p13 AUBURN. CA 95602 530-268-3055 i ■ ! ■ ■ RONALO M. HARRI$ �MYL V. F�4Vif1B n� n rhearchitecta.com rheaeoc09bcglobelnet � � v Na C 25L31 !q, H � qe �� 2 � � u- �� a V O z � � �a � � � ..�n � # D�� w � v � �D � w �� Q� � � o� �� O � -a z �- � o� � o �� a. t - �� n ROOF PLAN a i s � � 2035 DEC. 2010 shset number � Q of sheets ..,,�.,� ,,.�, �� . ,--� , ,.., ,. �,8- - �--o- � c rrn. � � � � � i i i i i �--------------� ......` ..._. _. �. . . _...... EXTERIOR FINISH SCHEDIJLE �� oc,onoN e�more nAre�co� � � _ — ROOF lO STANDING SEAM METAL ROOF � � YALLS Z HORRONTAL SIOING � � � O3 STONE YENE£R � � 7�ry O FIARDI TR�M L�.SSOCIATES ALUMINUM CLAD IIOOD YNIiDOWS (SEE PL4N ARCHtTECTS � O 1009'I STF�TS� f�, q13 OOORS � 11000 ElITRT DOOR 11/ GLA55 t SIDELI7E5 auBU�1v. Cs� 95602 0 �,,Rr�_Sn.,�. o„E,a,+�c s�cr,a„�u 53Q268-3055 cnw�ue 000R ■ ■ ■ � ■ O8 SLIDING BARN DOOR (SEE PLAN POR SIZE) � �� s O ALUMINW'1 CLAO 11000 fRENGH DOOR(S) (Sff rt�earchieects.com PLAN FOR SIZE AWtpNUH CLAO WO00 SUDING DOOR (SEE PLAN POR SIZE � RAILINGS �� IWOD GAP AND PICKETS �. � CORBEL �� 8 3/4' X 12 GLB v CdJTTERS t O �� Na C 25G'J� OOWNSPOUTS CHnNET �4 STONE YfNF�R OVER W000 FRAMMG �` � H OUTRIGGER O I x 9. W x 3 B ¢ � PROVIDE COPPER FLASFNNG AT EXPOSED TOP O A 3/4' x I�' G.LB. W/ S VO' x 3' KNEE BRACE PROYIDE COPPER fLASFNNG AT EXPOSED TOP fL.45HING O COPPER WNERE VISI9LE � Z V 3 c� LL' � �ru.��.�_.� V � � � � ' � h a I O �D ..f � ;, � �N e �F �a�-<< �o � � � � � � � . ._ � � � � ..�n # � �s $ � ��W � V � w p Q o� V a u � . Q� � �, ;- --- � ! �...� �� ; � , , r � � A � I I I �A� ' 1♦ I � � 1 A 1 \ . � � 1 ,. ' O 1 ^ I ' � , , ; � 'a Z � i' II 0' o , ; I � 0 � 0 � I �, � � n C_.� � I i --- �F �� , � i '^r � � � I I ' A ' � 1r �i 1 drawin s .. 9 - -- _ _ -- - EXT�RIOR i ' I - - Y � . � � _-. _ ELEVATIONS - 2035 ae DEC. 2010 sheet number � of sheets I 1\V It I 11tW/ L.LL Y l'l 1 IV It r j I/8" = I'-O" ��R (S�) �L� v e- = r-o- i � � � ,�u� oF aa-o� � �sir.ur i irrr i � / � O ALUnINUM CLAD II00� UNNDOWS fSEE PLAN OOORS � 0000 ENTRT OOOR W GLA55 t SIDELfTES EXTERIOR FINISH SCHEOtJLE �oc.onoN �n+o� nA�w�wco�oR ROOF lO STANDING SEA17 I'IETAL ROOF �ALLS Z HORIZONTAL SIDING O3 STONE VENEER � Q Nn�a rwn SL101NG BARN COOR (� PLAN FOR SIZ� RAWNGS �� IIOOD CAP ANO PiCKETS CORBEL 12 8 3/4' X IZ Gl8 GUTTERS t O C �� DOWNSPOUTS CFNMNET O STOtIE YENEER OVER WOOD FRAMING a � G �� O x .L.B. W I x 3 PROVIOE COPP�R PLASHING AT EXPC O • 3/4' x 12' G.LB. W/ S VO' x 3' KNF.� PROVIDE COPP�R fiLASHfNG AT EXPC FLASWNG (� GOPPER WHERE YIS�LE �XC-ao�o- /.2 3 �� —t t 4, b : � B � a � �i��R (SW) ELE�I�TI iie- = i�-o• , .� �� =_ __ �� — �� - � � _ � � � � � ASSOCIATES ARCHITECTS 1009� ST}�ga (�, q13 AUBURN,C1195602 530-268,'3055 ■ ■ ■ ■ ■ ROI�WL� M. MARR19 OAfiYL V. F�pq�$ n� n rhaarchitecescom rf+essocOabcgbbel.net `� , "^Y � Na C 25L31 !� H Q� � Z � � LL- �� V a . � 2 � � �� y .•� •, �� # � G_:__.� � w p 0 0� V�� w �� Q� � � o� �� O � -a i °- o � a o �� n- r �� n drawmgs EXTERIOi� ELEVATIONS pro�ect numoer 2035 ae DEC. 2010 shest number 0 0 of sheets 6 iie- = r-o• � � A5 COVERED PORCH 6 10.00 x 5.00 50.0 IL 9.50 x 6.00 �l5 _ _ _ TOTAL 18 , CARPORT ' ---------- ------- --- � 3.00 x �.50 12.5 - -- 18 G.00 x I.DO G.0 19 28.50 x 2L50 �55.3 TOTAL �81 GARAGE 90 ZI.00 x 19.00 399.0 41 2.50 x ISO 3.B 2� 18.00 x 5.00 90.0 TOTAL �13 WNERY 13 SSO x 21.00 165 21 19.00 x 5.60 1045 -- 15 IB.00 x L.00 108.0 1G 1933 x If.83 18L.1 1l '1.50 x 31l 11S ZB 'S•OQ X �.5� 1.5 _. ._ 79 O.�O x I.DO OS --- ------ 30 L.20 x 1.11 15.8 TOTAL = L7� _,.,. ---- __ - _ _-- 2 -- � _ --- V �� _ � � � � � ` 3 � � . .. � � _. . . .. . . ....... ... . i � � � -� ., � ,' � �;. , `�.,% , ; _ , ,. _ _ < { \ LOWER FLOOR I G50 x 1.50 213 ' 2 150 x L.00 i5.0 - � i, �� 3 15.00 x I511 Z35.0 � '�� ' � - • '� 4 930 x IO.Ll 101.3 �, `� 5 L.00 x 9.11 55.0 y � L �.OL z 1.03 /2 M4.2 , � 41.00 x IZ.�O /1 q9.� � 8 21.00 x 3.05 Ll.l 1 3.L1 x 3.50 12.8 10 19.00 933 ill3 TOTAL 6.00 x 21.00 3 COVERED TERRACE IZ SSO x 13.00 1I.5 13 I.M1 x 12.33 Z3.� . TOTALSSO x 15SI �O ` �. . °� ,`� � �i�E,� Df,4C�R�MS - � MAM FLDOR _ 31 IL.00 x 18.00 �88.0 � 3Z 2.00 x Z�4.00 �8.0 • -- 33 5S0 x 4Z50 133.8 - --- 31 IOSO x 13.00 DLS 35 5.00 x 2.89 /7 l.Z 3L 5.00 x 2.49 113 3l 2L.00 x 1.00 182.0 38 Z5S0 x 2Z.83 SB1] - n -', 39 1933 z 3S0 L�.� i� � 10 8.00 x 5.00 15.0 i� � 11 ]�SO x 25.00 LIZS � 1 ,s n.is x ,.00 .s ,s.4 `' �3 1.88 x nJi /2 84.5 � 14 21.00 x 1.00 M8.0 --- --� i ---- --- -- 15 1S0 x 13.00 t133 �� . 53 �c i.00 x 1.00 48.0 i ` 3r�. 1l 22.00 x 1S0 IL5.0 i � � i8 k50 x 4.00 K.O i � � _ �9 8.00 x 5S0 BZ.6 _ _ � TOTAL 8,035 i � " COVERED DECK n � 50 k.08 x L.50 10{5 -- ' '. _ . . i�� COVERED DECK � 51 5.00 x 111 38.1 - --- ----�-�----�-� -------- -* 51 IOSO x 13.00 13L5 3 i` � i -- _ 63 5.00 x 2.89 /1 �.� i � � i TOTAL 182 I 1 � I AREAS OVER 6' i � i i 5� t30 x 3333 71L1 i � i i ---� - - 55 3b0 x p.00 455 - - ------ ---- ------ TOTAL 9L2 i � � i ----- ---- i � i -. i i , . __ _. ._ ,,... - - - - -� ;. - _ _ • - � , � _ , � ._': i r � i =, �` `` ; i i ,� . ___ _ i � i -- - � i � � i . � �;' _ - - , ,i I � i �- ` �� *\ _ ' ' I �'��. sL � � . . �. � ,.�s, � ' ' �1 . y ` � �.. . , .._ -- _ _- � ,, •. --- _ . -" r � � j-- _ ,�.- � , w � . � :: � - :.; � , ._. ' - . : > - ��-t . . � . . . ��. . Y' .. . � >� �� 2 . r . -.. � "�; ��8� � �� n � �� _ ��-o� - - ��..��.� .�.._.. �.s.��_..�.�..,- - . �'�C� - o - �a ., . , 3-a�-1( . \ ii�a• = r-o° EXTERIOR �INISH SCHEDIJL� - - LOGATION KEl'NOTE IIATERIAL/COLOR � � � � �� ROOF lO STANDING SEAf1 HETAL ROOF � � � �� WALLS 1 HORIZONTAL SIDING � � � � � � 3 STONE VfNEER � � .�in O HA�i �m ASSOCIATES WINDOWS 5O ALUT11NU11 CLAD WOOD WNDOWS (5£E PLAN ARCHITECTS '10091 STRffTER RD.1t13 AUBURN, CA 95602 DOORS � WOOD ENTRY DOOR W/ GLA55 l SIDELITES 530-268-3055 O CARRAIGE-STTLE, OVERHEAD SECTIONAL ARA DOOR i i�` i 8O SLIDING BARN DOOR (SEE PLAN fOR 51ZE) RON4L� H. MqqR15 DARVL V. M4RqMS A1q O ALUMINUM CLAO WOOD FRENCH DOORlS) lSEE rhaarchitects.com PLAN FOR 5RE rhassoc�sbcglobal.net � ALUMINUM CLAD WOOD SLIOING DOOR f5E£ PLAN FOR � RAILINGS II WOOD CAP AND PICKETS � CORBEL �1 8 3/�' X C! GLB v GUTTERS t 13 COPPER * DOWNSPOUTS No. C 25L31 tl'� E�p. II-N �� CHR1NfY 14 STONf VENEER OVER WDOD FRAMMG OUTRIGGER �5 I/8 x' Glb. W/ 5 I/8' x 3' EE B ACE � 4= pe►.�� PROVIDE COPPER FLASHIN AT EXPOSED TOP �� 8 3/�' x 12' G1.8. W/ 5 1/e' x 3' KNEE BRACE PROVIDE COPPER FLASHING AT EXPOSEO TOP FLASHING I� COPPER WHERE VISIBLE � � � 3 �� v � � d � � O l � � � � AL � i� 3 � AC � A5 � � ..� OL � O 1 u � � �_-� v = w o0 � .= x � -- ,� o _ Q�� w p�`� � o� � �� - � °° z � a � O�C � �i a f � r ��n EXTERIOR ELEVATIOK 2035 ae MARCH 2O11 sheet number 0 of sheets � �i�O1�T (SW) EL�_�/,a, _T_IO1� � SIDE (1�E) EL�V�4T1 ...._ _ __..._._.__ .._ _ _ _ _ _ � _ ._ . — � � � � _ . _. . , ,, � • � � , � (` � -�� O _ /,C A.�',�90CIATES ARCHITECTS 1 p091 STl$�i Fia #13 AUBUFN. CA 95602 530-26&3055 3'a.2 !� ■■�■■ - � .�� rhearchitectacom rfieseocOSbcglobeLnet � �"4 � r v i i *r t Na C 25L31 r � e�a a-� . � � O� �� Z _�..__._.,._----�-�--_----�--� _, � ��, � , �, .BUfLDI�iC� SECTIO�1 iie•� r-o• . � � � � �\\`____ �30' HFJGHT LRfIT — \ , , ,, , , , , , ��_ AT RM. \ � — � � ROPPED SLIDING DOOR TR � BEAM AT NfAR SIDE � � CARPORT � � � � \ — ---- ATTIC ,\ � � � . cics � � c,�nss u�. ss wnu �� ss LTG. � WINE � WET R �AR �GLASS SHLYS. 1 PARTTTION � GLA55 FLR � WINERY 0 � �� O � � � � . � . � � � � � �U�LDI�IC� SECTIO�I v e• = r-o- � �' � � � � � __ J �� -- — — ►�K,�+r urnT� ,- , ,- , , , , , � , , -t ii i I � �� — _ — �_ � � � �� I GREAT RM. �� _ / — — — — , OROPPED � NEAR SIDE i � i / CARPORT AB TN �L � . � � ------ __ _� -- � � � � � � � BUILDI�iC� SECTIO�I � � LL- �� V c . � 2 1— �(� � ULJ 0 -- � � � .. � tY � # �� W �� V � �C Z a w � Q� � � � �� o � � r � O � STAIR � ° ? � � STAIR � � o O o o �� "/ Q � ��u �� r i ------ Cr� � ------ � � r � i ------ � � 7 drawings BUILDING SHCTIONS iie• = r-o• 2035 aa ..�� OEC. 2010 shset number ° o of sheets THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPO- GRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS T1ME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. � 2� PVC DRAIN LINE 0 �t � LEGEND PROPOSED EXIS7ING ---- PROPERTY LINE � � BUILDING FOOTPRINT , � AC PAVEMENT ,R FlRE HIDRANT � WATER VALVE f7 `` WATER METER O r ,. JOlNT POLE � '�.. SANITARY MANHOLE O �~, STORM ORA1N MANHOLE � �i'�� p�:=' � SANITARY CLEANOUT f o _�� TREE - CONTOUR LINE �� CATCH BASIN (2'X2' SOUARE) �P� AREA DRAIN B.S.L. — — BUILDING SETBACK LINE ��-o�t---- �L^-oa-- DRAINAGE FLOW � � RETAININ6 WALL —x—x—x— FENCE L.INE —W — —W — — WATER SERV)CE LINE —SS — —SS-- SANITARY SEWER UNE SHEET INDEX SHEET N0. DESCRIPTION 1 COVER SHEET—TO?OGRAPH/C SURVEY 2 GRADING PLAN 3 EROSION CONTROL PLAN 4 BEST MANAGEMENT PRACTICES EARTHWORK QUANTITIES CUT t CY. FILL f CY. IMPORT f CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESTIMATED EARTHWORK. ACTUAL EARTHWORK QUAN?1TIES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICAl10NS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. CITY STANDARD NOTES: 1. APPROVAI OF THESE PLANS DOES NOT RELEASE 7HE OWNER AND/OR CONTRACTOR OF THE RESPONS/BILlTY FOR THE CORRECTiONS OF MISTAKES, ERROS, OR OMISSIONS CONTAINED 7HEREIN. IF DURWG THE COUSE OF CONSTRUCTION /MPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICAiION OF/OR A DEPARTURE FROM 7NE CITY OF CUPERnNO SPECIFlCA710N OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE 7HE AUTHORITY TO REQUIRE SUCH MODIFICATiON OR DEPARTURE AND TO SPEC/FY THE MANNER !N WH/CH THE SAME IS TO BE COMPLE7ED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2. CONTACT PUBUC WORKS, (408) 777-3J04, FOR /NSPECTiON OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 3. ALL PUBLIC fMPROVEMEN75 MUST BE COMPLE7ED PR10/ TO OCCUPANCY. 4. CONTRACTOR IS RESPONSlBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK 1S LEFT IN A CLEAN CONDITiON. 5. CONTRACTOR SHALL REV/EW CITY DETAIL 6-4 ON TREE PROTECAON PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6. UTiL/ZE BEST MANAGEMENT PRACTiCES (BMP'S), AS REOUIRED BY THE STATE WA7ER RESOURCES CON7ROL BOARD, FOR ANY ACTiVI7Y, WHICH DISTURBS THE SOlL 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PU1N SHALL BE PROVIDED TO iHE CITY ENGfNEER BY AUGUST 15. NO HILLSIDE GRADING SHALL 8E PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 8. ALL NEW ELECTRICAL SERVECE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 9. TO INITIATE RELEASE OF BOUNDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FlNAL INSPEC110N. f 0. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUfLDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 2 _ �. / / �r � • -- - - _ , � �*,. /� + L �, � ` ,fl , � � -'" . rf� / --- - - - - - -- �. � 8 ' / �` � /� / --- - --- --- --- -- � • �P P�.14N f ? � , r � 3+d��rr' r i - �� / --- _ ry �'',� ,,` 1 , ., ' �� C � �. � ` �� j � � - --- --- - - --- - - ---- � ,'t ^ i. . ? / ---------- � �_ ^ "...,_ ."r`� '�•\ i � � ___ _ - __ _ ---- � � � VG DRA�N UNE •� - _ ��,�;F � _ - -- - --- -------- -- � _ ` `_? P �`: / _ m , � � 2� OF 4' TO 12� JAGGED \-�. / ,f � � �� - �- - E - --- -- -- --- --- --- -- - -- - - ':-.. - � ; ;. ' ,, , ,: . , EDGE RIP-RAP BWLDERS .' ' :' �-\ /:� � _ _ - - �4nE �� ` � . O FS'.qY � "_-- �`.�'� ) ♦ ��\ � . ' , �. SECi�ON /�;% � - - /!. , # ..1 �� , /�//'� r"`1�7� / v` -. -- e � �,,,/ '� �. '' ---- - ---- _ �.� -'.. -- - N` `��' \_'_ ' r � /// , �, ENERGY DISSIPATER DETAIL . _, % � �,� �„ _ '�'"� � �/ � � +�p ` ` N.T.S � 1 = _ _ - '- - - _ _ , =r �� - -' /� / / . T :L- � 1 � � t � � � � �o� . ��' � ° A � � / ' � � ; ,. � ~ ' �� d� �� - \ � ' � ' % �t / f'� w � - - G� ♦ / -' ' '. - - - --- - -- . .o� ,s - - � � ^�0 : ,. � � '. ,.-- �,O- - - \ ; , � . : � � f ., r � � �� ,� o � _ � � , _ ��;' C g, --. _ . r �6 � cy�� • �\ / 4 �/ f� � � CP , F , , �S - , :� � / ' / �� i o? �' � 'i111o� '� '� _ny�-��--- �---__�SO� "�,'.,�. g � � �,' . _ � �s ) .-� - _" . _ � , � � � � � �' d� , i ; � �' , � e `� � / � / i ', Y ' � � F . -� , !' �, + a s � " e _ � ,, ! ' � ., _ �� ! J6 - � - c - � \ Miin kr�r. wu � �, �' a�ti - �� . _ - � � ,`. � � � O i � I �}�,; �� p* f . . . . _ . . �^. ^ r _ �\`� . . . . , i -.- - �: �� `�� ! - L =� �,d�i s _ �K` �. _ r - :c , ` i ,� / �/ i �;��;H, � � �1 , r� �.� , uQ c � ' r� � l� ,'�N� / / /!; �A� r: , - ��, ; ::: � , �'` � `�� O ' ,� -- a ,�'M / m � � .t x � ` �s ^µ�`� a � ' ,'I-( �>rr %� r �- . i, 1^ _ �*,� �''� 'x � ST. � -- _ / 4, � ' '- .OP., ��, w <�� :0 B ,{ .� ' v.6� �� .o� `� ?�E "'_" _ / � / ,T �� +�� - �. , ,,� t - / 1 �P' � � ` � _ ,� _- s -__ �� _ _ - -- �,(/'/ � � 4 i � : g+�O ' ! � �� r j'� -r� Cr-V- - a �� _ - � °f f C� �'� � I �� , ,-' I i':� � ,ry J � � � \ �`•.. � _ ¢ ,'� � ;� ' _ � ,) �, o % � - aC'x � � � � �/j 5, ' ' / ' r-- --- ��;? �� s `� _ _ / / � a t;�/ 5 ,� 0 i , i y � i _ _ }f @ i� fi � � ; � / e� ' `�,:'�' _�� r� , o�� ~ _ �" ;;� _ G� ed �.-�` ��\�` G�'\�t;p,, ` c� t _' - _ _ _ /r�/ I �a `� F,P �:.�� I � .,�e�i. �1 . � 0 t , A \\\ � -- _ � r I � '��' � - ' ��.. .:t.� �'� ��Ec� g �g "� ... 4 � ' � � I 1�'. Q � ' >`" ; a " y �\ �'�.� ��y ' �_e6 ro� --- � / I I �i �i _ � .._s° . ��( ��'"� - � t � �. �. �+''r� � �� 'e\ a' � `a : 0 ti � �� - I ,'�� ` ' ��,, iy�'� � ��!:: 1C7'.� ��:��' c ��` �'v�` � ` � G � . `� ;� ` i c �0� �F,` � , , i�� I " � � i, � � . ;'� "� < ^" ' �i'' , ' � ,. ..;- � , � -�_ -... �� : ,. E �'� v,�,',� �� ` ,�� ra �� a� � � ''' 6 ^��`; ` a '' �, � � � � I `.-. . �� ,�'' --- '. --" ti' ". ,��c. --- :'�'�` � \ �'\ m� `_T-� - __� o i � � $ 1 I . .� f-' .�i> � e _ � '- - �=- � \, � . ` / / �� i � _ . \. _ A � � .7 �.'' ��. __ ,. ` � ly�� p 1 �_ p _._� f6 .� , '1 _ ,-I ��:?' � .�Qf� j�� ! C _'_' �•�� r�. N� ��,C� / 1 � y ' r ,, �� -� t "� •--- �„, � --- -'-' o� � $' Y , t t � ,5 .� � ;� +b 0 2� . G , � ` ��'` �_ ;r � ^ :' 4' �,' ��,t , .�e % o- : �v - � 11� J C ' '` � ; . : + ,-' � . " ' :.._-...-.�..,.._._. � �tix .'�' � - ,� J � 0 ._ i, ,,. .., ..,- � f 1�:i' k� \, "�.-___ � �y��" .� �. � ...�....�..�...,.........,.._'��,.........-....,.�.:___. .. -.. ; � , r. h y . � 1 � ( � d ry, � � e. ; : ` r� �. ,hF' '•� � � i �>}':, ^� � '�,� ��\ � - - ;;� --- ° � � � _ . (� ,. , � ��7nKf5 _ ' ' '.. _ `` i '� I � i� P I ' �..,. ' ° f e � p(E � r , _ ..t x � � :, _ i ,� : �, .,3t .. �b' , , � � o� / . � " f :y + A - y ' /� xC�� / O � �� / �� b� C ' , } _ -_ , _ _ ';` 1 __ ., cj (�'� i � . `� . _ �... •�_�. �. q i� �i �>. c. - � ,- , t " - ��' ; +� �.,� ` - z g ,,' - � _ _. _-,.�, .o t,,: _ �� -�r �� ". 1\ . . f - o- �.r ��, � A' � .� ou i � . '�., � �. . . . _. y 6' . ..� _ <�' " - - - �` � �� e,' - _ ,.- _ _. 9 a � � V�� ,� C"� -M; . _-�_� S" .. `� � �. �,'� � O� , � � � % � � � y � � � � � � S / 8977'4 3""�E 480 .00' _- ,, ti __� --�-�I * � .�' /] ' � � � � � � �'"�� - ° - - ' � h' ` - _� c ' . � O'� �, � �� ''�`.a� � � ' �� J��;'� - - .E'�/ •f?� � .E?� .�' �� •��. T u El" �`?,n � ' -- -- - -- �....� � � � ,- �, 3 � ; �" -- .. --� . - = � - - - _ _ i � �`� ,i . , ��, , ,�� l� .� ,�� '�.,ti �. � �o `.��,t� �E�, , �� __ _ _ _ _ � , � F � ' -' .. � �`'�' ' . 3 iP � »,. - -- - p /`� `? _ _ , . ` _.__..___.__ '_. - . . ) �'��,` ._.. ----- ROW Gf �2 ,REES ,�,C,��: L14�Y A fEW 7PQ Sh'OYM, . � i , � _ . .. - =` _ - - - �' � `�h: �. i�` , . ._._. ... � � �.� ; r� I . 1 �,' , r � �- r - - �- � f� _ _ _ - / ; > � ..�� li ��. � � �._ �� .. . ,.. _ , `. _ � ' i . �. � �. _, ..s. r , , _ _.�._. . ,�. - N p J }� � � _•_-= .._ - l.s `M1�► y ` - ' _ . . : , . _ - ..___ . ,- �0�'� g A. Bp� � � a ,_ `�''� � . �,_, _. _ _ _ ' _ �' ��'' � ,�� ` L g , k _ --r .. 7 -- N0. L70T8 �. - _ .. _ _ 7k SSP. 12-31-10 * � PARTIAL TOPOGRAPHIC SURVEY �r �° , �'=20 s �� OA CSL�� : s:.,:�j.�._�.�_�.__��..,,...a_�.� ----� t_�..u.a_.�_..��.__�._ _. .,.��w.,.�� 9� Q. �c� > m m m J O H W S W= N�I �w �� o � � � � s � � N C� q °' o m � U O � �- � o ,��, � � o � � c � � � O � �' N � Vl �I m x ° -• v � � N � o � � o � � m � m � • T M m I v U � "' � c � ` � � � N O 7 , o � a � �� v � I.L � O Z � Ii Ln � N Z 0 J V Z � W a � V W � W � W � 2 ,A (,� V/ � a / � � � � O O r SHEET G� 1 � 4 DA� �Z/Z/1O JOB N0. 03242 a a � � a � � m a : a 8 N VICINITY MAP N.T.S. � ,.:; �'''� � // j + G✓ G - - -- - - - _- - - - - - - - --- -- - - � ' , r m' m k . .- I � �; - . . / � � _ __ . __- __- _ _' __' ___ �.. .. ... W O m ~ W = O S � i i + � ,P� � /�C - - - -- - ' - � �u � �.; = x , � - - \ � �� o� ,.- ' r., \ . . . _ \ ' _ _ _ �',. f' _ _. _ _ - _ _ " .._ � � \ � , . N � W � � i �' ,. /"Q� �� jr/� THIS WING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED �,�^� J� - � � '� I � ' , , . IN R�ORS ACTE WI71-I GRO ERTY R NES SH O WN HER Of�I Q E -- - - - — - - - — - -- - -- - � /� /' R . THE E 0 E f� ,p} i +� . � � ' COMPILED FROM RE�ORD DATA AND REPRESENT 7HE BEST NOTE: - �- -- -_ _ �" �, �, ' �� + GRAPHICAL FIT �E7WEEN RECORD INFORMATION AND THE TOPO- -- --- - - "''- �` ,.\"+\ - - �.� � ' GRAPHICAL FEATURES SURVEYED AND SFIOULD NOT BE RELIED -- PVC PIPE W/O SLOPE IS ASSUA/IE� �-' ---__ �,' -' __, '`' �� +/ ;.µ ,�� UPON OR LJSED FOR ANY OTHER PURPOSES. PURSUANT TO THE TO BE A T 2q MINlMUM. � �'-� �" i� <, G CLIENT'S DIREC110N A BOUNDARY SURVEY WAS NOT PERFORMED_ _ � ; ' '' , -°'"\ AT ,TFIIS TIME WHICH MAY HAVE DETERMINED THE ACTURL" - -- _ �.. � � _ / T� � PROPERTY LINES. - ' - - --- ````� S _..�., � + � - --- - - _.- = ' ..._...,......,-.�.._.v...� - r � / -- - -- -- - -- - " , . .' , � I � � \ / + j c � _ ` W � ` � ' � � / � � � '- ��OC�� d {� '� ' : __ -- — — - - ---- - - - - -- � � -- � -_ � . _. / �: , � : - � � , , _ _ � ; _ _ � � _ - --- -- - - -- -- � - � .. + . � � = � - _ _- -- ____ `. --- ---- -- __ - � , � � � � _— _..`: _ - --.." � � _ ;� �, , . ., � � > - -�� _— � _ _ ; ' + / . _- - _� - _ � � � � � _ � � ,� � _. - � 2 �;� � / �- -- , '�� , ; o . sr � ,., - _ �..�. . . x .- :-� �� + , � ,� �� - •� - �� k� - - ..p � , ,. ,^ � � ` - �" �' ,.0 - -.- 4� � i \ ` S - - :. ' �C � ,_ ', ' � / / � _ , _� ... _ _ . . , . .., :-- . , . �._ �"'."'-_..�- _ .. � o '; � ,,�� \ �� , i f`----- / � � � �� \r:- 3 ,;� �� \ _ ' ��'`� � - _ V Z }. ' 3 f ,; /. i P '. '�� / ' t: . � .�\ -_..___.._ - __ ��\ �� \- • � �'� � .1 " .•� / . �F� " ' _ -- _ '\ ��.�i-�"� N ' � ' (� � // /` i .. _ _ _ / Pi- � �/. ,1 �p.`� - -- -- -- - \�� - O ,`" M"'� a ° ° . . �. �- f _ � . . % . - :U� " / ' _ � ` ^ t _ ._, _ �\ �� _ , w c.� � Y , , , � � . , , ... . � .. . . j i �t,'� � . _ _ - 1�1 � /. '. i � ,,� � � _ _ _ � . ��,'`� 1�1 y � O _ , � � ^. , . � ., � �' � ' ,. _ - _ I • ; , �,/ . . j� � , ' , , j ' N � / /' ; f `' W ' : _- �. - � �. } - - _ �. - - ' � , - - --- - .r- : _ _- ; . / -- _.. - ,,� � ,r ,_ --- --- �\ - �n << \` � � -- - � , /� �� ' .'p�'� f � / �/ -- - - \� -- -- -- ' `� � ° " � ' �� - � ` " _ � � " �..� 1 � �.� � � x � -r ,. - _ - - - ,. � � t , ---- -- �, _ , ', � ` N ° o - � �- � % _ - - - - ____ - - -- --- ---- r,F� � � \ O - � � i -�. / - - - -- - --7�"-- -- ; �`� � , y ... , � - - _ MI v7 , - � ' ; / , ,, - - � i ' , . � - _ .. - ' �u' - - � m ° o . - . ,. � /' 'l ,. , - ... ` - ,,,' i � , ..'? _` �� I . G � p -�"� :�� ' \ ._. ,� � . :. , .--� � j / - ' Y � • ..�� : � �" ./� .. t . � 1 �• � � / �i � ` �j" _ __. � � � ��\ G� � 'C;, � c� in , : •, � ,.pp ,`f� /, ' � --- ------ \, � m co f � � � , : � � ; / �� ---- ` �' E -- .�4� � � ° ' / f' �� ,� • � -- , . . � � ��'� � _� - - � --.._ � -- � � . , � � , - � - � � �" � r�� _ - -- ,n o 0 0 �n - - � ' � i m oo � �� ' � . W., .� � ''�� t _,� ° `� o 0 0 � o ��,� � � __�� ' � ,�� , _ � a �° o � Q r;- �� 3 i � / ., , � �' '�r � e ' Z p o �. o �°.� �° o ° � o� ¢ ��o ,� °,ci ' � , \ � ` '� ' L v - � - ' ' , - . {! , ,. /_' rn - � � � " a,'a "� ° o; 'n o • ` 'n � °i n W \ �. \ � � � 4 I : - i '' ; : " �,Y'� ' , -, ' , -o �� '' o � Z Q, t� . ' � �o�° W �u II �n �`a ~ a � � i, , - , ,_ � - � � /'"� ' "y a. o v ,; � .o in �' co u� u � � i �� n u � ,, pF � - I "" i('. -�:" ^ ., .. _ ,. : �,i . .., , . .. _ � {�. � � t T ��T N V, \\ O+• • to •_ � �cp II � � II �op � II 0 II �� \ ,..', � � ::�; `I ' - \ I , // _ f �,� !t` O'� `rn ��,. 'o p II p ' � IIZ � • - �` \��'�`;� r �'' r -. � �/ �,`. �q, � - � �ac�'5 �ac � �ac� "i � ^ � ' , - , + ,r o � � at� �. _ � _ , � ti-.--- / • "u� o W' �D RE W1'� � � i �k'�� , ,. P �F - - . ' ,-- � - _ ��t� b ��, i i �:� F. _ � � _ - - - ,_=, i. . ' � C ` f ��. - • ..�'� �, �. � G - � � � � A � , � � .�� 1� v � �� ya e `�-- �� TO,Q v.. , y'� ---- �Nf� � 5 W .- � �Q�',.. ,(� j y c � �� ° 'o � " � " - ❑ �� - - �.' � ' ' _ > ,' � �- '� P � � u �� , '�, , - O F \ �' � c,',,< � � 1 `' � Q ; • G 0 ` � � u� -' '' � � _ _ _ �.. �. � \ ' _ , ,,�;�`� ,��. i� `�j ,! �� ,' �:�- • S . _ � Z . , ,. . � : .� .� . : ,, _ _ �, ,= � ( : ; u�*,. '� `' ,� „ �, y'i o�,� `ro �� C6' ,S� -� O P .: /, �.` � � , s� ,� 15x 10.L �\ ` .. C �- � . Y ..�/..`.` _ -� -- -__ � � , . , , r�=P. � ,�� : �� , o P � � �� .OF O , , - , . - � -- , . , _ <<; �,� _ o „ r � ,� - 1� ;. , a�, �� - ��.� Z'�� ' � �`" �� -- s — r, ss — ,�: I � �, � "� - --- -- - � J , , :,�'� r ; �.� � _ ,n ' � � � � ss __ A -- -- - . ,� � � ;�` �._ o ,: Y� + � , �� .. , ` �\ '� 1 �� .,. ;'�� Q , � • M , ,. t ; � , UQ'; ! - .� R �� °� 5g 1� 'o a °'a, R� P nor� � , ..F�- \\��, _ r" ; _ W � rn `�. �..I 4 J � �' � i ' \\ N �� 1 � � S _ 0 E WALL W _ . 1 "� \ ¢ �� _ . _. i � � -_ . , .s , , . - > Q - , _ . . . . . . .. . . . " 1 f _ - � W . I - w _ ti _ _ c, Z _ __. � rn" � � , �ti 2 . �, i�� l . . . . .. . r � .. - � t /_ � a �r� �° � � a " �z o �ax N '` �` -. 'S �\�I -\ * _ _ � O , - , .- � � - =. "' - _ , _ . ,:- r " A t�. ; _ _ _ �c� , � �� —' � s s \ `��\ � , ,- - „ __ ._: - � , �: �. : ` _ % '`r �Q . ' � y � o t` ' ' �i � Q Z r �� i �� ` 0 Q� <:`, � _� i . � � \F �'9 C /� � �;;:: �1 � / j ,.�� ,V� rn o _� ° r -- -- ; - �` �� \ �" L �T�'� � C' CC�/ \ '`, ` O � `�- i y � ° � - �\ \O�, � S� ` � � '� � �, - , � a, . .'" ' ' � _ _ > �.,� Ar � \\ - GP / , ' , / N o F . �� ,. �\ , �� 7 ��, GB TOP � •� �, , �� y � f ` � ,� � � ' 4 .- '�� , / j ,' �'�' �, "r Q °� c �, � � , ' f � �,oSO� ' �.'�: Y'�� T �� \�� w_ \ \ � SS CUl �Y' - - - - - � C� - �'�, % i � �' �N� � � ��c�'i(,, A ; 1 A � �� :�= ' � / � ' - o!''B �°.�,�� __ � 1 �'�`',� ',�/+, f '�� -\ w� , � \ \ �>' N -: - �', t = a s- �: � e o��` ° v' �� " � ° �` y � , �' � 'Ss �—= � ° ` '. � - ,-- - r � � 3 B" 4 P � c � = F �� V C/TT �' ;'�� \ � '_�.�-- —`�� _. „ . " � o _ . _ � � _. _ . -%,� � �yy �g15 / � , - � /� , " -- -- - --- - -- -_ - `�'� \ \ ss - � �' - `\ �\ � �` �- i � � � `` H� � C3: � �,�t� ,: _ 4 �' J - _, j� _ � EA� � , ± ' . t. , r ` ,��j j - �, - - _ _� r� ``\ �., - � , ,,w 5 ' -- -_ �. � cF: �" �� o � .. r ��, ♦ _ _ �. ; _ _ y ps' � � \� �_ �,_ S , � ' ,_ _ _.: �%' � - -' � � _�� - k' p 00. i � . '�'i � M .I '.�` '�6 _ _,i :�� ,�F'� � QP �, F� °'o { `b 5� i�:: - ._ � � � � C �� ,/NF �Op� Oj�t�� `�. �T� � ��W__�.j= �.,�' . � ... / ''� � '" � ":. � � - ti, 1 � ~ �'.o _' ` GPP r � ' . \ �6 �� \ R ° � M,q �\ ,O ' � ..., � . � ':� �"~ � � - _. . _ . , . . .�;�/�,Sn:.GV� ��I �q,. 1 •� � � .� �/ / h s�v ef �Rp�R ..�'+y�S6.9 �� ,_"��, ;��" _ , � 9• . � � -_,. _. �:�;. �� _ - . � � � � � � � �' . Y� f�, 5 � � / � � M �� . ��. ��1 z / ',-_; -' i- `� . � 1 C i S '�(�'i_ v : 66 1 / i,�• . y ,�` \ / ;- � P� 6 ZL� � � \ ♦ k 0 �`�• 'O G /� / i O '{Ji � � � (;`� � � � � f,. '�y, 1 `� � ♦ 9 � / .� � ,-.�\ A � ��:,��) ��:'"' / _ _. �'. �i,��.'Q L�"�( . °' ,o %� .� � °' u ay W� / J+ 6 �'j \ ,`,>: �V � - �1 `� � ` y6a � ; a " x � � . �� .�NE � � � { \� � a _. , '" " % `�. . � ..,,. , e , ' . - " .' � �'_ 0 c � �r - _ k ,� , �, � Z , , , . �.� 7 , .` , _ N� _ _ l ,n ,- .'(i" � � � � ' � /�� r? � - _ - _i -` Oi ' - ' � .- ,. � � . ' � _ . \� , � ; , ,. 6 b h ` c 'a�:; o �� ,� . , ' _ 63 � i ,, rn . , �,' W ' � _ � . � , , {(`�� 1-� / o ,�_ � ..k� �� -l. /� I 1 1 -, Q V > � � � � L O.' _ d , � ' - � ' '/ ; i�_ _'' . " -. �O . ' �UPPER .a • -'_�"- �yy ''y � Q � .� ` .�� ] G � ( ��.i� i �0 $s0.0 . . M.,_ TERRACE t M r� / / _�., + i � Z Gf�:J� � �" �;�. � T l�' � !� � .��lA�' � �� 2 41 V7 _ .. � / � ' y ., . ��-� O !.-, � � � ': . J . � , , , J� , .. � - �- -�- - _��. '� . po , �� _ -.�:; _ � � ' � (� �, ., � $ ,,:� . - ,� _ _ - - �„ � , �, ., ._ , ,�� f � R �p �� _ - ,_ ,..;; � . " . _:� � . � � , �_ " y6 'y4 p0 _ ° � �, J _ �...,.,` , ..- � p �.. O � �' Y:+ � + I � vl � � -�� s �c '%, ` ;i- P��_,�,�1.� S �.�� °s.4 / �' ':c�`�� -' � �.s - _ -. - +� n � g + _`�\ - _- � _ � � ; -'y . o F 30 _ � o * � �, o' ; '- , � .p � _ �. � ; k � / 61 p0 .�G • �., ' t m ^ o � r' ' '`i _ _ - ----" �l) � .�(�� 6� S„ pQ4S .:Nfn � � .t tn : � i d .� 0 FS� � � e � _ o �; 'o l '� _ s ,- : �`'� �` �ti '' _ : _ _ __ � ;�� , � 89 � �� _--- � _ , - � .:; ." v' _..-t>. � .. ... ..,_ _. .. - SHEET ` J - - �� ..: � .,�. __� - • � " ` - � . � � 2 . _ / ,. ,T ° � E 480 0 ' 1 � , , , ,. r l ,, `"�,�'y`�� g D� � `.' �'La ", - _ " �J�'� ��' � �c.JG �� - " JG , � v� � ° o i � G . ,� JG �o � °o , -° `��' �6� 1\ ` � k cj � �' ? � _ � `i� � . ?`; �F, % - ,,' ' � - '" r� , � q F,� _ i� � ,; �` D� { •��C__ _ --- QF' ', �`y - r o h �1� � �'' � $ � �, \ � v vi o --. ��; ..='� � �. �F.�` -- -- - ° � ; �( . �� - - � � � „ �' . � 4� � �o �� o � au ao � oo Ec � � �\' � � _ �n 14 � �o II �o N �o •� � p �,,� � r " ; Ra 4L ' ` "' '� �� < '�� 4,� p , `*71 � � _ �G � � � u� . �o $ �n u �o N � F,F' � � ��'�� $ \ '� - � .,= � �^ � II � _ _ ,` OF �r� -- V `� �W !� II p � � i u ^ n ^ p ad p �+ : � 4 . =�� '�� o t�;• � � � t�' ��- � �o ro a � � � � � o� ,f o i� o o �� i� �� o h � ,�/ onre 12�2�1 O � ROW OF 32 ?R,�E�S (,'VOTF: GNLY A FEw'��t�ES � W, � Z ° Z oZ Z oZ • a JOB N0. � •�--___� i 03242 $ '" "' _'_ 4 � �=� /, `�� - - - - - - ._. ._ �' � // i �P / / / � -- - - --- - -- - - ,�� ' �. EROSION CON7ROL NOTES ! �: , . , �.r �� --- f�� . / ,.-� ---� -�-- - _ G P� '� : \ 1 ' `-� P � -�" - �� 5 �� THIS DRA�plHQG REPRESENTS A TOPOGRAPHIC SURVEY PREPARED EROSION CONTROL MEASURES SHALL CONFORM WITH THE CAUFORNIA STORM WATER -'� a - -' � � �! .' IN CO RMANCE WITH THE REQtJIREMENTS OF THE LAND �/� ' _ , `L : ' ` t� 1. � ` � �: SUR YORS ACT. THE PROPERTY LINES SHOWN HEREQN-,4RE " --- ER�SIDN _ CONTROL LEGEND ��`" � OUALITY CONTRO nBOARD AN SEDIMENT AND THE / / C PILED FROM RECORQ-DATA AND REPRESENT THE BEST - --__ ___ _ --- , �`��\ _ COUNTY OF SANTA CLARA REOUIREMENTS INCLUDING: / + RAPHICAL FIT BETWEEN RECORD INFORMAT101�t AND THE TOPO- -- -- __ � , �' � / �RAPHICAL FEATURES SURVEYED AND SHOl7LD NOT BE RELIED ' , a. STABILIZE ALL DENUDED AREAS AND MAINTAIN EROSION CONTROL MEASURES , _ r ;` / /�., ', f UPON OR US D FOR ANY OTHER PURPOSES. PURSUANT TO THE LIMITS OF GRADING ES ALONG DO EAA7 -- ALL INCLUDE INSTALL STRAW WATTL 4VIHSIR CONIINUOUSLY BETWEEN OCTOBER 15th AND APRIL 15th. STABILIZA7)ON SH _ ' "/ + ;. I:,,`� CLIENT'S DIR CTION A BOUNDARY,5UF2VEY WAS NOT PERFORMED - /." : `�� AT THIS T1ME WHICH MAY HAVE DETERMINED THE ACTUAL - --- -- -- ', - CONFORMANCE W1TN DETAf� EC-7 THE CAUFOR / WA7ER O�LIT?' �; / � �� h ,�I' PROPERTY LINES. " - - -- __ _ ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK. �, + -__ __. ' b. REMOVE SPOILS PROMPAY AND AVOID STOCKPILING OF FlLL MATERIALS WHEN �., / � ,' ' INSTALL STABILIZED CONS117UCflOAi �Af7RANCE - G�� RAIN IS FORECAST. IF RAIN THREATENS, STOCKPILES SOILS AND MATERIALS �, _ _, _ � SHALL BE COVERED IMTH A TARP OF OTHER WATERPROOF MA7ER AL � � � c. STORE, HANDLE, AND DISPOSE OF CONSTRUC710N MATERIALS AND WASTES IN A i ` � ,'?,- — — � MANNER WHICH AVOIDS 7HEIR ENTRY INTO LOCAL STORM DRAIN SYSTEMS OR WATER ' <�,.' ' BOD f +/ , • : - � �_ `� - --- -- - -- - - __ _ � - - - - I E d. AVOID CLEANING, FUEUNG, OR MAINTAINlNG VEHICLES ON-SITE. , { � �. _ c ' � - � -- - - -- e IMPLEMENT THE APPROVED STORMWATER MANAGEMENT PLAN PRIOR TO THE % / -• - � y._ � ' � _ --�_•,::,�` __ _ _ - ! 1SSUANCE OF A BUILDING PERMIT. + + - �/ %�.,' ' ,,,..,,..,•--�--"':"`��_�« E _ - - - -- /'� .- � ` _ � � �`` � = ' - _ (n J 2. ALL MATERIALS FOR THE APPROVED EROSION CONTROL MEASURES SHALL BE IN + ' /,��;_...-,_,....-_._»-•ti � - .. .. t. � � �� ' ' '�`�---- �- :, � ` STq kES 1 . � 1: PLACE BY OCTOBER 15th. � '` � � � ' / ' � i'� \, ,; \ , � f - ---.., � � 3. EROSlON CONTROL SY57FMS SHALL BE INSTALLED AND MAINTAlNED 7NROUGHOUT �� '+� J �� / v.� /� , �! ` �' '. �� I � THE RAINY SEASON, OR FROM OCTOBER 15th THROUGH APRIL 15th, WHICHEVER IS c / �� ' 4 / \\ Y -_ - - - - - - -- - - - �•-�_s , LONGER. � � �. � r� � d/ � '%� ' 'i� '� --- - ' � ��"'�^-� 1 - N 4. IN 7HE EVENT OF RAIN, ALL GRADING WORK IS TO CEASE lMMEDIAIELY AND 7HE f . � _ - - � '- � , + ' �`' ;> � f , ��(� - � � �-�L ! -' SITE IS TO BE SEALED IN ACCORDANCE N?7N THE APPROVED EROSION CONTROL f - � ,: _ � � ' j _ - --- - `'�-��`\ O MEASURES. ` f \ 1 _ J - � , - . - - _ � � � � � '! ,.f / �,,' �`I _ \. .. � �' � '•� % ! �,�` ! / _ - - ` � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION � l . . � / i i � i --- `_ � \ - - , ,. ' `' ,' „��`, � i j / / �; �. _ �; � � � � ` CONTROL SYSTEMS AFTER EACN STORM �' i �� .. ": ' - � �. ; ! i. i. _ _ - �. - �� • ' � � ' � - - �. OF ISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO TIiE ' �' � ' : � �. --- -- -- ' SA7ISFAC710N OF 7HE COUNTY INSPECTOR PRIOR TO OCTOBER 15th, OR FlNAL -... � � ' _ _ _ _ �., , w � ? . - / ," : % ' r 'c � { --- \\ - -- _ � 1NSPEC710N. WNICHEVFR IS SOONER. � P' .. P - j ; � , ...� 0 � . T �ti � �� `� � �= �F� , - Q� ' ' ' r '� � ' `` � ,.t� P.�' �j� ` -- F� 7. ADDI710NAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY J � � �v'' ' ! � _ - - - __ _ _ __ ___ ___ �P� (G ,�� '�v '� , � ��,"�" � THE COUNTY ENGlNEERING DEPARTMENT OR BUILDING OFFlCIALS. �' � ` !/ '' , y, r I //'' - ,.,, �l - 1 � \\ 8. PROJECT SHALL PREVENT THf DEPOSlT OF DIRT, MUD, SAND, ROCKS, GRAVEL OR �� j� � �. `"/ - y �;. .�h ' -�. I , I DEBRIS ON THE SURFACE OF ANY STREET, ALLfY OR PUBLIC PLACE OR IN ANY PUBLIC '� i � /' „,; d� �., I �: �'�, t STORM DRAIN SYSTEM. ANY ACCUMULA7ED MATERIALS SHALL BE REMOVED fMMEDlA7ELY _ � j � � � _ _ _ _ _ �' � ' � - ! BY MEANS OF DRY SHOVELING AND/OR SWEEPING. � y . �' � -- INSTALL �T�4BIUZED .. _; � - , ,� ��/ �� " , CONSTRUCTIQN � �-NTRANC :� � 'r'! ' PERM�EE PROTEC710N SHALL BE IN PLACE PRIOR TO THE ISSUANCE OF THE GRADING �- �INSTALL ROLL- BELOW � -� � �; �; _ - � ��- � . . /� � - _ - ' -.--��-�-�"'i� LIMI TS ; OF GRADIN� � 1 .4 '' �'� / . _.., ��--�---�--' ' _ \ `' , , .' , . , ;<.. - . - - � � . I ; - , � � \ ' � �.P�' +�.,: ��'`� "`__..__-�-�- -n°.,, � _�" ��` ( r ' ; � � , _ � ,, • �,� � �;: . ` .. , � ��, - - - ` '_ -. _ - _ 0.� - --- �r�nu .mosc«r / + � wOQTi <<FT. wr'a � E ti �� •�P •.:� � \ � z�� , � .- , � , - �� ., - �� - � ;: , : . `� _ � , � -� �� ' � � v,a � _� �: � � �ves w�ae �� L � f ' _ -- ��\ � /OA r � O v �,./ / } __ � � ^� ,`�, - , \' � � �� - / � � U. GP - � ° � �,�a � � �J r' xl �/ / I �.�_ � - Y=' - "�'�\ � ��, �"``) � �� Y � �1 i �,' ��' -� � V � ' �� , ; �P -'' % ; �� .. � � ��' � �� . � :' ,��' _ / / ss --- _ _, � �: ' �` \ ,:� 1 � :� `• � � � ss � �, � '�'- �\ C` - " �"• / / � � r _ f \\ -- - , , S �}, �� l ENTRENCHMENT DETAIL f �'� - j� �' --- � u' \� /N fLAT AREA �j w� ' �. S \�, \ : L 1 / . +�� C .�'"� -�S � � ' � - ,� ,� �., / �y,v � _ � ' �� sr'� TF,c� � , �p'`� �_ � � �3- } � -, • �, \ �' -I ' � ,4� C' . \� �_ �q;� i�:_ - �. _; ,G� , - --- \- --. \ � �h\T \ � � � �\ �++� � 53 , ' % � - � // .� ��:\ �\�oG+ � S.c- �� cg\ �C' � + Y �-; . ` \• �� ,� �r ��. o � pPo % ti �� o •t� �_ c�� T � � ,�, w �-F 1 � �� -S' r � �/ � � � , c oR� a _ v � �'y� � LF � 1 S'' � a P - �C� ��<iv�. � � � � � � �;: � % fi � R� ; � '' L � � - t `� � � , �,. � vJ GP � Q �,.� ' c °a �`� - _ ` \ - ' Y � , \� �� `. ,\ \ , ;: ' . �, s�" _ ' � B" M1N. -2 TO 3 /NCH - ,� , � � =' ,�R `�, � TT.��c- � "^ �v STONE PER ABAC , . , . .._. , �,f " �, , '- , F ° ' / ` \ \, PUBUC R/GHT- _; ' , _ ,. : � ,. ' ` "` -�--- -- - REOUREMENTS OF-WAY _ � � - . , . - � � � / - \ � _ -- -- � ; : �� 50' M/N. � � �� R�+" ' , r � - " - - -- - '�� % _ - / �,�t � ��L'- � ��` � " - - - � � � � � � a �� _ , �;; � =. u - - � � . ., ., � '�� . , " _. � . . ":rr�.� ,� ..--�"� _.. i ' P�� f � ` -- - _ l ' � ��"°< < '�\�. \ .. \ \ .. \ \��.:\ .._\ , r 4 G . r _ _,.. � �� O� ��R . ./ � c� �, ,� ;' � � ' / \ F ,, ,� � Ex�snNc f ` L', - , �"�` 57� � B eo' 1 S�F GROUND PROFILE PROVlDE APPROPRIAT� 7RANSIAON , �" � � �' / ' -` Q Q' \./�' � R R � . ' BETWEEN STA8/L/ZED CONSTRUCT/ON � \ � � 'c� ENTRANCE AND PUBL/C R/GHT-OF- .� r ` �� n , /r,� � � � � � WAY Yv � � � - ... -' ' R , �- .. � 0 � "NG i , � � ? ` p P � j / '� ,!� , - - % � �' � ;. �,c '-� -_ ; /'/ �� ,;,� , '� , , i y� � ,-' / � ' - _ ` � - _ __ I _ � • - � i � i c ` n /�� - �� _ �� c• ' - � " - �<' � �'' cjT P• 1 - UPPER � �\ r � E �F .i' -r 7ERRACE -� � � �_, .,,' r ,, L . L �� i ,. , � - ��•.� � �� - . r --: : , _ c - , � � k -' - �� ,,. — — -- ��— — — =-� �: �. - , _ - , : `� ,� t� _ _ _ - � -'� - ' _ ---� --- _ �-�� , .,..c _ � � _ �' i � I� �' / _ _ ,., .. � - � ,, _ ' � . _ - `' `;`l rl � - _ ` + ;. , . , .: ; , , . - .- i .. _, , _ . , ; . : �- _ ' �. .,�_ �� _ . -- J�. , -' � � _ - -- -- , : ' � - . -- •�4, - - _ - � -, .-- ` . � r . _ _.. _ ' ��.. , ,,,- , _ -- --- -- _ � . . , , �� - S 89 17 43- E 480. 00 __..- �-� , :._ , ,�: - �� _... v — .- - � - — ;�\� ', _ ,,� ,^- `J G , r � _ G — t. , ,�� ,- ,,�� 4 ,. �c� _ JG �J , J., � �J ,� �6, , �� ,'� <� - � �,� � � �,t� _- _ �' ,' � 6 ,` p �' ,;', � ti � , °� ��' � - ,�t �4, ,'� e�� t-',�`L h , ��`L %� �� , .��'� 0, "��`,� � ; �� ,,..�¢' � ,� `�. ,� �� , `i � �, , � _ - - 6 �,��,�' ,,� � �y« ��.`Q� - . '� r;, �� _ v ,_ r = ;� S� F.�b✓ Or 32 TREE� (PiOI�• G^!iY A FtbY' TRcES SHCWPJ) -.__ _._. __. i� 50' MlN. � 3 � � � - 4_ � Exisrnvc� �` -' � �` '� � GROUND �-;,�- :--� -�-� ,j^ � �� ,� - . - ' � PLAN � STABI LI ZED CON STRU CTI ON ENTRANCE N.T.S. MAINTAfN ENTRANCE PER ABAG REOUIREMENTS ADDING STONE AS NECESSARY. IN MUDDY CONDI110NS IT MAY BE NECESSARY TO WASH WHEELS BEFORE EXISnNC S1TE. THIS SHALL BE DONE ON A SEPARATE STABIUZED AREA WHICH ORAINS TO AN APPROVED SEDMENT iRAP OR BASIN, CLEAN 7RACKED MUD FROM PUBL/C RIGHT OF WAY lMMEDIAIELY. } m m m � ° Zr i. ° w� G = N �I Q L.l � � w � Q W S � o �� s � . r Q °' o � ~ U � y � ' I v � �� o � <n a0 � � o v N � N � y O � 7 � �' � ` o � ' o � ~ m � m � � � . m I U � �� N O 7 . o v a L � � � a � � � O O J m V Z Q � Z � � O W � a � r � N � r O Z � Q Z J O � v+ 1.� W a d SHEET � " = m � � 4 � N � DA� � Z/Z/1 O N JOB N0. � 03242 ENTRENCHMENT DETAIL lN SLOPE AREA FIBER ROLL N.T.S. In the Santa Clara Valley, storm drains flow diroctly to our local craoks, �nd on to San Francisco Bay, with no treatmant. Storm water pollutlo� Is a sarlous problem for wlldlifa dopandant on our watarways and for th� paopla who livo near pollutod stroams or baylands. Propar managament of construction sites raduces pollutfon slgniticantly. Thls sheet summarizes the "Best Mansgement Practicas" (BMPs) for storm watar pollutlon ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION � WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Dlscharge into the storm drain prohibibed It shall be unlawf�l b discharge, a cause, allow, or permit to be discharged into any storm drain or n�ural outtet or channel all waste, including but not restrided to, sew�qe, industrial wrastes, petrdeum produds, coal tar or any refuse substance arising from the manufadure of gas from coal a petroleum, chemicals, detergents, sdvents, pairts, contaminated or chlorinated swimming pod water, pestiades, herbicides and fertilizers. 9.18.070 Aocidental Discharge AI I persons shall ndify the Directa of Public Works b� telephone immediately upon accidentally dischargrg wastes to enable co�ntermeasures to be taken by the Gtity to minimize damage to storm drains and the recev�ng waters. This notification shall be follaved, within ten (10) days of the date of occurren�e, by a detailed written statement describir�q the causes of the accidertal discharge and the measures beirg taken to prevent further occurences. Such notifications will not relieve persons of liabilih+ for violations of t�is chapter a for any fines imposed on the aty on account thereof under Section 13360 of the Calfforria Water Code, or for violations of Sedion 5650 of Califomia Fish and wildlife Code, a any dher applicable provisions of Stateor Federal laws. 9.18.220 Violation* Any person who violates any provision oF this Chapter shall be guilty of a misdemeana and upon convidion thereof shall be punished as provided in Chapter 1.12 ofthe Ciry of C�pertino Muniapel Code. Chapter 1.12: General Perialty, Section 1.12.010, paragraph D, ��•: Unless otherwise speafied by this code, an iriradion is punishable by: 1. A fi ne not to exceed $100 for a fi rst vi d ation 2. A fine not to exceed $200 for a second viol �iai 3. A fi ne not to exceed $500 for a third violation of the same chapterwithin me year. 9.1a240 Clvll perralty for Illldt dlscharge.s' Any person who cischarges pollutants, in viol2tion of this Chapter, by the use d illicit connections shall be civilly liable to the City in a sun not to exaeed twenty-�iv�e thousand dollars per day per vlolatlon for each day in which such VIOI�On OCCUfS. *Excerpts – For complete CODE language refer to the Ciry of C�pertino Muniapal Code. C up�rllno Bulldinp D�pt: 406-777•727! PuEllc W ork• D�pt: 4oe Santa Clara County R�eytllnp Motlln�: aoo•eo�-e4�s www.r�AUe�w�st�.ora www.r�evel��tuff.eom Sm ■11 Busln�ss H�zartlous W ast�: ♦oe.x�s•tsoo Cup�rtlno Sanitary 8�w�r Dlstr 4oe E�nta Clara V�Ilay Urban Runof( Po1lutlon Pr�v�ntloo Prpm l00-7l1-24e= Stat• Ottle• atEm�rp�ney S�rvtc�• �•eoo-ess-vsso �z♦ nrs� R�portsplll• to 911 APPROVED BY: `�'z.,� C�- u u lils �- �o. 2�, 09 RALPM A. OUALLS. JR.. RCE 22048 0l11 DATE General Construction and Site Supervision Storm Draln Pollutlon from Constructlon Activltles Con�tructlon sius an common �wrcsa o1 ttorm wNSr pollutqn. MatMala and waat�� that Elow or wnn into � norm Orein, quttar, or �trsat �w� a aKlCt implCt on IOtal creska snE th� B�y, As a contractor, or �k� �up�rvbor, own�r or op�ntor of a �It�, you m�y E� raponslDl� for any mvlronmmnl damap� eau�M Cy your �ubeontncton or �tnploy�N. Qenero/ Princ(ples O Kssp on oM�rly dt� antl m�un pooE housekaspmp prac6ces ars u�etl. � Malntaln �qulpm�nt properry. O Cover malerlals when they are not in use. O K��p m�t�Aals aw�y from stneb, �Mrm Crains antl Orainaga channsls. ❑ Eneurs dust oontrol watsr Coasn't Nave nte or di6Chel9B l0 6fORf1 tlf81f18. Advance Planning To Prevent Po!lutlon O Sch�duN �xuv�tbn and pnAlny aetivMlu for Ary w�ath�r p�AoA�. 7o reduce edl xosion, piant temporery vegetatlon a placa othar sroeion controla befwe rain bepine. Usa Me Eiosion arM Sadimenf Contro! Manual, avaiieble from tl�a Regionel Weter �uaiity ConVd Boartl, ae a reference ❑ Control lhe �mauM of runoReroasinp your site (espaUally durinp axeavetion!) by usirp berma or temporary or permanent Orelnaqe tlRCMS ro Clvsrl w�tar flow around the eite. Reduce trortnwat�r runoM wbclda Cy eorotructing tsmponry eh�ck dama or Dertn� wMn approprlaro. O Tnln your �mploy��a and suEeonh�emn. The city ean provi0a �roehuroe about thsa� iseuea for you lo Oiatnbute to worksrs st yow COf1llNGllOf1 6118. II1�ORf1 YOUf SUDCOflI(8C10f6 about the slamwatx requiremeMa an0 Meir own neponsiollitiea U�e Aluapnnf lo�a Cban Bay, a conatrvction beat manep�msnt practic�e puide evaila�le al our Builtling Dept. wunter. Oood Housekeeping PracNeea 0 Msipnata o�� ana of M� �It� for auta parkinp, vehici� nfusliny, and rautine equipment meintanance. The tlesignetsd erea shaultl Oe well away han etreema or storm drein inbta, Dertned if nscauary. Make maja reDain off aite. O To pnv�nt oR-�Ib tneklnp oT Alrt, provWe sntranns wlth etaDllizsA �qqrspeta eurtacsa. Or provi0� a tin wash arsa. ❑ Kwp maaAak oul ot M� nln - pnv�nt runort eontemnation at Vis aouree. Cowr azpoeeA pike of wil or conatructbn matenais wiM plestic sheednp or temporery roofe Befae it rains, tweap an0 remove materiele kpn surTeeee fhet Wsin lo etartn draine. creeka, or channels 0 Kaep polWtint� oK eaPo�ad suA�ep. Place Vash aro �nd rscycllnq receptacles eround the eiro to minimize imer. ❑ CN�n up Nak�, arlps �nd oMar pllls immsdl�bly to they Eo not conumMSte foll a prounuw�ror or Nws rsai0ua on pavea wrlaua. U�e tlry Ueanup msthods wh�nwsr po�al61�. It you muat u�e walsr, uu just enouqh m kssp t�e dust Cown O Cov�r md malnlaln dump�bn. Plau Cumpstero under roofe or cover wim terpa or plaatic nheetinp eaeured around the aula�de of the dumpater. Never clean out a dumpater by hosinp it Cown on lhe eonawaion site. ❑ Pl�ce poA�bk tolleta awey from srorm tlraina Meke wra portabls tolleta are In gooC workinp aCer. Checw hsqu�ntly fof Nik3. Materlals/1Naste Handling 0 Practle� Eoure� Reduetlon -- minimize waste when you ortlar metuial�. Eetimate carelully. O R�cycl� �xcuf m�NA�b, whenevx pwSlDlf. �ueh aa concrsle, asp�ah, scnp mafal, solvems, Eaproaem. Uearetl vspstatbn, pap�r, rak, anC vehid� meintanancs matrnala such aa u�atl oll, antiheeze, betterieb, anE dre6: www.reAUeewaate ort ror irKO. O Dhpo�� of NI wastu propaAy Matenals Met eannot De recyUea must De taHan to an appropriate lend(II or Diaposed of as hazsrtloua waete. Never bury waste materials a leave them in the sVeet or near a creek or atream bed. Permns O In additian to bcal predinq arM builEinp pertnib, you will need to obtaln coverege untler tlie Slete's Generel Conatruction Activlty Stortnwater Pertnit if your conatructlon sHS'a dlsturbW ana totals d �cn� or mon. Informetlon on the General Permlt wn be obtained from the Reyional Water pualiry ConVOI Boertl. (This critene will chanqe to ane ecre a� of Mar. 2003.) •� � • � �I � � � • � � i� : �� .�1 ��@ ❑ PFUY��od�sardladrapinprreEe�eln �Of11A11d td if117/�7tIQ 1�14T11f1�1 lspb ar fealed �faMie rie�r� 0 8dlidNyaarVadeca�anpcjeCls AalrydYweatlw. ❑ U+ebrtpQarYde�icda�sadediesro a�ec n„ar a�e„ r�m� �mnean ❑ PIOMfldOR11A*e1A1C1Y�¢/l�' �Nd hea, mtNwlflr, ar dhe aedrr'eY � ❑ ��,�d�r�a� ovvarQ�y� ❑ am�e �am, �ee�, ana ar,�, d1Bf11�S kd00�S Q If188hBd Qlg7'eQe f�fl� ❑ �•o•�•v�ar.�rom II�'1�016 Q1 �! �. f�f!! Q�� 119A �d 1!B Afl9d9! ffi (fOdl� d!�! d 1t1lEd, ErtaY OOi81fMS Ifl thD r�rL o�eauzead�� A� ❑ h0.qntinoi iedderbwlha+6ede�din0 �a[Net! lav4 �daiad4eetiririrpsin y�.dr.e0e4oEeis. va�ewn bead�eaed ad mrtpoeled b�I IFedlys arvadQa ReaiOab ae amusp�d b mrrpoet yea�eam male u,aree�.as a �ke yedr�ee0eba IadfN Mhae d vi be �� ❑ �i�C�001f1i�fd'Glld fdOdlFpirqs ad plflry MeeOe b�l�dll lh�aanp�yad MeMe (BR'! Nenb�r I�lend erd Za10a Fm laiddl ae Mre f��q. ❑ �ICIdONQ1�B�lBY96�I�D aieaaeet ' .�Ortil Q�fl PdI1�lOf1 ' TIOY1 L�� a+��ad Irne�e tln Ya�nad 1hR �rth ad psden dierriaA6Mi nndilolhee�imAaeA+irO irq�ionav� �7 rdin yinNrq pod wer mtar:y aiotro a,d �� erra�dbatrmd�ax mseaierri�lsae bxbs}sticra f�0{�OfI�I�B1�C D��p001dOI�S WBn il'StirlEb6an e pOd, �a ? ff%+faR NeAee be�ue W call Ce QPaOro Str�tay tr� C�hiu tdaeyou s�arttQh.a,� Q,da,oa m Acwral�reebiaiaa baia�o�vpe.atian ad Is�dinOqbdel deeninB Meeb (� ae add �. ou�,sgeno�e�aoe�ma,ea� b"dS I�QC�y �d�41Q�18 f�dBf1 h0lQ Fki�+�w+�r�eerreybe per;neea b� laal � ❑ I�sd�ctspePodafpa�toa MrataslamdrW� ded+r9eeoa tf�/ �911e C�li101�. � II p�li� vJ� erF.qiry a pod v s�R Id WQIIB dsPeleftT a few�B aid Cla1 �eaciehanev�eoa b�dra�ine x ga�dN pb�I�C�ldim ❑ R�Rtu�CqpM��d�IqrrJcYa Q7f6d ��D VJtl1 d110fIIB Q Ca1S d1�1A�1�l6, lU�1 ffi �O�lll'1 hlQlldl. �� ❑ Nera►deriaf0aln1hee6aetvreaa �OOIm�aY� f�neemtrid7eend �OT �d 8 �71 }IE9! Qb 8 d1t a9E1 erdepedefMa�nitoadl Cf�ed (47Bft C�7fH�0.8 ��1 k11fIB �h� ❑ Mthrs N roal�ie drtss, �all QPertlro 9eri�ary h M�ae m �ldM�1�1MS �CA�I Q IIInBA� D� ��. Earth-Moving Activities Storm Drain Pollution from Earth-Moving Activities Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains when handled improperly. Sediments in runoff can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion control p�actices reduce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Practices During Construction ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Protect downslope drainage cou�ses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runoff around excavations. Refer to the Regional Water Duality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. ❑ Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 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 Stortn Drain Pollution fr+om Pairrts, $O�V@11�5� 8I1� /�'1E,RIVe.4 PII peinb, sdverrts. and a�esives cardain thernicala thet are hertMi/ tD wildrfe in local aeeks, Ssn Frx�dsoo Bay, and the Padffc Oceen. To�dc chemicals may oarie from Yquid or sdid produ�b or 6om cleening reaidues a taps. Pard materid and wastas, adheaives and deenirp fluids ei,aid be �e�yaed wne� �d�, a� d��d a prp�erly to prevern the.se materiala from fbwing into starm draire arid v�eteraourses. Flanding Pai�k Pioducls ❑ Ksep ol liquid peint producb and vraatee awy Trom tlr p�r, �M�at mid atarm dratns. P81I1d118 ry. @9/!!!P O Plever dean trusnee a dnes p�tnt co�kalners into a street gutte►, atorm drain, Frw�eh dndR a craak. ❑ For w�0er-bfsad p�lnts, Peint out brusl�es to the e�c0ent possible, and rhee irYO an inside siMc drain C�at yoes to the senitary seaer. ❑ For ail�be�ad psinb, Peint out brt�shes to the eoctent poeside ard deen v�th 1Hmer a edverrt. Flter and reuae thimera and sdvenb, wt�ere possible. Dispoee d e�acess liq�ids end residue as t�rdous �. ❑ 1Mien lhorcxqlVY �Y, ��P�Y P�M �s, used t�el,es, ra0s, ana drao aana rnay be a.aoe.a a.. s.�n.g.. —�, � � ��' �II� /�Bf►IOVB� ❑ Patrrt chfps and dust from rar�l�rdois �Y �PP�� alld YfIfI bblU11Q IT18y �! swept up or odleded in pWatic drop doths and ��a o� � �,. ❑ ChatNcal print sMppirg resldue. and chips and dust from msrlrw pelnb, or pairds eaAaitd�g kad, mxeury or tributyl tin muat ba disposed ot as F�ez2rdous waetas. Lead �sed � � �ea�:BS a s�e-c�n�ea c«,aaaor. ❑ 1Mien strippinp ar deeninp 6ullding axtxloes witr, nign�sure w�er, dock stom, t�ains Direct weshwaEer or�to s dirt area aW spede in0o aoil. Or, check with Cupertino Sarwtary OisUict to find out if you can map «vaaxm the wasM�eter and dfspose d k I� a sanMary sewer drain Sert�pling of the �Ster may be required. ❑ Nfasl�ahr (rom pelnbd bulldngs �o�,�ead b.ro�.,�e m, oo�a� n�9r, amouds d Lead even H paint chips are rat Pr�a�t. BeIaB f'a �� PP�C PeiM a deenirg pra1978 6uildin9 e�Qerras wfth water under high pressue, te�t peird for lead by talcinp peirrt scrapinps ho e local laboratay. (See Yellow Pages tor e state-certified 18bOf8f01y.) ❑ H Mere ie bote pdrk on Mie building, or if the pairk tesb positive for lead. block storm drav�s. Chedc with Cupertino Senitery Dislrict m aeterrnna �dh� you may axnerge w�r Eo C�e aertitery ae�ner, w if you rrxut xnd 'R oftsite tor dspoeal aa hazardo��a vsate. �fll �OSaI, RBdI111 QI �Ofl81j0f1 ❑ Dbpae d t�rRed Ipud peint, thinners, eotienla, guea end deaniro nuids.. I►em►dae vwb (Call the Srnall Busir� Hazardous WaaEe Prpm: 298-7300). 0 Or Fbtum Eo wpplier. (lkiopened cans af peint rtiey be al�le to be returtied. Check with Vie �+da �a�ar+a � "a,r-e�' va�r. ) ❑ Daiete ewxss peiM (call 29&7300 to da�ete.) Roadwork and Paving Genera/ 8uslness Practices ❑ Develop and implement eroslonlsedlment eontrol plans tor roadway embankments. ❑ Schedule excavatfon and grading work during dry weather. O Check for and repalr leaking equfpment. ❑ Pertorm maJor equlpment ropaln at designated areas in your maintenance yard, where cleanup Is easler. Avold performing equipment repairs at construction sites. ❑ When rofualing or when vehicle/equipment maintenance must be done on slte, designate a location away from storm drains and creeks. ❑ Do not uae dleael oll to lubrlcate equlpment parta or clean equipment. ❑ Racyclo used oil, concrele, broken esphalt, etc. whenever possible, or dispose of properly. (www.recyclestuH.com (or list oi recycling companiea.) Aspha/t/Concrete Removal ❑ Avoid creating excess dust when breaking asphatt or concrete. ❑ After breaking up old pavement, be aure to romovs all chunks and pl�eas. Make sure broken pavement does not come in contact wlth raintall or runoff. 0 When making saw euta, use as Attle water as posslble. Shovel or vacuum saw-cut slurry and remove irom the site. Cover or protect storm draln Inlets during saw-cutting. Sweep up, and properly dispose of, all residues. ❑ Sweep, nav�r hosa down st►eats to clean up tracked dirt. Use a street aweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavement remaval happen rlght In the street, where there are numerous oppoAunities for asphalt, saw-cut slurry, or excavated material to illegally enter storm dralns. ExVa planning Is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay. During Construction ❑ Avold paving and seal coating In wet weather, or when reIn Is forecast, to prevent fresh materials from contacting stormwater runofi. ❑ Cover and seal catch 6aslns and manholes when applying seal coal, slurry aeal, fog seal, or similar materials. ❑ Protect dralnage ways by using earth dikes, sand bags, or other controls to divert or trap and flller runoff. ❑ Never wash excess material from axposad- aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or dispose to dirt area. ❑ Cowr stockpllas (asphalt, sand, etc.) and other construction materials with plastic tarps. Protect from raln(all and prevent runoff wlth temporary roofs or plastic sheets and berms ❑ Park paving machlnes over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. ❑ Claan up all apllls and leaks using "dry" methods (with absorbent materials and/or rags), or dig up, remove, and properly dlspose of contaminated soil. O Collect and recycle or appropriately dispose of excess abrasive grevel or sand. ?9? ❑ Avoid over-application by water trucks for dust control. Earth-Moving Activities Storm Drain Pollution from Earth-Moving Activities Soil excavation and grading operations loosen large amounfs of soil that can flow or blow into storm drains when handled improperly. Sediments in runoif can clog stortn drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective'� erosion oonVol practioes reduce the amount of runoff crossing a sibe and slow the flow with check dams or roughened ground surfaces. Practices Durfng Constructfon ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for aroaion control on slopes or where construction is not immediately planned. ❑ Protect downslope drainage eourses, streams, and stortn dnins with wattles, or temporery drainage swales. Use chedc dams or ditches to divert runoff around excavationa. Refer to the Regional Water Quality ConVol Board's Erosion and Sediment Contro! Field Manual for proper erosion and sediment control measures. ❑ Cover stockplles and excavated soil with secured tarps or plastic sheeting. ��» _ / � _ _.,■.,, . ��'� _ --� �"' ,/ i t — , ! � � ' � � �i/+i%�' � � ��J � �: F re s h C o n c re te Du/ing Constructlon ❑ Don't mlx up mon froah concrote.or cement a n d M o rta r then you will usa in a two-hour period. O Sat up and op�nb small mlx�n On Urps or . ■ heavy plastic drop eloths. A p p I i c a t i o n ❑ When cleaniny up aker driveway oi eidewelk construction, wash flnes onto dlrtanaa, not down ths drivsway or lnto the etroe! or atorm Storm Drain Pollution from drain. � Fresh Concrete and Mortar 0 Protactapplicationsoffreahconcr+teand morter hom ralntall and runott un?� the Applications materialhasdried. p Fresh concrete and cement mortars � W��h dawn �xpos�d �ppnpaU c ncnt� only when the wrshw�ter can (t ) fl w onro � that wash into lakes, streams, or estuaries dirt area, (2) drain onto e bermed rtece rrom are toxic to fish and the aquatic which it can be pumped and diapo d or environment. Disposing of these materials Properly, or (3) be vacuumed from catcnmenc to the stortn drains or creeks can block croatad hy bloekinp a erorm drain i et. H StOrtn dfBi�S, C8U88S S8fi0US 1'ObIBrtIS and �ecessary, divert runotf with tampa ry barma. P Make wn runott does not roaeh p is prohibited by law. storm dr.ins. ❑ When broakinp up pavement, be auro to pick up all tha pieees and dlspos� of prop�rly. GQnere! Bus/ness Practices Recycb lerpe ehunks oT broken eoncrote. See ❑ Wash out concreta mlxen anly In dssiynated wWW roducewaste.ora for Inio on rocyclers. w�shout �nas In your yrrd, away irom sMrm ❑ Nev�r bury waate matarial. Diapose of smell drains �nd watenv�ys, where the water wYl flow amounb of excasa dry concrote, prout, end into a temporory weste plt in a dirt �rea. Let mortar in the vaah. weter percolete throuyh aoil and dispoae ot settled, hardened concrete aa garbage. 0 Never disposs ot wuhout Inta the stroet, Whsnsver possibls, recycle washout by storm dnins, drain�pe ditchas, or stre�ma. pumpinQ baek Into mbcan for rouae. ❑ Wa�h out ehubs onto dirt aroaa lhat do not }law to sMeeb or draina. 0 Always �Wn both dry and w�t maNrlals und�r eov�r, protecled from nintall �nd runott and aw�y trom storm dralns or waterw�ys. o Protect dry materiala trom wlnd. � ❑ S�cun baps of c�m�nt after they ero open. Bs suro to ksap wind-blown cemsnt powder �way from atraets, punera, atorm dralna, rainiall, �nd runoH. ❑ Do not u�� dl�t�l fual at a lubriwnt on wncrote (orma, Lools, or Vailers. Heavy Equipm ent Operation Stormwater Pollution from Heavy Equlpm ent on Conatruction Sltes Poorly mainteined vahielea and heavy equipment that Isak fusl, oll, antlfreezs or other flulda on the construction aite ere comman aources of atarm Erein pollutlon. Prsvsnt splll� an0 le�k7 by Isolatlny equipment from runolf channela, and Ey watchinp tor leake anC othsrmalntenanca proDlema. Remove construction equipment from the site as soon aa passible. Slt• P/annlnp •nd Pr�v�ntivs Vshlcle M�lntenanc• O D�slpnat� en� �r�� o! lhe conflruction slte, well •wey from atraam s or storm drain inleta, lor �uto �nE �quiDmentp�rklnp.r�fu�lfnp.�ntl routin• v�hiel� �nE �quiDmentm�in�an�nce Cont�ln t�a �r�� wlt� Earma, sanE Eap�, or ol��r b�rri�rs. 0 M�int�in �II v��Icl�� nA h��vy �qulpmsnt. Infpael frequently /or and rapalr laaks ❑ P�rform major malnten�nc�, r�pair joba, anE v�h�icl� �ntl �QUiOm�nlwashinp off-slt�, wh�r� Cl��nuP Ia �afi�r. O If you muftErain anE replt�e matarall, radialor �oalanl, or olh�r /luitlf on �It�, us� drip pan� or lrop elotll� to eatell Erlps �ntl spllls. Collect •II spent flultla, ftor� in aeparate canlainsra, and prop�rly E��DOS� a+ hazarCOU� waal� (r�cy�l• wh�n�v�r po�i�ibls). O De not u�� Al�s�l oll te lubrla�t� squlpm sn� parta, or claan aQUipment. Uea only watar for •ny onsit� el�an�inq. O Cev�r�xOos�A flft� wh��l �Iteh�s entl ol�er oily or praasy aqu�pm anl Curinp rain evente Spll! Cleanup ❑ Cl��n up �plll� Imm�dl�l�ly Q N�v�rho��down'tlirly'pavamanlor im p�rm�aDl� sur}ace� w��re fluid� hav� spi11�0. us. ary el..nup m•MOa. (ab�orE•nc matarials eallltter,and/orraya)whene�er pass�ble �nd prop�rly disposs ol absorb�nt m �tarial� ❑ Sw��p up apllletl dry met�riele ImmaCietsly Nevsr�tlemptto'waahlhem �way'withwater. or bury t��m. 0 us• ■� Ilt:�• wat.r.� ou�.lel• roraua� eontrol. Eneurs w�tar u�ed doean'l laave �ilf or difc��rpe to ttorm Cr�ins. ❑ Cl��n up �Pllls on tli�e �r�as Dy Ciypinp up �nC proparly OisOOSlnp of eont�min�teE foll O C�II Y11 for �Ipni/Icant spills ❑ If the sp�ll poees a•Iynlflcant �az�r0 to human �salt� antl saf�ly. prop�rty or t�s snvironmant, you m u�t �Ito r�port It to the Sute Offfes ot Em arganey Sarvlce�. C�xC 'a o! ° " / StT11� � BllSII'IeSS HaZar'C�OUS VWdS'�@ Disposal Prgm Businesses that generate less than 27 gallons or 220 pounds o# hazardo��s wastie per month are eligible to use this program. Call 408-299-7300 for a auote. I � 1. /. � arv oF CUPE(�TINO c�I� �� r o�� c ��.� � I��.�o CONSTRUCTION BEST MANAGEMENT PRACTICES DEPARTMENT OF PUBLIC WORKS � � -��-�� Xrn (:M VJler � I/M.. Rxs�I � IaWuw Aev..Y.. h.Er SHEET: nF C-4 SH�ETS 4 OF