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ASA-2015-19b OFFICE OF COMMUNITY DEVELOPMENT , CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408) 777-3308•FAX(408)777-3333•planninq,�cupertino.org November 17, 2015 River Rock Real Estate Group Attn:Bob Farman 1333 N California#310 Walnut Creek, Ca. 94596 SUBJECT: ADNIINISTRATTVE HEARING MEETING ACTION LET°TER—ASA-2015-19,TR-2015-40 This letter confirms the decision of the Administrative Hearing Officer, given at the meeting of November 12, 2015; approving an Architectural and Site application to allow for landscape and site improvements to the common area of an office building; and a Tree Removal Permit to allow the removal and replacement of twenty one trees (thirteen Honey Locust and eight Kwanzan Cherry) that are part of an approved landscape plan for the Cupertino Financial Center, located at 10050 N. Wolfe Road, according to Resolution No(s).56 and 57. Please be aware that if this permit is not used within two years,it shall expire on November 12,2017. 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 wi11 be scheduled before the Planning Commission. Sincerely, Gian Martir Assistant Planner City of Cupertino Enclosures: Resolution No. 56 and 57 CC:I&G Direct Real Estate 27,LP,Atln:c/o River Rock Real Estate Group,Attn:Michelle Goudeaux,1333 N California#310, Walnut Creek,Ca. 94596 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO.56 OF THE ADMINISTRATTVE HEARING MEETING OF THE CITY OF CUPERTINO TO ALLOW AN ARCHITECTURAL AND SITE APPROVAL FOR LANDSCAPE AND SITE IMPROVEMENTS TO THE COMMON AREA OF AN OFFICE BUILDING LOCATED AT 10050 N.WOLFE ROAD SECTION I: PR0IECT DESCRIPTION Application No.: ASA-2015-19 Applicant: Bob Farman(I&G Direct Real Estate) Location: 10050 N.Wolfe Road (APN 316-20-086) SECT'ION II: FINDINGS WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application for an Architectural and Site Approval permit as described in Section I. of this Resolution; and WHEREAS, the project is categorically exempt from the California Environmental Quality Act(CEQA); WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Administrative Hearing Officer held a public meeting on November 12, 2015 in regard to the application; and WHEREAS, the Administrative Hearing Officer finds: 1. The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; The modifications to the common area and landscaping is located in an established office complex and constructed pursuant to the requirements of the California Building Code with the proper building permits. The site modifications affect only the subject building and will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience. 2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including, but not limited to, adherence to the following specific criteria: a) Abrupt changes in building scale have been avoided. A gradual transition related to height and bulk has been achieved between new and existing buildings. Resolution No. 56 ASA-2015-19 November 12,2015 Page 2 The modifications to the common area and landscaping are compatible with the scale of the building and the architecture of the surrounding industrial/office buildings. Therefore, there will be no abrupt changes in building scale and no new buildings are being proposed. b) Design harmony between new and existing buildings has been preserved and the materials, . textures and colors of new buildings harmonize with adjacent development with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which it is situated. The location, height and materials of walls, fencing, hedges and screen planting harmonize with adjacent development. Unsightly storage areas,utility installations and unsightly elements of parking lots have been concealed. Ground cover or various types of pavements have been used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees has been avoided. Lighting for development is adequate to meet safety requirements as specified by the engineering and building departments and shielding to adjoining property owners. The modifications to the common area and landscaping are harmonious with the existing buildings in the office complex and will not impact adjoining properties.Additional landscaping is being proposed to soften the existing courtyard. c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures shall minimize traffic hazards and shall positively affect the general appearance of the neighborhood and harmonize with adjacent development. No additional signage is being proposed with these building and site improvements. d) This new development, within an existing residential neighborhood, has been designed to protect residents from noise, traffic, light and visually intrusive effects by use of buffering, setbacks,landscaping,walls and other appropriate design measures. There is no existing residential neighborhood that would be affected by'this development. NOW,THEREFORE,BE IT RESOLVED: That after careful consideration of the maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 3 thereof, the application for an Architectural and Site Approval, Application no. ASA-2015-19, is hereby approved, and , That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Meeting record concerning Application no.(s) ASA-2015-19 as set forth in the Minutes of Administrative Hearing Meeting of November 12, 2015, and are incorporated by reference as though fully set forth herein. Resolution No. 56 ASA-2015-19 November 12,2015 Page 3 SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS Approval is based on the plan set entitled "Landscape Architectural Drawings, 10050 & 10080 N. Wolfe Road, City of Cupertino, California.", consisting of twenty-three (23) sheets labeled L0.01- L0.03, L1.01, L1.02, L2.01 — L2.04, L3.01 —L3.04, L4.01 —L4.04, L5.01 —L5.05, and L6.01 drawn by Studio G Architects, dated May 29, 2015, except as may be amended by conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the first page of the building plans. 4. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file no. TR-2015-40 shall be applicable to this approval. 5. PLAN AMENDMENT Applicant shall amend the proposed landscaped entrance area along the corner of N. Wolfe and Stevens Creek Boulevard by: • Maintaining turf at the corner of N. Wolfe and Stevens Creek Boulevard in a width to at least match the width of the park strip. • Propose more colorful plantings in the rest of the planting area around the art piece. 6. BICYCLE PARKING The applicant shall provide bicycle parking and bike racks for the proposed project in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 7. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 8. TREE REPLACEMENT The applicant shall provide adequate tree replacements for trees proposed to be removed in conjunction with the proposed project. The number, location and type of trees shall be incorporated into the detailed landscape plan to be reviewed and approved by the Director of Community Development. Resolution No. 56 ASA-2015-19 November 12,2015 Page 4 9. FINAL ARCHITECTURAL DETAILS The final plans shall be reviewed and approved by the Director of Communiiy Development prior to issuance of building permits. The Director of Community Development may approve additional designs or make minor variations as deemed appropriate. The final plans shall closely resemble the details shown on the originally approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a modification approval. 10. FINAL LANDSCAPE DETAILS The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by Community Development Director prior to issuance of building permits. The landscape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. 11. TRANSFORMERS New electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front setback area. 12. UTILITY STRUCTURE PLAN Prior to issuance of building permits, the applicant shall work with staff to provide a detailed utility plan to demonstrate screening or undergrounding of all new utility structures [including, but not limited to backflow preventers (BFP),fire department connections (FDC),post-indicator valves (PIV), and gas meters] to the satisfaction of the Director of Community Development, Public Works, Fire Department, and applicable utility agencies. 13. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the perxnit." Resolution No. 56 ASA-2015-19 November 12,2015 Page 5 14. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance(CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. a. Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. . b. Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c. Failed plants shall be replaced with the same or functionally equivalent plants that may be size- adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water,nutrients,pest control or other factors as recommended by a landscaping professional. 15. 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. 16. 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 Resolution 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 applicant and City shall use best efforts to select mutually agreeable legal counsel to defend such action, and the applicant shall pay all compensation for such legal counsel, following the applicant's receipt of invoices from City, together with reasonable supporting documentation. Such compensation shall include reasonable compensation paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. If the applicant and the Ciiy cannot in good faith agree on joint counsel, the City shall have the right to retain counsel of its own choosing, separate from the applicant's litigation counsel. 17. 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 Resolution No. 56 ASA-2015-19 November 12,2015 Page 6 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. , SECTION V: CONDITIONS ADMINISTERED BY THE ENVIRONMENTAL PROGRAMS DIVISION 1. TRASH,RECYCLING AND COMPOST RECEPTACLES One set of permanently mounted waste trios (recycling, compostables, and landfill) designed for outdoor use are required for public use. A permanently mounted cigarette urn is highly recommended to be included adjacent to the trio. The trio should be located in the public art/public seating area on the southwest quadrant of the property adjacent to N. Wolfe Road and Stevens Creek Boulevard. The location of the trio must be included on the site plan for review. Applicant shall provide trio manufacturer's specification sheet and color scheme for review with the resubmittal. [CMC 9.16.040(E)] 2. DRAIN INLET MARKER All exterior parking lot and driveway area storm drain inlets are required to be clearly marked with "No Dumping Flows to Creek" or "No Dumping Flows to Bay" per section 9.18.210(4)(A) CMC. PASSED AND ADOPTED this 12th day of November, 2015 at a noticed Public Meeting of the Administrative Hearing Officer of the City of Cupertino, State of California, held by the Director of Community Development, or his or her designee, pursuant to Cupertino Municipal Code Section 19.12.120. ATTEST: APPROVED: /s/Gian Martire /s/Piu Ghosh Gian Martire Piu Ghosh Assistant Planner Senior Planner �� o C � s O 10 0 5 0 & 10 0 8 0 N . W C�L F E R 0 A D PROJECT ADDRESS � CITY OF CUPERTINO, C�,LIFORNIA 10050&10080CUPE�RTNOOCA Land Use Entillements Land Planning Landscape ArchRecNre Civil Engineering U[ility Design PLANS WERE DESIGNED BY REFERENCING: LANDSCAPE DRAWINGS �a� urveymg S�ormvrate�Compliance 1.GRADING PLANS PREPARED BY NA DATED:NA ., i s�o oakia�a Road caoai aa�-zzoo 2.GEOTECHNICAL REPORTS PREPARED BY N/A DATED NIA. SHEET TITLE sa��osa cn 9si3i Hhir+�a�om NOTES L0.01 TITLE SHEET L0.02 TREE MITIGATION PLAN 8 TREE PROTECTION NOTES AND DETAIL SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE L0.03 TREE EVALUATION TABIE MARKET READY for REPORT.PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO CLIENT,PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REDUIRED,SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE ABi881 WATER EFFICIENT LANDSCAPE ORDINANCE L1.01-L1.02 CONSTRUCTION PLAN CUPERTINO FINANCIAL CENTER OR AGENCY ADOPTED WELO AS FOLLOWS: � (�)SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. L2.01•L2.03 CONSTRUCTION DETAILS (A)SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORV PROTOCOL,INCLUDING PROTOCOLS REGARDING L2.04 CONSTRUCTION NOTES AND MATERIALS LIST ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS. � L3.01-L3.02 IRRIGATION PLAN (B)THE SOIL ANALYSIS MAY INCLUDE:SOIL TEXTURE,INFILTRATION RATE DETERMINED BY LABORA70RY TEST OR SOIL TEXTURE � '' "'r INFILTRATION RATE TABLE,PH,TOTAL SOLUBLE SALTS,SODIUM,PERCENT ORGANIC MATTER,AND RECOMMENDATIONS. L3.03 IRRIGATION NOTES AND LEGEND (2)THE PROJECT APPLICANT,OR HISIHER DESIGNEE.SHALL COMPLV WITH ONE OF THE FOLLOWING: ,, ! L3.04 IRRIGATION DE7AILS (A)IF SIGNIFICANT MA55 GRADING IS NOT PLANNED,THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART � ; L4.01d.02 PLANTING PLAN OF THE LANDSCAPE DOCUMENTATION PACKAGE:OR (B)IF SIGNIFICANT MASS GRADING IS PLANNED,THE SOIL ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF L4.03 PLANTING LEGEND AND NOTES THE CERTIFICATE OF COMPLETION. L4.04 PLANTING DETAILS (3)THE SOIL ANALYSIS REPORT SHALL BE MADE AVAILABLE.IN A TIMELY MANNER,TO THE PROFESSIONALS PREPARING THE LANDSCAPE L5.01 GENER4L SPECIFICATIONS DESIGN PLANS ANO IRRIGATION DESIGN PLANS TO MAKE ANY NECESSARY ADJUSTMEN?S TO THE DESIGN PLANS. SITE (4)THE PROJECT APPLICANT.OR HISIHER DESIGNEE,SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS � L5.02-5.03 CONSTRUCTION SPECIFICATIONS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION. L5.04 IRRIGATION SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE WORK IS COMPLETE AND IN COMPLIANCE WITH THE MOST CURRENT CODES, L5.05 PLANTING SPECIFICATIONS ORDINANCES AND REQUIREMENTS OF THE GOVERNING AGENCY.HMH IS NOT RESPONSIBLE FOR CHANGES WHICH OCCUR TO THE CODES, ORDINANCES OR RE�UIREMENTS AFTER THE GOVERNING AGENCY'S APPROVAL OR DURING INSTALLATION. CONTRACTOR IS SOLELY RESPONSBLE FOR CONSTRUCTION MEANS.METHODS,TECHNI�UES.SE�UENCES OR PROCEDURES,OR FOR V I C I N I TY MA P SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.HMH IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS,NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTORS,OR THEIR AGENTS OR EMPLOVEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF NOT TO SCALE CONTRACTOR SHALL WALK BUILDINGS THE WORK. 0 VER'�.'=Y XIS ING CON I IONS AS REQUESTED BY THE OWNER.HMH WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND�UALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK,WHEN COMPLETED,WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.HOWEVER HMH WILL a+o=�4Pe SCOPE: NOT MAKE EXHAUSTIVE OR CONTINUOUS ONSITE INSPECTION TO CHECK QUALITY OF THE WORK. i�°��' °Ec�s 9 THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY HMH FOR THE COMPLETION OF THE WORK OR THE QUALITY THE PROIECT INCLUDES LANDSCAPE ENHANCEMENTS ALONG THE BUILDING FRONTAGE AND ` �� OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S�. COURTYARD AT 10050 AND 10080 N.WOLFE ROAD,INCLUDING ENHANCED PAVING,PLANTING,AND RETROFIT IRRIGATION. �� - CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE CONTRACTOR'S BEST SKILL AND ATTENTION.CONTRACTOR SHALL BE \�• � Al� SOLELY RESPONSIBLE FOR AND HAVE CONTROI OVER CONS7RUCTION MEANS,METHODS.TECHNI�UES,SE�UENCES.AND PROCEDURES GOVERNING AGENCY AND FOR COORDINATING ALL PORTIONS OF THE WORK. CITY OF CUPERTINO'. STAMP CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AN�OMISSIONS OF THE CONTRACTOR'S EMPLOYEES. SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES.AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A BUILDING DIVISION ALL DESIGNS DRAWINGS AND WRITTEN MATERIALS CONTRACT WITH CONTRQCTOR. 10300 TORRE AVENUE CUPERTINO,CA 95104 INDICATED HEREIN ARE THE WORK AND PROPERTY OF IN THE EVENT OWNER CONSENTS T0.ALLOWS.AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS,SPECIFICATIONS,OR OTHER (408)777-3228 STUDIO G ARCHITECTS THIS DOCUMENT MAY NOT BE CONSTRUCTION DOCUMENTS,AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY HMH.OWNER RECOGNIZES THAT SUCH DUPLICATED REUSED OR DISCLOSED BY ANY METHOD ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF HMH IN A�DITION,OWNER AGREES,70 THE FULLEST EXTENT WITHOUT THE WRITTEN CONSENT OF STUDIO G PERMITTED BY LAW.TO INDEMNIFY AND HOLD HMH HARMLESS FROM ANY DAMAGE,LIABILITY OR COST QNCLUDING REASONABLE ARCHITECTS ALL RIGHTS RESERVED ATTORNEY'S FEES AND COSTS OF DEFENSE)ARISING FROM SUCH ALTERATIONS. DESIGN TEAM I — � REVISIONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT \ THE TIME THE PIANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE �� ARCHITECT: �■ql DATE DESCRIPTION LOCATION OR THE EXISTENCE OR NONEXISTENCE OF SUCH UTILITIES.IN NORTHERN CALIFORNIA,CONTRACTOR SHALL CONTACT I � ��J J�� UNDERGROUND SERVICES ALERT AT 1-B00�'i42-2444 PRIOR TO PERFORMING ANY CONSTRUCTION WORK.IN OTHER AREAS.CONTRACTOR `— � � I STUDIO G ARCHITECTS i as is vaicwc sEr I�T Foa coNsrRucriorv� SHALL CONTACT A SIMILAR AGENCVIORGANIZATION. — I I 90 RAILWAY AVE. ' � GAMPBELL.CA 95008 s�a.i s auwwr�sET Foa cuENT aEviEw CONTRACTOR SHALL PROVIDE PROPER PROJECT MAINTENANCE AfTER THE PROJECT IS COMPLETE.ANY LACK OF OR IMPROPER I ; _ (408)283-0100 =oa.i s � CITY COMMENi RESPONSE MAINTENANCE MAY RESULT IN DAMAGE TO PROPERiY OR PERSONS.CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESULTS OF ANY f�1 LACKOFORIMPROPERMAINTENANCE. I j LJ j � � �o.o�.is Q CITVCOMMENTRESPONSE � � i I�II 1 i 1 �� '��rr 1 1� ' � - ..�_ � �COURTYARD �--- 1 I 1 ; � LDINGFRONTAGE � � �� —"a°�O1"� 1 � 1 I � -_` ' ' 1 1 ' /� � �� J DATE s.^c.rois �� -0�/5.. ` --- ------ ---, - �/ � �� I � SCALE �orrosu_e �� \ � PROJECT ID �6,_� _ : '\ � �9UtLBk�G-R�11�TR6E ; DRAWN BY W A / / /�r/� , �� ----- 1 - �,/>w � ��?��y---- --- ��J M t" KEY MAP TITLE SHEET SCALE N'.S. 1 SHEET TITLE ShEE-�� L 0.01 TREE PROTECTION NOl�� m SECTION I � �� LL � SITE PREPARATION:ALL EXISTING TREES SHALL BE FENCED OFF WITHIN,AT OR OUTSIDE THE DRIP LINE(FOLIAR SPREAD)OF THE TREE �� : USING THE FOLLOWING FORMULA:TWELVE INCHES IN DISTANCE FROM 7HE TRUNK FOR EVERY INCH IN TRUNK DIAMETER,MEASURED 2.0 FEET ABOVE THE AVERAGE GROUND LEVEL.EXAMPLE:A 24 INCH DIAMETER TREE WOULD HAVE A FENCE ERECTED 24 FEET FROM THE • -�= �� • BASE OF THE TREE(24 X 12=286!12=24).THE FENCE SHOULD BE A MINIMUM OF SIX FEET HIGH,MADE OF WIRE WITH STEEL STAKES, � � SUCH AS CYCLONE FENCING.IF THE FENCE IS WITHIN THE�RIP LINE OF THE TREES,EVERY ATTEMPT SHOULD BE MADE TO RELOCATE �. �. , � .,. . , " THE FENCE OUTSIDE THE�RIPLINE OF THE TREE.IF NOT POSSIBLE,THE TREE SHALL BE PRUNED TO REDUCE THE CHANCE OF LIMB ' • , m . . � o BREAKAGE FROM CONSTRUCTION EQl11PMENT ENCROACHING WITHIN THE DRIP LINE.ALL CONTRACTORS,SUBCONTRACTORS AND OTHER ' i _._ �, , : -x PERSONNEL SHALL BE WARNED THAT ENCROACHMENT WITHIN THE FENCED AREA IS FORBIDDEN WITHOUT THE CONSENT OF THE ' ' " �' ` ' " `" � "�" CERTIFIED ARBORIST ON THE JOB.THIS INCLUDES,BUT IS NOT LIMITED T0,STOR4GE OF LUMBER AND OTHER MATERIALS,DISPOSAL OF � � ` �_, '.EXISTING BUILDING ' PAINTS,SOLVENTS OR OTHER NOXIOUS MATERIALS,PARKED CARS,GRADING EQUIPMENT OR OTHER HEAVY EQUIPMENT.PENALTIES, / � i � BASED ON THE COST OF REMEDIAL REPAIRS AND THE EVALUATION GUIDE PUBLISHED BY THE INTERNATIONAL SOCIETY OF � \� _� • 1 � • ARBORICULTURE,SHALLBEASSESSEDFORDAMAGESTOTHETREES.' ; � �� -� �� ,.. � . � , i #27 #2 25 #24 � SECTIONII � � �� {�`{ � � , GRADINGIEXCAVATING:ALL GRADING PLANS THAT SPECIFY GRADING WITHIN THE DRIP LINE OF ANY TREE,OR WITHIN THE DISTANCE >-�- • � - I X� I j�� I�ksJl I,�II - PROJECT ADDRESS FROM THE TRUNKAS OUTLINED IN SECTION I WHEN SAID DISTANCE IS OUTSIDE THE DRIP LINE,SHALL FIRST BE REVIEWED BY THE i � � � � � Q ° -/ �_/ �-} CERTIFIED ARBORIST.PROVISIONS FORAERATION,DRAINAGE,PRUNING,TUNNELING BENEATH ROOTS,R00T PRUNING OR OTHER � � � ' „ . � #31 10050&10080 N.WOLFE RO . � � —_ � `, ,, � ,.: : '` ,28� #29 #30 NECESSARY ACTIONS TO PROTECT THE TREES SHALL 8E OUTLINED BY THE ARBORIST.IF TRENCHING IS NECESSARY WITHIN THE AREA � � �.k__.� � J � AS DESCRIBED ABOVE,SAID TRENCHING SHALL BE UNDERTAKEN BY HAND LABOR.ALL ROOTS 21NCHES OR LARGER SHALL BE TUNNELED � �� I l�,_ ��X�) (X ��X� " C U PERTI N 0�� UNDER AND OTHER ROOTS SHALL BE CUT SMOOTHLY TO THE TRUNK SIDE OF THE TRENCH.THE TRUNK SIDE SHOULD BE DRAPED \ � . � '�_�1 � �f IMMEDIATELY WITH TWO LAYERS OF UNTREATED BURLAP TO A�EPTH OF 3 FEET FROM THE SURFACE.THE BURLAP SHALL BE SOAKED � '-` � � 1 , `-° NIGHTLYAND LEFT IN PLACE UNTIL THE TRENCH IS BACK FILLED TO THE ORIGINAL LEVEL.THE ARBORIST SHALL EXAMINE THE TRENCH �� '� � � _ - PRIOR TO BACK FILLING TO ASCERTAIN THE NUMBER AND SIZE OF ROOTS CUT,SO AS TO SUGGEST THE NECESSARY REMEDIAL REPAIRS. � • � �� EXISTING BUILDING` 4� #33 ■ 2 ' SECTIONIII 1 ��}�==-c� . . ' , /�� \ �� ,� ,� ':: ' / . �� ' and Use EMttlements REMEDIAL REPAIRS:THE ARBORIST ON THE JOB SHALL HAVE THE RESPONSIBILITY OF 08SERVING ALL ONGOING ACTIVITIES THAT MAY �� / \ ' - I �--�\ �\ � � ��, I �X I� � AFFECT THE TREES,AND PRESCRIBING NECESSARY REMEDIAL WORKTO INSURE THE HEALTH AND STABILI7Y OF SAID TREES.THIS ` �� ''. � ,,;, , ,'` � ��j :�/ �� —j � Landscape Archdecture INCLUDES BUT IS NOT LIMITED 70 ALL ARBORIST ACTIVITIES BROUGHT OUT IN SECTIONS I AND II.IN ADDITION,PRUNING,AS OUTLINED IN. ♦ . � , " ° 1 � �`—° '' � Civil En9ineering ` THE"PRUNING STANDARDS"OF THE WESTERN.CHAPTER OF THE INTERNATIONAC SOGETY OF ARBORICULTURE,SHALL BE PRESCRIBED AS � � '' '!''' � � � \ Utdity Des�n . . . . . � \ .. . . �. -_� ...� . . . � Land Surve ing NECESSARY.FERTILIZING,AERATION,IRRIGATION,PEST CONTROL AND OTHER ACTIVITIES SHALL BE PRESCRIBED ACCORDING TO THE � � � � ,� . , ,` ,; ^, ^\ � StormwaterCompliance . . TREE NEEOS,LOCAL SITE REQUIREMENTS,AND STATE AGRICULTURAL PEST CONTROL LAWS.ALL SPECIFICATIONS SHALL BE IN WRITING. � /iF-=�� i-� �� j, � �\� - 1570 Oeklend Road (408)487•22� FOR PEST CONTROL OPERATIONS,CONSULT THE LOCAL COUNTY AGRICULTURAL COMMISSIONERS OFFICE FOR INDIVIDUALS LICENSED AS \ � � \ � �� /"'�-� �/ � \ � , san�o:a.cn esist HMHce.cc PESTCONTROLADVISORSORPESTCONTROLOPERATORS. � i � �� I ��-�� i �; EXISTINGBUILDING . >_�-. � 1 �� \ /♦ �:� ) �� - / SECTIONIV /� �\ �. . #36 #37� � / � ��'�38 FINAL INSPECTION:UPON COMPLETION OF THE PROJECT,THE ARBORIST SHALL REVIEW ALL WORK UNDERTAKEN THAT MAY IMPACT THE � � \ i - � � �:� ' EXISTING TREES.SPECIAL ATTENTION SHALL BE GNEN TO CUTS AND FILLS,COMPACTING,DRAINAGE,PRUNING AND FUTURE REMEDIAL � • r_=a� �' ' � �� f �� \ MARKET READY WORK.THE ARBORIST SHOULD SUBMIT A FINAL REPORT IN WRITING OUTLINING THE ONGOING REMEDIAL CARE FOLLOWING THE FINAL \ �� I �� o��-}� r CUPERTINO FINANCIAL CENT INSPECTION: \� �-- / : ' ! I 1-1�/1 `��-/ \1 � �-� � . e . . � �i-1\ ��/ SECTIONV / � �\ �-�/ I � 9 TREE RELOCATION: I • � \� _ i� ��\ /' . TREES TO BE RELOCATED SHALL BE RELOCATED DURING THE FALL MONTHS./FOR DECIDUOUS TREES,RELOCATION SHALL OCCUR �fc__.� �.• �: - AFTER LEAF DROP. �� / �� • THE SOIL BENEATH THE DRIPLINE Of TREES TO BE RELOCATED SHALL BE WATERED 72 HOURS PRIOR TO RELOCATION SO THE SOIL. � ' �� ) IS MOIST,BUT NOT SATURATED AT THE TIME OF RELOCATION. _ � o \I _ , j �\I/. I - . LANDSCAFE ARCHITECT OR ARBORIST SHALL SUPERVISE THE RELOCATION SO TREE CAN BE TRANSPLANTED'IN A OPTIMAL i Y' � � ,, , ' �'I"�r' ' �\, ORIENTATION. / � � —_ �� EXISTING.BUILDING � �° ! �° �'%�� • ROOT.BALL EXCAVATION SHALL BE NO LESS THAN 30 INCHES DEEP.THE ROOT BALL EXCAVATION DIAMETER SHALL BE NO LESS � �: � I� ' �.� �'. ,,, .. ��. �' \ . 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PER DE EL � � ,� �F �; �' �� BUILDING� . � �-- �:� , � ,� � . : ; � . . .. . . . . �..".� ��-__ �� '',��' '� � � ��:� �4 . . . s � ' � PLANTER WALL WITH BENCH AND/OR : : . .. ' � �. . .� _ �� - . . . . . . . ' " �j.Q° 4 ,' ,�... ;. .� >- . . . .. .. : � e STEEL PANEL,TYPICAL,EIGHT(8)TOTAL ; � O,:FINANGIA'L . CENTER ..--,., .. � �<< � ___ ....... � ' . . °� � °� , , .. ; .. ;. _._ _ � _� ..'�.! v.. . � . e� �� _ `�:,4 15'-0" . . � . \>a � FEATURE CUBE(NO W000) . � �'� � � \ � o = \ IMIT OF WORK ..... .._...... .---.....:.... :__ �.� :. . W FATURECUBE ---� -�--- , . -- �...� _ . . ; �y ..� .. . �,:.� ��_ . r '� \ \ ,�� e , . . ., _._. .... ` : . � A 00�EN F •o CONTRACTOR SHALL WALK BUILDINGS .. , .'m. . PA '. ... . . .. ..., � : .. ; � . � _ ET.AND . . .. . -,.. . . ;: .. � , TAB DEVE R . .. .....::.:. ,�,��. �. , � .�. . ,�? .. , . , . ... " �❑ . . . . . .. . 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' 1 : , � � ICA'fED,REUSED OR DISCLOSED BY ANY MEhIOD WITHOUT THE WRITTEN CONSENT OF STUDIO:G ` � � .. � ,. • � k PA � ARCHITECTS.ALL RIGHTS RESERVED. . __. .��'' ... .:.�� . �- ��'.�.: � . _ ` - .... . � - , IFTEE( � T L. � . ., . .. �., ..� PA CENTERLINE I WATERPROOF OUTLET F N 15 TO A . '� .:: � : , `.: .� - . . � . �," . . � � i_ PERELECTRICAL REVISIONS , . ..' .. ..:. . T,ELEVE( ) T , R ,�,�,,,, DESCRIPTION ; ... � �..� . ., .., . ... , �. . :_ �� ..._ ._ . I� ' EE THIR TAL � -- LED STRIP UGH N 11 TO AL PE DATE ' �� ELECTRICAL O � . . . . . .. . . , . , . UPLIGHT,2PERTR , N(30)TO , t.os.is PRICINGSET�NOTFORCONSTRUCTION) . . . '. - :' . .. . . . .. ,. ..� ". . � - - .. � ;. . _ . ..;n � . . PER ELECTRICAL � � � , ' , �'� , :. ..�_� ��'� '. ''' _...p� ' ' S.29.15 - PLANNING SET FOR CLIENT REVIEW . . , . , - B'TALL POST LIGHT,STAWLESS STEEL WITH LED � . , . .,.� .,. 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' � �� . , . . c ��- . . . / �-_ - . . . �, . .. .. .:...... .. ........... ............... . . . . . . . � / . . � .. . ./ � . . ;:< � � - , . . . . . . . , . . » �• ..._.................. . ... . ......... ........ : . . . . ...,.. . . . . / � \ � � ' � � � � . / . . � \ . / . . � . . . � _.I . � 1 PA i� � ' , . . . ; � UMBRELLA.PER DEVELOPER : .. . ... , .�., . .-,. . . .,. "' ' � • ��'�---�'� _ BR►DGEAREA...._._ ... ,_ : .... ...,_ i i � � � A NOT IN SCOPE... ,, , 14�,.�..i.. . � PA / \J , _ ; \ / �` . � \ / . . `�^w`+i:� .�. ' .- .. : -.+,... ....• .. ..... .. .- �."' . j '. � PLAMER WALL WfTH BENCH AN�IDR . . Q � --- ' ' � � � . , � STEELPANEL,TYPICAL,EIGHT(8)TOTAL � . � � � \�Q �� ------� 2 i �� ,..._... i . . . w .. / ��—�i �\ �� ' . . . . . .. . . .. � ' J. � // � . . \ � . ' . . . . �. . . . . .' � ��. �. ...:. . . . \ ' � . ;:., -. ;. ...,.. ,, � / / � \ _..__......:_.. �:' �� : . . . , � . ' � / \ \\� � yf.: . .. . .. �� .� ;:�. � FEATURE CUBE(NO WOOD) . . . = I /� l q � I / � ., I � . ' . . Z � � ---- � �� : . . .__...---_.:. : �� : � BUILDING ��,� '�; � . �. � � � e W DE FEATU E U E . . . . \ 1 �� `\ / \ ' 0 0o N R C B CONTRACTOR SHALL WALK BUILDINGS � �� CUPERTINO FINANCIAL � � �� - - A TO VERIFY EXISTING CONDITIONS _. � ;. , , " � �/ �� ❑ // � . i . � . .�.��, CENTER ��., � � , _ � �� LOUNGESEATING,BISTROSET,AND , ", ' " . .. � � / � " � PA , � `� � �� " '�' ��.�, . �� TABLES PER DEVELOPER � . / � �\ �i � \ I , - 1 �---' • ., pypSCAP � �\ �� i ._ ':. CONSTRUCTIQNtEGEND � �2�°,�-�'��,�°°s . i �\ � � p �., , DETAIL-DESCRIPTION SYMBOL ' "° . . . . I \ � I " �/ � � " ... � E�UAL Ea \ "°"`. . . . . . . �1 . \ . � ..._... . .. � � 'Srstf � F�p.�"• .. � / �/ ' �� ' . � " FACEOFBUILDING � FOB °`�`"`� ' %. : ��.,. �.. . ... .._ , .... '' �_� ,. \\ \� .. � �. i . . _ . . . . . . . , \ ��\\ � � �� . . � . \ � � __�_ PIANTINGAREA. PA� STAMP �\ �_/� PA �� i �` TYPICAL TMP , ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS �� • � PA INDICATED HEREIN ARE THE WORK AND PROPERTY OF __ \ / � � \ � �___ AUGN V STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE, �_� � �� DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD , ,,, ; : �� ,- , .,. .__., ----- WITHOUTTHE WRITTEN CONSENT OF STUDIO:G ' PA � \� CENTER LINE ARCHITECTS.ALL RIGHTS RESERVED. / � �, � � � �� WATERPROOF OUTLET,FIFTEEN(15)TOTAL, ' � � � � � � - PER ELECTRICAL � �REVISIONS � � � /� � � �� . ' " " ' LED STRIP LIGHT,ELEVEN(11)TOTAL,PER 1 � I � I �� \ ��___\ , � ___` ELECTRICAL '"""" DATE DESCRIPTION I� � I P1�J � � � �� \� �� 11PLiGHT,2PERTREE.THIRTY(30)TOTAL, i.os.ts PRICINGSET(NOTFORCONSTRUCTION) � � � � � � � / � � � / ' \ \ � � PERELECTRICAL � � ' \ / � • I /. . � � � � � � / � ' 1 / \ O \ B'TALL POST UGHT,STAINLESS STEEL WITH LED 5.29.15 PUWNING SET FOR CLIENT REVIEW � � � � / � / \ � � \ � . FIKNRE,FIFTEEN(15)TOTAL,PER ELECTRICAL #. ` �/ � � � 1 . 1 9.04.15 1Q CITV COMMENT RESPONSE � �\__J=-�`\\ �\\ PA /� .I • �I �'O � � . I I . 0 ALl1MINUMHEAOER �- lo.o7.i5 . . Q CINCOMMENTRESPONSE � � �__. I I � � ' 11 B � � 1 \ / �� / . e CONTROLJOMT �� . I \ / / � \ . � 1 �. � ____ \ 1_--_ PA �\ ' I \� / '---� � ,/ / \ / / p NWALL �{�� / �\ _�i /i \\� �i /�i . . \ �/ � \��'--�� \��- 'f� e � p PAVING-iYPEt � �i � � ` � � / . . . � . . � / � / � / ` � . . .. . I , O � I� � � P� � � I � . I i � p PAVING-iYPE2 . � o �� , I �� , � � � DATE s.zv.zois f \ // � / � A � �;�j,`�,�� /y � � e WOODDECK SCALE �••�a �'�1;, �� U��'�y �� - _-----�/��_, \� / \\ i� � � PROJECTID as62.00 �'iE�'�%I�l'�:!�id.i� b`•�{y�il"d!J'�� \�� / \�� / \\ �____ � $YNTHETICGRASS � DRAWNBY � wn STEVENS CRE�IC6L�ID �1i�8��:9j� —_ —_!(��_�-�-� � �_,_ , ----- e COBBLE ��c�1�3 � � CONSTRUCTION � Nores: PLAN �p_�r�,�,,r.� ,� 1. SEE SHEET L2.01-L2.03 FOR CONSTRUCTION DETAILS. ' CJ�a'�.;i a��?�ti.�d�r ______ __ 2. SEE SHEET L2.04 FOR CONSTRUCTION NOTES AND MATERIALS �, �^��__- �-�_�_�-�_-_____-___�.__�__••-.___, LIST. d-'•::-.:,, " ' SHEET TITLE I `'�°''��V`' ��'��"y d`"�'"� GRAPHIC SCALE 3. LOCATE CONTROL JOINTS AS SHOWN AND DIMENSIONED ON PIANS AND DETAILS.LOCATE EXPANSION.IOINTS ADJACENTTO io o s to 20 <o ALL STRUCTURES(BUILDINGS,WALLS AND STEPS)AND AT MAXIMUM SPACING PER DETAIL AND SPECIFICATIONS. (Ifl F88f) 4.SEE CIVIL PLANS FOR GRADING AND DRAINAGE L 1 0 2 1 inch=10 feet 5. LOCATE ALL ELECTRICAL BOXES IN LANDSCAPE. SHEET N0. � , . �m . �_ � ¢� � 3� � � NOTES: 1 SYNLAWN BL350SYNTHETIC GRASS PERMALOCPERMASTRIP NOTES: � �� - �� 1.INSTALLATION TO BE�COMPLETED IN ACCORDANCE � q 3 ' Z O NOTES: � 1O TOP OF EDGING TO 9E MAXIMUM OF 1/4"', 1, SEE MATERIALS LIST FOR COLOR TYPE O CIVIL PTLANS FOR THICKNESSING,SEE ; WITH SPECIFICATIONS BY FACTORYAUTHOR¢ED ABOVE SURFACE MATERIAL AN�FINISH. � � �� ' INSTALLERS.,. ' !I � I � � OZ ADJACENT PAVING,BAND OR SEAT WALL ��1.INSTALL PER MANUFACTURER'S � ' �� '" , � � \. �'(�/\�� !I ��l I �/,��V �1 \'�.\ ,I( - '''INSTALLATION GUIDELINES' OO FINISHED GRADE 1°ABOVE ADJACENT . O�CLASS 2 AGGREGATE BASE,SEE CIVIL 2.THE GRASS MUST BE INSTALLED AND SEAMED WITH �(,i i r/I-;I j'� ,,. � � PER PLAN PLANTING AREA 1 1/2"FOR TURF PLANS FOR THICKNESS AND 1 I� �'1'� I � I � �•I �� 2.1fi'-0"SECTIONS TO INCLUDE(8)12" COMPACTION ADJACENT PIECES RUNNING IN THE SAME DIRECTION; �I li`i f�p�I`'``' r'i}�.`; + �� I I�,''�� O O � � SEAMS SHOULD BE GLUED WITH SUITABLE SEAMING `1 I'. , I�',��r �" llt ' 3 COMPOSITE WOOD BOARD AT ALUMINUM STAKES. 3 VJEED BARRIER FABRIC � � _ �� . . . '. �I I I -I � I.I•I I �I I ' ,'il I ��, GLUE AND SEAMING CLOTH PER MANUFACTURES i i � i I., +, i i I I�i i I � • NAILM RFR 0 COM OSITE W OD P R FORM CONTINUOUS CORNER.LY AND Oq 3"DEEP MIN.CRUSHED STONE,SEE O TURF,2"OR SHRUB AREA OW FOR RECOMMENDATIONS. - � a.. � �� •w;� 2 ,,� �.� . � - MATERIALSLIST � � � � � � � �� <��'y� � • � MANUFACTURERS'INSTALLATION � 4.MILL FINISH-NATURAL ALUMINUM. � � � � � ' � ' ��'��<Ir 'v�'� y"•�,�� ', ,� . . . PROJECTADDRESS / ,,.y � '�x;;�: y�,s y� ° ' RECOMMENDATIONS. 5.SEE MATERIALS LIST FOR COLORS, O 4'THICK COMPACTED NON EXPANSIVE . qO NATNE GRADE OR CERTIFIED . . � - ' '� �qY';�� j' ' ,,��%�'�.',' O . TYPE AND FINISH. � -: . . COMPACTED SUBGRADE p ' � f".�r y`v�,y G'�'„!� .x ,n..�.m 4 12'NAILSEVERY2'-3'TOHOLDTHE FILLPERGEOTECHNICALREPORT ' , , . � � �0050 OC�OO�O�N.WOLFE ROAD ;�;G�'� �,�`,`' i��"'l- i �� ' � '. ' , � PERIMETER BOARD.USE 6'GALVANIZED � � ��a� a•>��,;;-��.�� ti' '�.'� � . . . 6O NATNE GR4DE OR CERTIFIED REBAR,SEE CNIL PLANS FOR SIZE AND - \�\n\�j��'�f\'��T��'�^�y�\�\�;N�� ,; 'rt<l.�� NAILS OR LANDSCAPE ANCHOR PINS COMPACTED SUBGRADE O SPACING ��;1T , ,,� ��,� � �,�,�y ,� CUPERTINO CA . . �'��i�i��n��5��`��i�i,��i��`��n��i��`��-?<^i�. ,..,./��'�/�'S FIATRENECESSARYTOKEEPTHELAWN O7 PERMALOCPERMASTRIPALUMINUM � . .. - �O6 �112°RADIUSEDGE �� . . . ' ' . . .- . � '��n�i��T��`�T�%��'T,;i �iT�iT��:,`��i��`�6��\��T��T�r,T+ 'v^�C"` � � EDGING.. . . '1 . . . . . . , . ...... . ^�`�i1 `;;�'��o��C��``\Z �� O5 COMPACTED NATIVE SUBGRADE 1 -. �•~��/y��%r��\'T��i��,�i i%',��y>��i��r�� T OB 12°ALUMINUMSTAKESTOLOCKINTO 5 "' � �`��1`�/;�iT�i�G�Ty��' -� • z PREFORMEDLOOPSONTHEEDGING . . . . ..�� - � � � �� - �- 6 5 O6 COMPACTED�AGGREGATE BASE,CLASS II �� . 3 . '. ... 3 . , ' '� . . . , ROAD BASE,1/4"MINUS WITH FINES 6 6 . � MIXED IN.SLOPE BOTTOM OF BASE ROCK �� C-,. q � ' �� - � � � � , Land use Entitlements � � ' ' �� TOWARD PERFORATED DRAIN PIPE II- ' �i� , ; Lend P�ann'ng . �� ' - �.�. i LandscapeArchitecWre . . - r. -•,l;Jl.�� . .y . ,: .. ,....�� ..., . .. . . . . I I I I I�.. . ._ �/;/�ij/i�.l.�i��i�i i�^ ii . i��,„��,r/Ij�/��j/�j�i�� i�. . . ��....i�s.s:,�i S7 �. 5 I I-L I • � � -�- . Civil EnBineann9 .. . < ��•�� ,:� �.�� n.1 �� 1 �:� 7 6"PERFORATED DRAIN PIPE WRAPPED IN . I I-I LI' �� \r ?'�i� i��/�i��, O I_II i i i� -�-II I;W- �/Y�li,L'If �/ i ;�� Y" �=1�- . . . . . .uCiibDesa� SECTION T��`%>��i;��T✓;�i�i�%T'��,�`�T"�� FILTER FABRIC.TIE�RAIN PIPE INTO. I�II I�I�IIII II�TI II�II��II� �T I�y%�,y` . ;r,,� � '„��I F Z Land SurveYin9. . " ' ' � STORM ORAIN STUBS PROVIDED IN FIELD � -I-I I-I-II I 11-- � I II-I-II-I.I-I 11 I I=11=11=�11=11=111=H H Smrmwater compliance . . , , N.T.S, � '�Tr-iT-7i-1T-�f1-T-- 6 . MANUFACTURED BY PERMALOC� �IF I HII=1=111=1=1 H II-I--I-I-II-H H' 7 6 5 '��_T�TI_�T CORPORATION,HOLLAND MI. _��F I��h I�' =I=II 1=i�=ii=111=H' i s�o oakia�d rtoad (aoe>aa�-zzoo . . . . � . . . . . � . . .' � � , '� PHONE:(B00)35G9660 � , •. . ' 4 .. sa�dose,cnesisi HMn�a.�om - �SYNTHETIC GRASS �11�ALUMINUM HEADER � .scn�e:Norroscn�e ��A�CONCRETE PAVING cPEDESTRIANI �;,�• SCALE:1^=1'-0' e"� SCALE:1'=T-o^ MARKET READY for CUPERTINO FINANCIAL CENTER NOTES: 1 POURED IN PLACE CONCRETE WALL . NOTES: � 112"RADIUS EDGE 1. REFER TO MATERIALS LIST FOR COLOR,TYPE AND FINISH. O 1. SEE MATERIALS LIST FOR COLOR, O ._ 2. SEE GRADING PLAN�FOR R415ED PLANTER DRAINAGE � : � ; � O2 iX IPE CLADDING �� . � TYPE AND FINISH. � O 1/2"X3°POLYFELT EXPANSION JOINT � � � 3.MITER WOOD AT ALL CORNERS,TYPICAL � - � � � O 2X VERTICAL NAILERS AT 18"O.C.MAX, � � � � (fYPICAL).TOP WITH 2 PART � � 4. ALL STEEL�MOUNTING HARDWARE AND TRIM SHALL BE PAINTED � - � ANCHOR TO WALL,TVP. 6 3 4 SELF-LEVELING SEALER.COLOR TO . . , _ : � - O4 2X VERTICAL FRAMED BLOCKING AT 18" � 1l4 D .:. MATCH ADJACENT HARDSCAPE _ . . T0.MATCH PANELS,NPICAL t.� O3 TOOLED CONTROL JOIM WITH 1/8° � � � � � � � � O.C.MAXANCHORTO WALL,TYP. . -. � . . .. . . OS REBARiJ4 @ 1fi"O.C.EACH WAY WITH , ,,,� � " RADIUS EDGE 3"CLEAR �'�� . . ' � . . �, ' � � O6 CANTILEVER BENCH WITH 1X6 IPE I-I I-I-II-I-I-I II-• O4 REINFORCEMENT PER PAVING DETAIL � � � � �- SLATS AND FASCIA.CHAMFER NOSE OF -I L I-I1-Il-.t��11-1I . . SEAT 1/2'.MOUNTING BRACKETS AT 3' O 12"SMOOTH DOWEL:SLEEVE OR . . � � � ' ' " � O.C.MAX SHALL BE CONSTRUCTED OF CONTROL JOINT - GREASE ONE END.FOR SIDEWALKS UP _ ; . . .. - - � � " ' 4"X3/8"STEEL AN�EMBEDOEO IN � . TO 8'WIDE USE 2 EQUALLY SPACED . . ' . . �- � - � CONCRETE WALL AS SHOWN,MAINTAIN 'DOWELS PER EXPANSION JOINT.FOR . , ' : ' . . � � '.. .� . � 13 � � . � � . ' . �3'CLEAR,TYP.ICAL. , . . ' � . � .A�C RBS S ACE DOWELS AT 6I O.C.AT � : ..� � �. . . O7 COMPACTED AGGREGATE BASE p EXPANSION JOINT AT 10'M(U(IMUM O.C. . � . .. ' �Z . . � ' , 0 i . ' . '" - AND AT BUILDING AND BAC{(OF CURB, � ' � � . , �\ �� 1�/E O NATIVE GRADE OR CERTIFIED g 5 q �� - . . . .- _ . . . . `.\ �\\ I j�f� \ . . : . . � : . . COMPACTED SUBGRADE ' . _- O TYPICAL. . . . . . . .. . . . ' �' ' f � � � \u�/p � g 12"X 2'-6°CONCRETE FOOTING WITH�#5 .. g CONCRETE PAVING,SEE CONCRETE e� a• e• ��`�j�q �'1��'+I S� ,�' O REBAR TOP AND BOT WITH#4 TIES(oJ 16'O.C. �1 � '.f PAVING DETAIL CONTRACTOR SHALL WALK 6UILDINGS I I > TO VERIFY EXISTING CONDITIONS� }I /�., � ' � � \�. I��I�`I I �iJ��1�� 10 WATERPROOFING PER MATERIALS LIST �,S-4"� �� ' ' ' 3. ` q � �.. 1 I �- - , I II I II I-I-III- '. ' - . . . . . . . . . � . . p ,��. 14 . . . , II.,,ITII�II II-II�I ' I i ii ii iii i�ii-riiri ri i � . � 11 ADJACENTPLANTINGORPAVINGPERPLAN � ' �� ,.. . . p. . �� _,. � . I �T 7�-( IHI I-IH� .. ' � . . .... . . . I I-II I I-I II I-I I I I I II I I-I Q1 m �p LASER CUT STEEL PANEL MOUNTEO `o c�n - I II I I I I I�I.I�� -' .. . . O EXPANSION JOINT r+'s e� 15 �� . I � - I� II II II-IIf-I�II-I IIH. �8 . . . WITH1/4'STANDOfFSANCHOREDTO � . . . s�O'y.v+'�ea"s . 6 � =I I I=I1=I I R 1=1=1 1=1 I-� . _ . . . . : . :' . - � yp.� . .. I I- II I1=111=F I1=1=1II-I 1=1 WALL. � � � � �� ' I II-11=1 IH1=1�H1 � �� —,��—F,�,—,—��,—�� - - - ��aY�.��-�� z;�� , z ,3 TRIMALLEDGESOFLASERCUT PAVING JOINTS PEDESTRIAN m �-.� � I I II I I I IH I H H � � .. j`� �PANELS WITH RIGID 1/4"CHANNEL,TYP. � � ' � --a- . . ' . .. _� _�-^;. �m � .��_ ... � I = _ -- , . ' -- - '- BBLEPERMATERALSLIST " cate.t=�-0 � . � ' ' •s'f v� ?`'• . .. , II II II�II I-III-HIH_ , . I II II I �IHI I�H � _- �� ,4 �o � B 5 . -i i�u i i b�i�i- 3 - ' o��.�,f° - � � II II IHII HII I IIH' ' -�--��-�� - ��' 15 CUSTOMCUSHIONS . . . . . . �:.. =1 II �II I II�I-I�I .. .. . . . . .. . ' � 4 II II II III-HII I III-1 � - - 3��' ��s / ' �� 3 .` II II II�II-L-ill ILII�I �� NOTES: � r-0° I �O2 � =I II I I L II�L H I � ��` . 1O PEBBLE WRH 4"MINIMUM DEPTH STAMP '1 ��: SEE MATERIAL LIST FOR COLOR,TYPE � . . .. � � - v �. ' ' � I IL II-I I I-I � - - -— �f?' � AND FINISH � ' AFfER COMPACTION AL . � ''`� ' � -I � I-L II-ll-H 5 , _ - _ - �'} ' O2 STEEL HEADER-SEE PLAN L DESIGNS,DRAWINGS AND WRITTEN MATERIALS � / � i i � . II II 11�11=I��II Lrlll - �'$ INDICATEDHEREINAREhIEWORKANDPROPERTYOF � ��/%I�I�/1_L_1// '� � T��//L_��I�� _II'��-L�// • �I�I��I��_IILI L� -- _ _ �� /�� O3 TURF OR PLANTING AREA DUPLICATED,REUSEDT R DISCLOS D B ANY METHOD i�-L i-ii i-ii •I. u i��ii-i-�1�i-i I�i 1 L=T ii-1=1L I . 1=�-a1��-ni /�� 4 I-I-1I II�I-II-II I_II" • I TI I�ll I--I�I I�J I LJ�II II�II I TI I T I I II I' .•� �T�I�II �II¶I�I � - - . - �* A : . . � O4 FINISH GRADE OR SURFACE � WITHOUT THE WRITTEN CONSENT OF STUDIO:G I �f r I II I II II II I�IL J � . ARCHITECTS.ALL RIGHTS RESERVED. iT�_iT_r I I-fi TI II I I I I l JII r_T_II II I II II 1-f I � I I I�II� - ' 'I '" I�I�� I TITII{ ' I'� � � II�I I' - - -— —-- - _ �� n OS WEED FABRIC . . � I�IL�_I I `. —_'—� �I J I I_�I I I J� .. —�'.—�� I I- �'`} . � I I I��IT ' I�� I-I-II II I C --- _ �>��; . . . -. O . I-IILI_II I JII�I LTI-I�� . , _I - - .... / a � - � 6 COMPACT DDS BGRADEFIED REVISIONS in�ri� ��:_�.�de �_ �: n- u� I�Ti..�:_�� _ �. - y ---- - - � LIlrL I . • .�, T�r I_III I � . • - ;�'? '� ' � � DATE DESCRIPTION � ��r��u • . . � • .: . ��- �� i�u - . . � � ��••: . �r- _--— - ' � I I-IICI II I�� r ��- �,( i IIIJ � I CIILI II-I� v�;��-S�v,� ��,( � - �I II- �� - - -—— � � - I�I-1�II_��7;�G��,,�",t�y�J�l �I I I�1T r�£,(j'�G`�.,�!"J�G�"S� 'fZ;;Y'"�"J� l�y _ _ _ ___ _ , I.O5.15 PRICINGSETMOTFOR�LONSTRUCTION� I H I F�-I I I'S._ s:�� -LTJ �I I�J I=1 I-I I I= - - -- - - _ i i i r-i�-ii ii-il-i-n-irn-iru-irir r n i �-r-iiru ii-u-u-i-u-n-i-u-i-n-u-r�-n " I I-I I rl I I-I I I I I I I-I-I I-I I I-I I-I�II-I-I I I� I I-I I I-I I I-I I I I-I I I-I-I-I I I I I-I I-I I 8 ' � � 5.29.15 PtaNNING SET FOR CUENT aeVlera . . . I ii irLi IIiL=11i II iIIJI�.I�l1-11 ill i Iliilli�IFl�I-r�L�_I ��JI�I�II illiill i li�ll i IITI i Iliil�c�ll�iL-ill�iill � - � WIOTHVARIES-SEEPLAN . .. . . SECTIONAA SECTIONBB PLANVIEW(N.T.S.) 2 s.oa.is �Q CITVCOMMENTftESPONSE ' _ " 3 � Q 10.07.15 Q CITYCOMMENTRESPONSE � . . .. � . .� � �LL a �� ' oz� .��. � .,. ,,...,._.,� - . . . . . , �o �n� ��i- .�l-�J-4��,�``'. .'` : . . � . . m I=11- „ , -a,Y.�.� ...-h._-. . ..�I��.l�.3�` � � � � I-I I I-I-I I-1I I-1-1 I I-I H FI H 1-1I I �� ' • II�I�11-11-I�II-I�I H L�l�H-I�I I�II�I-II � - - - 6 - -I-I H I I-I-' -t I-I H H I-I H I I-I I I H-I-' ; ' � . - I I=1I=I I=I I=I I�I1-I1= I�11 I�I I�1=1 FI=1I I I=1I=1I � 5 �PLANTER WALL WITH BENCH ANDIOR STEEL PANEL ��COBBLE PAVING � C SCALE:1'=1'-0" . `/ SCALE:N.T.S. DATE s.zs.zois - SCALE nsv,o�hH PROJECT ID assz.00 DRAVYN BY y,�A , ��I!=�r�I�';�'`�p�l,g %� _J�i -a� �` u n��fi� a+f� ��_--=�`-'t!/�s—s---l---- -- CONSTRUCTION i tf;��.''ll`v^.�;+�+i�i b''�::;-p��:�� DETAILS �� q � � SHEETTITLE �:-��t9,�-J ��, - -- - ��.�--_/�?--/�--_�_�_-- ��....� ��,-_:��a�s�L�d.� L2.01 �� _ _ -.__-_____. _.__. __�._______: _—�_-_-� - - SHEETNO. 1.�:i�' li�:.::�i�.�;��1 � . t �S U$ Y 1 �g C NOTES�. O Z'CHAMFER ALL EDGES <'� � 1.REFER TO MATERIALS LIST FOR COLOR,TYPE AND FINISH. ' � 2 CONTRACTOR SHALL VERIFY FRAMING DIMENSIONS BASED UPON FINISH O2 POURED IN PLACE CONCRETE BASE 3 DIMENSIONS SHOWN. ¢ 3.REFER TO PLAN FOR ORIENTATION OF WOOD SEATS. � (3 REBAR#4 @ 16"O.C.HORIZONTAL AND VERTICAL � 4.PROVIDE EXPANSION JOINTS AT ALL HARDSCAPE. CONTINUOUS 3"CLEAR 5.SEE MATERIALS LIST FOR LED SPEqFIGATIONS. z.t 2' 4O AO�ACENT PLANTING OR PAVING PER PLAN. 6.L15E WATERPROOf LOCKING CONNECTOR TO CONNECT INDIVIDUAL LI�HT STRIPS. pERSPECTIVE VIEW(BASE) �COMPACTED NON EXPANSIVE FILL 5'-0' �'-0' =n� �NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE. 10 7 LED STRIP LIGHT ALUMINUM MOUNTING HOUSING INSTAILED SIDE ELEVATION(BASE) U WITH HEAW DUTY EPDXY PER LE�MANUFACTURERS r - � RECOMMENDATIONS. PROJECTADDRESS �f�� ..____ _ ___ O9 iX PE WOOD SLANS WITH�HI�DEN FASTEN ttPICAL 10050&10080 N.WOLFE ROAD � PERSPECTIVE VIEW(FRAME) 8 CHAMFER ALL CORNERS ERS. I I 10 CONCRETEREVEALWITHLEDSTRIPLIGHT. CUPERTINO�CA , �,a��, �� PAINT INNER MOST FACE OF REVEAL. 11 � _ _ _ _� � -� SI�E ELEVATION(FRAME� � `-' 11 30X48"CLEAR SPACE FOR ACCESSIBLE SEATING ADJACENT -- ---.. __.. ;t�; t•iVp.� r �4 TO AND FACING THE SAME DIRECTION AS THE WOODEN PLAN I ,. ' PORTION OF SEATING CUBE PER SECTION 118-2212,2 OF 2013 — .. :.: . �� CBC. �a�d use E�nnemams „.. � �� 3� �,,.' �� - . . _� L dPl nning ��Y M� �•�^ ' �� ,'�., ` _ Landaqpe Architacture �.,:..: n .,_ . .' ..,. ;�i: i ...� � .._.-- 5 C�vilEn inee9nng ��"�� ,xp 9 � :�c�........., .. .. � � 6 UtiliN Desi n ' ��"''y~ �O 5lormwaterCompliance L nd Surveying TYPICAL SECTION WRH LIGHT �r te PERSPECTIVE VIEW SIDE ELEVATION is�o oakia�a Roaa voei ae�-�zoo San Jose.CA 95131 -IMHca com �FEATURE CUBE IWITHSLATS) h SCALE�12"=i'-0" MARKET READY for CUPERTINO FINANCIAL CENTER NOTES: /�/j��(t� � /.,,,«�.�.:� 1.CONCEPT MODEL VIEWS PROVIDED FOR PRICING 2.INTENT IS TO USE 4X4 PT POSTS AND 2X PT FRAMING AND CLAD ALL SIDES IN iX6IPE WITH •/A ,� �� `/ CHAMFERS AND HIDDEN FASTENERS-FINISH AND EXECUTION TO MATCH DECKING. ��• � 3.PROVIDE ALLOWANCE FOR WEATHERPROOF 50"OUTDOOR LED N AND HOOKUPS �'�� -- /� 4.INCLUDE FLUSH IPE ACCESS DOOR AND RACK AT REAR OF N FOR EQUIPMENT � 3 E PLAN __?�,. _.___-_ . . __ ' 2 5-1• 5 10 .-- -_ � � ___- _� � _ �" -�- __ .-_ ..._ . .�-.___ . � . . . -_ __--i _ . _.. '- � �,,,�..,.�-r1��-� �i _ - -=, F - _- _-- _ __ -- — � � � � ;' $g � . � � . . . . . . .U N . ' . . . ' . . � . . jP B�ay . y/I . _ . . . . ' ;._ . m$ � . . NOTES: �N � 1.MAKE A SECTION OF DECKING EASILY 1O 2X6 IPE WOOD DECKING WIT H NO VISIBLE Q$ � FASTENERS REMOVABLE FOR MAINTENANCE ACCESS OF a� DRAINAGE SYSTEM BELOW. O2 CONTINUOUS 4X6 PRESSURE TREATED' � . � 2.ALL STRUCTUR4L WOOD MEMBERSTO BE GIRDER -� PRESSURETREATED. O3 JOISTHANGER m ;� R ;�� 3.SLOPE CONCRETE CURB AND FOOTINGS TO DRAIN AWAY FROM WOOD. O4 ADJACENT CONCRETE PAVING WHERE . � `� ` �M � SHOWN ON PLAN O5 CONCRETE FOOTING AS SHOWN. _ 6O SIMPSON STRONGTIE PB44 FOST BASE WITH CORROSION PROTECTION O7 CONTINUOUS CONCRETE CUR6 WHERE PROJECTADDRESS SHOWN ON PLAN � O8 ATRIUMDRAINCONNECTEDTONEAREST 10050&10080 N.WOLFE ROAD " n 15 16 1q STORM DRAIN � � � � ATRNMDRAINS ' ' . � •. ERTI 2 1 7 4 O FOUR 4#4 REBAR VERTICAL WITH 3" � � (a_1 10 O.C.MIN w Z'6�MA%• Y�'MA%. �� C U P N � � ��f�� 4�k�� ,.,.,,,,..,. ..„ ,. �. ,.. ...,,,, .,.,,,.., , COMPACTED NON CLEAR MINIMUM ' 10 FOUR INCH THICK ,. , ..,.,.,,,: � I�Id i,i,u y, ,n EXPANSIVE FILL 6 tiY, 5��,' � �,.� 5�, y. y,.' • I�H I ll I 12 � Y '� ,�"�.X y�., 12 11 2X6 CONTINUOUS PRESSURE TREATED . TI ITI�I I �- "r - - JOISTS AT EVERY FOOTING LOCATION ` . . . . . . .. � . o III I•I I I� I-I.I II I II�I�I.�Ir�l � �III/ I. I II I 11-1 �.�I'LIII II-IL=i II I.�I II I I I `.�I.LI11=11r U . � . . . . 1=1I I I_f= I 111 .I I I I-I I � 1=I I I1=1I1=1- 13 =�I I I I I-I I I 1=1I I- - �3 12 4X4 PRESSURE TREATED PO5T5 UNDER Land Use Entitlements �� "' III I I I � 11=1 IIH I • III � 11=1 IFI rlll�l-I II IF'� 1=1 I-III-III-- GIRDERSIFREQUIREDASSPACER � ' LandPlanning�. ' � 1=1 1=1I I1= I I-1II- I I II1=1I I I 1=I I I1=1I1=1I=I I I=11 I I 1=1 I I I-I I I-II-I Landsca Architecture �I.I.'I.1_1 ] .I �I.I-I I I I-1•I.' I iii .I.'I.I-I T-� I''I I-II f-T-- r .I.'I I-i ]-I I''I -1-I I i-- Pe -I I I- - I�I F � iii=1l I I �I I �_� 1T=_I �� -� I I-�" 13 NATNE GRADE OR CERTIFIED civil Engineering � =i1„�„y��1=Ti�� , Lr_-iieii•��-'i �Ti .�- in_ ii-i i'-�- �� =iii-��.�-iir�-i-i:� = 10 u��i� oes�o -i=111 111=1=II'f�-L=111-III�„I-T��- iii_I11-1=11=11=1L=11=11-�'- �i-111��11-11�IL-ILII_�'= COMPACTEDSUBGRADE b e ��-0^ '-��-I I.Ilrlrl I-II�- -'-Ti-III-II-��-�" -III-III-i-"'- 14 SYNTHETICTLIRF �endsurveying �8 5 9 ��Stormwaler Compliance SECTION SECTION: SECTION: �$ PERIMETERANDSEAMCONNECTIONS- san�.iose,iCA95131 (40HMH acom DECKING FLUSH WITH ADJACENT GRADE DECKING WITH ADJACENT TURF CONDITION STAPLE OR NAIL TURF PER . MANUFACTURERS'INSTALLATION . RECOMMENDATIONS. - � 16 GALVANIZED NAILS OR LANDSCAPE . ANCHOR PINS WHERE NECESSARY TO MARKET READY fof • KEEP THE LAWN FLAT.ATTACHMENT CUPERTINO FINANCIAL CENTER � METHOD PER MANUFACTURERS I I RECOMMENDATIONS. __ - 3 ...-. _ _ :, �` « � � - � _.. z , � _.._ _._ v . . , � � � ,: ,: S LOPE TO ,: � ` . ; . . . . . . . - , ��f . , 4 ' �. . . . . . . . .. , °� / \ � . . . . . . .. 5 . . . z PLAN 8 11 CONTRACTOR SHALL WALK BUILDINGS TO VERIFY EXISP.NG CONDITIONS ` � WOOD DECK " pNOSCApE SCALE:1/2�-��-0" =y�,o� o�+v�y. � .�mv . . . . . . . . . . . . .. . . �f � . p � . . . .. . " . . 4tf OF CAl\F�o-? . STAMP ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS INDICATED HEREIN ARE THE WORK AND PROPERTY OF SNDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE . DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD WITHOUT THE WRITTEN CONSENT OF SNDIO:G ARCHITECTS.ALL RIGHTS RESERVED. REVISIONS DATE DESCRIPTION � � � 1.05.15 PRICINGSEf�NOTFORCONSTRUCTION) � � � 5.29.15 � PLANNINGSETFORLLIENTREVIEW � 9.04.I5 � CITY COMMENT RESPONSE . . . . . � , � � . I o.07.15. Q CIN CaMMENT RESPONSE . oATE 5.29.2015 , nq�/V -, /,L � � ' assHmm "'_`�';``'`i'+;F`'`',q,^,„ �p"/`i� �L/1- SCALE p( i ��"�L i J��li�_�V:r fI_ '__-_ _C�� ' __._ � � <-.�?o.i�T�c=x�.V'�!� B`��i��E,Cia PROJECTI� asez.00 �RAWN BY WA , ��-r��-1 ��_-- -- =%l--/_�,-:��=- _- �.�,';.i� CONSTRUCTION DETAILS ��_,��.,:.�r f.,,� - - - , F,°!�:_�s e�,:.L�-�u:✓ r-. -=_ -_ _ __'�_._...�-��.-t=.�.��_-___"--_-_�.��_.._ _ J �j%i,� ��JeeuiZG'_�l::d SHEETTITLE SHEETNO. �2■0 3 � . . . . . . . . ... . . . . . .. .. .. . 0 8 .�, . . . . CONSTRUCTION PLAN NOTES MATERIALS LIST: �$ . ti'a CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND E�UIPMENT FOR THE INSTALLATION OF ALL IMPROVEMENTS AS 'CONTRACTOR TO SUBMIT SAMPLES OF ALL FOLLOWING ITEMS TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO ORDERING m 8 �i SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. SAMPLES FOR HARDSCAPE SHALL BE A 3'X3'MIN.SQUARE AREA OF THE PAVING TYPE,_DEMONSTRATING ALL COLORS,FINISHES AND JOINTING._ �m � ' • SAMPLES OF WALLS SHALL DEMONSTRATE ALL COLORS,FINISHES AND JOINTING. ry � w$ CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING 81D AND PRIOR TO COMMENCING �� INSTALLATION.IF ANY DISCREPANCIES EXIST,THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S CONCRETE PAVING-TYPE 1 � � AUTHORIZED REPRESENTATIVE. SHALL BE NATURAL GRAY CONCRETE WITH LIGHT SANDBLAST FINISH,SAWCUT JOINTS PER PLAN.LOCATE EXPANSION JOINTS � A�JACENT TO ALL STRUCTURES(BUILDINGS,WALLS AND STEPS)AND AT MAXIMUM SPACING PER DETAIL AND SPECIFICATIONS, m CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SENlER,WATER AND UTILITY LINES ABOVE OR 6ELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.CONTRACTOR SHALL ASSUME CONCRETE PAVING-TYPE 2 ` ' SOLE RESPONSIBILITY FOR ANY COST INCURRED FOR REPAIR,RESTORATION,OR REPLACEMENT OF AFOREMENTIONED SHALL BE DAVIS INTEGRAL COLOR'LIGHT GRAY'CONCRETE WITH LIGHT SANDBLAST FINISH,SAWCUT JOINTS PER PLAN.LOCATE EXPANSION JOINTS UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. ADJACENT TO ALL STRUCTURES(BUILDINGS,.WALLS AND STEPS)AND AT MAXIMUM SPACING PER DETAIL AND SPECIFICATIONS.. ^ DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION PLANTER WALL WITH BENCH AND STEEI PANEL: OF THE OWNER'S AUTHORIZED REPRESENTATNE. CONCRETE SHALL BE NATURAL GRAY WITH LAMP BLACK,.SMOOTH.TROWEL FINISH � ALL EXPOSED WOOD SHALL BE IPE SIZED PER DETAIL.ALL OTHER W00�SHALL BE PRESSURE TREATED.CONTRACTOR TO COUNTER SINK STAINLESS STEEL HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS REPORT.IF SUCH REPORT IS SCREWS AND GLUE DOWELS IN EVERY VISIBLE HOLE.ALL WOOD YO BE SANDED,CLEANED AND SEALED BY BRUCE N/i1TKINS AT CAL PRESERVING,CONTACT PROJECT ADDRESS UNAVAILABIE,CONTRACTOR SHALL DISCUSS PLACEMENT ON SUITABLE GRADE WITH THE OWNER'S AUTHORIZED 65D.704.5653. REPRESENTATIVE. STEELPANELSHALLBEBOKMODERN.COM3116'ALUMINl1MPANELS.POWDERCOATCOLORANDPATTERNTBD. �0050��OO�O N.WOLFE ROAD UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,ALL MATERIALS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF FEAiURE CUBE: C U PERTI N O�CA CONCRETE SHALL BE NATURAL GRAY WITH LAMP BLACK,SMOOTH TROWEL FINISH OFF-SITE. ALL EXPOSED WOOD SHALL BE IPE SIZED PER DETAIL.ALL OTHER WOOD SHALL BE PRESSURE TREATED.CONTRACTOR TO COUNTER SINK STAINLESS STEEL SCREWS AND GLUE DOWELS IN EVERY VISIBLE HOLE.ALL WOOD TO BE SANDED,CLEANED AND SEALED BY BRUCE WATKINS AT CAL PRESERVING,CONTACT COSTS INCURRED DUE TO REPAIR,RESTORATI�N,OR REPLACEMENT OF EXISTING IMPROVEMENTS WHICH ARE fi50704.5653. , DESIGNATED°TO BE PROTECTED"OR'TO REMAIN°WHICH ARE bAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS ,_ ,.. a. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXPANSION JOINT:ASPHALTIC FELT MATERIAL WITH MASTIC FILL.MASTIC COLOR TO MATCH CONCRETE.LOCATE EXPANSION JOINTS ADJACENT TO ALL � � k ' STRUCTURES(BUILDINGS,WALLSAND STEPS)AND AT MAXIMUM SPACING PER DETAIL AND SPECIFICATIONS. Lend Use Entitlements UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,MATERIALSTO BE PURCHASED AND FURNISHED BYTHE Land Planning CONTRACTOR SHALL BE NEW. COBBLE:ALL COBBLE ON SITE SHALL BE'SAN PEDRO PEBBLES'AVAILABLE AT LYNGSO 650.3fi4.1730. �endscape Architeoture . . . . � , " , Civil Engineering . � � � � � - � " Utiliry Design CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE WITH NEATLY SAWED EDGES.IF A ALUMINUM HEADER:SHALL BE BLACK COLOR PERMASTRIP MANUFACTURED BY PERMALOC CORPORATION INSTALLED PER MANUfACTURERS Land surveying SAWCUT IS WITHIN THREE FEET(3')OF AN EXISTING EXPANSION OR CONTROL JOINT,CONCRETE SHALL BE REMOVED TO RECOMMENDATIONS,CONTACT 800.356.9660 stormwater Complian�a THAT NEAREST JOINT. i 570 oawand aoad (aos)ae�-zzoo GEOTEXTILE AND WEED BARRIER FABRIC:SHALL BE MIRAFI N-SERIES OR APPROVED EQUIVALENT san�ose,cn ss�st HMHca.com CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,MANUFACTURER'S CUT OR�ATA SHEETS FORAPPROVAL PRIOR TO _ ORDERING MATERIALS.CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF SYNTHETIC GRASS:SYNTHETIC LAWN SHALL BE SYNLAWN BRAND BL250.PRODUCT SHALL BE INSTALLED PER MANUFACTURERS RECOMMEN�ATIONS. COMPLIANCE FOR SUCH FURNISHED MATERIALS. WOOD DECK:ALL DECKING MATERIAL SHALL BE IPE WOOD SIZED PER DETAIL.ALL OTHER WOOD SHALL BE PRESSURE TREATED.CONTRACTOR TO COUNTER ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE OWNER'S AUTHORIZED SINK STAINLESS STEEL SCREWS AND GLUE DOWELS IN EVERY VISIBLE HOLE.ALL WOOD TO BE SANDED,CLEANED AND SEALED BY BRUCE WATKINS AT CAL MARKET READY for REPRESENTATIVE. PRESERVING,CONTACT 650.704.5653. CUPERTINO FINANCIAL CENTER LIGHTINGIELECTRICAL LEGEND SYMBOL. MANUFACiURER. MODEL COLOR/FINISH SIZE/ 4TY. ' DIMENSIONS, POSTLIGHT SEWXBRAN� EXELIACOLUMN SILVER 10'HEIGHT 18 � UPLIGHT FX LUMINAIRE �Z UPLIGHT LED WITH 30 � FLAT BLACK FINISH WATERPROOF PER ELECTRICAL PER ELECTRICAL PER ELECTRICAL PER ELECTRICAL � • ELECTRICAL OUTLET WITH STAINLESS STEEL ' � COVER CONTRACTOR SHALL WALK BUILDINGS � TO VERIFY EXISTING CONDITIONS POST LIGHT FOOTINGS SHALL BE HELD LOW AND SHALL NOT SHOW IN PLANTING OR HARDSCAPE. ^ - .. . .. . .. . . . . . . .. . . ' PNOSCAPt- . . . . , � � , . �'��y`_�?�ir . . . . . . . (�.2 „� . . . . . . fjq � �p . _ . .. . . . ' rf Or LA1.�F� � STAMP ALL DESIGNS,DR4WINGS AND WRITTEN MATERIALS INDICATED HEREIN ARE THE WORK AND PROPERTY OF STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE DUPLICATED,REUSED OR DISCLOSED 8Y ANY METHOD WITHOUT THE WRITfEN CONSENT OF STUDIO:G ARCHITECTS.ALL RIGHTS RESERVED.. REVISIONS � DATE DESCRIPTION • � I.O5.15 PRICINGSET(NOTFORCONSTRUCTION� ' � ' - � 5.29.15 PLANNING SET FOR CLIENT REVIEW . ' , � � , � . 9.04.15 Q CIttCOMMENTRE5PON5E . . .. � � 10.07.15 Q CITYCOMMENTRESPONSE . . . oare 5.z9.zo�5 . . /n�r—��"f�_�;`�i�T � J�1��-�1� / "/ . . . . SCALE nssHmM� n' �yp�f1 s J U� +4 J u•�V.�� / PROJECT ID assz.00 __ .— =�}'�^ . ' �'��91��;al:i��ii EU6.?96s��1� ow�wrisv WA r` . � CONSTRUCTION . ��--��, ��-___-1-��-1� ��;�� NOTES AND MATERIALS LIST �n,`.�M�r��•t 1. SHEET TITLE G>tFJ'�VL?,��._i0�� •--_- -- - _-�..._�_._s3=.�--_�__...«�__ �-� ^ �:c.S� e4`1�r1`i��.r SHEET N0. ��■0 4 � - . . . . . . � . � . .. . 08 . . . . . - . . . . . . . . . . �� . .. . .. . ; . . . . . . . ' � . . . � ,- . .. . � �m � .. . . . . . . . .. .. . � �e . � . .. � . . . . , , . ' .. �. .� �' . . � - � �. � � ��~ ... � � � . � . � . . ..� . �� . . . ��. .. .. .. � � . . �. � .� . � . � . . .. ... - � , .. u �� _ � ;.. . ,. -.:' ,BUILDING ." ° ' #, � , . ; . CUPERTINO.FINANC.IAL � . � . . -:�...: -�.5. . -. . . ., � ::,, ... ' . . � . � . :. .' ' .� . . �, �` PROJEC DRESS ., s ., T AD sa . o:: � CENTER _ . ° R �-., 10050&10080 N.WOLFE ROAD . . -:;' .. #2. .�1• P ° : .�� ° .. � . . .. . � .� . . . . . � .�, #z ��, :, . � o ;: CUPERTINO,CA 1.. _: . � � . . ,.._ � � „ o .1 8 °� ° �� e . . . . . n . , . . . . ..� ' � ,. .- o.. o � . .- � - .. . . . � . . '� . � . . . . ,,�Y . " ' o � � � � Land Planning. . .. . . � ..:�� ,�' , �... ,,�.�� .o � .. . . . . . . ... Landsca9 eArchitecture . . � ��Q ' ° „o,e e,-'e„� o000000e � � � � � � CivilEnineering �-.. ..� ese . ��x�� ,� � , , �� Utility Deslgn � . .. - . . . . .'...� LL, o � . ..;� � . � . . . .. Land Surveyin9 " . . . ,� � O a � �.e de .. , , . .. . . . . SlormxeterCamPliance � . . ��, . .. �... ... ��. . . . �. ' � � �' � . . BUILDING � o o , o , , 15700eklantlRoad (408)487-2200 CUPERTINO FINANCIAL -J a p ° eeoie =000 � SanJase.CA95131 HMHca.com CENTER ° � , ,; � � � • " -:,�.. .�.;.�. � r.z ti a2: � 1 r 1 . MARKET READYfor p i o _ 815' .730' , ` CUPERTINO FINANCIAL CENTER z, . . � , ceert�t+� cEu . . � - #3 <� . .. m � o. .. , . 6.7. . . . . . . . : 760' � o , ' . . ° �� .. ��., .. . .. ' . . . . . � a,, � �. ':. ;.. ccr- vee� ��' . . . i � :�-� o..� M4 tl5IX6 � .. .. . . ' ' .. . .�;�� n,. � i ' ' , � . .. �' � . ��'o . � . . . . '. ' ... . ' . . . e � � I o; ; :. e: ; ,� � , � �� , + � � _ _ .... .. : � e . . . ' �II�� °o o �e e ��e� . . . . . . . , � . � ... �1;�� o<ecao .e o0 0 _ 'I' ' vu . v0 � . . .. _ , . . , . �.:., . ..: ' �.. . . . . � .,. ... � . _ . . . o . �, o . . _ . . . . . . . . . - . ,.' �;. .'��., �- � ,;�:, . . . O o � .. . . . . . , �„_ ` BUILDING . , - o . o � , 0 oQo�ep e o ° o CUPERTINO FINANGIAL , . ,: . . .. ,.. ,. . � :;; :. ^ a . . .� �.. . . . .. ,. �-. . . � �•� I�� . . a �eo� oa oo'' se 9E . ' CENTER :,.; __ — -- ,;. � ea � ; , �° : „ � ' - 0 � � _.... _,_ ..... . , �: LIMIT OF � � � .. ` � � � '�� , a ;. ; WORK _. \ _.'_.. .__ .. :.. . . , � `'" :: `. ' � �� o � ..�� ;- , _,z , _ =', ',. � . ' , ;;, o.e - CONTRACTOR SHALL WALK BUILDINGS '. ' '' - �� TO VERIFY EXISTING CONDITIONS . . _. . o e o o a . _ . i � o� y � ..� :, ✓� .� `.� , ' ._.... .. ' ' �. . . . . . . `^�CAPt- . . . �; . . . ' . _ ' � �P� �`NC� _ . . ' ..... . �� .. . � . `2 . ., . . ��. ��: .1 1 .. � . . � vn evv , , ,, . ..� . � � ... O:' .. � �z, . � � .. � ' . . . . . .TJ4rE �fo�� . . � . . . ;.:� .. . ,,,.. :,•.. ,. . . ..��',. � . ' �j . � _ . . OFCA�� .. ... ., . .. . . i . . ..�. .',. .. '_ �!' . . . . � . . -�' . . . . i . . .. O P . ' . f— - ' �BUILDWG � , � . ., - e � • . CUP.ERTINO,FINANCIAL ;. . z - ^ � AMP ALL DESIGNS,DRAWINGS AND WRITfEN MATERIALS ST � `. CENTER ; - INDICATED HEREIN ARE THE WORK AND PROPERTY OF , •. : ,.. ;� . - .. , „ . . � „ ,_; : � ; ; .,,�« '; ee. . '� o DUPL WI 0 . ' � , z� e A THRUTUTHE WRITTEC C�ONS NT OFY TUDHO G . . ...::. ;. ,. ; ° H E E . . . vo e o ao : �,: . , , . , : , : ,: :. . . ,. , . ,'..�. •� -.� �... ,.". . . -. ,. . . ..' o oe � � . � o . . - i � ,. : , �., O ,. .- .:., . "-� . �.�.,.�.�..-...', ." " , . .. . ,. . .._.- — . ., � ' . . , � . . . . . ' ve e ; .. ` o i o R��S�oNs , . . . ' . � RRIGATIO .: , , .. #7 -#8: I' IDESCRIPTIONN L ,- SYMBOL .: � , ; EGEND - °•; f � { , , ' DATE DESCRIPTION ,.. . . o . , _. _ _ ..: . . . . , .-�7 -.'.O� �g �_ � I.O5.15 PRICINGSET�NOTFORCONSTRIICTION) , .�. �� •O REMOTE CONTROL VALVE 6 ' � '� ' " - 115�' ', - � � 5.29.15 PLANNINGSETFORCLIENTREVIEW ' "`..' "'. „� , REMOTECONTROLVALVE,PRESSURE - ' - ^ � " '' � ' � � 90415 Q CITYCOMMENTRESPONSE ' :,.'_ . ..., " . .. ... ;�,::'.<. . , ,. . . ' � �9 #�� REGULATOR 8 FILTER FOR ORIP SYSTEMS ' " � - " -' ' �� '� � , ��,' . ��. �� QQ 10.07.15 Q CITVCOMMENTRESPONSE . o° � 1.8 .35 � k�o �, �, �UICKCOUPLER . . ' , � . — 200, . . . ;; ".� . . .'--._.. ...__ ... .__.. � , _ . ' ' I O �g, TREEBUBBLER O `:.." � ,� �I U e�o NON PRESSURE LATERAL LINE � � � � o LIMIT;OF WOR� � u� - $ o o DRIP20NELATERALLINE �••�••—••� , o 0 0 0 ' ` o � o PRESSURIZED SUPPLY LINE(MAINLINE) v�� ..._... . : ' � o EXISTING MAINLINE �� ATE , o s.2s.2oi s �C''� �"'a�l J . .: ..:. o ii�i Ii`��V�"�at;J�+`3�� /�^"" / � '', ' "" ' q!%/�/'�' ;�'a SLEEVE(4°UNLESS OTHERWISE NOTED) ___= SCALE +•=,v c----I�`��=_��!—.__ . . ��j/;I --- o PROJECTID ��;,.�.,'tf�'�� v�i es�� ::.: :.... BUILDING:. : ,.. - �!i�///��rwa.�.du ' ' ' 4562.00 i' � t Y�r:rl - - � CUPERTINO FINANCIAL. ��` � I r . . . . . NTER 2 sPaciNc N LINES _ DRIP IRRIGATIO ORAWN BY WA ��-'° �``� f� _ _—- _�-_._—�—/�_"_�-..>�-----_-------_ . � � : ..:CE Y..� = . : '� - _ �g-,�;.�� u sT�nosa u o.s�-. GPM cPid GPM �°+��i��^��,i r'rt`°f VALVETAG x• IRRIGATION X" SIZE I APPROX LENGTH OF e-�"Jj"�•�`��-�.J�' e�� ' ---__ _�—'_�____ _- ._ ____-----__ 20NETYPE "'�c PLAN �_��.:�:; ,l�';��.f'._: ;1_;6' NOTES: SHEETTITLE - ` GRAPHIC SCALE 1. SEE SHEET L3.03 FOR IRRIGATION LEGEND AND NOTES. to 0 5 to 2o ao Z• SEE SHEET L3.04 FOR IRRIGATION DETAILS. TION PIANS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. 4.I HAVE COMPLIED WITH THE CRITERIA OF THE WATER (In F08t J Q CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED L 3 01 1 inch=10 feet THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. SHEET N0. � ' . . . ... .. . .. .. . . .. .. . ... . . . . . . .. . . . . . 0 8 .. .... '. ._ . . . ' . .. .: . . .� � � �. . . : . � I W P � � - . . . � . . . . . . . . . . . �S � . . . . .. . . ' . . . . . . . � a< . as.A , . . . ... . . . . . � . . . . � �� . . . - . . � ....� . . . . .. - . .. . . . . ... .. . ... .. . � � . ' . . . . .. . . .... � ' .... .. ..._. _.......... ... . . . . . . . . .. . ........, .... . ...... ....... .,. .. . ,.... ... ... ,,.. • ' .. • . . ... . . . . . .� .��,m�.,,� � . . . ..... . . .. . .. .. - � .. • - . .. �.. : ... :: , ... ..:�� ,-•.' .. . .. ,, :.,'. .. :.., . .f..., , . . . . . . . . . . . � . ' , " '� . �:.. ...:-.,. .. ' . . � . . � . . . . . . . . �� ,'�� :, , � ��:,.� , .. , �.,. � . .. , .. .. . . ..� ... , ., ,... � ..., , . ., .. PROJECTADDRESS ,� , � �.,. 10050&10080 N.WOLFE.ROAD � - . _ : ; , . � Bu��b�N� .� CUPERTINO,CA , . , .,`- ,;'.�:CUPERTINO FINANCIAL ,. , - . ,, _ , ` :..CENTER : : ,., , � . . . ... � ... .. :.;�. ., � . ., . . ... . L . . �' '�-. . �� ' � ,"�: . '�' �.�. .,..�..� .. � . and Use Entitlements� . � � . �- , � � - ' . . . . ' � Lsnd Planning. .. � . . . . � . . . . .. ....'� ��-.,� .:...'�. . "..,. "... .:. : , . ' ' . . . . � ..... . , .. � .. . endscape Architectu�e . . ..: , ,. .,,. .', ..�,,.,•.;�....�.-,. .,,,� :� �.., . ; .;....,',' ��,,, . . . , Civil Engineering .. � -. .. . �..,.. .. .. , ; .. ... ,, . , ... .: ; . .. '.- � ' ' � � U[ili Design . . . . .. . � . _ . . '_._.�. ��.,� ,.: ' �.:. ,. . . . � .. . ..� . . Land Surveying . . . . � ' . . '.:� � � ...�: , �:�� ...,�::.. ..:.� � � ; StortnwaterC p nce � �, : , . . . . . . . . .�,,. �,,. :�.... ',..�.. � , . � , ..�. � . � .. � ( . _...��. . .., .;;. ..,;., . . '�...:� ... '-.,,.�.. .. ,�� ..,. . . 0 Oakland Road om40B)487-2200 157 � ' ' � , � � �� ' . - � � ' , � � � ,. � SanJosa,CA95131 HMHce.com . . . � . .. ��::' .�.:. . :. ' ,... ' . .. -' ..,::.:. . . . I. .. . . . . . . . . , :, .' ''.' �.' ..- .. .. .. . . � . .._.... � . . . . . . ..._., .... . . . . . .�.. , '' . . . . , " MARKETREADYfor LIMIT OF WORK. . , , . ;:.. ,.. : . , � CUPERTINO FINANCIAL CENTER � � � � � � � � � ,, ;:. , ;; � . . . . � .....:.._. 4� j. . '... .. , �... ... .. . .... .. . . . . . . . . . ' ' I ...... . .................. ..... . ..... ...... . . . . . . . .. . . � . . � 1 . . . \ � .... . . . . . . ��.�' J. � � . ,:. : . .. ,:. � ,..... . ' ' _. ._ �� ,v��v_.:. ' � _. .... ...:._ . . `, ,. . o � _. O � ' , _.. _,:_ _..... .... _ .: � _. .. _. _. w , I ` �r � �i � .: �::' J �.,....'..-......-_. . . :�� .�,., :.,� . . . . Q .... .. . . . . . . .. . � . .� . . . . . . . ..... . . ' . . . . . . i #14 .#15 . _._..._... _.. � ' �� . . : ._ � 4.4 ,9''. . , . . ' , , ,':,, . . . .� , . ..� ........., � . ....._. ' .. � : o soo�• aozo�: .BUILDING .' Z , c rrzEa c�Tea `" ` " ' "' '" '' "'' '' CONTRACTOR SHALL WALK BUILDINGS CUPERTINO FINANCIAC ToveaiFvexisnNccoNoirioNs � : _ .... ... �. ; v CENTER.' ; , . . . . 'N15 , . _ . �. � .. . .. . .. . . . . . . " ' �P�M1 • , .:._._.... . .. . . .. . `P�LAPE� . . . ��'1_ � � ' ' � '' � � � ''�7 ' . . . . . . 2�� D�N�. . . �� ._.. .. .. . . . ' . 4 xawv Py . � � � ��' � .._... . . . . � . . "...., .. " . � . . . .f��, u. � . . . . _ ........... ... ; � .. . . . . � �� ' . i�l . ��, , .. . .. . . 9lf OF CAl\F�P? . . e o � STi1MP 0 . . � .. . . � �. , ' �� .-:.� .: .','. .,, ALL DESIGNS,DRAWINGS AND WRITTEN MAIERIALS' " � , - ,`�,; "; `., �; INDICATED HEREIN ARE THE WORK AND PROPERTY OF a ' � ' STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE • ;; , , � � --.. n o _ ':,:.' DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD � WITHOUT THE WRITfEN CONSENT OF STUDIO:G 0 o ARCHITECTS.ALL RIGHTS RESERVED. o ° , . a� o � K11 #12 #13' . . . � � o o � ' 20 3 tfi2 . � REVISIONS � � ^ °°�°°�°° o r. ,, ,. IRRI�ATION LEGEND , . . 0 2280' ..325' .1830' � - � DATE DESCRIPTION �� .c� H��H DESCRIPTION SYMBOL �� - p p . 1.05.15 PRICINGSET�NOTFORCONSTRUCTION) � � c c . .. o ! ""' 'k13"' " „ """' "'' '^" ' """' '" ' � 5.29.15 ' Pl/1NNING SEf FOR CLIENT REVIEW . REMOTE CONTROL VALVE �i ° ' � REMOTE CONTROL VALVE,PRESSURE � a . a� � REGULATOR&FILTER FOR DRIP SYSTEMS �' �.oa.is +0 CINCOMMENTRESPONSE . . . o o � 'p • . . . . . o � QUICK COUPLER °O 10.07.15 Q CITY COMMENT RESPONSE � 0 � '� TREE BUBBLER o ; - _- - - _ --- - --.---- "- --- -`�---- -'�- -' NON PRESSURE LATERAL LINE DRIPZONE LATERAL LINE —••—••—••— u . PRESSURIZED SUPPLY LINE(MAINLINE) �� a o� n � o,a_ � , EXISTING MAINLINE �� DATE s.z9.2ois p"a(,��'�'�i?��},,F�/,'�i,� / � �/� � SLEEVE(4°UNLESS OTHERWISE NOTED) ___= SCALE r.io I�e� U U U<:JVG-'� ��`�-� ��/ a� � PROJECT I� d562.00 � ��°�'��Z�� a�� DRIPIRRIGATIONLWES ��BY WA STEVENS CREEK BLVD �z°SPACING �� ____ _ __r�_f�-�� ,�:.� d�,�� ____ — — __ � �•�r�� GPM 5TG oNa GPM �Fc.�— VALVE TAG I RRI GATI O N Xe s¢e x. A�PROX.LEI:GTHOF ,�,�, PLAN �� ','i`al'_T�'q"I�1'rl � � ZONETYPE :_S+L r 3 6 V..i.�.0 Y'l�f DRIPTUBING ✓ r— _'- .�_-'.w___---�,-.�.__'_-==�-�r.�� -— - -- •r r_ t't i�.��...,_..�;, NOTES: SHEETTITLE ' �-`�'•="`� �t j��'-�;�`-'� GRAPHIC SCALE 1. SEE SHEET L3.03 FOR IRRIGATION LEGEND AND NOTES. �o o s io po yp 2. SEE SHEET L3.04 FOR IRRIGATION DETAILS. TION PLANS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. 4.I HAVE COMPLIED WITH THE CRITERIA OF THE WATER (In Feet) Q CONSERVATION IN LANDSCAPING OROINANCE AND APPLIED ��■o� 1 inch=10 feet THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. SHEET N0. .. . . , . . 08 ' '. . . � . .. IRRIGATION LEGEND y U� � � ' ' ' . .. -- ....� �:':., -` � - . . . . . ao , ,., -. ,. . ,._: .. �o U m � SYMBOL DESCRIPTION MANUFACTURER/MODEL/SIZE Q Q � ' �RIPZONE CONTROL KIT INC.REMOTE CONTROL VALVE, TORO�KZ-TPV-I-MP(MEDIUM FLOW DRIPLINE KfT FOR 2-20 GPM) 'a" 1. THE CONTRACTOR SHALL CONNECT P.O.C.FROM�OWNSTREAM OF WATER METER AND COMPLETE THE ENTIRE SYSTEM AS SHOWN ON THE PLANS AND SPECIFICATIONS. � PRESSURE REGULATOR 8 FILTER FOR DL2000 STATIONS �KZ-700•1•LF(LOW FLOW FOR 2 GPM AND LESS) � . � 2. DRAWINGS ARE DIAGR4MMATIC AND DO NOT NECESSARILY INDICATE ALL THE OFFSETS AND FITTINGS REQUIRED FOR A COMPLETE IRRIGATION SYSTEM.THE IRRIGATION SYSTEM SHALL BE INSTALLED WITHIN A Q FLUSH VALVE FOR DL2000 SYSTEM TORO FCH-H-FIPT PLANTING AREA WHEREVER POSSIBLE.CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. • •- �- T � AIR VACUUM RELIEF VALVE FOR DL2000 SYSTEM TORO YD-500-34 3. E�UIPMENT INCLUDING MAIN,LATERALS,AND VALVES SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE,REACHABLE DISTANCE FROM HARDSCAPE OR TURF AREAS UNLESS OTHERWISE NOTED ON THE DRAWINGS. - �o OPERATION INDICATOR FOR DL2000 SYSTEM TORO DL-MP9 4. CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN SEPERATE P.V.C.SCHEDULE 40 SLEEVES.CONTRACTOR SHALL COORDINATE PIPING AND SLEEVING LOCATION PRIOR TO H,4RDSCAPE INSTALLATION.SLEEVING SHALL 8E INSTALLED IN ACCORDANCE WITH APPLICABLE CODES.WHEREVER POSSIBLE,CONTROL WIRES SHALL OCCUPY iHE SAME TRENCH AS PIPES.EACH CONTROLLER SHALL y REMOTE CONTROL VALVE IRRITROL SYSTEMS 100 SERIES GLOBE VALVE(CENTURY PLUS}SIZE AS INDICATED HAVE AN INDEPENDENT GROUND WIRE: PROJECTADDRESS _ 1"QUICK COUPLER VALVE WITH Q TOR0100•2SLVC(2 PIECE,1'SINGLE LUG,WITH VINYL LOCKING COVER) 5. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881(AB 1881)AND THE STATE'S MODEL ORDINANCE ANDIOR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT �o�wN��NY��o�ER 10050&10080 N.WOLFE,ROAD - LANDSCAPE ORDINANCE.INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND ORDINANCES. OPERATING T SYMBOL DESCRIPTION PRESSURE MODEL NOZZLEGPM CUPER I INO�CA _ fi. THE EXISTING WATER PRESSURE AT THE EXISTING WATER METER LOCATION RANGES TBD.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WATER PRESSURE.IF ANY DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL FIEL�CON�ITIONS NOTIFY THE LANDSCAPE ARCHRECT IMMEDIATELY IN WRRING FOR A DECISION BEFORE PROCEEDING WITH THE INSTALLATION. BUBBLERS 7. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE(P.5.1.)AND A MAXIMUM DEMAND(G.P.M.)AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWIN�S.CONTRACTOR SHALL VERIFY � BELOW GRADE TREE BUBBLER(2 PER TREE) 20 PSI TORO FBSO-PC (0.53) PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIORTO.COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE OWNER'S AUTHORIZED REPRESENTATNE.IF ANY DISCREPANCIES EXIST, SYMBOL DESCRIPTION MODEL NOTES � THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. �� NONPRESSURE IRRIGATION SUPPLYLINE-3/4"MIN. CLASS 200 PVC PIPE 12"COVER Land Use EntiUements 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVER4GE OF ALL PLANTING AREAS.BALANCE EACH SYSTEM TO OPTIMUM COVERAGE,AND ADJUST EACH NOZZLE FOR MAXIMUM �and Planning. ' EFFlCIENCY. _--_= SLEEVE:2x ENCLOSE�PIPE DIAMETER OR AS INDICATED 112015CHED.40 PVC PIPE 24"COVER Lendsppe Arohitectu�e . .. .. . . . . . . . .. -.- .. . . . . Civil Engineerin9 . 9. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUSTALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND.TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR �� PRESSURE SUPPLY MAINLINE 11201SCHED.40 PVC PIPE 24"COVER Utiliry Design '' STRUCTURAL ELEMENTS,THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE iHE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OP¶MUM Land Surveying , NONPRESSURE DRIP IRRIGATION LATERAL•SIZED PER SCHEDULE 40 PVC PIPE 12"COVER stormvrater Compliance OPERATING PRESSURE FOR EACH SYSTEM.,COSTS INCURRED�UE TO ANYADJUSTMENTS FOR 100%COVERAGE,INCLUDING THOSE REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE THE -•'-"-"-•�'- � RESPONSIBILITY OF THE CONTRACTOR. . PIPE SIZING CHART �s�o oakia„e aoaa �noa�ae�-zzoo � � San Jose,CA 95131 HMHce.com 10. DURING THE MAINTENANCE PERIOD,IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR TO ENSURE ALL PLANT MATERIAL RECEIVES AS MUCH WATER AS IS NECESSARY FOR uMROF zoNe DRIP IRRIGATION ESTABLISHMENT AND TO SUSTAIN GOOD PLANT HEALTH. TORO DL2000'SERIES PC DRIPLINE MODEL RGP-2-12 11. THE CONTR4CTOR SHALL COORDINATE INSTALLATION OFTHE IRRIGATION SYSTEM WITH THE LAYOUTAN�INSTALLATION OF THE PLANT MATERIAL TO ENSURE THAT THERE WILL BE COMPLETE AND UNIFORM DL2000 SERIES PC DRIPLINE SPACING=12" MARKET READYfor IRRIGATION COVERAGE OF PLANTING.THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY � EMITTER SPACING=12" . CUPERTINO FINANCIAL CENTER CHANGES,DELETIONS,OR ADDITIONS ARE REQUIRED.THE IRRIGATION SYSTEM SHALL BE INSTALIED AND TESTED PRIOR TO THE INSTALLATION.OF ANY PLANT MATERIALS. �. DRIPPER FLOW=0.53 GPH 12. 'TRENCHING DEPTHS FOR IRRIGATION PIPES SHALL BE AS FOLLOWS:MAIN=24",ALL LATERALS=12".ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE.PROVIDE A MINIMUM 3"SAND ENVELOPE AROUND ALL gUBBLER AND SPRAY VALVES LASER CUT TU91NG VALVES MAINLINE PIPE. # CONTROLLER STATION NUMBER ,FEeA ZONE TYPE,IF APPLICAPBLE XX GALLONS PER MINUTE THROUGH VALVE tt° CONTROLLER STATION NUMBER 13. MINIMUM LATERAL SIZE SHALL BE 314'.SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:UNLESS OTHERWISE NOTED.: �^ CONTROL VALVE SIZE �PM . GALLONS PER MINUTE THROUGH VALVE 314" 0.9GPM CONTROL VALVE SIZE 1' 9.1-18GPM ' -,;t'., xx LENGTH OF�RIP TUBING,IF APPLICABLE 1-1/4" 18.1-30GPM NOTE:ALL BOXES SHALL BE 6LACK PLASTIC 1-1/2" 31.1-40GPM 2' 4�.1-60GPM _ 14. IF SETfLEMENT OCCURS ALONG TRENCHES AND ADJUSTMENT(S)TO PIPES,VALVES,OR HEADS IS REQUIRED,THE CONTRACTOR,AS PART OF WORK UNDER THIS CONTRACT,SHALL MAKE ALL ADJUSTMENTS IRRIGATION CONTROLLER SCHEDULE. WITHOUT EXTRA COSTS TO THE OWNER. � � . . . . . . LEGENO C=Number al Cycles ' � 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILL AND REPAIR ALL DEPRESSIONS AND REPLACE ALL NECESSARY LAWN ANDIOR PLANTING DUE TO THE SETTLEMENT OF IRRIGATION FOR ONE YEAR T=Minutes per CycPe : R=Number of Runs Per Week � FOLLOWING THE ACCEPTED COMPLETION OF MAINTENANCE. . ' t ... ...... ,... ..:. .. . _'._...- " ' .Stal." 1.GPM= � 0.50� StaL2 GPM= 0.27' StaL3 �GPM= 6.70 :Stal4 ';GPM= 7.20i StaLS GPM= 1.10 ' � ' � � � � 16. THE CONTRACTOR SHALL GUARANTEE THAT ALL MATERIAL,EQUIPMENT,AND WORKMANSHIP FURNISHED BY HIM BE FREE OF DEFECTS FOR ONE YEAR FOLLOWING THE ACCEPTED COMPLETION OF Descri fian �oRIP�INE '' oescn E�on � � � � TREE BU6BLER� Descnption 7REE BUBBLER �;Oescnpuon .ORIPLINE �escriptwn �DRIPLINE . _'_.. P__.._ . : __.P _ ....__ . _. . .... _._... ._.... MAfNTENANCE. c T R Monthly Gal., C iT R � y Gal . . , . Monthl Gal. C T.�.R Monthi ,'C T 'R�MontFif�Yofals , C � y :T R MonthlyToials . . Jan. �' 1 4 1 8! '7' 3 2: S� 1 3; 2 '161 1 4� 1 175; 1: J 7 78 � 17. ALL PLASTIC FITTINGS SHALL BE A MINIMUM OF 18"APART TO FACILRATE REMOVAL AND REPLACEMENT OF INDIVIDUAL FITTINGS. Fen, 2 4 2 32 2 4 2: 13 z a 2 4zs 2 4 2 46t; 2; 4 2 70 , . . . ' .� � . -�� - � � � � � Mar. � 2 5 3 � ' 60:. ,2i 5 3: 25�� 2 5� 3 ' 804 2 5: 3 B64i' .2:, 5. 3 132 ' "" � : . ..__ .; ..; .._ 18, SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES.CONTRACTOR TO LEAVE A 24"COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100'ON CENTER ALONG WIRE RUN.TAPE WIRE APr. 2 s a so z� 5 3. 25 2 5 3 804 2 5 3 864 2; 5 3 132 . . .._.. _ ._. .__. ... _ . . . .. _. . . _ rtnay 2. s _3 '.� iz 2; s 3:. 30. 2. 6. 3_ 965 2. 6 3. 1037 2; s 3 iss CONTRACTORSHALLWALKBUILDINGS BUNDLES 10'ON CENTER.NO TAPING WILL BE PERMITTED INSIDE SLEEVES.WIRE CONNECTORS SHALL BE SCOTCH DBY OR APPROVED EQUAL,INSTALLED IN ACCORDANCE WITH MANUFACTURER'S • ` - - INSTRUCTIONS. Jun. 2 6 4 96; 2: 6 4i 40 2 6 4. �286 2 6 4 1382: 2; 6 s 2t7 TOVERIFYEXISTINGCONDITIONS Jul. � 3 6 4' Sd4: 3�. 7 4: 71: � 3 7 4 2251 3 6 4 2074: 3i 6 4. 317 . . Au9.: .3. 7. 4 168i 3� 7 4i . 71... . 3 7� 4 2251 � 3 7�.�4 . 2419i 3: 7 4 � 370.. . . , . . . . 19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS:BOXES SHALL BE SET FLUSH WITH THE FINISH GRADE OR Sept�3 7 3" 126: 31 7 3 53"" 3 �_s 1688 3 ��a iaia: 3i � 3 a77 -- ----- --- -- SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. oci. : 2 6 3 72 i 2;- 6 3: 30 2 6� 3 965 � 2 6: 3 1037:�� 2:••6 �3�� 158 � � . . . . . � Nov.' 2�5'� 3 60: .2; S.3; 25' 2 5: 3 .804 . 2 S 3 864;. 2: 5 3.. t32 r.Noscn>e . 20. CONTROL WIRES SHALL BE 14 GAUGE(RED).SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE.COMMON GROUND WIRES SHALL BE 12 GAUGE(WHITE)ALL CONTROL WIRES LEADING FROM nec. ' 1 4 1 8' ' t: 4 2; 7 1 .a 1 2 214 1 4 1 115i t i 4 'f" 18 `2�°�v�cy VALVES TO CONTROLLER SHALL BE LOOPED-UP A MINIMUM OF 30°INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. Mnual Gallrnis:. 9a6 Annua�Ganons 396. Annual Gallons. 12623 . Annual Gallons, 13046� Anniiai�allor7s t993 ` Y¢� 21. CONTRACTOR SHALL INSTALL ANTI-DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. -- � . . . ., ' - � :StaL6 '�GPM= ' OA2� StaL17 GPM= 1.00�� "Stat.O GPM= 0.07 :StaL9 'GPM=" �'�"t.80; StaC�70 GPM �6.�5 s�qf " a�� - 22. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Descn Uo� TREE BUBBLER �escri tion iDRIIPLINE �escriplion TREE BUeeLER 'Description DRIPLINE Oescn tion TREE BUBBL f o�ca��FO ` � � �� .� . � :C T .•R..-.� : C ;T R ;Monthl Totai�...C..T R MomhryTo[al �:C T. .R-MonlhlyTotai � C :T R MonthlyTotai � . ' . � . 23. BUBBLERS SHACL 8E LOCATED ON THE UPHILL SIDE OF TREES. .lan. ! t 3' 2 10! �i 4'' 7 i 76 1 '3''2 2 ' ' 1 4: 1 29 i �i 3 2 8 .. . . ; - : Feb. ; 2 4� 2 27;� 2�; 4�2; 64� z 4� 2 � 4 : 2 4. 2 ' 115:� 2: 4 2 22 STAMP . 24. ALL WATER TO DRAIN AWAY FROM BUILDING PER LOCAL BUILDING CODE. Mar. 2 5ti 3 50:.:. .2 j' S 3: 120 2 .5. 3 8 ' 2 5 3 21G;. 2:. 5 3 4Z , ' ' � Apr. � 2 5: 3 50:- -2: �5 3; �20� 2 5� 3 �-8 : 2 5� 3 2t6; '2:' S 3 n2 �� ALLDESIGNS,DRAWINGSANDWRITTENMATERIALS � � � � Ma 2 6� 3 60i �2i��6�3; 144� 2 �6 3 �-10 � 2 6� 3 259i 2�� 6 3� 50 25. FOR ADDITIONAL INFORMATION SEE DETAILS AND SPECIFICATIONS. �un ; z"'s' a "' at; 2: � a: ' �gz, 2 s a 13 2 6 4 . 346; 2i 6 A 67 INDICATED HEREIN ARE THE WORK AND PROPERN OF - Jul. ' 3 7, 4��' 141; 3 i fi a;� zaa 3 7 4 2a . 3 6� 4 - ' �'518; 3 i a t�e � STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE � � 31. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRQDE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS Aug.: 3 7' 4 147: 3 i 7 4: 336 3 7. a za a 7: 4 605i 3' 7 a t�a DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD EXISTTHAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.SUCH OBSTRUCTIONS OF DIFFERENCES SHOULD BE BROUGHTTO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.IN SePt;_3: Z. 3_ 1a6: 3' 7 3: 252;. 3 7 3 78 3 7:.3 . 454! 3; 7 a sa WITHOUT THE WRITTEN CONSENT OF STUDIO:G THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE CONTR4CTOR SHALL ASSUME FULL RESPONSI8ILITY FOR ANY REVISIONS NECESSARY. occ z s' a so; z: s 3; taa 2 s 3 to z e 3 Z59i 2i 6 3 so ARCHITECTS.ALL RIGHTS RESERVED. Nov.: 2 5� 3 50� �2i 5 3: 720�� 2 5� 3 8 ' 2 5� 3 ' 216.; 2: 5 J 42 Q 'I HAVE COMPUED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, oe�. . i 4 2 13 1 j a' �: �s i a: z z i a: i zs �:_a_z_____i� � � REVISIONS - Annual Gallons' 791:-. . �Annuat GaOons 1872 Annual Gallons �732 Annual Gallore� 3262i . �-Annual GalWns fi59 . I - :Stat. 11:GPM= � 20.00: SIaL' 12 GPM= 3.00' Stal. 13 GPM= 16.2U ��Stat. 14'GPM=� 4.40; S�aL: 15 GPM= 9.00 Df�TE DESCRIPTION - � �Oescription..DRIPLINE Oescrfptian +DRIPLINE .Descri tian DRIPUNE :�escri tion. DRIPLINE Description DRIPLIIJE � -, ; � . ' :C"'T �:R ' C iT R '.Month Tolal ' C T ;R MonihlyTotal :C�T�'R''MonlhlyTotal ', C iT R MonNlyTotat, I.O5.15 PRICINGSET�NOTFOACONSTRUCTION) . Jan. ' .1� 3.� 7� � 240; 1 i 2 1: ..24... .1 2 1 130 �1 2��1 � 35� t: 2 t 72 � � Feb. � 2� 3� 2 960: 2i 3, 2i 7b4'� '�2 3, 2 778 �2 �3� 'L � �� 211�, 2:, 3 2 432 5.29.15 PLANNINGSETFORCLIENTREVIEW Mar. � 2 4, 3 1920; 2' 4 3: 288 2 4; 3 1555 � 2 4 3 � 422� 2.� 4 3 861 Apr. 2 4 3 1920; �2'� 4 3i 288� 2 4 7 1555 2 4 3 422; 2� 4 3 864 9.04.15 QW CI7YCOMMENTftE5PON5E . � Ma 2 5 3 2400;. �2I 5 3i 360 2 'S' 3 1944 2 5 3 � 528" �:2-: 51 3- 1080 ' � � � - � Jun. : 2 5: d � 3200:� �2�, S 4i 480� 2 5 4 � 2592 2 5. 4 70.M1: �2;� 5 4� 14d0 10.07.15 Q CITYCOMMENTRESPONSE . � � � . Jul_�_ 3 .7 4..' 6720: 3�. 7 4< . 7008 _3 7. 4 5-043 _.3 7• 4 1478 3_7 T4 ..3624 . . . . Aug_�_3 7: 4 6720: 3; 7 4---- 10�8� 3 7 4 5443 3 7�4- - 1478; 3i 7 4' 3024 � Sept 3 7 3� ' SO40� 3� 7 3� �756•� �3 7 3 4082 3 7��3 � 1109� 3S 7 3 2268 � � . , . . � . Oct. . 2 5 3 ' 2J00' 2' S 3; .360 2 5� 3 1944 � 2 5� 3 . ' S28' 2i 5 3 108D � , � Nav. 2 4,' 3 � 1920�: 2: d 3: 288 � 2 4 3 1555 2 4�'3 � � 422i 2: 4 3 864 ' . . Oec.: 7 3 1 ' �240: 1' 2� tE 24 1 �2..1 130 � 1 2: 7 � 35:. 1:..2 �t� 72 � -__'-_'__ -�_____ -___-:'_.'___ .. . � .:. : , . . ' � � � Mnual Gallons' 33680� :Annual Galions 5028: Annual Gallons 27757 Annual Galto� 7374� •;Annual Galtons 15084 " TOTAL:123,938 ESTIMATED ANNUAL GALLONS IRRIGATION ANNUAL WATER BUDGET Y,1, i'=A"�'`'"i.I�� __T_��v s � � DATE s.zs.zots r� �._Y.r��, ��"51d IT ��S`�:z✓��6-3=- _______ ` MnualWate�Budaet: Projecl: 10050810080N.WOLFEROAD � SCALE. „ norras� �-� �S f,f^ H Estimaletl Water Use Calculation(EWU) City: CUPERTINO,CA C'a�T",��6,�'��i�'� ��'��y MaximumApplietlWaterUse(MAWU) . JobNo: 4562.00 PROJECTI� . s562.00 . �-�� Designer. JRM / J Date: 10/7115 DRAWN BY wq ftt''� // _ETo= 49.35. . . I�', ________T-'_", . [_•� L{\a l __ ____ '•__��-, Plant Shrubs, Shrubs. Turf #of Trees Total Maz:Applied To1al est. Water use �"'�� Type Groundcoverarea Groundcoverarea Trees (gaVyr) Landsrape Water waterusr. surplusor ��x�; � PF- , 0.4 Area Use� (gal/yr.) deficit � ' � IE= 0.850 fsau.) (gallyr.) IRRIGATION Area(S.F.) Ew� Area(S.F.) EW� Area(S.F.) EW� LEGEND AND ��h,. m•�� "�j 8,035.0 115,692.7 0.0 0.0 17.0 8.840.0 8,035.0 172,092.8 124,532.7 47,560.2 �.:::�C��i��..�'1�� c--_--- =_ ----=r_.=---_-._-__-�=__- = NOTES '� � Total 8,035.0 '115,fi92.7 0.0 0.0 0.0 0.0 'I7.0 8,840.0 8,035.0 172,092.8 124,532.7 47,560.2 �, ', ,;_,� ;�,';�)��:�.'=;�� Acre(eevyr o.5 oA 0.1 SHEET TITLE V Q CublcfeeVyr 23,002.0 16,645.1 6,356.9 • z SHEETNO. �3�O 3 - � • . . . . . . .. . . , . . _ . . . . . . . . oS . . .- : � . . .. . . . . . .. ... �m . . . . . . . . .. . .. .. .�m . . . . � .. - . � , , � �. . � . _ �m � . . . . . . . Q P . � . . . . . .. . , . . . . . . - .. . . . . �� . � . . . . . . � . - � . � . . � � . .. � . . .. . .. . . . . - . . . . . .. � . .. . . .. . . . . .. - . .. `,�,�. ...,..� _ . - NOTES: 1 DRIPLINE OPERATION INDICATOR. NOTE: 1 FINISHED GRADE 1. USE ONE OPERATION INDICATOR PER ZONE. O USE ONE PER ZONE AND.LOCATED NOTES: O POSITION BUBBLER O 1/2°W RESISITANT NO PE�CE AGGREGATE PRIOR TO O ORLEQUAL Wl�GREEN LID�ZB) SLEEVE BELOW ALL HARDSCAPE ELEMENTS O 2:PLACE AT FLUSH END OF ZONE. �� BUBBLER DISTANCE TO ROOT OVER ROOT BALL FLEXIBLE SCH 40 PVC AT FLUSH END OF ZONE BALL WILL VARY DEPENDING ON INSTALLATION OF VALVE BOX O FINISHED GRADE/BEFORE WITH THE SLEEVING 11VICE THE DIAMETER O PROVIDE A MIN.OF 2"CLEAR 3. SEE IRRIGATION LEGEND FOR PIPE SCHEDULE AND O FINISHED GRADE THE CONTAINER SIZE OF THE O2 PRESSURE HOSE(BLACK) Z, INSTALL VALVE BOX SO TOP OF BOX IS PLANTING PROJECT.ADDRESS OF WIRE BUN�LE CONTAINED IN IT. BETWEEN PIPES EQUIPMENT SPECIFICATION. COMPENSATING�RIP O SOIL RING(SEE ' SEE IRRIGATION LEGEND FOR MINIMUM OO ENVELOPE AROI ND ALL MA NLINE 4 R COMMENDATIONS.RDANCE WITH MANUFACTURER'S O pECIFICATIONS KFILL PER PLANT.ALLOW 6"BETWEEN gUBBLER(SEE LEGEND s PLANTIN�DETAILS) � FLUSH WITH ADJACENT HARDSCAPE O3 GATE VALVE:SEE LEGEND FOR COVER. TRUNKANDBUBBLER: MAKEANDMODELLINESIZE 10050&10080 N.WOLFE ROAD 2.PLACE ALL BUBBLERS ON FOR MODEL) O7 FINISHED GRADE 4 SCH 40 PVC MALE ADAPTOR INSTRUCTIONS: O SNAKE SOLVENT WELD PLASTIC � O4 DRIPLINE.USE ONE PER ZONE AND UPHILL SIDE OF SLOPE IF O UV RESISTANT 1/2"PVC � . 1.CcNTERVALYEBO%OVERRESIOTECONTROLVALVETO PIpING IN TRENCH AS SHOWN LOCATED AT FLUSH END OF ZONE 3 O 1/2"PVC SCH 40(MIPT X . 5 PVC SCH 40 MIN B°LONG � �� C U PERTI NO�CA � FaciurnreseaHcwcvuvF. APFLICABLE CONCEAL ALL SCFID 40 ADAPTER SLIP)MALE ADAPTER UV 6 PVC 45 FITTING SCH 40 P. 2.SETBO%ESI'ABOVEFWISMGWIOEORMULCHCOYFAIN TIEA24"LOOPINWIRINGAT � E�UIPMENTUNDERMULCH. (TY 1 � � GROUN�COVEWSMRUBAREAANOFWEHWI7HFlNI.HGRA�E � OO Z � q TUBINGSTAKESPVC RADIATIONRESISTANT � . ' � CHANGES OF DIRECTION 30 DEGREES ' 3.SEE IRRIGATION LEGEND FOR ' iN ruaFnaEa COATED 12 GAUGE WIRE 7 PVC SCH 40 3.SETFLVMIO VP1VE90XAS5EMBLYPI GROIIPID OR GREATER.UNTIE AFTER ALL � -- ' SPECIFICATION. U STAKES QUANTITY AS 9 PVC SCH 40 TEE OR ELL ' g 2 X 4 REDWOOD BLOCK(TYP.2 I I I I I I=I-I I- z I-I I - 0112"SLIP XSLIP X FIPT � � COVERI3HRVBAAEAWHEREPWSIBLE.1.�'STALLINLAWN CONNECTIONSHAVEBEENMADE �� 0 4. STALLALLINACCORDANCE � J �� 1 � � � �� ONIYIFGftOt1NDC04ER00E5NOTEYJ5TA0JACENTTO I II III T=II .I�� III-III-I �N NEEDEDTOSECURE � PLACES �.�: - ��,.` a�, O INSTALL WIRING BENEATH AND I I I I I 1=I=I I s a I-I 1= = WITH MANUFACTURER'S TUBING(2 MIN.)SALCO 10 PVC LATERAL PIPE Z �pVC MAINLINE PIPE a.sereo�sPuuu�ro�cnomearwo BESIDE MAINLINE.TAPE AND BUNDLE I-I I-I I I-I'I I I I-�LL-I I I-I I I-I RECOMMENDATIONS. Land Use Entiuements � _ � OR EQUAL �� MULCH PER � 10 6 INCH MIN.DEPTH PEA GRAVEL aeaa�r+ciauaroeoceoFuwN.wuK,FeNce,cuas, =1�1=111=I=I o�1=I�= - �� AT 10 F00T INTERVALS ' � "' " " " N � SPECIFICATIONS �� ;;�� Lend Planning, � ' S.AVOI�HEAVILYGOMPACTINGSOLLAROUNOVALVEBO%ES . . , /J� � SUMP . � LendscapeArchitedure � � � � � . _ , TOPR_NENTCOLLAPSEANODFFORMATIONOFVALVEBo% O7 16"x25"RECTANGULARVALVEBOX 3 Z 4 . 12 PLANTCROWN z . CivilEngineering � � sioes. FOR EMITTER MANIFOLD ASSEMBLY. � 4 utiliry oesign ' ' ' ' � ' fi.INSTALLEC�EN510NBYVPL�BO%lMNUFACTURERAS � ''' ' ' ' 4 � �� 3 ROOTBALL . . : �' 3 � Landsurveying O 14"x 19'RECTANGULAR VALVE BOX. � 3 � 5 6 i 5 Stormwater Com liance � � REQVIREDTOfAMPLEfELVENCLO5EA55EMBLYFOREASY � P � AGCE55. . �Z � . � . 14 INSTALLCHECKVALVE � 6 � .� . . .. �.N�aiNSTauvuvesoxiuwwoscave O9 �UICKCOUPLINGVALVE � is�ooakia�aaoaa. �aoa�aa7-zzoo 7 WHERE ELEVATION OF � / � San Jose,CA 95731 HMHca.com EDGE OF LAWN,WALK,FENCE,CURB, i 10 /:� r��r�, r�i.�i,� T EVAVEIS4LOR�N � J +� `,� 7 . .. . ETC. ' � /�i �-�iv��V�j��\ � cI�i' .. _� /r:.ri .. � MAINLINE,LATERAL ' j� �^�!i�, i,cl g �MOREAeOVETHE �� '� . � g . . �8 WIRING W THE LATERAL PIPE WIFING IN CONDIIR � • ' .13 �,� �/i�\��i�in�j 14 �� .,^ . n \ -,-�. -i�� . . LOWEST BUBBLER ON � � � �/� (SLEEVEATALLHAR�SCAPE / THEVALVE. `��' � ,,>';''-„ - L/ .MARKET READYfor �SAME TRENCH MAINLINE PIPE /, 9 - . � CROSSINGS) ' // �° ��>��,� "�� `� •�� CUPERTINO FINANCIAL CENTER -Ilr� II-II-. lll I-III I� SECTIOWELEVATION �� i��i�i i�i�i��/\`/i�i��T��\�✓\\i��ii�i�i��i� �Q . �I I ll�I - I= I1= I : � . � ��i��!��:ii��n�:(�i.��/�� .. -��Tr �i�� T . Z �;,_, �;=_;' „!„ ";,T, ; � DRIPLINE OPERATION INDICATOR �ON GRADE TREE BUBBLER �GATE VALVE iu i iru-i nr ii in ii- N.Ts. i ii i i iir i iii n O ii ii I V N.T.S. � �"� N.T.S. IIL I Ilf-II I 1r J1 III ll= " F I I I -I� I ITI TI I I o 7 -ill- I I I I�I I I I I I I I 11I I-TI-I I I T= F11=1 IHII �. ;�. IIFII II III_II ILII I NOTE: . JII_I-�'•�-^��-�'•-_III-ILI I�'-�-'��'--��IJII-LIIIJICII-III- II- . , ' . . � I-I I-I-I I I-I I I I I II-I I I-I-I11-1 I I-I I-I II-TI-I I-I II-I I-I I-I I I-I I-I I-I I I-I I-I 1. SEE IRRIGATION LEGEND FOR EQUIPMENT � DRIPLINE AUTOMATIC FLUSH VALVE NOTES � POSITION BUBBLER �q TUBING STAKES PVC. NOTE: O ROl1ND PLASTIC VALVE BOX 7 FINISHED GRADE � � � �� ' � � � =111=I-I11=1IF li I 1=1I1=I1=1 1=1I I I1=1=1I1-1I1=1=111=1I F I1=1I1=1I=1I1=I I-I11=1I= . pLUMBED TO FLUSH MANIFOLD AT OVER ROOT BALL � • � � � � � � � r_u-i-iii�ir_-iii-ii�t-iii iii-ir_ii_ii�ir_ii-iii�i-ii-iii�i-ir_iii�i-i SPECIFICATION 1. BUBBLERDISTANCETOROOT O' COATEDI2GAUGEWIRE' 1. NIPPLESAND WITHBOLTDOWNLID.TOP 2.INSTALLALL IN ACCORDANCE WITH MANUFACTURER'S LOW POINT. BALL WILL VARY�EPENDING ON U STAKES�UANTITY AS FITTINGS TO DIMENSION:10". ' O SCH 80 PVC THREADED NIPPLE 3 3. RHEoOTAL DENGTH OF ALL INTERCONNECTED DRIP LINE P�N ONTAINER SIZE OF THE O2 FLOOD BUBBLER TUBWG(2 M NIMUM) �AS VAL E IPTE Z IRON 30"1LONG/WI2�GLE O THREA ED NIPPLE C - - - SECTION O2 PVC FLUSH MANIFOLD NOZZLE(SEE LEGEND O ' � 4 SHALL NOT EXCEED THE MAXIMUM RUN LENGTH O3 DRIPLINE MANIFOLD-TO-ELBOW 2,pLACE ALL BUBBLER ON UPHILL FOR MODEL)SECURED SALCO OR EQUAL INLET THREAD O3 (ONE AROUNDEQCV)�PS 10 UPC APPROVED SCH 40 PVC CONNECTION SIDE OF SLOPE IFAPPLICABLE TO SHRUB ADAPTER SIZE. i ;�j // / / �/ i/ O 1 qO DRIPLINE MANIFOLD-TO-TEE CONCEAL ALL EQUIPMENT O UV RADIATION 5 I.P.S.FLEXIBLE SC 0 Oq PVC MAIN LINE W � ,,• / �� / / -��' / 2 O PVC HOSE(BLACK)4 �� SCH 80 PVC�THREADED 90 j j / / �� j �----- --- CONNECTION UNDER MULCH. RESISTANT 112"PVC 5 3"LONG SCHEDULE 80 PVC DEGREE ELL �� / �� i I O O SOIL RING SEE THREADEb NIPPLE �. / � 5 DRIPLINE OPERATION INDICATOR 3.SEE IRRIGATION LEGEND FOR SCHED 40(MIPT X 6 p�,qNTING DETAILS O �� / // �� / / � � REMOTE CONTROLVALVE WITH SPEGFICATION. SLIP)MALE ADAPTER ) � � / / / �� / I i 3 O 4.INSTALL ALL IN ACCORDANCE O�UICK COUPLING VALVE � % � � / � I i FILTER AND PRESSURE REGULATOR 0 FINISHED GRA�E � � 7 WITH MANUFACTURER'S � '/ j / / / /// � I 7 PVC SUPPIY MANIFOLD RECOMMENDATIONS. �112"PVC SCH 40 MIPT X � . - �r=1i i ,i % i �/ �� i /� 8 ( u� =iii /Z/ O SLIP)MALE ADAPTER UV - i RADIATION RESISTANT O ZONE PERIMETER 1 z 5 pLANVIEW 5 � I �o� CONTRACTOR SNALL WALK BUILDINGS � O O PVC SCH 40 TEE OR ELL �a w ,,,�_-- � I O9 DRIPLINE LATERAL Z 4 3/4°X 3/4"X V2"(SLIP LL�w i3 _"��'3'�"" � TO VERIFY EXISTING CONDITIONS 8 7 I I 4 ��AIR/VACUUM RELIEF LATERAL .' �� XSLIP X FIPT)' �� i i DRIPLWE BLANK TUBING CENTERED 3 5 g 8 � g , �p PVC LATERAL PIPE Z ON MOUND OR BERM 12 % 7 9 pNOSCqpE � �Z� �Z� iZ� �Z� I i �� DRIPLINEAIRNACt1l1MRELIEFVALVE � i �� MULCH PER ` i Av 13 / SPECIFICATIONS 3 SIDEVIEW 2`'��'� � ��` PLUMBED TO DRIPLINE BLANK �/ ,. �. � y�'r�'s i i �� TUBING AT EACH HIGH POINT // ��T�� <�� 8 12 PLANT CROWN . . � . . � � . . . �ii�� r . . - . . , �.� � �. .: 9 � 12 O PERIMETER LATERALS 2"TO 4"FROM ��///� �%yT��,�� 4 . �� g 12 EDGE r/�j i�`i��.~ 9 13 ROOTBALL I ' ,�,,, � / '�• ` r � �0 TOPVIEW 'L_____ __--_ 5 . ��/ �O . . . 9rf,OFCA��F��P PLAN O / 10 TOP VIEW �INSTALLATION DIAGRAMS �DRIPLINE CENTER-FEED LAYOUT �SHRUB BUBBLER � �QUICK COUPLING VALVE ST"""P J N.T.S. n N.T.S. C N.is. p N.T.S. ALL�ESIGNS,DRAWINGS AND WRITTEN MATERIALS INDICATED HEREIN ARE THE WORK AND PROPERIY OF STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD NOTES: 1O�"ABOVE FINISH GRADE NOTE: O 112"ABOVE FINISHED GRADE NOTES: O 18"LENGTH EXPANSION WITHOUT THE WRITTEN CONSENT OF STUDIO:G 1:SEE IRRIGATION LEGEND FOR EQUIPMENT i. ALWAYS INSTALL SPRAY SPRINKLER 1. DO NOT LOCATE REMOTE CONTROL VALVE IN LAWN LOOP ARCHITECTS.ALL RIGHTS RESERVED. O � 2.NSTAILL ALLI I�N ACCORDANCE WITH OO NATIVE SOIL PER SPECIFICATIONS GER�P E DICULAR TO FINISHED O FINISHED GRADE/TOP OF MULCH Z' AD ACECNT UN'D ST�URB�ED SOIL BUNDLE AND TAPES O CONNECTOR SEALING � MANUFACTURER'S RECOMMENDATIONS. O FINISH GRADE O 6°POP-UP SPRAY SPRINKLER: CONTROL WIRE TO MAINLINE EVERY 10' PACK OR EQUAL REVISIONS SEE LEGEND FOR MAKE,MODEL 3.LOCATE AND USE ONE FLUSH VALVE FOR q�DRIPLINE FLUSH VALVE � AND NOZZLE TYPE 3. NO SPLICES IN CONTROL WIRE WILL BE ALLOWED O ID TAG FOR VALVE FROM EDGE OF HARDSCAPE O � EVERY 7PM PER ZONE AT LOW POINTS. p O PVC SCH 80 NIPPLE(LENGTH AS BETWEEN CONTROLLER AND VALVE STATION NUMBER DATE DESCRIPTION O5 6"ROUND PLASTIC VALVE BOX.HEAT Z REQUIRED) 3 O4 VALVE BOX(CARSON • BRAND"FV°ON LID IN 1"HIGH I;� !;' 2 i.os.is PRICING SET(NOT FO(3 CONSTRIICTION) � O MARLEX STREET ELL �) 910-128)OR EQUAL � 3 � 6 314ASH 80 PVC NIPPLE ��'j�\�i ti��/�� O PVC SCH 80 NIPPLE(LENGTH'AS 1 4 � O5 TOP OF MULCH 5.29.15 PLANNING SET FOR CLIENT REVIEW III O ,�1� ✓'� REQUIRED) j O REMOTECONTROLVALVE: �`��', 7 PVC SCH 40 TEE OR ELL -. �� 6 SEE IRftIG.LEGEND AND 9.oa.is � CITV COMMENT RESPONSE O7 BRICK SUPPORTS 3 O �\\� �� _ � 8 PVC LATERAL PIPE /l O p CNSCH 80 NIPPLE OB PEA GRAVEL SUMP(6"X�B°� O 3'MIN. � J 10.07.15. � CITV COMMENT RESPONSE 1 ��I T_I- 4 O9 PVC TEE(S X S X T)WITH 3/4'THREADED q � (c�ose) O ' O � O J� ' i i-i i 5 OUTLET 8 O PVC SCH 40 MIN 8"LONG 3 4 5 ' I-I Il �I1=I 10 PVC PIPING � 9 O9 PVC 45 FITTING SCH 40 IV IIII - IS� g• �IL 6 5 vn'rJ,;` ..�,��=7v - 10 10 PVCSCH40 _JI IILI , - ' 11 SSFITTING - INSTRUCTIONS: - .�� s � ��^��-'-'.F �l^0.1 11 12 PVC MAINLINE PIPE 1. STRIP WIRES APPROXIMATELY 112°(12.7 MM)TO EXPOSE WIRE. i i I � �%� �- . 2.TVJIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT,DO NOT -��¶.,, ��'�J 5 �� `o � , �- �Z �3 6'MIN.DEEP PEA GRAVEL ��" ti:. � SUMP 04ERTIGHTEN. 9 ��,,�:j" ��//��v�!��%/j��%/,��i,,�� 13 �q �q7ERqLLINE CL200PVC 3. INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNT1L WIRE CONNECTOR SNAPS PAST _ %��h�;r;.��-G c��C�� G O DATE " 7 . �.,::� . .,::�\1:�.,.�^\.;^.\ s.zs.2ois LIPINBOTTOMOFTUBE. ,. " ' �� 14 15 BRICK-1PERCORNER 4.PLACE WIRES WHICH EXITTUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. , 8 15 SCALE �ss�a++�+ 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. �� WEATHERPROOF SPLICE ASSEMBLY ,�DRIPLINE FLUSH VALVE ON PVC TEE �6"POP UP SPRINKLER �REMOTE CONTROL VALVE PR°'E�T'° 4562.00 r� N.T.S. l � .�SCALE:N.T.S. ��f N.is. DRANlN BY f�`,��>,�•-,�-�t� ��1 p �/� n� L� �/ �/ �.✓' N.T.S. wn u ul, u�� E�:.>'e�';:��il�l� ��/��Vo_i�'�_lJ��✓��,_� �� . S{"ai�'�S:Y�L?Z;S_14 J p'�L�1 f7'u�9��-.( �I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. � IRRIGATION -�r-• � ] - / �] � DETAILS L'��`y� -__- -_� _ � �LL � �; �� C <e � Q� . . . . , . 3 . �� . . � . . � .. . . . . . . . . . d 8��r�3'l9L�tta _��s.e �V� ... ,.>... �.. ' . �� . � �' - . . �-� , � ` BUILDING / ��Ic�� &�?as9�a�� °CUPERTINO FINANCIAL � �� ( �/�m—1 ;,� _ ROJECTADDRES3. CENTER- .. ...... __ �� ' • • • • • � 10 0&10080 N.WOLFE ROAD � z OLEEUR ��s' ,,,,, �, -- ��23��'� CUPERTINO,CA - xXx �' � f - ... ... . . 36"BOX x x x �i °■ ■ ■ ■ ■ __ _ xx ,x� l��rs�� ■�■ �� 4'.1�3�w 9�rf�e�Gl�.�CrA�-- :, _ , ,_, . x �< � ■ :.. . _ . .�,_ � . . ._ . .�., x x x .-.. �-� '.�_ �- . . : .,, _�.;�,: . 'c.; x x x : . - „�� , �. _ . . - xxx __ . . . ' . .�� x x x � . � � . . ' . . � � . Land Use Entillements , . Y.' xxx � �� . ' . '. . . f 'O . . . . . . . . . . . . Land Planning - -- � Landscape Archkecture Civil Engineering . ,�� - , -= . _ . . .. ... . . � UtilityDesign - - ��`q��..��`,. � _ . LandSurveying . .. LL� . . . .. , . ., _;�,. , . , Stormvrater Compliance , , . � �'�� 1570 Oekland Road (408)487-2200 � � � ��,,�� . o 0 0 0 0 ,�-� �.�.� o 0 0'�0 � �^.�� . � - � � SanJose,CA95131 HMHce.com � , J.. . o 0 0 " - -..o . . , .. . �,o 0 0 0 0 0 =.. o 0 0 0 . >, . . . .;;'... ; �o 0 0 0 0 0 < �.,. � �'o 0 0 0 0 0 0 0 0 ' �� -.� . � .. . . .. , ,. ;, . . .� , . :'. � . - . , :�n ;-��; ..'� ��_ ,, �,.,. '.,.�,. ; - ' . . . . . ; ' . . . -. ' ,..�. ,: '.,' .. .'.. �-:-.. '�'.. ... .^. ,�:" •., � .* . "^_ ;: .. . .._. ." ' .; '�: .� .... . . .-�� .i . ..,, - :,l' P� 1`;. ,�\:�� MARKET READY for ., �; �� CUPERTINO FINANCIALCENTER 1 OLE EUR �r-I 36"BOX � � ♦ '__.' r , ,_-.- \ \\ � �� ` BUILDWG: ;�, : , - � � _�=� �� . - •; , -- , CIAL . _,. .. ;r,._ . .:. : _...... ;.._ _._ .._. _ .. - -- q . x x FIN}N ;= �; [: . \:. x x , . _. . , �. . . . : CENTER ; .� • : , ; XX .. _.- ; �`�.,,� � � � �� - � . .-e... �� . .. . . �,� , � .,,. ,_ . .� ' X x__;, ,, __ .� � , . . ._,.:. ,�: � ,. ,_ ,:�rt ��.. .��: � � � x x ,:- :� _ �:. � � �. x x �„ � X • � ' .: _. _. ..-- � � ' x ; ,.... '._ _ :: ; ; . ; � � , �'■.■.■ ■."' � � � � � r � ��*■+�� - •.LIMIT OF�WORK , _: ..: . . �:�.�:�:� ,.. __ ...._... . �.■ � _. _._. . ,.. . . . . . �s aox . £ ; 75 ` � ' : ; : ; ;;_ ",.: j -- --- . , _ ... ONTR4CTORSHALL WALK BUILDING ■*�•■►■ .0 5 �; �*s �� TO VERIFY EXISTING CONDITIONS , ',. ' . i ; ': : :.: �.:: .-�r■ . , . _ _. ,- , , �. , � . . ��.. �� r„>..,..:�x.�..�..,., , , ; , , ,;.x ...,. . _ . . ,. . . . , ... �:-�. ...r..d. ,_,:.r-��,�, :-�,,...,,:,.> . . . . .�. .. ,- . . m.�t ��1 ■•■ e . :, « «�. ., ;_ • .: , . . � : : ; . . . ..... . : ` _��-� �.�.�3:a ,v__:.�-. ,,,,,.��..,-.��:,,; � : -�-. . . ... �� . ... . . . . . .. . . . -;.'.....................:....... -=- .:_ .._- :.. .. . . . . . .. . . ,.,.,,.,.,,, ,...- �.-.r� . . . ,. . , . . .��:; ... .,..r. . .::......::�.:•..� .,, , :,. ... ...,., ..,: - ....,._.. ,._:....,.:-:�..,r...�:•_....r,. . . _:.;_; . .,� :' .: .': :.:� �= , . . - .�:.' " : - . . .. .. .. ; .��.� a.; .�.�. -�.. , ,� ,, ,. F� y -. . � T L LA D AP.E AR �, .,[ �.. .. ,-. ...�... _.. .. ... ., . ,1.. � . ... .: , S�l1ARE FEET.. < � .. ,� .::; .: , � ��'C.- � ��3V'" ti.�- . . " 't:. ;.. .'. "i'S. . LPNOSC4PE . . �. � � - � .� � �� ".;' ''..; ' , i �� CENTRALCOUR7YARD 3,070 „�,� p+ p�'1q�y 'a�,a= .\��' ��z,,;� ' :, ;-. . ,`=..... '_.... ��... a.:� ��: . ��d��o. � m � . . � �r,;^-3 ... .. .,. .�. �� ..._.. �..�r�._ ...'�� . ; . , � '" ._� � . �,> .�,, r. . ',r " .< :"; ::;.:, ,�. ,"�.: �\ . . .. . , . . . ��. -�� -.._ .-..1._ .. , �� #� .-�, �.." Y� ��?�' ' TOTAL LANDSCAPE AREA 9,945 ..�m. � F �.. .� ` . �� .'.. :_ __ . ;: :; 0 sr �. ',-. .. �....--., s _ . ,.. ,, a�.+� � . � � ,:� ... . _ �_., } _ - . . , f OF LI.l1E . � #� .. . . , tl. �. _...' f; :' -_ ...0 ..,. ' � _ ,4 _ , _ _ � PROP D PLANT PA < ; ; s,�• � �` �; , �' "'_.. .-; . ': --- -� SYMBOLOSE BOTANICALNAMELETT _ - , o00 " , . E �� _ . _BUILDING � � � � � , : � ; � � � CUPERTINQ FINANCIAL .- '` � SHRUBS AMPALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS � � -�a�� ` ; ;- - '" '_-;: "''-,. =,` '-'s � � T INDICATED HEREIN ARE THE WORK AND PROPERTY OF �' - CENTER , � , _ •: _ . . .. Y._. O AEONIUM CANARIENSE DUPL " " . _.• �� , . .:- ,., '__ • xxx ._. � ' .,. ... € _' � • f� I . ,; , ; ` � � AGAVEVILMORINIANA WITH � - :,.. ,_. ,..'. _ � : ..�.:,. ._. _ -- xxx r�'` STUDIO G ARCHITECTS THIS DOCUMENT MAY NOT BE ; J ICATED,REUSED OR DISCLOSED BY ANY METHOD Y , � * OUT THE WRITTEN CONSENT OF STU�IO�G '-- -; ' � ,; � ;, :. , a ----'--�� xxx ' ' ��._ _... .... ARCHITECTS ALLRIGHTSRESERVED ` : � � __��__--- , o AL OONGLOW -- . . . .: -' .',. � . �� -�. xxx O00 _ � x x x OE M � x REVISIONS X � � .: .. . x x O ANIGOZANTHOS'BIG RED' . . , , j' ... �, DATE DESCRIPTION - -� - - - -•'-- . l x O ANIGOZANTHOSTEQUILASUNRISE' sEr�NOTFoftcoNsrRuciioN� ;I�,_ I IA5.15 .PRICMG J - - �� ,-,�`�� 5.29.15 PLANNING SET F00.CUENT REVIEW �O CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' . � �-... '. : ,-: . • �-. .�-,......_. :` .. ..:.�-. � ....." . � . . ' 0 CITY COMMEM RESPONSE \ '.. ::,.- ..., - 9.04.15 . -'; ` ` . =` � CHONDROPETALUM TECTORUM ELCAMPO " ._..._... " � . � 10.07.15 Q qTY CAMMENT RESPONSE �R �.f�.� ' \ . �" � � ' � � LAVANDULAMUNSTEAD • ... : _....... :. .. .' . ..._..... ....._. ;.-'. ' � #� : , �' ; LOMANDRABREEZE . __.. ,. ,. _.._..... .- �.;, e 3� � O � x X x � ' � �: � � x x x SENECIO MIX y i� ' . , T;OFWORK ' xXX � MIXVITALISANDMANDRALISCAE , ,. . , � ; LIMI ;.. . ; � ��. xXx #�� i : ; - ' = ' ♦ \\\ x x x � SESLERIAAUTUMNALIS • : � ;. / ♦ ��♦ �- � . ; • m TRADESCANTIAPALLIDA � �� ' ! i i ; . - �� DATE \ � \ 5.?9.?O15 - ^-,._ ..- ---"- , . , ' . , _ . .. \ \\\\\\\\ �: � i%i i,��% /: �:i . . � . . . ' - �.. . � '"-: . . ._... \ \\\\\\\\ . . .r,tv _ .. ALE - _ � �� __ _._..w._. ._;...�_w�,�_,,__.�. �. ♦�� I •. BUILDING �� PROJECTID �6,.� - ._......_.. TYPICAL RAISED PLANTER CUPERTINO FINANCIAL � �� ENLARGEMENT � CENTER _ POTS DRAWN BY �,�,A .. NOTTOSCALE _._ � . . .� . ._ _ . .. . . . '" ' .. .. � SEEPOTTERYLEGEND NOTes: PLANTING 1. SEE SHEET L4.03 FOR PLANTING LEGEND,NOTES AND P�N � POTTERY LEGEND. 2. SEE SHEET L4.04 FOR PLANTING DETAILS. " 3. I HAVE COMPLIED WRH THE CRITERIA OF THE WATER SHEET TITLE GRAPHIC SCALE CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN io a s io Zo `0 RIGATION DESIGN PLAN. 4.I HAVE COMPLIED WRH THE CRITERIA OF THE WATER (In Feet) CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED 1 inch=10 feet 2Q THEM ACCORDINGLY FOR 7HE EFFICIENT USE OF WATER IN ��.0 THEIRRIGATION DESIGN PLAN. SHEETNO. � �LL � . . - . _ � m ; ��\ � � : - . `x� Wm ��: F � ��_---,T � � �e � > � i �� i � 1 � � �� i '---�� : _ i � � � � �= ` ; � � � __.. � .. - - �, / � � r,, °- '.. � � • �_`- . . � t �; ., r � � �� . . :: �.., . ,. . _ . _.... .N � � � i �� __ . i %i`-----"� _ � , � \ _ � � , � � � � , � � � � � � � ; � .: ,�,� �� i� �� " PROJECTADDRESS .. �, �� -� ��, • � 10050&10080 N.WOLFE ROAD - � � � � _ �� ,� =' UPERTIN , A :. � � � , �_ . = � � � � , ;BUILDING . C O C . � `� �y----�� ,� �'CUPERTlNO FINANCIAL,� � � ,_ . � _-__ ; ' I � �i �� x� # .�,.. 1 � ---� � � F ' `" CENTER� -: � � i � . ; \ � . = " �. �. � � Land Use Entillements 1 �� i I \ I / Land Planning # .. . �� I . . . -°�'� ,. . .. . .. La C�E neerin9ur .._....._....._..... .. ............. e � 9 Utility Design � �• ��—— � � � � . . ' � . . Land Surveying � ' ' � � � � �� ' - ' S[ormwaterCompliance . � '�. / - � � � � , , �� ,�.. . . � ' � ' � � � � / � ' - - � � 15700aklandRoad (409)497-2200 � � . . � '� \ \ / � ' San Jose,CA 95731 HMHca.com • / \ � / . . • ,�. / ��_�� i� . . . .. - - � . . . � . T " r • _---- . .. # i � �, i .\ ;: � _................ _....... :._ . ; � � � � i �� : �, �=_ . _.. � __ � % � LIMIT OF WORK. "� � ' CUPERTINO FINANCIALCENTE .. . �: , i �� .� � . - �- ..... �..._. �� _ = ._ ., . +'° �� _ _ � -- _ __ # ` �,-----�, , �� ;_: ` �.._.. � •� �>�\ ,i t\ �� ' : ...__ _ ' . . i �---� �� , .. ;- . o i �� i . � � _..: __. ¢ i � �� i ' fr,�.� .:..:.. . . .........:...... ... • � � `� �� .. ........_ , � w� �� ; ' �. : ; . _ ; :. .. �� .. # � �` �� ' � __ � �� ?��--�... _.. � \ _; . � � � �.�� _ � � i ` � �� ,,--- �� .,: . ��.: _.._.. ,....... -- _ - # � � � �� , , ._. : z � , : : - . � ��_ ��♦ . �.._. 4. � , : ,.. �� —�% �� . i } ; �: � . ..._... � � ; , � -- � - : '� � i �� ,�� , ; �_, . `� � � - ' ' � �� . , .. . . . �. � I j� ♦��♦ � ... .. .._.. .. . . ... ' . • .. ' -- .� � �� .� I / � ♦��♦ � • � � . I � �� < � . . # � � �� ,_---- ,� �� .�. ' - _'' BUILDfNG - ' � . �.i ❑ �� ' . . �( i _._. � CUPERTINOFINANCIAL i ONTRACTORSHALLWALKBUILDING •� � C TO VERIFY EXISTING CONDITIONS S i . ��;� ,' �� i CENTER CAPEAREA . .. . .. ' TOTALLANDS # � �� I � ,� _ � ......_ .....__ . a.'��,... . � \�--- o�o-o-o�o�o o�o..o-�o�o�o�o�o . � . . . .. � . . SQUAREFEET �-� .. . � ' •� �. ' 1 �O�O�O�O�O r r O r O r O r O�O r O r O - �� . . � �P�CAPE. ! � o-o-o-o-o-a-o-o-o-o-o-o-o o ...: - ;- SEE R41SED PLANTER ENLARGEMENT FOR REFERENCE cENrw+icouRnnao a,o�o � o�acs \ _o�o�o�o�o a'°� ' � � . c,�'`'�' .>»s, . \ • o 0 0 0�o o � ..� . . . . ,875 . . � � # ', \ � � � � � � � o � � � � o• LLANDSCAPEAREA 5 �.... ._. _ _ _ _ _ _ _ _ _ _ _ _ BUILDING ENTRANCE 6 � � - - - - - - TOTA 9�94 ._.�,. ; � o_o�o_o�o. _ _ _ � o 0 0 0 ... ._ : _ • „ # �� / i� . - ` s,�, '". ��r # � / i ....... ' ........ ......._ ....... _ � � ; \ \\ � �� _o _._._ . _° i' PROPOSED PLANT PALETTE f°``"`�` � j �� ' e o °� '_�_ " SYMBOL BOTANICAL NAME STAMP # �\ o o e � - � o° a* * ` - � SHRUBS ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS � \��-- „ � * � � INDICATED HEREIN ARE THE WORK AND PROPERN OF � * '�* �, � _�\ STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE 0 0 • �o 0 0 0 � * o _o_ \ _ AEONIUM CANARIENSE DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD ... _........._ __..___ _..... o 0 0 0 0 O # # * � \\ O'" AGAVE VILMORINIANA WITHOUT THE WRITTEN CONSENT OF STUDIO:G # , # ,� * � °� � � � ARCHITECTS.ALL RIGHTS RESERVED. - .. ' # s o 0 0 � . _ - \ . __..._ -. . _ ..... ..... o�o� # # � ��- - �1 � e ALOE MOONGLOW REVISIONS # � _ _ - __ � �� # ' � - - I �� \��\ __ O ANIGOZANTHOS'BIGRED' DATE DESCRIPTION 0 1 � ___ : � # °o 0 0 0 1� ' _�' / � � �// `\� ��/ \� i O ANIGOZANTHOS TEQUILA SUNRISE' i.os.is PRICMG SET(NOT FOR CONSTRUCTION) 0 0 0 _ 0 o a \ _..�_._....__._:. i............._..._...__..__....._.;_...._ ' o \. , . _ \ \ � I / � � 5.29.15 PLANNINGSEfFORCLIENTREVIEW � ° \\�� X�� \\\\\\\\\\�� OO CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' � _ \\\\\ \\\\\\\\\\\\ \\\\X\\\\\\\\\\\\\ \\\\ \ \ / 9.04.15 t0 CITYCOMMENTRESPONSE o \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\ \ \� � O • 1, CHONDROPETALUMTECTORUM'ELCAMPO'� io.m.ts ; v ��\\�� \ �� o� o� � � , Q ,CIN COMMENT RESPONSE :....� � � LAVANDULA MUNSTEAD _....- ._........ - -...;..... ## S / I • \ � # ' 1 ---\\ O LOMANDRABREEZE - \��—_�� / �� i� �� SENECIOMIX ; � / ��`___�.!� ��\ �� e MIX VITALIS AND MANDRALISCAE � �--�f #� � �� / � SESLERIAAUTUMNALIS { 1 1 # O � \\ � I � � I � � I � m TRADESCANTIA PALLIDA • � � .� �1 I �� 1 �` DATE s.as.�ois # � � TYPICAL RAISED PLANTER �� scue �•��o ENLARGEMENT �1� � ��°n �' � ,' \� ,� � �6�0° . NOTTOSCALE ��u � ��'�1��G�� ' �� ~_�.�.�-------. � � \ � \ PROJECTID c--,�-�_a__.�..�—=—�— - FXISTING TREE TO REMAIN. � �/ � �� / DRAWN BY wA . ��`��,��3:,tZ��,'1� ��,��`j(_;y�� . PROTECTINPLACE,TYPICAL \ _--� ��--�' Y ��--'' POTS STEVENS CREEK BLVD � • Fa,�, g � � � �� /� — - — �/ �� ^ /'� � SEE POTTERY LEGEND !�l , [ O - ---- ------ PLANTING L..�G�V "V � NO S E SHEET L4.03 FOR PLANTING LEGEND,NOTES AND P LAN � POTTERY LEGEND. �°7, r �� 2. SEE SHEET L4.04 FOR PLANTING DETAILS. ' 4,�;1 C��l�,�,�'1�a _ ^____y_`_3 _____�_�_� _� ' 3. I HAVE COMPLIED WRH THE CRITERIA OF THE WATER SHEET TITLE `"- � CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED r,_ t� GRAPHIC SCALE �,�_lS v tl��S ca 1 1 G!y;�6� �o a 5 ta 20 � THEM ACCORDINGLY FOR TFiE EFFICIENT USE OF WATER IN � RIGATION DESIGN PLAN. 4.I HAVE COMPLIED WITH THE CRITERIA OF THE WATER (In Feet) CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED ��■0� 1 inch=10 feet � THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. SHEEf N0. •CONTRACTOR SHALL SUBMIT PHOTOS OF ALL PLANT MATERIAL;TREES AND GROUND COVERS FOR LANDSCAPE AND POTTERY PLANTING. �m PLANTING PLAN NOTES . PHOTOSSHALLBEOFTHESPECIFIEDCONTAINERSIZE. �LL � THESE PH070S SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR APPROVAL gY LANDSCAPE ARCHITECT. �o � CONTRACTOR SHALL PROVIDE ALL,LABOR,MATERIALS,AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT �m �, MATERIAL AS SHOWN ON THE DRAWINGS,AND AS DESCRIBED IN THE SPECIFICATIONS. �._: Y F � PROPOSED PLANT PALETTE < UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE,STRUCTUR4L IMPROVEMENTS AND HARDSCAPE SHALL BE � � INSTALLED PRIOR TO PLANTING OPERATIONS. QN�� SYMBOL SPACING. BOTANICAL NAME COMMON NAME MINIMUM CONTAINER SIZE HxW WUCULS WATER USE' REMARKS �' PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY.CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES =� --y 4 � AND QUANTITIES BY PLAN CHECK. TREES A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AFTER GRADING OPERATIONS BUT PRIOR TO PLANT INSTALLATION.SOIL AMENDMENTS SHALL BE INCORPORATED AS RECOMMENDED IN THE REPORT. OLE EUR �8 OLEA EUROPAEA YJILSONI' FRUITLESS OLIVE 36"BOX 20'X20' M STANDARD ' PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT,PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCYAS RE�UIRED.THE SOIL MANAGEMENT REPORT SHALL CONFORM TO STATEAB18B1 WATER EFFICIENT LANDSCAPE ORDINANCE(WELO)OR LOCAL AGENCY ADOPTED WELO. PROJECT ADDRESS. SHRUBS p q SAMPLES OF FERTILIZERS,ORGANIC AMENDMENT,SOIL CONDITIONERS,AND SEED SHALL BE SUBMITfED PRIOR TO �0050 OC I OO�O N.UVOLFE;ROAD INCORPORATION.CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATNE A CERTIFICATE OF � COMPLIANCEFORSUCHFURNISHEDMATERIALS. o fi0 AEONIUMCANARIENSE GIANTVELVETROSE SGALLON 3'X3� � CUPERTINO�CA ALL WORK ON THE IRRIGATION SYSTEM,INCLUDING_HYDROSTATIC,COVERAGE,AND OPERATIONAL TESTS AND THE OO 105 AGAVE VILMORINIANA OCTOPUS AGAVE 15 GALLON 2'X2' L BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. m 266 ALOE MOONGLOW MOONGLOW ALOE 5 GALLON ��7�� , ,�,�, LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR ' � , TO INSTALLATION. � 288 ANIGOZANTHOS'BIG RED' BIG RED KANGAR00 PAW 5 GALLON 36"X30" L . , . . . . , , .. . . , . . . .. Land-UseEnti[lements, TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET 10'FROM UTILITIES. Land Planning � � 0 207 ANIGOWJTHOS TEQUILA SUNRISE' ORANGE KANGAR00 PAW 1 GALLON 36°X30" M Landsppe ArchitecN�e . . . ... . .. . . . . . _. ... . .. . . . . . . . .. . . . . Civil En9ineenng . . . TREES PLANTED WITHIN FIVE FEET(5')OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER Utiliry Design � 418. .' CALAMAGROSTIS X ACUi1FLORA'KARC FOERSTER' FEATHER REED GRASS 5 GALLON Z'�' � Land Surveying AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. O Stormvrater Compliance ALL PLANTING AREAS TO RECEIVE MINIMUM 3"THICK BARK MULCH LAYER.IN THE EVENT THAT BARK MULCH EXISTS ON OO 117 CHONDROPETALUM TECTORUM'EL Cf1MP0' SMALL CAPE RUSH 5 GALLON 3'X2' L san�osa�cn 5131 (4 HMHca co�m SITE,CONTRACTOR SHALL PROVIDE SAMPLE OF EXISTING AND PROPOSED MATCHING BARK MULCH FOR APPROVAL. _ OTHERWISE,BARK MULCH SHALL BE LYNGSO SMALL FIR BARK(3/4"T01-112")OR APPROVED E�UAL. OO 6B LAVANDULA.MUNSTEAD LAVENDER 5 GALLON 18"X2' L ' BIOTREATMENT AREAS SHALL RECEIVE 2"LAYER OF 1!4"LIGHT GRAY COLORED PEA GRAVEL SUBMIT SAMPLE TO Q 326 LOMANDRA BREEZE MATRUSH' 1 GALLON 2'Xt'-6" L . CLIENT FORAPPROVAL. . MARKET READY for SENECIO MIX CUPERTINO FINANCIALCENTER QI HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED 0 Z86 NARROW LEAF CHALK STICKS 1 GALLON 2'X7 L THEM ACCORDIIJGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN MIXVITALIS AND MANORALISCAE � 1764 SESLERIA AUTUMNALIS AUTUMN MOORE GRASS � 1 GALLON 1'Xt' L m 131 TRADESCANTIA PALLIDA PURPLE HEART 1 GALLON 6"X6" L J CONTRACTOR SHALL WALK BUILDINGS � TO VERIFY EXISTING CONDI110NS y . . . . . .. . . . ' �OSC4PF . ' . . . . . . . . . . . . . . . �0��cy . . . .. . . . . . � U2 uu . . . . . . � . . . . - . . .�r9rf.OF CAI�F��P . . . STAMP , ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS INDICATED HEREIN ARE THE WORK AND PROPERTY OF STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD WITHOUT THE WRITTEN CONSENT OF STUDIO:G ARCHITECTS.ALL RIGHTS RESERVED. REVISIONS DATE DESCRIPTION � . � � . , I.O5.15 � PRICINGSET(NOTFORCONSTRUCTION) �. ' - � 5.?9.I5 PLANNINGSETFORCUENTREVIEW � " � 9.04.15 � CITYCOMMENTRESPONSE . . � � � . . � � � � . �� . . � 10.07.15 � CINCOMMEMRESPONSE DATE s.29.zois �� _ ��L �� SCALE ��Norroscue e`��Q�_�GC��---�� e`—'�,��;�41�='.t�l.si'� �`tip�,i�Si�ivd� PROJECTID assz.00 DRAWN BY y.�A - ��1 ----_---/l-��--l�_=_=_-_== �� - _ - -- �-��'� PLANTING NOTES �E�o''V�,C�:'lj� R_ —____—=_-�_-..__:_--__�_--__--- �m �o � . �W �8� . . .. � � : . . . . - �. . . . . . � � a< . �.d� . � - �. . . . . . . � . . >i= . . . . . . . . . . . . . � , 6°^,� . . . � , . . . .. � . � �..J . ' . . .. . ' ' . . . . .. . . . ... ..............�. .�A; .. NOTES: NOTES: ' 1.SEE PLANTING SPECIFICATIONS PRIOR TO OO TREE-SEE PLAN FOR SIZE AND NPE 1.INSTALL PER MANUFACTURERS O 2"X 4"PLASTIC EDGING INSTALLATION OF PLANT MATERIALS. O CINCH TIE OR APPROVED EQUAL SPECIFICATIONS. O SECURE PLASTIC STAKE AT 36"O.C.MIN. 2.THIS DETAIL APPLIES T015 GALLON AND 2.COLOR OF HEADER SHALL BE BROWN USE PLATED DECK SCREWS FOR PROJECT ADDRESS 24"BOX TREES, . O3 2`DIAMETER TREATED LODGE POLE PINE OR TAN. ' ATfACHMENT �0050 OC�OO(JO N.WOLFE ROAD 3.ROOTBALL CROWN TO EXTEND 1"ABOVE STAKE PLACED ON WINDWARD SIDES OF FINISH GRApE. TREE,AND OUT5IDE OF ROOTBALL " 4.TREES INSTALLED WITHIN TURF AREAS 4 A SHALLOW BASIN 2"DEEP SHALL BE FORMED O FINISH GRADE SHALL BE INSTALLED WITH'ARBOR-GARD' O AROUND ROOTBALL BELOW FINISH GRADE. 3 1 4O NATIVE GR4DE OR CERTIFIED C U PERTI N O�CA AT BASE OF TRUNK. TREES PLANTED IN TURF SHALL NOT HAVE COMPACTED SUBGRADE BASINS. O FINISH GRADE 5 _ O5 PLATED DECK SCREW .,A O6 ROOTBALL 4 =� 1 �� 2 ��y � — O6 114"BENDER BOARO 1 �j AGRIFORM PLANT TABLETS 3 PER 15 GALLON, - Land Use Entitlements 6 PER 24"BOX AND 8 FOR 36"BOX I I I I — Land Planning Landscape Architecture - Og APPROVED B,4CKFILL,THOROUGHLY MIXED -I I-11 II Civil Engineering.. : p�qN PRIORTOINSTALLATION.PUDDLEAND ��I ii UtilityDesign 3 3 SETTLE PRIOR TO PLANTING TREE. SECTION p Land Surveying ' . , � ' . � ' � Og FOOTTAMPBASE ' �- � � . StormvraterCompliance . ' 1570 Oaklend Road (408)487-2200 aN � 10 NATIVE GRADE 6 san dosa,cn 957st HMHca.com �� . a� . 1 � MARKET READY for SEAM @ R401US 5 CUPERTINO FINANCIAL CENTER 3 3 �PLASTIC HEADER �`1( � � SCALE:1�_��„ �� N ALL PLANTS TO BE PLANTED AT EQUAL O EDGE OF PLANTING AREA 2 �;` SPACING"TRIANGULATED"UNLESS 1 OTHERWISE INDICATED ON PLANS. O TYPICAL PLANT SPACING VARIES SEE � 2.INFILL PLANTS AS REQUIRED TO PLANTWG LEGEND AND PLANS. Z o�a a MAINTAIN SPACING AT IRREGULAR EDGES. � : ' . , . .. D . . . . 3 �� 00 Z . . 4 6 � Fp� 5 9! CONTRACTOR SHALL WALK BUILDINGS � � TO VERIFY EXISTING CONDITIONS . . ' . - � - o Q I .. . . . . , . . . . x -:I�`;` �� , � ... . . . . . - � � . .. a oo � y—O _ - . . . .. . . . ., .> � �;::. � � � ' � � I.� • e �O � ... . o`p�+Oscaaf� ' . . . . � . . . �` . . -. . � .' 0�'2��°��c?-' ' l: .n i.. .. �� ` .-z� .�.. . . � � 9 2X DIAMETER � �N J sr °^'o• e• .. .. .. ' ' . ' . . . � . . . . . . OFROOTBALL . ..� . � � _ - �� : , . .. srf oF cn��c�� . . . . . . . . . .. . EOUAL- . .EQUAL . . . . . . � TREE STAKING(DOUBLE) �GROUNDCOVER SPACING ST"""P . SCr�E:N.is. 'p ScuE:N.is. ALLDESIGNS,DRAWINGSANDWRITTENMATERIALS INDICATED HEREIN ARE THE WORK AND PROPERTY OF STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE NOTES: NOTES:. DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD 1.SEE PLANTING SPECIFCATIONS PRIOR 1O FINISH GRADE 1.ROOT CONTROL BARRIER SHALL BE USED WHEN TREE IS O CURB WITHOUT THE WRITTEN CONSENT OF STUDIO:G " TO INSTALLATION OF PLANT MATERIALS. O A SHALLOW BASIN 2"DEEP SHALL BE LOCATED 10'OR LESS FROM WATER,STORM,AND SEWER ARCHITECTS.ALL RIGHTS RESERVED. O2 PLANTER ARFA 2.ROOTBALL CROWN TO 8E 1°ABOVE FORMED AROUND ROOTBALL BELOW UTILITIES. ' FINISH GRADE. FINISH GRADE 2.INSTALL AN 1B°DEEP'DEEP ROOT CONTROL BARRIERAT EDGE O TREE TRUNK REVISIONS OF SIDEWALK. O3 AGRIFORM PLANT TABLETS 2 PER 1 3.INSTALL A 24"DEEP'DEEP ROOT CONTROL BARRIER AT BACK 4O TREE CANOPY DATE DESCRIPTION Ct GALLON,3 PER 5 AND 15 GALLON OF CURB OR INSTALL A 36'DEEP'DEEP ROOT CONTROL 5 BARRIER AT BACK OF CURB WHEN WITHIN 6'FROM WATER AND OS ROOTBARRIER I.O5.15 PRICING SET(NOT FOR CONSTRUCTION) SEWER LATERAL LINES. � O4 FOOT TAMP BASE 4.NO R00T CONTROL BARRIERS SHALL BE WITHIN 5'FROM szs.ts PLANNING SEf FORCUENT REVIEW � p ��oa WATER AND SEWER LINES. V O SHRUBSEE PLAN AND LEGEND FOR 'DEEP ROOT PHONE NUMBER(800j458-7668 9.oa.is Q CITY CAMMEM RESPONSE B SIZE AND TYPE � . � ' � o � 10.07.15 Q CITY COMMEN�RESPONSE � 8 O6 APPROVED BACKFILL,THOROUGHLY �o g, MIXED PRIOR TO INSTALLATION _ '� 5 i s a � ' O7 NATIVE GRADE OR CERTIFIED 2's' � 'z'•s � a o 6;•;..' :;`Z�•_.,„—'^O3 COMPACTED SUBGRADE '�';'• o� ,� ;_� . , ;::: 6 y � 3 .:i . .'�_ �.:` �.•- 4 �.: . ... ,_ .: �-�i: ^ - �:s-;-..;;..:.�:; 2 �ATE � � � /�1�r, y}y f��y ��''2XDIAMETER t 5.29.?015 °'%��`�� _ ��•_A__�/y/�,l�_�_ � OFR001BALL 4 SCALE uorroscue MEDIAN PROJECT ID �6,.� �'—,�3i;��z�''fi6t.�s''� �'��_4�33ew�'�='�' �j u� �,y l ___ ___-�,��/��' SHRUB PLANTING ROOT BARRIER o�,�,BY WA �`�f-f-I ___ _____�'_-�-__�__-__'_'___'__'_.- _ E SCAIE:N.T.S. C SCALEN.T.S. V ( � �.•'::1'. Q 'I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIE�THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, P�NTIN G n 2 �d�u�i�r'�� — -_ ______—— _-_--------- -—--__--__-_-- � DETAILS '._�fa`--• i`�,�ii:'i i� ,�� . � . � � SHEET TITLE � ' SHEET N0. L 4�0� _ �� ■ Tfie Contract documents,as defined herein,are intended to be read together to describe a complete and T. INDEMNIFICATION � � INSTRUCTIONS TO BIDDERS finished piece of work,includin all labor,materials and e ui menl necessa far lhe ro er execution of �� 9 q P ry P P ■ To Ihe fulles�e�ent permitted by law,lhe Conlredor shall inpemnify and hold harmless the Owner, s o A. SUBMITTALS the projecL Anything in the specifications and not on the drawings,or on the drawings and not in the Landscape Archilect,Landscape ArchitecPs consultants,and agents and employees of any of them from S m � specifiralions,shall he as Ihough shown or mentioned in bolh. ■ Bids shall 6e submitted in sealed envelopes bearing on the outside the name of the bidder,the bidder's and against claims,damages,losses and expenses,including but not limited to reasonahle attomeys' Q� � address and the name of the project for which ihe bid is being submitted.Bids shall he delivered to fees,and all legal expenses incurred on appeal and all interest thereon arising aut of or resulting from �� Owner. performance of Ihe work,provided ifia[such claim,damage,loss or expense is attributable to bodily 3 � BOB FARMAN H. . .SHOP DRqWINGS OR PRODUCT DATA AND SAMPLES injury,sickness,disease or dealh,or to injury to or deslruction of tangible property(other lhan ivork itsel� � RNERROCK REAL ESTATE GROUP including loss of use resulting therefiom,but only to the extent caused in whole or in part by negligent. �' ■ Shop drawings,product data,samples,and similar submittals are not contract documents.The purpose 1333 N.CALIFORNIA BLVD;SUITE 343' of their submittals is to demonstrate for those poNons of the work for which suhmirials are required tha ads or omissions of the ConUactor,a su6conVaclor,anyone directly or indirectly employed by them or - _.., :�k :;:� WALNUT CREEK,CA 94596 ' way�he Cantractor proposes to wnform to the informa�ion given and the design cancept expressed in anyone for whose acts they may 6e 1ia61e,regardless of whether or not such claim,damage,loss or A copy of the bid shall be sent to HMH at: Ihe drawings. expense is caused in part by a party indemnified hereundet.Such ohliga�ion shall not he consWed to 1570 OAKLAND ROAD,SAN JOSE,CA 95131 negate,ahridge,or reduce other rights or obligafions of indemnity which would othenvise exist as lo a ■ The Contractor shall review,approve,and suhmit such submirials required by lhe contract documents paAy or person described in this Section. " B. EXAMINATION OF CONSTRUCTION DOCUMENTS AND SITE with reasonable promptness and in such sequence or to cause no delay in the work. ■ Each bidder shall inspect the cons)ruction documents(drawings and specifications)and site of the ■.Landscape Architect shall review and approve or take olher appropriate action on lhe conlractor ■ In claims againsl any person or entity indemnified under lhis Section hy an employee of lfie Contractor,a proposed project.The submission of a bid shall constitute and acknowledge that the bidder is familiar su6mitWls,such as shop drawings,product data,samples and other date,which the conVactor is subcontractor,anyone directly or indirectly employed by them or anyone for whose acts ihey may he PROJECT ADDRESS wilh all condilions which might affect Ihe conlemplated project required to suhmil,hut onty for the limited purpose of checking for conformance with Ihe design concept Iiable,Ihe indemnification obligation under lhis section shall not be limited by a limitalion on amount or . type of damages,compensation or benefits payahle by or for the Contrector or a subconUactor under 10050&10080 N.WO LF E ROAD and the information shown in the construction documents.This review shall not include review of the �� worker's compensa6on acts,disability henefit acts or other employee henefil acis. ■My discrepancies shall be brought to the immediate attentio�of the Owner.Contractor shall assume all, accuracy or completeness of delails,such as quantities,dimensions,weights or gauges,fahrira6on T p � necessary revisions dua to failure to give such notifiration. processes,construc6on means ot melhods,wordination of the work with other Irades or consUuc6on C U P E R I T I N O�C!'1 safery precautions,all of which are the sole responsibility of the contracror.review of a specific item shall ■ The ohliga�ons of the Contractor under this section shall not exlend to the liability of the Landscape not indicate ihat ihe landscape architect has reviewed fhe entire assemble oF which the item is a Architect,Ihe Landscape ArchitecCs cnnsultanis,and agenls and employees of any of lhem arising out oi C. REJECTION OF ALL BIDS component.Landscape Architecl shall not be responsible for any deviations from the consWction (1)lhe preparation or approval o(maps,diawings,opinions,reporls,surveys,change orders,designs or • documents nat brought to the attention of ihe Landscape Architect in writing by the conhactor. specifcations,or(2)the giving of or the(ailure to give directions or instructions by the Landscape ■ The Owner reserves the right ro any fime prior to the award,to reject all bids.The Owner also reserves Architecl,lhe Landscape ArchitecPs consultants,and agenls and employees of any of them provided the right to accept other lhan the lowest bidder,to accept one(1)part of a proposal and to waive any such giying or failure to give is the primary cause of the injury or damage. �and usa Emniements ' technical informalities in any proposal. �, SUBSURFACE DATA �and Pianniny ' ' ' � - Landsrape Architeclure ■Where inves6gaGons of site conditions have been made including subsurface condilions in areas where U. SAFETY OF PERSONS AND PROPERTY Civil Engineering . D. WITHDRAWAL OF BID work is to be performed under the Cantract,such inves6gations are made only fot the purpose of study utiiiry oesi9n and design.All soil and geologiral test hale data,water tahle elevabons and agricultural suiWbility soil ■ The Conlrac�or shall be responsible for iniGating,maintaining and supervising all safety precautions and �and surveying , ■ A bidder may withdraw the bid without prejudice,provided a written request for such withdrawal is analyses apply only at the locations oi the test and to the deplhs indicated. programs in connection wilh the performance of the Contract. srormvrater compiiance delivered to the Owner prior to the commencement of the opening of bids. i s�o oaaa�a aoaa �aae�ae�-zzoo ■ The Contractar shall lake reasonahle precautions for safety of,and shall provide reasona6le protection to , se��ose,cn est3� HMHca.com GENERAL CONDITIONS J, CHANGE ORDERS prevent damage,injury or loss ta:emplayees on lhe work and other persons who may be aftected A. DEFINITIONS � ■ The Owner may at any time prior to zcceptance of the work,by written order to Contractor and withaut ihereby,the work and materials and equipment to be incorporated therein,whether in storage on or off o Words used herein in lhe masculine gender include the feminine and neuler,and vice versa,the singular nolice to surefies,increase or decrease ihe estimated quantity of work or material,make alterations, ihe site,under care,custody or control of the Contrector or ihe Conhactor's suhconVactors,and other numher includes Ihe plural,and the plural the singular.The word"persan"indudes a corporation, gs and s ecifirations,and make chan es in Ihe property at the site or adjacent Ihereto,such as trees,shrubs,lawns,walks,pavements,roadways, deviations;additions to or omissions from the drawin p g MARKET READY for association or partnership. project as may 6e deemed necessary or advisable,within lhe general scope thereoL sWclures and ufilities not designaled for removal,relocafion or replacement in the course of constmction. � CUPERTINO FINANCIALCENTER ■ Unless othenvise specifically defned herein,or unless the context requires a difierent meaning,all ■ No'claim(or additional wark or material will be allowed unless suPported by a written Change Order ■ The Contrador shall give notices and comply with applicable laws,ordinances,rules,regulalions and words,abbreviations,symbols,terms and phreses having a well known or techniral meaning shall be so signed by the Owner and the ConVactor stating Iheir agteement upon all of the following: lawful orders of public authoriGes bearing on safety of persons or property or their protec6on(rom construed: damage,injury or loss. -Change in the work - ■ Wheneverin these specifica6ons,or in any documents or insWmenls where these specifications govem, -Amount of the adjustment in the Conlract sum,and ■The Cantractor shall so conduct operafions as to ofter the least possi6le obstruction and inconvenience Ihe following terms are used,ihe intent and meaning thereof shall be as follows: -Extent of the adjustment in Ihe Contract time,if any. to fhe public.The Contraclor shall have under construction no greater amount of work than can be performed properly with due regard to the rights of the public. K. CONTROL OF MATERIALS . CONTRACT-Represents the entire and integrated agreement between the Owner and the Contrector, ■Ma�erials,parts and equipment ta be tumished by the Contractor shall be new,unless othenvise V. PROJECT SITE MAINTENANCE The contract documents form the Contract for construction. specified in these specifirations or noted on the drawings.The materials shall be manufactured, ■ Throughout all phases of construction,and until acceptance of Ihe work,the Contractor shall keep the handled,and used in a workmanlike manner. projecl site clean and free from rubbish and debris: CONTRACT DOCUMENTS•These specifications,the drawings,addenda issued prior to execulion of the Contract,and the ConVad between the Owner and lhe Contrador. ■AO materials shall be subject to rigid inspection and if,in the opinian of Ihe Owner lhe same do not comply with Ihe contract documents,said materials shall be rejecled and immediately removed Gom the , ■ Cosls incurred due to deanup operalions shall he as included in Ihe prices hid for the various items of premises at the expense of lhe Contrador. work and no separale payment will be made therefor. CONTRACTOR-The.person_or entity whose bid is accepted and to whom the Contract is awarded. " ■Manufadurers warranNes,guaranties,instructions sheets and parts lists,which are furnished with certain LANDSCAPE ARCHITECT-The professional services firtn who prepared the project drawings and articies or materials incarporated in ihe work,shall be delivered to ihe Owner prior to acceptance of the 'N. AIR POLLUTION � specifications for lhe Owner. work. ■Contractor shall comply with all air pollulion conVol rules,regulatinns,ordinances and statules which , apply td any work pertormed pursuant to the Contrad and shall not discharge smoke,dust or any afher L. SAMPLES AND TESTS air contaminants into the almosphere in such quantity as will violate ihe regulations of any legally OWNER-Is the person or enGTy iden�fied as such in Ihe ConUact. consfituted auihority. CONTRACTOR SHALL WALK BUILDINGS ■ The ConVacror sha0 furnish such samples of all materials as requested by the Owner without charge. TO VERIFY EXISTING CONDITIONS WORK-The term"work"or"project"means the construction and services required by�he Conhact Labor and equipment necessary for the fumishing of such samples sha0 he the responsibility of lhe Coniractor. Documents and includes providing all labor,materials,equipmenl,transportation,tools,and incidentals X. NOISE CONTROL necessary to complete the work in a satisfactory man�er by licensed conlractor and expenenced ■ Contractor shall comply wilh all local sound control and noise level regulations and ordinances which oscn, ' workers. M. SUBSTITUTION OR EQUIVALENTS � �^" f apply to any work performed p�rsuant to(he Contract,and shall make every eHort to control an undue =��,sn+ o�'0�c� e For convenience in'designation on the drawings or in the specifications,certain artides or materials to he noise resulting from fhe construction operation. c,`� „,,,,�9'� incorporated in the work may be designated under a trade name or the name of a manufacturer and B. CONSTRUCiION PROCEDURE catalogue numher.Subject to written approval by the Owner or Landscape Archited,an altemative �o- aRicleormalerialmaybeutil¢ed. Y. PESTICIDESIHERBICIDES "�J �' �' ■ Contractor shall not be relieved of obligations to perform the work in accordance with the ConUact q � ' Documenis either by activities ot duties of Ihe Owner,Landscape Architect,or by tests,inspections or ■ Contractor shall comply with all rules and regulations of the DepaRment of Food'and Agriculture,the re.oF��Fo� approvals required or perfortned by persons other lhan the Contractor. Department o(Heallh,the Deparlment of Indushial Relations and all other agencies which govem ihe use of pes6cidesmerhicides required in the perfortnance of the work. ■ The 6urden of proof as to the quality and suita6ility ot alternatives shall be upon the Contractor. C. NON-ASSIGNABILITY STAMP ■ Neilher the Contract that may he awarded,nar any of the monies that may become due to the Contractor N. CERTIFICATES OF COMPLIANCE Z. OUST CONTROL ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS under such Contract,may be assigned by said Conlractor without the written consent o(the Owner. ■ When re uested,Contractor shall fumish the Owner with a Certificate of Com liance statin that lhe INDICATED HEREIN ARE THE WORK AND PROPERTY OF G P 9 ■The Contractor shall abale dust nuisance by cleaning,sweeping and sprinkling with water,or other STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE material substan6ally meels the specifica6ons means as necessary,and shall save.fhe Owner free and harmless from any claim for loss or damage DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD sustained by others and resulting from operations on ihe project site. D. SERVICE OF NOTICE WITHOUT TIiE WRITTEN CONSENT OF STUDIO:G ■ The delivery or mailing of any notice,insiruction,claim or protest,or other wrilten communications, 0. SUFFICIENCY OF TIME ARCHITECTS.ALL RIGHTS RESERVED. personally to the Contraclor or lo lhe Owner,shall consGlute service thereof upon Ihe Contractor,or the ■ Shauld�he Contractor 6e obsWcted or delayed in the prosecution or crompletian of the praject by the acl, AA, UTILITIES - Owner,respecfively, neglecl,delay or de(aufl o(lhe Owner,or as a resull of strikes,fire,flood,ligh6ng,storms or earlhquakes, ■ When placing concrele around or contiguous to any uliliry,Ihe ConVactor shall assume responsibiliry for REVISIONS ar by unavoida6le calamity,or other unforeseen causes that in lhe opinion of Ihe Owner,are beyond lhe conlrol of the Contraclor,lhen lhe Owner may consider an eztension of time for ihe completion of Ihe costs to fumish and install a ashion of expansion joint malerial,dear opening or sleeve,or by other E. SUBCONTRACTS project suitable means shall prevent embedment in or bonding with the concrete. DATE DESCRIPTION ■ Cantracior shall set forth in the bid Ihe name and the loca6on of each suhcontractor who will perform i.os.is paiciNc sET�Nor Foa coNsraucnoN� . work or labor or render service to the Contractor in or about the consWction of thework. p. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT BB. PATENTSANDROYALTIES s.29.is PLANNINGSETfORCLIENTREVIEW ■ If the consWclion of the project 6e abandoned by the Contractor,or if at any time the Owner shall 6e of s The ConUactor shall a6sorb in its bid,the pa�ent fees or royalties on any patented article or process 9.04.15 � CITY COMMENL RESPONSE lhe opinion that the performance o(Ihe ConUact is unnecessarily or unreasonabty delayed,or that the which ma he fumished or used in the work.The Contractor shall indemni and hold the Owner ■ Contractor musl have lhe written consent of lhe Owner to substitute a subcontractor other than Ihal Y �Y designaled in the bid. Contractor is willfu0y violating any of the condi6ons or covenants of the ConVact,lhe Owner may notify harmless from any legal actions that may be brought fwm infringement o(palents. io.o�.i s � Cltt CAMMEM RESPONSE • � lhe Contractor not to resume or lo discontinue,as fhe case may be,all work or any parl thereof contemplated under the Contract by a writlen notice served upon Contrador.The Owner shall charge lhe F. BONOS AND INSURANCE axpense o(such equipment,la6or and materials,plus len percent(10%)oi Ihe cost Ihereof,far administralive expense against any sums of money due or to become due lhe Contractor,or against the CC. PAYMENTS ■Before execuGon of Ihe Contracl with Ihe Owner,�he ConUactor shall file wilh lhe Owner surety bonds sureties lo Ihe ezlent of their liability. and applicahle public liability and property damage insurance satisfactory to lhe Owner in the amounls a The Contract sum is stated in lhe Contracl and,including authorized adjustmenls,is lhe total amouN and for the purposes specified in fhe Contract.Bonds shall be duly ezecuted by a responsible corporate payable by Ihe Owner lo the Contractor for peAormance of the work under lhe conlract documenls. surety,authorized to issue such honds in the applicable Slale of the projecl and secured through an ■ In lieu of the foregoing provisions to suspend the Contract,ihe Owner may pay the ConVactor for the authorized agenL ConVaclor shall pay all bond premiums,cnsts and incidentals. completed poAions of Ihe project according to the provisions of lhe Contract and may treat lhe portions remaining unwmpleled as i(said po�ions had never been included or cantemplaled 6y the Contract �Be(ore fhe first application for payment,Ihe Contraclor shall submit to Ihe Owner a schedule of values allocated to various portions of lhe Work,prepared in such(orm arid supported by such dala to ■ Changes in lhe work,or e�Aensions of 6me,made pursuanl to lhe ConVact,shall in no way release the subslantiale its acaracy as Ihe Owner may require.This schedule,unless objected to 6y the Owner ��,T Contractor or surety from fheir obligations. sha�be used as a basis for reviewing Ihe Contractors applicabons for payment DATE s.as.�ois J ��`�'��I� /ti�� '�l% Q. TEMPORARY SUSPENSION OF WORK 11�� !1 IJ'u��.%V�11-L`.� � -- ' SCALE xarroswe �=_____ -. G. �RAWINGS AND SPECIFlCATIONS ■ The Oxmer may order ihe Contractor lo suspend Ihe rrork on lhe projecl wholly or in part for such period -��y'�f P��da�j�, f 1��..91 61J�� .The conUaclor shall keep at Ihe praject sile a copy of ihe drawings and specificaGons.In the event a of 6me as may 6e deemed necessary due to unsuitahie weather or to such olher conditions as may.be DD. REPAIRS AND REPLACEMENT PROJECT ID y56,o0 s� discrepancy exists between figures and/or drawings,lhe discrepancy shall be immediately su6mitted lo considered unfavora6le(or lhe suitahle prosecution of the work.Work shall be resumed when conditions ■ Costs incurred due to repair or replacement of defective or damaged work shall be the responsibiliry oi - �/'� ]j --- -- � _/— - Ihe Owner for clarifiration.Any adjuslment made by the Conlractor wilhoul oblaining such clarifica6on are favorable or when lhe melhods have been correcfed,as directed and approved in writing by lhe Ihe contractor. DRAVJN BY WA ��V��•� _// _�p�r��__�___-, from the Ovmer shall be at lhe Contractors risk and expense and be subject lo removal if said Owner. — � -- adjustment does not meel lhe approval of the Oxmer. �¢c'((; EE. BACKFILLING R LAWS TO BE OBSERVED ■ Backfilling material,sha0 be free from large clods,stones,and olher objectiona6le malerials,exceeding GENERAL , p ■ The Contraclor shall be(ully informed o(all State and Nalional laws and municipal ordinances or three inches(3°)in diameler. S P EC I FICATI O NS �`�p�'�''��'�`-� ' �� regulatlans which in any manner aHecl those engaged or employed in Ihe work,or�he materials used in C-.�6�6�e.:.��7�� ____ _ ==�v__�_�_r�=--_-._--�___--� . ihe work,or which in any way aflect the wnduct of the work,and of all such orders and decrees of FF. PROJECi'MAINTENANCE , �>�:��y) �'�`��l i u.�� bodies or Iribunals having any jurisdic6on or authority over fhe same. ■ project maintenance is required after the project is complete.A lack of mainlenance in area such as,but SHEET TITLE not limited to irriga6on and planting opera6ons may result in damage to property andlor persons. S. LAgOR CONDITIONS ConVactor acknowledges and agrees that,as between parties to the contract,lhe contractor is solely ■ ConUactor shall comply with appfica6le Federal and State provisions of fhe Labor Code and Fair responsihle for the results of any lack of or impraper mainlenance, Employment P2ctices. SHEET N0. L 5�O� D.. REINFORCEMENT `�`° CLEARING and GRUBBING G. UNSUITABLE MATERIALS ■ Paving asphalt shall be steam-refined,produced from crude asphaltic petroleum or a mixture of refned � {,S'$ ■ Unsuitahle materials as determined h the Owner shall be removed from the ro ecf site.Arran emenfs liquid_asphalt and refined solid asphalL Paving asphalt shall be homogeneous and free From waler and �LL A. GENERAL y p 1 9 e Reinforcement shall conform to the dimensions and details shown on the drawings and shall be cleaned g� � ' for dis osal of lhe material at off-site locafions shall be made with the Ci s/Owner's written consent bf residues ohtained by the arGficial disfillaGon of coal,coal�ar or paraffin oil. thorou hl of all rust,mill scale,mortar,oil,dirt,or coatin of an character which would be likel to ■ Contractor shall provide all labor,malerials,and equipment for clearing and grubbing operalians P ty ' 9 y 9 y Y �� the pwperry upon which such material will be disposed.: : destroy oc impair its proper bonding with the concrete. �o �. performed in advance.of grading operaGons. ■Aggregates shall be clean and ftee from tlecomposed or organic materials,and other deleterious `>� e Reinforcing steel,where indicated on the drawings,shall be Grade 40 or Grade 60 billel steel, a ■ Clearing and grubbing shall consist of removing all natural and artificial objectionable malerials wilhin lhe su6stances. , � conforming to ASTM A�15. � limils of consWction. DRAINAGE ■Coarse aggregate shall be crushed mineral rock orcrushed aircooled blastiurnace slag. � ■Wire mesh reinforcement,where intlicated on the drawings,shall conform lo ASTM A-185.' ■ Except as indicated on Ihe drawings,materials removed shall not be incorporeted in the.project. A. GENERAL ■Fine aggregate shall be sand,rock dust,mineral fller or a blend of these material.Sand shall consist of �' � -a,��; _ --�4 natu�al or manufaclured granular material.Mineral f�e�shall consist of portland cement or finety �. ,... ■ ConUactor shall provide all labor,materials,and equipment to fumish and install drainage systems as powdered material mechanically produced by the crushing of rock E. TRAN5IT MIXERS ■ Depressions caused 6y the removal of objecGonable materials shall be backfilled and compacted with indicated on the drawings and as specified herein. materials equal to lhe surrounding soiL ■ Mixing shall be commenced as soon as possible after the cement is placed in contact with aggregates ■.Contraclor shall maintain the project si[e throughout the progress of Ihe work in a reasonable,dry, but in no event shall the intervening 6me period exceed thirty(30)minutes. workable condition,free of surface water. D. PLACING ASPHALTIC CONCRETE ' B. PRESERVATION OF PROPERTY ■ Contractor shall provide and install headers in accordance with the details on the drawings at the line of ■ Mixing and delivery of readymixed concrete shall confortn to ASTM C-94. ■ Canlractor shall be responsi6le tor,all cutting and patching of new or e�tisting walks,curbs and �ermination of asphaltic concrete pavement.Headers shall 6'e"loundation grade"S4S pressure Veated ■Adequate control of ready-mixed cancrete shall provide for additional water to be added and mixed into ■ Cosls incurred due to repair of replacement of exisling improvemenls which are not designated for pavements required for proper jnstallation of drainage syslems. Douglas fr.Headers shall remain in place upon completion of improvements. the batch at lhe project site.Amount vidhheld shall not exceed two and one-half(2112)ga�ons of water PROJECT ADDRESS removal and which are damaged as a result of consWcfion opera6ons shall be ihe responsibility of ihe ConVactor. ■ Trench bottom shall be graded and prepared to provide a frtn and unifarm bearing surface Uiroughout per cubic yard oi mix.' enGre lenglh ot pipe. ■ At lhe time of delivery to Ihe project site,lhe temperature of ihe mixture shall not be lower than 260°F or ■ The total elapsed time beriveen lhe addi6on of water al lhe batch plant and discharging at projecl site 10050&10080 N.WO LFE ROAD � ■ Replacements shall he at least equal to the conditions when Con�ractoc entered upon the work,and shall ■ In order to make any necessary adjustments,conneclions that are to be made to an existlng pipe,catch higher�han 320°F. match ihem in finish and dimension.Planf material shall be replaced wifh fhe same species,size,and in basin or olher a urtenances shall be ex osed and ins ecled 6efore la in new i e. shall not exceed ninety(90)minutes. C U P E RT I N O CA PP P P 1'9 P P ■ Asphaltic concrete shall not be placed when lha atmospheric temperature is below 40°F or during � lhe original location(unless olhenvise designated)._. � unsuitableweather. F. PLACINGCONCRETE ' C. REMOVAL and DISPOSAL OF MATERIAL ■Asphaltic concrete shall be evenly spread upon the su6base to such a depth that,after rolling,it will be of ■ Install embedded ilems accuratety in Iheir proper locations,secured against displacement,prior to ■ All materials removed shall be disposed of off-site.Buming shall not be permitted,No accumulaGon o( B• HORIZONTAL SUBDRAINS the specified cross•section and grade of ihe course as shown on the d2wings and specifed herein. placing concrete. flammable malerial shall remain on or adjacent to the project site, ■ Catch basins shall be as indicated and installed as detailed on the drawings.' o Concrete shall be placed on native grade,certified compacted subgrade,or subbase material,6ee of all � Pi ■Depositing,distributing and spreading shall be accamplished in a single,conlinuous operation by means loose and eztraneous material,su�cienqy dampened to ensure that no moisture will be absorbed fwm " ■ Abandoned pipes shall he capped or plugged. pe shall be as indicated on the drawings and laid and joinled in accordance with generalty accepted �ana Use Entinemems. . of a self-ro elled,mechanical s readin and finishin machine e ui ed with a screed or slrike�off the Nesh concrete. practice and to line and grade as designated on the drawings,with ends of pipe placed flush with the P p P 9 9 q PP Land Planning inside face of the calch basin. assembly rapable of.being accurately regulated and adjusted to distribute a layer of asphaltic wncrete to ■ Concrele shall be distributed uniformly and thoroughly vihreted in a manner thal will encase the �andscape nrchdecture , D. FUEL MODIFICATIONS ZONES a definite pre-determined Ihickness. reinforcement,fll the forms and bring the surface true to grade and cross-section. civii Engineerin9 ■ Interior of pipe shall be thoroughly cleaned of all foreign mafter prior to,during,and after installafion in uciiiry Desi¢n ■ Fuel modification zones shall be as indicated on the drawings and as defined by the applicable ■ Asphaltic concrete shall be lhoroughly compacted hy rolling. ■ Equipment used shall nol have any aluminum components coming into direct contact with the concrete. Land surveyiny the trench. urisdicGonal Fire Marshall servin lhe ro ect area,includin but not limited to,removal o(a�natural and stormwaier compiiance � 9 P� 9 ■ Invert of curb drains shall be located a minimum of one inch 1"above lhe utter flow line.Drein ■ The completed surface shall be smoolh,free from ruts,humps,depressions or irregularities.Any ridges, artificial ohjectionable materials to soil line within the designaled distance from manufactured pads. �� 9. P�Pe indentations or other objectionable marks shall be eliminaled. �e�o oakia�d aoad (aos�as�-2zoo shall have a minimum clearance of hvo inches(2")from top of curb and terminate at leasl one inch(1�) G. FINISHING San Jose,CA 95131 HMHca.cam 6ack of curb face. ■Contractor shall not commence work until a meeting,arranged foRy-eight(48)hours prior to the meeGng E. REPAIR AND REPLACEMENT ■ Concrete surfaces shall be floated prior to sleel troweling.Formed edges shall be rounded to a radius of date,has been held wilh lhe Owner,Landscape Architect,and applicahle jurisdictional Fire Marshall to ■ Costs incurred due to re air or re lacement of defective or dama ed work shall be Ihe res onsibili of one-half inch(112").Edges at expansion join�s shall be rounded to a radius of one�ighth inch(1/8"). review designated areas and define objectionahle materials. C. BACKFILL P P 9 P N ■ Backfill material sAall be free from large dods,stones,and olher o6jectionable materials,exceeding the Contractor. ■ Concrete finishes shall be as indicated on the drawings and specified herein. MARKET READY for ■On-site dumping andlor spreading of plant material shall not be pertnitted in"native"areas. three inches 3"in diameter. CU PERTINO FINANCIAL CENTER ( � CHAINLINK FENCING ■ No adveAising impressions,slamp or mark of any description will be pertnilted on surface of concre�e. A. GENERAL EARTHWORKIFINE GRADING NON-VEGETATIVE SITE MATERIALS ■ Concrete shall not be covered with plas6c sheeting. ■ Contrador sha�provide all labor,materials and equipment lo fumish and assemble chainlink fencing as p� , 1 A GENERAL - A. GENERAL ■ Broom finish,where indicated on the drawings,shall be performed after fnish lroweling by drawing�'��.��,�� indicated on the drawings and specified herein. .s ��'�1� � ■ Contractor shall rovide all labor,materiais and e ui ment to erform all earthwork o erafions as v Conlractor shall rovide all la6ar,materials and e ui ment for fumishin,s readin and com acfin following broom types acwss the narrowesl width of the concrete or in the direction as indirated on t�e _�_� _µ ,�� P 9 P P P P 9 P 9 P 9 P 9 drawin s. y�~ . indirated on the drawings and specified herein. subbase materials as indicated an ihe drawings and as specified herein. B. MATERIALS 9 � G''S��a��s�� ,��.9�E.�.(.�i� ■ Fine Braom-Pushwith fine or soR te�Aured bristles. ■ It is Ihe intenl of the drawings that lhe grading he a balanced cut and fill operation.If,during grading ■ Contrector shall be responsible for establishing subgrade,providing drainage,and performing weed ■ AII malerials and fittings shall be new,commercial quality s�eel and galvanized.Minimum weight of ■ Medium Broom•Push with medium or.medium stiff brisUes. �,r"., j abatement operations prior to placement of suhbase materials. coalings shall conform to ASTM A-120 for standard pipe,ASTM A-392 for chainlink fahric and ASTM � operations an excess or defciency of earth hecomes apparent,Contractor shall immediately nolify the o Heary Broom-Push with coarse or stiff brisUes. �" e� / A-153 forfittings and hardware. — �-----��--o-�(=��—.-� Owner or Landscape Archilect. ■ Subbase malerials shall be spread with a sufficient moisture contenl to obtain a relative compaction of ■ Rock sal�finish,where indicated on lhe drawings,shall be performed by applying rock salt evenly�er �� ■Posts and rails shall be Schedule 40,,sized as noted in the details on the drawings.Posis shall be ftted �yk��1� nol less�han ninety percent(90%).Moisture content shall be uniformly distributed throughout lhe � entire surface just prior to the fnish lroweling.Press salt crystals into�he surface wi�h sufficienl trowel ■ The Contractor shall provide a0lines and grades necessary b properly carty on the work.Any work wilh rainproof tops. which is not found to comply with the lines and grades shown on lhe drawings shall be altered or material. pressure so lhat salt is emhedded just barely below surface leaving the tops of the crysWis exposed ■ Chainlink fabric shall be zino-coated,9-gauge,woven into hvo inch(2')mesh wilh knuckled finish top and Cure finished surface in accordance with generally accepled practice. ��a��'� �� removed and replaced by,and al the expense of,the CoNractor. ■Material shall be of such nalure that it can be compacted readily under watering and rolling lo form a firm,, bottom edges. a�� stable base�hal is s read in ane 1 o eration,free from ocke�s of lar e or fne ma�erial: `'""�``�`�'`""'�'"""" -�`a��—'-"-'_-_'—•-' P ��P P 9 ■Horizontal tension wires shall be 7-gauge coil spring steel of good commercial quality and galvanized in •,� ■ All hench marks,monuments and other reference points shall remain undisturbed. accordance with ■ Colored concrete,where indicated on the drawings,shall be colored v,rith the proper praportion of, ''��G:J�W �`i4 V�E t Ce��r ASTM A-116,Coating Class 3. Chromix Admixture,as manufactured by L.M.Scofield Company,Los Angeles,Califomia.Surfaces shall B. WEED ABATEMENT AND SOIL TREATMENT �Truss rdds shall be ihree-ei hths inch 318°diameter steel' . be finished uniformly wilh the specified finish or texture and cured with Lithochrome Colotwax{o� B. PROTECTION OF PROPERTY 9 � � Colorcure Concrete Sealer in the matchin cobr.All batchin g g g ■Contrador shall apply,i�areas to be installed with suhhase materials,a selective pre-emergent, rod with tumbuckle or truss tightener fabricated oi cdmmercial quality steel or malleahle iron. ) g g,placin finishin and curin shall be in ■ Costs incurred due to repair or replacement of existing improveme�ts which are not designated for • accordance with Scofield's Techniral Data Bulletins. removal and which are damaged as a result of consWc6on operation's shall he lhe responsibiiity of lhe surface-applied herbicide.Rates and application me�hod shall be as recommended by manufadurer. C. INSTALLATION Contractor. ■ Retardant fnish,where indicaled on the drawings,shall 6e"exposed"using Lithochrome Concrele ■ Visible weeds shall be sprayed with a non-selective,post-emergent herbicide.Application method shall ■Posls shall be set in concrete fooGngs conforming to the details shown on lhe drawings and in Surface Retarder by L.M,Scofield Company and applied in accardance with Scofield's Applica6on CONTRACTOR SHALL WALK BUILDINGS C. GRADING OPERATIONS be as recommended by manufaclurer. accordance with the requirements as specfied in lhe Concrete Paving and Walls Section.Posts shall be Instructions D-203. TO VERIFY EXISTING CONDITIONS spaced al a maximum of ten fool(10')intervals,measured from cenler lo center of posls. ■ Finished surfaces in all cases shall conform lo the lines,grades,cross secfions and dimensions indicated e Contraclor shall apply spray chemicals when air currents are still,prevenfing drifling onto adjoining ■ Slamped concrete,where indicated on the drawings,shall be perfortned by applying special forming � on the drawings, property and preventing any toxic exposure to persons whether or not tl�ey are in,or near,the projecL lools while conaele is still in the plastic stage of set Desired pattem shall be as indirated on Ihe ■ Finish grades shall be well compacted,reasonably smooth,insunng posilive drainage,free of abrupt ■ Steel truss rod and suitable 6ghtening device shall extend from the nearest line posl to lhe bollom of lhe � grade changes,irregularities,waler pockets or discanfinuities in surface level.Grades shall flow away end or cotner post drawings:ConUacfor shall be licensed,toaled,and trained by Bomanile Corporation,or approved equal. �HoscnoE " `2y�'°�,g'" ° 'R°s from structures and in accordance with local jurisdictional requirements. ■Fabric shall be stretched taut and sewrety fastened on the ouhvard facing side of the posts,installed so - „,,,,� n C. ' .AGGREGATE SUBBASE MATERIAL , that Ihe top edge projects over the rail and extends to within two inches(2")of finish grade or finished o Exposed aggregate,where indicated on the drawings,shall be'exposed'using lithochrome concrete ■ Finish grade adjacent to paved areas,curbs,valve hoxes and similar features shall be one inch(1") ■ qggregale subhase malerial shall be as specifed in the projed geotechnical report OR consist of surface. surface retarder by L.M.Scofield company and applied in accordance with Scofield's application below lhe finished surface for turf areas,and hvo inches(2")belaw the fnished surface for gro�nd cover crushed rock and rack dust,uni(ortnly graded with ninety percent(90%)passing three-quarter inch(314") instrucfions D-203. areas. sieve size and fH ercenl 50°/to ei h ■ Fabric shall 6e fastened to end and comer posts with a high car6on steel tension bar,and 12-gauge s.' " �"• y p ( ) g ty percent(80%)passing lhree-eighfhs inch(318°)sieve size� lf OF��\F�� 6ee from vegetable matter and olher deleterious material. bands at intervals of sixteen inches(16"),and to line posLs,top rail and hottom tension wire with 9-gauge ■ Sandblasted Finish,where indicated on the drawings,shall be peAormed atter finish Uoweling by lighqy ■ No grading shall be done when lhe moisture confent of the soil is so great Ihat excessive compaction will � lie wires al intervais of hventy-four inches(24"). blowing the surface grenules wilh an air-pressure hose and fine grain silicon sand.ConVaclor shall do a occur,nor when il is so dry that dusl will form in the air or lhat clods will not break readily. ■ Material shall be of such nature Ihat il can 6e compacted readily under watering and rolling to torm a firtn, test sample for approval prior to completing entire area to be sandblasted. stable base that is spread in one(1)opera�ion,free from pockets of large fne material. STAMP CONCRETE ■ Grading shall be compleled priorto weed abatement operations and soil preparation. H. JOINTS qLL DESIGNS,DRAWINGS AND WRITTEN MATERIALS A. GENERAL INDICATED HEREIN ARE THE WORK AND PROPERN OF' D. SAND SUBBASE MATERIAL ■ Expansion joints shall be as indicated on Ihe drawings and at comers,radius poinls and al regular D. EXCAVATION ■ConVactor shall provide all labor,materials and equipment to consUucl concrete items as indiraled on intervals not to exceed ten feet 10'on center.Set remolded ex ansion'oinl stri below finished STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE ■ Sand utilized for subhase malerial shall be as specified in ihe project geotechnical report OR consisl of � � P P 1 P ■ Exravations shall be to the dimensions and elevations indicaled on the drawin s,of sufficient width to the drawings and specified herein. surface,tem oraril secured to to of ex ansion stri or use a removable lastic filler stri.Ex a DUPLICATED.,REUSED OR DISCLOSED BY ANY METHOD 9 natural or manufactured granular material free of clay,deleterious amounts of organic material broken p y p p p p p p nsion W�THOUT THE WRITTEN CONSENT OF STUDIO:G provide ciearances(or set6ng of forms and inspecfion of the various classifications of work, glass,cans or olher substances not suitable for the purposes intended. ■ Concrete shall consisl of paNand cement,fine aggregate(sand),coarse aggregate and water, joints shall be sealed with a potysulfide water•proof caulking. propohioned and mixed to attain a lwenty�ight(28)day compressive sVength of at least 2,500 pounds ARCHITECTS.ALL RIGHTS RESERVE�. � ■ Concrete far footin s shall be laced a ainst native rade or certifed com acted sub rade which has E. SAND FOR SURFACE AREAS per square inch wilh a slump not to exceed three inches(3").Concrete shall not contain reactive ■ Scored control joints shall be toaled to a minimum depth of lhree-quarters inch(314°)and a radius of 9 P 9 9 P 9 aggregate or calcium chloride. . one-eighths inch(118")at five(oot(5')intervals. REVISIONS been Ihoroughly welled. ■ Sand for surface areas shall consist of nafural or manufactured granular material free af clay,deleterious ■ Saw cut'aints,where s ecified shall be as indicated on the drawin s or at intervals not to exceed ten amounls of or anic material,broken lass,cans or olher subslances nol suitable for the u oses ■In additlon to complying with all pertinent codes and regulafions of local goveming agencies,ConUactor 1 P 9 ■ Bottom of excavafions shall be level,free from loose material,and free from slanding water. 9 9 P� shall comply with all pertinent recommendations contained in"Recommended Practice for Concrete - (eet(1�')on center,and shall be cut to a minimum depth of one inch(1")and a width not to exceed DATE DESCRIPTION intended.Washed concrete sand shall be thoroughly and un'rformly washed.Plaster sand is one-uarter inch 1/4" unacceptable for play areas. F.armwark",publication#347-78 of Ihe American Concrete InsGtute. q � �' i.os.is PRICING SET(NOT FOR CONSTRUCTION) E., COMPACTEDFILL F. DECOMPOSEDGRANITE I. CURING s.�s.is auwNiNcsErFORcueNTaEwEw B. MATERIALS ■ Fill material sha�be wmposed of saGsfactory excavated malerial or approved imported soil and shall be ■ Curing compound shall fortn an impervious membrane and shall be a blend of pure waxes and evenl s read in unifortn continuous horizontal la ers not more fhan six inches 6"dee of uncom acted ■ Decomposed granite shall be the product of crushing rock or gravel,clean,hard,sound,durable,uniform ■ Cement shall be T e II low alkali artland cement conformin to ASTM C-150.Cement shall be of the Y P Y ( ) P P YP P 9 alkali-resistant pigments in a soivent emulsion,manufadured by L.M.Scofield,or approved equal. 9.oa.ts Q CITY COMMEM RESPONSE thickness. in quality,and free af any detrimenlal quantity of soft,friable,thin,elongated or laminated pieces, same brand and type used throughout ihe project. disintegrated malerial,organic matter,oil,or olher deleterious substances.Color shall be as indirated on �o.o�.i s ■ Each uncompacted layer shall be moistened or aerated as necessary lo obtain an even moislure the drawings or selected by Landscape Architect. ■ Sand shall consist of nalural or manufadured granular malerial,(ree of deleterious amounts of organic ■ Spraying of curing compound shall commence as soon as 6ee water leaves the surface bul no lafer than � CITY COMMENT RESPONSE . dislribution within lhree percent(3°/J of op6mum moisture content ■ Geotexfile fabric,ii applicable,shall be TenCrale Mirifi Type N-Series,nonwoven polypropylene material,mica,laam,day,and other substances not suitable for por�and cement concrele.Sand shall ihree(3)hours fallowing placement of concrete. geotextile fabric or equal. be thoroughly and un'rformly washed. ■ Each lift and the u er six inches 6"of native soil shall be cam acted ro at least ei h five ercent ELECTRICAL PP (� P 9 ty P TEMPORARY ASPHALTIC CONCRETE PAVING ■Coarse aggregate shall he composed of gravel or a blended mixture oi crushed rock and gravel _ (B5%J o(maximum density obtainahle in areas designated far planting and at least ninety percenl(90%) containing no more lhan frfty(50)percenl of crushed rock particles having all faces fractured and not less A. ELECTRICAL maximum density oblainable in areas designated to receive pavement,slructures and sile ameni6es in A, GENERAL than hventy-five percent(25%)o(gravel.Aggregates shall not exceed a diameter of one and one-half ■ Coniractor shall pmvide all labor,materials,and equipment to fumish and insta�all electrical hoakups accordance with ASTM D-1557. ■ ConUacfor shall provide all labor,materials and equipmenl for fumishing,spreading,compacfing and inches(1 ll2").Blending shall produce a uniform,wnsistent percenlage of each.Rock products shall and fi#ures far an operable electrical system as indicated on fhe drawings and specif ed herein. finishing asphaltic concrele paving as indirated on lhe drawings and specified herein. be clean,hard,sound,durable,uniform in quality and free of any deUimental quantity of sofl,friable,lhin, ' F. BACKFILL elongaled or laminated pieces,disintegrated material,organic matter,oil,alkali,or other deleterious ■ Prior to placement of asphaltic concrele,ConVactor shall be responsible for esta6lishing subgrade and substances. ■ CoNractor shall apply and pay for all permits,inspections and examinations,and shall include same in ■ Exqvated material,approved(or 6ackfi0ing,shall be free from large dods,stones and other providing drainage in accordance with the Earthwork Secfion,and per(orming weed abatement bid. objectionable materials,exceeding Ihree inches(3")in diameter,and deposited in accardance vnth the ■Water shall not contain deleterious substances or any amount of impurities ihat will cause a change in ■ E ui menl and materials shall be new,com I'n with the re uiremenls of lhe ovemin code,servin re uirements for wm aded f II as s ecified herein. opera�ions as specified herein. the time of set6n.The amount of water used in the mi�ure shall not exceed fhe amount necessa lo q P P n 9 q 9 9 9 DATE 5.?9.?015 9 P P 9 'Y utility,Insbtute of ElecViral and Electronics Engineer,Nalionai Elec�ical ManufacWrers Association,and ■ Trenches that se�le below grade shall be reopened to a depih required for proper compadion,refilled ■ Surface of finished asphaltic concrete at any paint shall not vary more ihan iwo one-hundredths foot permit material placement and consolida6on. be approved and idenlified 6y Ihe Undenvriters Laboratory,Inc.(U.L.�. SCALE rrorroscuF and compacted to indirated surface eleva6on. (.02')from grade specified on drawings. C. FORMS � ■ Malerials and workmanshi shall con(orm lo the re uiremenls of the latest edition of lhe National PROJECT ID �6,,� B. WEEOABATEMENTANDSOILTREATMENT P Q� s Com actlon o(bacldll b ondin and'ellin will not he ermitted. ■ Forms sha9 be free o(vrarp,sel plumb and Uue to Gne and grade with upper edges flush wifh spedfied P Y P 9 1 9 P Electrical Code,Nalional Life Safety Code,California Administrative Code,Title 8,Subchapter 5, pRpyyN gy WA ■ Contractor shall apply an approved seleclive pre-emergent,surface-applied herbicide.Rates and grade or finished surface of ihe conshucted improvement,and not more than one-half inch(1!2")less in ElecUical Safety Orders,Rules for Overhead ElecUical Line Cons[ruc6on,General Order No.95 of ihe G. UNSUITABLE MATERIALS application method shall be as recommended by the manufadurer, deplh Ihan�he spec�ed thickness o(ihe edge o(the concrete to be placed. Public Utili�ies Commission,Standards of the American Society for TesGng and Materials,American - ■ Vsihle weeds shall be sprayed with an approved non-selective,post�mergenl herbicide.Rates and National Standards Insfitule,and appiicable local ordinances. ■ Unsuita6le materials as determined hy Ihe Owner shall he remo�ed from the projed site.Arrangements ■ Wooden(orms shall have a net Ihickness oi at least one and one-half inches(1 1i2')and shall be free o( appfica6on method shall be as recommended by the manufacWrer. C�N ST R U CT��N for disposal o(Ihe material at ofl-site loca6ons shall he made wilh�he Cil�slOwners written consenl of imperfec6ons which wauld impair the shength for�he use intended.Fortns shall he secured by nailing to g, INTENT OF DRAWINGS AND SPECIFICATIONS the properry upon which such malerial will be disposed. ■ ConVaclor shall apply spray chemicals when air curtents are sLll,prevenfing drifting onto adjoining side stakes of suffcient lengih and cross-sectional area to adequately resisl lateral displacement during properiy and preventing any toxic exposure to persons whether or not they are in,or near,the project. placement of concrele.Fortns shall be dean and shall receive a coat of light ail immediately prior to ■The drawings and spedfica6ons are diagrammatic only and are intended to cover a complele installation, S P EC I FI CATI O NS placing concrete.Benders or thin plank forms may he used on curves. The omission of expressed reference ta any ilem of labor or material for ihe proper execu6on of Ihe work . DRAINAGE in acwrdance with presenl prectice of the Irade sha9 nol relieve the ConVactor irom providing such labor A. GENERAL C. MATERIALS andmaterials. SHEETTITLE ■ Contractor shall rovide all lahor,materials,and e ui ment lo fumish and install draina e s stems as ■ Asphallic concrete shall be lhe producl of mixing coarse and fne aggregale wi�h paving asphalt al a ■ Metal forms shall have suflicient rigidity lo resist springing during placement oi concrete.Forms shall be p q p 9 Y secured by means of inetal stakes designed so as lo he driven 6elow Ihe top of Ihe fortns through ■if there are omissions or conflicts beMieen Ihe drawin s and s ecifications or a bcable codes, indicated on Ihe drawings and as specified herein. cenUal m�cing plant until all aggregate partides are un'rformty toated, openings,locking Ihem inlo pasi6an. 9 P PP ConUactor shall noGfy lhe Owner in wri6ng prior to submilting bid. ■ Asphaltic concrele shall by Type 1,Class B,viswsity grade AR�000. ��■o� SHEET N0. �o ■ Brick shall be whole,sound,hard bumed,give a clear nnging sound when struck together,and he unifortn in quality.Brick shall be ■ Where racGcal,treated wood shall be cul ro final size and trimmed rior lo Ueatment.If site sawin or drillin is necessa at �.d°'1 C. SHOP DRAWINGS AND MATERIAL LIST P P 9 9 ry� ■ Anchor bolts,where applicable,shall be carefully installed to permit We positioning of the bearing assemblies. �LL clean and free of dust or other(oreign materials.Net s¢e,calor and texture of units sha0 be as shown on the drawings. surfa.ces shall be thoroughly brushed with hvo(2)coats of lhe same kind of preservative in conformance with AWPA Specifcation �� '� ■ Contractor shall submit,within fifteen(15)calendar days after award of contract and prior�o installation,lhe shop drawings Md, g� � . and material lisl to the City.Catalag cuts and full descriptive literature must be submilted whenever lhe use of items diHer ■ Stone shall he uniform in quality,ciean and free of dust or other foreign materials. ■ Framing anchors,where applicable,shall be sixteen(16)gauge,zinc-caated,corrosion resislant sheet steel. �m � fram those specified. ■ Portions of posts which are lo be embedded in eaAh or concrete shall be brushed before inslallation wilh lwo(2)coats of coal tar Y F ■ Mortar used in masonry consiruction shall be one(1)part portland cement to hvo and one-half(21/2)parts of sand,to which bitumen,or app�oved equal.Applicafions shall extend a minimum o(one inch(1")above finish grade or surface.Spraying will not be . � py D. RIGID CONDUIT pertnitted � Lnd one�uarter(114)to one-half(112)parl hydrated lime or lime putty has been added.Color shall be as indicated on the drawings or F. GALVANIZING ■Conduit and conduit fittings shall be galvanized,conforming to standards of rigid steel wnduit as specified by Underwriters as selected by Landscape ArchitecL ■ Galvanizing shall be performed after fabricafion and prior to assembling component paris. � Laboratory Inc.,and shall bear the U.L.label on each length.Interior of conduit shall be zinc or enamel.Rigid conduit shall p, WORKMANSHIP ' �' "'"'' '" be o(the size as indicated on the drawings and used when installed in or under concrete or roadways,in masonry walls,or ■ Groul for use in spaces less lhan two inches(2°)clear in dimension shall be one(1)parl poNand cement and two and e Zinc used(or galvaniang shall be grade Prime Westem conforming lo ASTM B�.Materials shall be galvanized by lhe exposed on buildings,No reducing ftlings will be permitted. one-quarter(21/4)ro three(3)paAs sand.For spaces(our inches(4")or larger add one and one-quarter(1 1/4)to lwo(2)paris ■ Framing shall be true and exacL M lumber shall be cul and framed to a close fit and shall have even bearing over the entire hot-dip method or elecVodeposifing process. bf aggregate. contac�surface.Shimming will not be permitted: ■The ends of lhe conduits shall be free of burrs and rough edges. - ■ Galvanized surfaces lhat are abraded or damaged after zinc coating applicalion shall be tharoughly stripped and cleaned. _ ■ Wafer shall be free of any amount of impurities that will cause change in fhe time of setting of po�land cement.Quantity of water ■ Lum6er shall he weN nailed ar 6olted together as indicated on fhe drawings.Nails shall not be driven closer together Ihan one-half and repaired by a coating of"galvalloy",or approved equal.Finish coat to match exisGng fnish. ■Maximum bend of any cronduit shall be 90o and lhe minimum radius of a factory bend shall be lwelve inches(12"). shall be the minimum required to produce a mixture su�ciently workable for the purpose intended. (1/2)Iheir leng�h.Care shall he taken ro avoid hammer marks,moons,or saw cuts. " PROJECTADDRESS ■ Cement shall be T e II low alkali orUand cement conformin to ASTM G150.Cemenl shall be of the same brand and e used G. WROUGHT IRON OR TUBULAR STEEL FENCING ■All threads shall be Uea�ed wi�h approved joint compound before fittings are placed thereon, Yp p 9 � ■ Lum6er shall be stored neatly in piles on skids in such manner that they may be readily inspected,and shall be p throughout ihe projecl ■ Material shall he manufactured from coil steel having a minimum yield sVength of 50,000 psi.Steel sha�be galvanized to �0050 Of�OO�O N.WO LFE ROA D handled in a manner lhat will avoid injury or breakage. ■Ends of rigid steel conduit shall be properly coupled.Running threads,threadless connectors or�hreadless wuplings will not ■ Sand sha0 consist of naWral or manufactured granular material,free of deleterious amounts of organic material,mica,loam or clay, meet the requirements of ASTM A-526 with a minimum zinc watlng weight of nine-tenths(.90)ounces per square foot C U P E RTI N 0 CA ' be permitted. conforming to ASTM G�04 for grout and ASTM C-144 for morlar.Sand shall be thoroughly and unifartnly washed. hotdip pracess. ■Rigid conduit in contact with earth shall be wrapped with Hunls Wrap Process#3,or approved equal. . E. ABOVE GRADE WATERPROOFI NG FOR PLYWOOD DECKS ■ Conlraclor shall submit detail shop drawings indicaling material thickness,type grade,and class,dimensian,cronstruction � ■ Plywood deck surfaces shall be protected wilh a cementitious coating,MulGcoat KRETE KOTE,as manufactured by Multicoat details,and other pertinent data for review and approval by engineer prior to fabrication.drawings shall include catalog cuts, � Coarse aggregate shall be composed of grevel or a blended mixture of crushed rock and grayel.Rock products shall be clean,hard, Corporation or an approved equal. eredion details,manufacturers descriptive dala and installation instrudions and templates. E. FLEXIBLE METAL CONDUIT sound,durable,uniform in quality and free of any detrimental quantity of soh,friahle,thin,elongated or laminated.pieces, ■ Deliver materials in manufacturer's original unopened containers. "" :'- ■Flexible metal conduil,where indicated on Ihe drawin s,shall be li uid•ti h[with U.L.lahel and ma be used where ermitted disintegrated maferial,organic matter,oil,alkali or other deleterious substance. ;� \ 9 q 9 Y P ■ Rales and application melhod shall be as recommended by lhe manufaclurer. ■ Contractor shall verify al measurements and shall take all field measurements necessary before fabrication.Exposed 1 by code.Fittings shall be"jake'and,'squeeze"type.Seal-tighl flexible conduit shall be used for all final connections. fastenings shall be compafible materials,shall generally batch in color and finish,and shall harmon¢e with the malerial to Land'use Entinements ■ Reinforcin steel shall be Grade 40 or Grade 60 billet steel conformin to ASTM A-615.Va in rades shall not be used which fastenings are applied.Materials and parts necessary to complete each item,even lhough such work is not definitely �and Piannin9 9 9 ry 9 9 Landsppe ArchRecture interchangeably in any one wall. shown or specified,shall be included.Poor matching of holes For fasteners shall be cause for rejection.Faslenings shall be civii Engineerina F. PVC CONDUIT PAINTING and STAINING wncealed where practical.Thickness of inetal and details of assembley and supports shall provide sUength and stiffness. utiiiry oesi9n C.. INSTALLATI ON A. GENERAL Joinls exposed lo weather shall be formed to exclude water. �and survayi�g ■ PVC Schedule 40 conduit,where indicated on lhe drawings or peRnitled by code,may be used in lieu of rigid steel conduit stormvrater compiiance For conduits helow grade.Install a code sized insulated(green)copper conductor ground wire in conduit for continuity of' o Contractor shall provide all la6or,malerial,tools,equipment and incidentals for sanding,priming,painling and siaining of �570 Oakland Road (408)487-2200 . e ui ment round.'Conduits shall be se arated 6 a minimum of three inches 3"between identical s stems and hvelve ■ �I work shall be performed in compliance with applicable local building ordinances and Uniform Building Code and Masonry Design san�osa,cA esi3t HMHce.com Q P 9 P Y l) Y improvements as indicated on lhe drawings and specifed herein. inches(12")belween power or telephone syslems.All elbows and risers shall be rigid galvanized steel,wrapped with Hunls Manual. ■ Anchorage shall ba provided where necessary for faslening miscellaneous me�al items securely in place.Anchorage not Wrap Process#3,or approved equal. e ConVactor shall be responsi6le for the loca6on,alignmenF,layout,dimensions and application of painl and stains. othenvise specified or indicated shall include slotted inserts made to engage with fhe anchor,expansian shields,and s All walls shall he laid true,level,and plum6,and unless otherwise indicsled on the drawings.Brick and concrete block shall he laid � power�riven fasteners when approved for concrete,toggle bolts and lhrough bolts for masonry,machine and carriage bolts in a running bond pattem: ■ Costs inarted for repair or replacement of defective or damaged work,rejected materials or workmanship shall be the responsibility for steel,and lag hofls and screws for wood. MARKET READY for � Brick and stone shall be clean,wetted immediately before laying and shall be laid on a tull mortar bed with"push joints". of�he Contractor. CUPERTINO FINANCIAL CENTER G. CONDUCTORS o Copper wire shall conform to ihe applica6le por(ions of ASTM B-3 and B-8,Wire sizes shall be based on Ameriran B. MATERIALS � Wire Gauge(AWG). ■ Concrete black which becomes wet shall tie permitted to dry before commencing work. ■Paints and stains shall be of colors and linls as indicated on the drawings,and shall be applied in accordance with lhe ■ MoRar joinls(or brick and concrete block shall be straight,clean,uniform in Ihickness of nol less lhan three�eighlhs of an inch(3/8"), manufacturers recommendations and these specifications.Conlractor shall submit color samples to the City for approval before � Conductor shall be solid copper,minimum#12 AWG,unless specificalty noted otherwise on drawings.Conductars toofed to produce a slighdy cancave surface,and well bonded at edges. a I in an aint ma�erials. ' #8 AWG and larger shall be sVanded copper wire.Type o(wire shall he as tollows: PP Y 9 Y P °�-��/'�� Y �� j�� Painl shall be homogeneous,Gee of contaminants and of a consistency suitable for use in the capacity for which it is specfied. u r�J ■ Morlarjoints for slone shall he looled to produce a slightly concave surface,and well-6anded to stone a�edges. Finished paint shall be well ground and the pigment shall he properly dispersed in the vehicle according to the requirements of the '� "`' 3 Type THWN,600 volt insulation shall be used for wet or damp locations. � paint.The dispersion shall be of such nature Ihal lhe pigment does no�settle appreciatily,does not cake or thicken in Ihe container ��P'4.�6�� P��`�'�' or hecome granular br curdled.Paints shall possess prapeRies which in all reSpects effect safisfaclory application,adhesfon and' Type THHN,600 volt insulation shall be used for dry locations: ■ Contractor shall provide expansion joints at comers and at thirty feet(30')on center or as required by local code. curing.Thinning will not be permitted. �"'�'„/� ��. `� /��, � �,`d� 1�� ■ All balts and anchars to be inserted in the wall shall be solidl routed in lace. + �T�V"" �'�""`--"'=='"=�==--'' o Low voltage wntroller conductors for the irrigafion system shall be Type UF,sized in accordance with lhe controller Y 9 P ■ Paint shall be delivered to the project site in new,unopened,round,airtight containers,appropriately iden6fed with the --e�•,'� -_ equlpment manufadurers recommendation and shall be U.L.approved for direct burial installation as specifed in the manufacturer s name,date of manufaciure,rype of material and lot or batch number. r_.+...Z>. Irrigalian System Sec�ion herein. ■ Contractor shall provide weep holes in firsl or second layer of brick as indicated in details on drawings or as required. C. WORKMANSHIPANDPROTECTION ��j 9� � � �1!�� ■ Con ectoraid Bumd e a 0-0-ID Grade""o a o e e a s a -- ---- - n y P ntr x A.,N X , A,r ppr v d qu I,h II be used for all terminalians and �_,.,Y-�,_..�.-_ -_ _;�� connections. • D. REINFORCEMENT ■ Painf shall he applied on thoroughly dry surfaces and during periods of favorahle weather. � �_ ,` ■ Reinforcement shall be laced as indicated on the drawin s and as re uired b buildin codes. �C''�'" 6�r��'�'d'��''€3F��' P . 9 , q Y 9 ■.Surfaces being covered shall be free from moisture,dust,grease or olher deleterious su6s�ance which would prevent bonding. H. PULL BOXES i Horizontal steel for concrele 61ock walls shall he laid in a course of band beam 61ock filled with grout. ■ Pull boxes,covers and eztensians shall be precast rein(orced concrete or of a fire-resistant plastic material.Materials shall a Painting shall be done in a neat and workmanlike manner,applied by brush,roller or spray methods.Finished surfaces shall be he dense and free of voids or orosi Exfensions shall he of the same material as the ull box.Covers shall be bolt-on, uniform,free of brush marks,roller stipple texiure,runs or skips.Each application of paint shall be ihoroughly cured and any skips, P Ty• P ■ For concrete blocli walls,a vertical dowel shall be provided in the foundation for each vertical bar.Vertical cores containing steel holida s g pp tamper-proof type. y,thin areas or other deficiencies conected be(ore the succeedin a Iication. CONTRACTOR SHALL WALK BUILDINGS shall be flled solid with grout. TO VERIFY EXISTING CONDITIONS I. JUNCTION BOXES AND OUTLETS ■ Junction boxes and outlets shall be cast aluminum as manufactured b Course-Hinds,T e"FS",or a roved e ual,with E. LAYING PAVERS ■ Conhactor shall rotect all ad'acent im rovements a ainst disfi urement as a result of aintin o erations. Y YP PP Q P 1 P 9 9 P 9 P conduit hubs as requiied. ■ Spread and screed setling bed to a uniform thickness,except for minor variations required to pioduce a true surface,level in plane OSCqp - ar uni orm y sprea or rainage as s own on rawings. o�w+ e,� J. PANEL/METER D. PAINTING GALVANIZED SURFACES ?y-d,u++ o cy ■ Panellmeter shall be provided by others,unless otherwise noted on the drawings, ■ Setting bed shall be ihree-quarter inch(314")minimum and one and one-quarter inch(1 114")maximum. � �,„y�""� ■.Galvanized suriaces which are to be painted shall be prepared by hand•scraping,brushing wilh stiff fiber or wire brushes or cleaning ■ Apply a thin layer of cemenl pasie(1132"to 1116°)by brushing or troweling over selling bed or lo bottom of brick.Set and level each with alkaline solution followed by a fresh water rinse.Afterwashing,surfaces shall he roughened 6y abrasive blas6ng.Galvanizing K. FIXTURES AND LAMPS brick, shall nol be removed during preparation opera6ons. �r ,,,,� . . . . . 9Jt,�F CAl\GO��P . ■ Lighting fxtures and lamps shall be as indicated on the drawings,or approved equal. ■ After preparation,apply one(1)coat of zinc dust-zinc oxide primer fallowed by a vinyl wash pre-treatment F. BELOW GRADE WATERPROOFING and lwo(2)finish enamel paintcoats. . L. INSTALLATION ■ Elastomeric waterproofing membrane shall be Mulficoat MULASTICOAT as manufactured by Multicoal Corporation or an approved STAMP ■ Provide junction or pull boxes for pulling wnducrors,where required due lo excessive number of 6ends or on long Nns,al equal. - intervals not lo exceed one-hundred feet(100'). E. PAINTING CONCRETE ALL DESIGNS,DRAWINGS AND WRITfEN MATERIALS ■ Deliver materials in manufaclurets original unopened containers. ■Prior to amtin cancrete sur(aces,a brush coat or surface flm of thin cement moRar shall be a I INDICATED HEREIN ARE THE WORK AND PROPERN OF ■ Bury underground conduit to a deplh of not less fhan hventy-four inches(24")below finish grade.Irrigation control wiring ■ Rates and a lication method shall be as recommended b�te manufacturer. suffcientl the sur(ace shall be rubbed b hand or mechanical means necesss to remove excess morte�andhroduce a smooth STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE shall be inslalled as specified in the Irrigation System Section. ' PP Y y Y ry a P o DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD surface of even texture.Finished surfaces shall he washed with water and lhen with a ten percent(10/)to fifleen percent(15/) ■ Provide expansion couplings where conduits cross expansion joints or for con6nuous runs in excess of one-hundred fee� muriatic acid wash.Concrete surfaces shall be lhoroughly dry and free of dust at time of painting. WITHOUT THE WRITTEN CONSENT OF STUDIO:G (100')exceplwhen embedded in concrete. G. GRAFFITI CONTROL ARCHITECTS.ALL RIGHTS RESERVED. ■ Product shall be Graffiti Control as manufactured by Sure Klean or an approved equal. ■Paint for concrete surfaces shall be of either e o enamel t e ot ac ■ For runs in excess on one-hundred feet(100')in underground service conduits,install long radius bends(nine(9)times�he p xy yp rylic emulsion type applied in nol less lhan hvo(2)applications diameter of conduit). ■ Deliver materials in manufacturers original unopened containers. producing a uniform appearance. REVISIONS ■ Rates and appliration method shall be as recommended 6y the manufaclurer. F. PAINTING WOOD SURFACES DATE DESCRIPTION ■ Cul and pa�ch concrete as required for proper installation of electrical work.All patching shall match lhe surrounding work. ROUGH CARPENTRY ■ Wood surfaces shall he prepared for painting by removing any foreign matter by wire brushing,scraping or sanding.AII surfaces, i.os.is PRICING SET�NOT FOR CONSTRl1CTI0N) ■ Ground all equipment and services in accordance with applicable codes and as indicated on the drawings. A. GENER4L shall be wiped or dry brushed to remove any dust or chalky residue resulting from preparalion operations. � � � 5.29.15 PLANNINGSETFORCUENTREVIEW ■ Conductors shall be con6nuous between outlets or'unction boxes and no s lices shall be made exce t in outlet boxes,ull ■ ConUactor shall provide a0labor,materials and equipment to consWd wooden structures wnforming to the dimensions and details ■paints,stains,or sealers shall be applied prior to assembling. boxes or handholes. � p P P Indicated on[he drawings and as specified herein. v.oa.ts Q CITY COMMEM RESPONSE MISCELLANEOUSMETAL to.o�.ts Q CITYCOMMEMRESPONSE ■ All joints,splices and taps#10 and smaller(including fxture pigtails)shall be cannected with"Ideal"wing nuls or B. MATERIALS Scotch-Lok Connector Sealing Packs#8,or approved equal.No.8 and larger shall be cannected wiih soldedess connec�or ■ Lumher sha0 he straight,free from large,loose or unsound knols ar knot clusters,scars,decay,holes,insect damage,and other A' GENERAL or 100%eleclrolytic cropper. defects or imperfections that would malerially impair the sVength or durability.Splits shall be no longer than the 6utt dimension.No ■ ConVaclor shall provide all labor,materials,and equipment ro fumish and install miscellaneous melal items as indicated on the . ■ Use only approved ca61e lubricants when pulling conductors. cracks will be permiried.No nails,spike's,or other metal shall be present. drawings and as specifed herein. - ■ Install a polyvinyl rope pull wire in all empty conduits. ■ This section does not include reinforcing steel for concrete and masonry or items required in conneclion wiUi irrigation ar electrical ■ Douglas fir,where indicated on the drawings,shall confomt in all parficulars lo the Standard Grading Rules far Westem Lumber W0�• M. GUARANTEE published by the Westem Waod Products Associalion. _ � B. WORKMANSHIP ■ ConVactor shall guaranlee all materials and equipment for one(1)year from the dale of acceptance of the work.Should ■ Cedar,where indicaled on lhe drawings,shall conform in all paAiculars lo lhe Standard Grading Rules for West Coast Lumber. any trouble develop within the fime specified due to inferior or faulty malerials or workmanship,Ihe Contrador shall be ■ Workmanship and finish shall be equal ro the best general prac6ce in steel fabricaling shops. responsible for costs incurred due to repair and replacement. ■ Portions of work ex osed to view shall be finished neally.All sharp comers and edges thal are marred,cut or roughened during � ■ Redwood,where indicated on Ihe drawings,shall conform in all particulars to Ihe Slandard Specifications for Grades of California P Redwood of lhe Redwaod Inspection Service. ' erection shall be slightly rounded. . N. INSPECTION AND TESTS DATE 5.29.2015 ■ Plywood,where indicated on the drawings,shall be manulactured and graded in accordance wilh lhe rules ot lhe American Plywood C. WELDING SCALE �+oTroswe ■ Perfortn all tests as requesled by fhe Owner. Associatian and the latest Product Standard for Softwood Plywoad,Conshuction and Industrial,of the National Bureau of Standards. ■ Welding,welder qualifica6ons and InspecBan of welding operalions shall con(orm to Ihe requirements of the American O. BACKFILLING Each sheet of plywood shall 6ear Ihe off dal slamp of a quality wnlrol agency stating lhe grade of lhe sheet. Welding Society and Ihese specifcations. PROJECT ID �6,.� ■ Backfill material shall be deposfted in accordance wiih lhe requirements as specified In fhe Earthwark Section. ■ Field welds shall he cleaned and lreated wilh wld�alvanized wmpound. �RAWN BY �,,�A ■ Poles,where indicated on the drawings,shall be at 6om sound,live,close-grained trees,machine peeled with all branch stubs and overgrown knots lrimmed Flush wifh ihe sur(ace. .. MASONRY D. MATERIALS ■.Hardware shall conform to Miscellaneous Metais Sec6on, ■ All materials,prior to(abripfions,shall be thoroughly wire hrushed and cleaned of all scale and rusL Foished members C O NSTRU CTI O N A. GENERAL shall be free from hvisls,hends or open joints. ■ Contrador shall provide all labor,materials and equipment to canslruct masonry sWctures conforming io the dimensions and C. TREATM ENTS AND PRESERVATIV ES ■ Miscellaneous metal items shall confortn to the dimensions and details as indicaled on the drawings.Steel bars,plates and S P EC I F I CATIO NS delails indicated on the drawings and specified herein. ■ Type of pressure Ireatment or preservalive shall be as indicaled on lhe drawings and sha0 conform wiih the appfcable standards shapes shall conform to ASTM A-36. - B. MATERIALS contained in fhe Manual of Recommended PracGce of iha American Wood Praservers AssociaGon.Contractor shall fumish a E BOLTS,NUTS AND FASTENERS Certifirate of Compliance for each load of pressure treated lumber lo Owner. SHEET TIiLE ■ Hollow load bearing(CMU)masonry units shall be made with sand�ravel aggregate and shall conform lo ASTM G90(or � ■ Unless specified otherwise in Ihe details on the drawings,nails and spikes shall he galvan¢ed(lat common. G2de N-1 unils,(ree oi cracks or defects,Nel size of units shall 6e shown on the drewings. ■Where a par6cular method of pressure Veatment is not indipted on the drawings,the lumber shall be conditioned,seasoned, prepared and treated by the empty cell pressure process with pentachlorophenol wifh six-tenths(O.fiO)pounds per cubic foot ■ Bolts shall he long enough lo extend enUrely through lhe nut but not more than ane-quarter inch(114')beyond.Unless - reten6on.PeneUa6on shall be determined hy Ihe pentor check melhod. olhenvise specified on lhe drawings,bolls,nuts and lag screws shall he galvanized square head.Carriage bolts shall have ��■0� Wss heads with square shoulder.Washers shall be over-sized of'cut'lype.Holes shall he either punched full size,drilled (ull size,ar sub-punched and reamed. . SHEET N0. IRRIGATION SYSTEM �m A. GENERAL �" � U. AS-BUILTAND RECORD DRAWINGS � as ■ ConUactor shall provide all labor,materials,and equipment necessary to fumish and install fhe irrigaGon ■ As practica�,pilot wires shall be a different color for each valve.Common wires shall be white wi�h a diHerent ■ ConVactor shall maintain and keep up to date one(1)set of hluelines showing ihe"as-builY localion of major �� syslem as indicated on the drawings and as specified herein.' color stripe(or each automaGc conUo�er." '. features of Ihe project and indica[ing changes Iha�may ocar during installation. Q e � ■ Coordinate the installafion of all irtigation materials with ihe construclion of site amenities and planSng. ■ Wre shall be buried a minimum of eighteen inches(18')in deplh and whenever possible shall occupy the same � �� p�y trench as Ihe mainline,bundled and secured to irrigation pipelines al ten foot(10')inlervals with plastic electriral Prior to acceptance of the work,Conlractor shall fumish the Owner with one(1j set of reproducible � �� ■ AII work on Ihe irtigation system,including hydrostatic,coverage,and opera6onal tesls and the backfilling tape,providing sufficient slack for expansion and contraction, transparencies as the Record Set showing the as-built data,of a quality satisfactory to ihe Owner.Transfer � and compaction of Uenches shall be performed before planting operafions. as-built data in ink(no 6all point pen),and eradicate outdated items. m ■ Wire for slope systems shall be installed in a WR PVC sleeve laid adjacent to the on-grade pipes. �'H ■ Drawings are diagrammatic and shall be adjusted as necessary to conform to actual field conditians.Costs ■ Oimension from lwo(2)permanent polnts of reference(buildings,monuments,sidewalks,curbs,pavement) = Y ��° •• incurred due to any adjushnent tor coverage,including those requested by the Owner relalive!o lhe location ■ Provide a separate ground wire for each conUoller. Ihe loration of the following ilems: oi irrigation heads as shown on the drawings shall be the responsibility of lhe Contractor. ■ An expansion cud shall be provided within ihree(eel(3')o(each wire connection and change of direciion,and at Point of connection lo exisfing waler lines. least every 100 feet of wire length on longer runs. Poinl of connection lo existing electrical power. ■ Point of connecfion(P.O.C.)and operating pressure(P.S.I.)shall be as indicated on lhe drawings.Contractor - shall veri(y the loration and size of water source,PSI,and electriral supply prior to commencing installation. ■ All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rain Bird Pen-Tite,Sears DS-000 Irrigation valves. In case o(discrepancy,Contractor shall immediately nofify Ihe Owner. wire connectors,3M DBY wire sealing packs,or approved equal.Use one(1)splice per wnnedor sealing pack. Routing of irrigafion pressure lines W�e splices shall he located in pull hoxes set one inch(1')above finish grade. (dimensions,maximum 100'along route). pROJECT ADDRESS. ■ Field splices hetween ihe conUoDer and remole control valves will not be pertnilted. Remote control valves: B. °"A`�nASs"�,"�E R°°"°9°``°°n°�°a�°es. 10050&1Q080 N.WOLFE ROAD ■ All local and slate laws,rules and regulations goveming or relating lo any portion of the irrigalion syslem are ■ Install a spare control wire oi a differenl color along enlire mainline.Loop thirty-six inches(36")excess wire puick coupling valves, ' hereby incorporated inlo and made a part of these specifica6ons..However,if these specif cations rall for or into each single hox and into one valve box in each group of valves. Olfier related equipment as requested by lhe Owner.. C U P E RT I N O CA describe matenals,workmanship or consWction of a betler quality,higher standard or larger size Ihan is ■ AII controller wires installed within lhe garage shall he run in corrosion resistant thin metal wall electrical ■ Contractor shall submil As-buiWRecord Drawings fo Owner for review prior to completing Coniroller Charts. � ' required 6y the above rules,regulations or requiremenis,these specifira5ons and the drawings shall take conduit and labeled as"Irrigation ConUol Wires.' precedence. P. IRRIGqTION HEADS V. CONTROLLER CHARTS ■ In the event any equipment o�methods indicated on the drawings or specified herein conflict with applicable ,,:�,, ,p ■ Contractor shall provide hvo(2)conVoller charts for each controller supplied.The conVoller charts shall regulations,ConVactor sfiall imrtiedialely noti(y the Ownet or Landscape Architect in writing prior to ■ Irrigation heads sfiall be of the manufacturer,size,type,and rate of p�ecipitation with the diameter(or radius) show the area controlled and shall installation.In,case of discrepancy,Conlractor shall immediately notify the Owner. o(throw,pressure,and discharge as specified in the Irriga�ion Legend on the drawings,or approved equal, be the mattimum size which the conUoller door wiil allow.The conVoller charts shall be a photographic print Land Use Entitlements and installed as indicated in ihe delails on the drawings and in accordance with manufacturers with a diHerent color indicaling the area of coverage for each station.When completed and approved,fhe Land Planning ■ Due to the scale of the drawings,it is not possible ro indicate a�oHsels,fittings,sleeves,and related other recommendalions. �ands�pe archaec�ure controller charts shall be hertnetically sealed 6ehveen two(2)pieces of lransparenl piastic,each being a civii Engineeriny equipment,which may be required.Contractor shall carefully investigate the sWdural and finished conditions ■ Riser units shall be oriented er endicular to the finish rade with ni les of ihe same size as the riser minimum of hven 20 mils thick. aHecfing ihe work and install a complete irrigation system within the inlent of Ihe drawings snd specifca6ons. P P 9 PP ty( � uGlity oesign opening in the irrigalion head. Land surveying ■ Manufacturer's warranties shall not relieve the Contrector o(liability under the pravisions(or guarantees. ■ Spacing o(heads shall not ezceed the maximum shown on the drawings and in no case exceed lhe W. OPERATION AND MAINTENANCE MANUALS StormvraterCompliance maximum spacing recommended by the manufacturer.Conlractor responsible to insure complete coverage. ■ prepare and deliver four(4)individually bound copies of�he Operation and Maintenance Manual to the .. i s�o oakia�d aoad (aoe�ae�-zzoo . �- � � San Jose,CA 95137 HMHca.com C. MATERIALS LIST Owner at least len(10)calendar days prior to acceptance of Ihe wark.The Manual shall include descriptive Q. INSTALLATION material of equipment installed and shall he in sufficient detail for maintenance personnel lo understand, ■ Within ffteen(15)calendar days aRer award of Conlract and prior to installation,the Contractor shall submil lo ■ Pipe shall be cut square and the ends reamed out to the full inside diameler of the pipe and thoroughly operale and maintain all equipment.Each complete,bound manual shall include the following: the Owner a list of materials including the manufacturer,description,model number and installation data. cleaned of dirt,dust and moisture before installation. Index sheets stating Contractor's address and telephone number,list MARKET READY for ■ Equipment or malerials installed or tumished without prior written acceptance may be rejected and such ■ PVC pipe shall be protected from tool damage during assembly.Plastic pipe which has been nicked,scarred of equipment with names and addresses of local manufacturers represenlalives. matenals removed from the site ai Ihe Contractors expense. or damaged shall be removed and replaced at the Contractots expense. CU PERTINO FINANCIAL CENTER Catalog and parts sheets on all material and equipment installed. ■ PVC solven4weld joints shall be made in accordance with ASTM D-2855.Pipe shall not be exposed to Guarantee statemeN: . D. PRODUCTDELIVERY,STORAGEANDHANDLING waterforhventy-four(24)hoursaflersolven4weldjointsarecompleted. CompleteoperatingandmaintenanceinsWctions: ■ Contractor shall exercise care In handling,loading,unloading and storing of irrigation materials and ■ Trenches shall he of open ve�ical construc6on to appropriate depths as indicafed on the drawings and equiprtient. specified herein.PVC pipe shall be laid on native grade or certified compacted suhgrade,Gee of rocks or X: GUARANTEE sharµedged objects and snaked from side to side in�he trench to allow for expansion and contraction. ■ Cantractor shall guarantee all materials and equipment far ane(1)year from the date of acceptance of lhe ■ Tetlon lape shall be used on all threaded PVC lo PVC and on all lhreaded PVC to metal joints, work.Should any Uouhle develop within ihe time specified due to inferior or faulty materials or workmanship, E. PLASTIC PIPE the Contractor shall be responsibleforcosts incuned due to repair and replacement. ■ Brass pipe and fittings shall be assem6led using Teflon dope,applied to fhe male threads only. ' e Plastic pipe,where indirated on the drawings,shall be injection molded,rigid,unplas6cized polyvinyl chloride (PVC),NSF approved,of high tensile strength,chemiral resistant and impact strengih,arid dePending on class ■ Galvanized pipe Ihreads shall be cut with clean,sharp dies,conforming to American Standards Associa6on I RRIGATI ON SUPPLEMENT-RECLAI MED WATER SYSTEMS and grade;canform to ASTM 2241 or ASTM D-1785. Specification.Male pipe threads shall be coated with a non-toxic,non-hardening,non-corrosive joint A. GENERAC ■ Fittin s.and cou lin s shall be threaded PVC Schedule 80 conforinin to ASTM D-2464,or sli-fttin,ta ered compound. � This,section is su lemental to ihe irri a6on Sec�ion for use when installin reclaimed water s stems. 9 P 9 9 P 9 P PP 9 9 Y ■ Galvanized pipe or ultra-violet resistant(UVR)PVC installed on grade shall be anchored at intervals not to • sacket,.salvent-weld rype,PVC Schedule 40 conforming to ASTM D-2466 or PVC Schedule 80 con(orming to Where applicable,installation shall be in accardance wilh condilions therein. ASTM D-2467. exceed ten feet(10'),with#4 rebar,with a"J"hooked radius. ■ Rubber Ring Seal Joint ■ Curtent Water District,County andlor State Health DepaAmeni regulations for reclaimed water syslems shall ■ Solvent cement and primer for rigid PVC solvenl-weld pipe and fittings shall be of commercial quality,IAPMO ■Use fadory•made male end or prepare field-cut male end to exacl specifcations of(actory-made end. lake precedent over these specifications. approved,conforming lo ASTM D-2564. ■Carefully clean bell or coupling and insert r�bber ring without IubricanL Posifion ring carefully according to B. PLASTIC PIPE manufacturers recommendations. ■ Plastic pipe for reclaimed water systems shall be purpl�colored PVC conforming wilh ASTM 2241 or ASTM �Lubricate male end accordin to manufacturers recommendalions and insert male end lo s ecified D-1784. � F. BRASS PIPE 9 P . ■ Brass pipe,where Indicated on the drawings,shall be 86%red hrass,American NaGonal Standards Institute, depth.Use hands only when inserting PVC pipe. ■ Fittings and couplings for reclaimed water syslems shall be purple-colored PVC. ' - Schedule 40 screwed pipe,conforming to Federai Specifirations WW-P-351. �Thrust blocks shall be provided where necessary to resist system pressure on ring-tite pipe and fittings. C. CONSTANT PRESSURE RECLAIMED WATER PIPE Blocks shall be concrete and the size shall be based on an average soil safe bearing load of 1000 pounds CONTRACTOR SHALL WALK BUILDINGS o FitUngs shall be medium brass,screwed 125 pound class,conforming lo Federal Specifications WW-P-060. per square foot. ■ Pipe shall be purpl�colored PVC as manufactured by AleAline,or TO VERIFY EXISTING CONDITIONS � approved equal,marked continuously on lwo(2)sides of the pipe with ■Form thrust blocks in such a manner that concrete comes in contacl only with the fittings.Thrust blocks shall the following:"CAUTION RECLAIMED WATER". he between solid soil and the fitting. G. GALVANIZED PIPE ■ Where reclaimed and potahle water pressure main line piping cross,the reclaimed water piping shall be ■Irrigation lines and cantrol wiring shall he installed under paving in separate PVC Schedule 40 sleeves. installed below the potable water piping in a Class 200 purpletolored PVC sleeve which extends a minim�m P�l05CAp " ■ Galvanized steel pipe,where indicated on the drawings,shall be ASA Schedule 40 mild steel screwed pipe. Sleeves shall be installed wi�h the coverage depths as specified herein. a` e a� of five feet(5')on either side of ihe pota6le water piping.Contractor shall provide a minimum vertical ��.�+' ocR s Fittings shall be medium galvan¢ed screwed beaded malleable iron. r� ■ Piping under existing pavement may be installed by jacking,6oring or hydraulic driving,except thal no clearance ot siz inches(6"J.Conventional(white)PVC pipe may 6e used for sleeving material if it is taped �' �a��P�� ■ AII galvanized pipe and filtings installed helow grade shall be painted wilh hvo(2)coats of Kappers#50 hydraulic driving will he permitted under.asphaltic wncrete pavement Where cutting or brealdng of existing with a tFiree inch(3°)side red waming tape which reads:"CAUTION-RECLAIMED WATER". BiWmastic,or approved equal.Pipes may be wrapped with an approved asphaltic tape. pavement is necessary,ohtain permission from the Owner before cutling or 6reaking pavement and then ^� , 0 neall necessary repairs and replacements to lhe salisfaction of the Owner,and at no addiGonal cost to the D. VALVES I � '"' � • ■ Remote control valves for reclaimed water shall be marked wilh three inch(3")by four inch(4")Purple ��'f OF��\��P H. UVR-PVC PI PE ■ All lines shall have a minimum horizontal clearance of six inches(6")from each other and from lines of other ■ UVR-PVC pipe,where indirated on the drawings,shall be ultra-violel resistanl,Schedule 40 PVC pipe.Fittings trades.Parallel lines shall not ha installed directly over ane another. colored waterproof tags marked in black on one"side with the words:"WARNING-RECLAIMED WATER-DO shall be UVR•PVC fittin s. NOT DRINK"and on the reverse side with the words:"AVISA-AQUA IMPURA-TO TOMAR'.Tags shall he 9 ■ Provide the following minimum coverage(where lines occur under paved areas,these coverage depths shall as manufactured by T.Chrisry Enterprises or approved equal.Tags shall be atlached to the valve stem or STAMP be considered below su6grade): solenoid wire directly or with a plastic lie wrap or attached to the valve with exis6ng valve cover boll I. BACKFLOW PREVENTION UNIT Pressure mainline 18" ■ quick coupling valves for reclaimed water syslems shall be consWcted of bress with a purpfe rubber orvinyl ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS � Backflow p2vention unit shall be factory assembled and shall be as indicated ln the Imgation Legend on fhe Non-pressure lateral lines 12" IN�ICATED HEREIN ARE THE WORK AND PROPERTY OF drawings,or approved equal.,Contractor shall install backflow prevention unit as indicated in the details on the Control wiring �g^ cover wiU�a pertnanently sfamped or molded waming into the cover reading:"RECLAIMED WATER-DO STUDIO:G ARCHIiECTS.THIS DOCUMENT MAY NOT BE NOT DRINK"in English and Spanish and ihe intema6onal"do not drink"symbol.Tags shall be as, DUPLICATED,REUSED OR DISCLOSED BY ANY METHOD drawings and in accordance with manufacturers recommendation. manufactured by T.Christy Enterprises or approyed equal. WITHOUT THE WRITTEN CONSENT OF STUDIO:G � J. VALVE BOXES R.. ADJUSTING AND TESTING THE SYSTEM ARCHITECTS.ALL RIGHTS RESERVED. . ■ Contractor shall fumish all equipment,materials and labor to conduct pipeline pressure tests,coverage tests E. VALV E B OXES ■ Gate valves and remote wntrol valves,except far anti-siphon vaNes;shall be installed below grade as ■ Waming labels for lockable valve hoxes For reclaimed water systems shall be constructed of a purple and operalional tests.All tests shall be made in the presence of the Owner prior to planting operations. indicated in lhe details on the drawings,in lockable valve hoxes manufactured by Carson,Brooks,Fraser, waterproof material with lhe waming permanently stamped or molded in lhe cover reading:"RECLAIMED REVISIONS Trenches shall not be hackTlled until the pipeline pressure tests have been performed to ihe satisiaclion of Ametek,or approved equal. Ihe Owner. WATER-DO NOT DRINK'in English and Spanish with the international'do not drink"symbol. � Valve box lids shall be green in color.Gate valves shall be identified by stamping"CV"on the valve box cover. ■ Afler completion of pipeline assembly,prior to installation of tertninal filtings,induding but not limited to F. CONTROLLERS DATE DESCRIPTION Remote control valves sha0 be identified by stamping°RCV"and slation num6er on the valve box cover, remote control vaives and quick coupler valves,entire system shall be thoroughly flushed to remove dirt, ■ CoNractor shall post lhe use of redaimed water at each controller.At least one(1)purple sign shall be. i.os.ts aaiciNc sEr�NOT FOR corurRucTioN) ■ Valve boxes shall be set one inch(1")above finish grade,with valves set at su�cient deplh to provide scale or olher deleterious material. posled on the inside o(ihe door,bearing lhe words"ATTENTION-CONTROLLER UNIT FOR RECW MED WATER"in En lish and S anish,as manufactured b T.Chris Ente nses or a roved e ual. s.z9.i s PLANNING SET FORCLIENT REVIEW appropriate dearance behveen the cover and valve. ■ With open ends capped,prior to i�stalling valves,test pressure supply lines far six(6)hours at 125 PSL 9 P Y ry � PP q Center load PVC pipe wilh a small amount of 6ackfll to prevent arching and whipping under pressure: 9.oa.is Q CITY CAMMEM RESPONSE K. ISOLATION VALVES ■ Contrac[or shall be responsible for cortecting any portons of lhe work twenty(24)hours in advance for the ■ Isolation valves(bal1J shall be as indicated in the Irtigation Legend on the drawings,or approved equal. following inspections, io.o�.i s Q CITY CAMMEM RESPONSE Contractor shall install isolation vaNes as indicated in the detaiis on the drawings and in accordance wilh -system layout manufaclurers recommendation. -pressure pipeline tests ■ The operaling unit shall be line-sized and have any artow cast in lhe metal indicafing Ihe direc6on of apening. -coverage tests Valve shall conform to American Water Works Standards. -opera6onal tests(prior to commencing planting operations) ■ Isola6on valves shall be designed to permit dismantling to replace sealing components withoul removal o(Ihe ■ Coverage lest shall demonstrate fhat each station area is balanced lo provide uniform and adequale yalve body from the pipeline, coverage. a IsolaGon valves shall be installed with operaGng nuts. ■ Operational test shall demonsUate the peAormance and operation ol all componenis of the wNroller system. Remote conlrol valves shall be properly balanced,heads adjusled for coverage and system shall be L. QUICK COUPLING VALVES workable,clean and efficienL - ��,� r � P pp�� 9� ■ ConUactor shall be responsihle(or correcting any portions of Ihe work ihat are not properly installed and l,v�1�— �;�_j`,�l�fl�� ° f � � ■ puick coupling valves shall he as indiraled in the Irtiga6on Legend on lhe drawings,or approved equal. �-----___ e_ �!'� Contractor shall inslall quick coupler valves as indicated in the details on the drawings and in accordance wilh retesting un61 installation has been accepled by Ihe Owner. DATE 5.29.2015 S-y�3�iYat'��l0�6"� E'J�.98`�'�� manufacWrersrecommendafions,withamoldedvinylorthermoplasGcrubberlockingyellowcover.Coupler 5. BACKFILLING SCALE xorrosrue keys and hose e9s shall be of Ihe same manufacturer as Ihe valve. ■ Trenches localed under areas where paving or concrete will be installed shall be backfi�ed wilh a six inch(6') r--�+r-,' � J layer of sand below the pipe and Ihree inches(3')above the pipe,and compacted in accordance with Ihe PROJECT ID �6,� / M. ANTI=DRAIN VALVES L,�'r��"�?�� .—____--_--/—__ -��--- ■ Where indicated on lhe drawings,and as needed for field condifions,antl-drain valves shall be as indicated in requiremenls of the Ear�hwork Seclion. DRAYJN BY WA ��,•� the Irrigation Legend on lhe drawings,or approved equaL Mtidrain valves sha9 be line-sized and installed on �"'4`` the riserdirecqy under�he irrigation heads in accordance wiih manufacWrers recommendaGons, T� MATERIALS TO BE FURNISHED ' ■ ConUactor stiall fumish lhe Owner the fallowing materials at the end of construction,prior lo the C"^;:',�`".•;�'7f;(�� N. REMOTECONTROLVALVES PosNnstalla6onMaintenancePeriod: IRRIGATION °--'";�'i� �`-'��=��'� _ _ _ ______ _.,,_,__ ------- -- , Two(2)sets of spedal tools required for remoang,disassemhling and adjusling each type of sprinkler and -" `�--_' --- ----'"'-"-- -- --'`- -"-`-'-"- ■ Remote control valves shall be solenoid aclivated,of the type,manufacturer and s¢e as indicated in Ihe valve su lied on the ro ecL �^�_:�C: i'J i:_:'i�:.L;t;i} Irrigation Legend on the drawings,or approved equal.ConUactor shall install remote control valves as indicated PP. P� S P EC I F I CATI O NS �" in the details on the drawings and in accordance with manutacturers recrommendations, Two(2)frve foot(5)valve keys tor operating isolation valves. � O. CONTROLLERS AND WIRING Two(2)keys for each controller. SHEETTITLE � ■ ConUoller sha�be of fhe type and manufacturer as indicated in Ihe Irtigation Legend on lhe drevnngs,or p�e(1)quick coupler key and matching hose swivels for each quick coupler valve installed. . approved equal.Contractor shall insia9 controller as indicaled in Ihe details on the drewings and in accordance with manufaclurers recommenda6ons. One(1)set each approved as-builf and record drawings. ■ Conneclions between ihe conVoller and the remote coniral valves shall be made with direct burial solid copper Two(2)sets each approved controller charts. wire.Control wire shall be Jf14 AWG,Type U.F.,600 volt.Common wire shall be#12 AWG.Wire shall he PVC insulated of single condudor type,underground feeder cable,U,L.approved. � SHEET N0. � GENERAL PLANTING A. GENERAL J. INSTALLATION-SHRUBS,VINES,AND TREES U N - ■ ConUaclor shall provide all labor,malerials and equipmenl for lhe installafion of plant material as indicaled on Ihe drawings ■ Stake planl locations and secure approval from the Owner hefore excavating pits.Excavated pits sha0 he as indicated in the ■ o U-shaped perforated PVC drain pipes shall be installed in the plan6ng pit to monitor drainage needs duri m LL � and as s ecified herein, details on the drawin s.Dust sides of its with sum before backfillin. esta'hmen4 W resistant rates shall cover each of the four o enin at grade.Conirador to monifor er level weekl H. FI NAL OBSERVATI ON e.o P 9 P 9YP 9 9 P 9 Y � . ■ Contreclor shall coordinate planting wilh other sile improvements.Unless otherwise specifed,structural improvements shall ■ Containers shall be opened and removed such that the rootball is not injured. during es ishment period lo ensure root ball is not in standing water. ■ Upon completion of the Post-Installation Mainlenance Period,Conlractor shall request a final observation and lelter of �° acceptance of tlie work performed in accordance with lhe Contract Documents.The request shall be made to the Owner,.a a e � . be installed prior to planting,operations. ■ Water all planting areas thoroughly after installa6on of plant materials.Additional backfill shall be added to fll voids caused by ■ Establishment pe'd is lhe eighteen(18)months(o�owing installalion. . minimum of seven(7)calendar days prior to ihe date for inspec�ion. 3� �' ■ Contractor shall be responsible(or lacating and staking exis6ng sewer,water and ufility lines above or below grade lhat might water settlemenL ■ Palms shall be deep w ed immediately upon planling.Soil moisture levels and frequ y of irrigation sha0 be determined � � he damaged as a result of planfing opera6ons.Contractor shall assume sole responsibility for any cost incurted due lo ■ Trees shall be staked at time of planting as indirated in lhe delails on the drawings. from field tesls.Do not use aimed water during the establishment period. damage and for replacement of aforementioned utiliGes., ■ qfl nursery stakes shail he removed after tree has been planted and staked according ro consWction details. ■ Wilhin 24 hours of lantin,a 20 a a licalion o(the followin combinaf of fun icides or a roved e ual shall be rn ' ■ All work on the irrigaGon system,including hydrosWfic,coverage,and operational lesls,and the hac�lling and compadion of P 9 9 Pp 9 9 ( PP q � •-•��= --- --- K. GUARANTEE applied to the root ball of each palm.The applica6on shall be made to ih upper 6 inches of of the root ball by means o(a soil trenches shall be performed prior ro planting operations. drench.Applica6on to ihe remainder of th al lo i II be made by soil injeclion.: ■ Contractor shall guaran�ee piant material through one(1)full year after Ihe date of acceptance of the work. p 9�� ■ Samples of fertil¢ers,soil conditioners,seed,or olher materials shall be submitted to Owner forty-eight(48)hours prior to •Subdue Max:2 ounces er 100 lons incarporation in lhe work. ■ Replacement plant material shall be of the same species,varieTy,8 size as originally planted and shall be guaranteed for one .Cleary's 3336:8 ounces per 100 g F g FI:20 unces per 100 gallons � e An agricullural suitability and feRilily analysis soils repoR shall take precedence aver these specifiralions. (1)full year from the date of re-planting. .All label recommendations,insWction and precautlons should he followed carefully.If the above materials and rates ■ Cost incurred due to replacement of dead or dying plant material shall be the responsibility of lhe Contractor, cronflicf with label recommendations,alway Ilow the manu turers rewmmendalians. B. PLANT MATERIAL QUALITY e Contraclor shall not trim palms for thirty(30 endar days after installa' . ■ Plant material shall 6e in accordance with ihe State Departmenf of AgriculWre's regulations(ar nursery inspecfions,rules and I. I NSTALLATION-HYDROSEEDING ■ Staking of palms is not necessary un most circumstances.On very windy s or under unique conditions,palms may 6e PROJECT ADDRESS grading.All plants shall be of No.1 Grade and have a normal habil of growth,and shall be sound,healthy,vigorous and free temporarily staked for up to six onths using a palm hracing system such as A race,��5��ed Pe�ma��a��er5 . 10050�10080 N.WO LF E ROAD of insect infeslations,plant diseases,sun scalds,fresh bark abrasions or other abjecGonahle disfig�rements.AII planls shall ■ �agricultural suilability report that has been prepared for ihe specifc site shall take precedent over the following mal'als.If specifcations. • have a normal,well-0eveloped b�anch system and vigorous and fbrous rool system which is noLroot bound and is free oF uch report is not available,the following materials shall he of such a character that when dispersed in a uniform slu shall �+ kinked or girdling roots. rm an absorbent porous mak ■ Fertilization during th stablishment period shall be a�the rale of lhree(3)pounds per palm.begi 'ng three(3)months after C U P E RT I N O�l.iA inslallalion begi 'g in the nearest month of March,June or Se tember with the followin ran0lar(e"er or e ual ■ Nurse rowth stock shall be selected from hi h uali well-sha ed stock, rown under climatic conditlons similar b those in 3000 gallons per acre Fresh aater � P 9 9 ( Q )� ry 9 9 Q �Y, P 9 Scott' andscape Palm FeAilizer 14-5-T4. the project locale.Minimum acceptable size of planls as indicated in�he drawings shall cortespond wifh ihat normally 1500 to 3000 pounds per acre, Wood cellulose fber,Conwed 2000 or approved equal Cantin ertiliza�ion every three(3)months lhereafter during the esta6lishment period.Do not apply fertilize dir against expected for the species and variety of commercially available nursery stock. depending on slope , th nks or root initiation zones. ■ Where a licable,cali er shall be the diameter of the trunk one foot 1'above the round surface. to 15 pounds per acre, Or anic stabilizer,ECO E-Tac or a roved e ual � `' `� " PP P �) 9 9 PP 9 \ ,, ■ Oversize plants may be used if not root 6ound,6ut shall not increase Ihe Coniract price.Up ro ten percent(10%)of pending on slope pOST-I NSTALLATION MAINTENANCE PERIOD f Land Use Enfrtlements undersized plants in any one(1)variety and grade may be used,provided lhey are larger lhan the average size of lhe ne�A 10 0 pounds per acre Grow-Power Plus,or approved equal Land Pianning smallestgrade. � A. GENERAL , � � � Landsppa Archilecture ■ Scientific and common names confortn to customary nursery usage. ■ Contrector shall provide all labor,materials and equipment to peAorm work during fhe Post-Installation Maintenance Period,as civil Enyineeriny specified herein,including but not limited to,adequate watering of plant material,replacing unsuitable plant material and utiiity oesi9n e Types and sizes of plant materials shall be as indicaled on lhe drawings.Quanfilies shown are a guide only,ConVactorshall ■ Seed mi�ure shall be as indicated on fhe legend. controlling weeds,rodenls and olher pesis. Land surveyiny 'vefify quantiies hy plan Check. �� , , Stormwater Compliance ■ Waler shall be resh,free of impuri6es;excess chlorine and salts. ■ ConUactor shall maintain the project on a confinuous basis from the frsl day a(ter planting is campleted,until acceptance of �s�o oawa�a aoaa �aoa�aa�-22o0 �The Owner reserves the right lo retuse or reject any unsuita6le plant inaterial.Unsuitable plants shall be removed irom the the work. projecl sile and replaced at the Contractor's expense.Replacement plants shall 6e lhe same species,variety,size and ■ Fiber shall be cl an,weed-6ee mulch of wood cellulose containing no germination or growlh-inhibitin(actors.Fiber shall san�ose,cA esisi HMHca.com contain a harmle ,lem ora reen d e ■ Costs incurred due to damage or replacement during PosFlnstallation Maintenance Period shall be the responsibility of the conditions as specified. P ry 9 y• Coniractor. ■Pruning of plant materials shall not be done prior to delivery.After planling,pruning shzll he limited lo Ihe minimum necessary ■ Mixing shall he pe rmed in a tank,with a 6uilt-in conlinuous agitation and reticulafion system,of fficient operating capacity ■ Unless stipulated othenvise b the Owner,the Post-Installation Maintenance Period shall consist of a minimum of nine 90 to remove injured twigs and branches,dead wood and suckers, to produce a homo neous slurry and a discharge system which will apply the slurry to the desig ted areas at a continuous Y ry� � ■ Plant matenal Is su6ject to substitution based upon availability.Substituted matedal shall be approved in wriling in advance by and uniform rate. consecutive calendar days. MARKET READY for the O�mer: ■ The slurry preparalion hall take place al the project site and shall begin by adding waler to the ank when the engine is at halt ■ Post-Installation Maintenance Period may he extended by the Owner if the project is improperly maintained,appreciable throttle.When the wat level has reached fhe height of the agitator shaft,good recirculation all be established,and at this replacemenf is required,or other corrective work becomes necessary. CUPERTINO FINANCIALCENTER � Seed shall be fresh,clean,pure new crop seed.Seed shall be delivered to the site,unmoced,in separate sealed conlainers. Gme the seed shall be a ed.Fertilizafion shall Ihen be added followed hy the wood cellulos f ber,when lhe lank is at least B. EXECUTI ON � Each sealed container shall hear the seed suppliers tag indicating ihe container vteight,seed type,seed purity and one-�hird(1/3)filled with ler.Spraying shall commence immediately when the tank is fulL ,�� i I � germination,and certificate o(release 6y a County agricultural commissioner. ■ Contractor shall spray desi nated areas with lhe slurry in a sweeping motion,in an arched tream,until a uniform coat is . ■ ��areas including,6ut not limited to,turf,ground cover,and concrete flahvark,shall be kept clean and free of weeds,litter and ��/� achieved and the material i s read at the re uued rate e debris. � �� ■ Slolons shall be fresh cut living sections of runners and stems between two inches(2")and four inches(4")in lenglh,free p q' p r acre. da Q��,�� from weeds,diseases,and insects,grown from high quality true-to-type vegetafive stock an meet or exceed the standards for ■ A slurry mixture which has n been applied within four(4)hours after mixing shall be rej cted and replaced at the Contractor's ■ Subsurface drains and catch hasin grates shall 6e kept clear of leaves,litler and debris to erisure unimpeded passage of /� �-�� . �� '�� regulation far nursery inspection of the applicable State oi the project, expense. water.Drainlines shall be periodically Ilushed with clear water to avoid build-up of silt and debris. ��;.. ,45..l�� e Slopes shall be hydroseeded a r weed abalemenl operations and planti�g of trees a d shrubs. ■ Before weeds exceed two inches 2°in hei ht,the shall be removed and dis osed of oK-site.All weeds shall be s ot "'J'Y�`� r� �/ f�'� � «• ■ Sad shall 6e grown Gom high quality propagative material,iree from weeds,diseases,and insects,and shall he in accordance � Costs incurred for re air or re la ment of bare,s arse or dama ed areas sha�be t res onsibili of lhe CoMractor. ( � 9 Y P P =�.,�4 with the sWndards for regulation for nursery inspection of the applira6le State of the project.Sod shall 6e machine cut at a P P P 9 P ty sprayed and left in place for seven(7)calendar days.Areas sprayed shall remain unwalered for a minimum of forty-eighl(48) ----�.��, uniiprm thickness of 5-eighths of an inch(5!8°)(excluuding top growth and ihalch).Individual pieces shall be cut lo the hours.Dead weeds shall be removed seven(7)calendar days after applicalion and disposed of off-sile. ��: .. M. INSTALLATION-STOLO S supplier's standard width and length wilh an aliowable deviatlon of hvo percent(2%).Broken rolis or uneven installed within a m If the Owner nofifies the ConUactor of failure to control weeds as specified herein,the Contractor shall kill all weeds within ten lwen four 24 hour eriod. ■ Prepare soil and provide weed a6at ent o era6ons in accordance with the Gen ral Plantin Section.Rake,alGvale,float G ty- ( ) p P 9 (10)calendar days of such notification.The Post-Installatlon Maintenance Period will be extended for every day after the ten ��E"��'� and roll until areas to receive furf are a smooth and uniform conditlon. (10)calendar days until such weeds have been Itilled. �+�� .� C. FERTILIZERS ■ Finished grade for turf areas shall be e inch(1")below the finish surface of Iks,curbs,or rela�ed hardscape. ' �-- � —�— — � ■ Prior to'stolonizin ■ Contractor shall take appropriate steps to eliminate rodents. �*. ■ Fertilizers shall comply with appliceble requirements of the Sfate Agricultural Code and shall be packaged,first grade, g,soil shall be moisl t a minimum depth of one inch(1"). J;,-'"`�-c� �,f��r commercial quality products identified as to source,type of malerial,weight and manu(acturers guaranleed analysis. ■ Stolons shall be as indicated on the dra'ngs. C. IRRIGATION SYSTEM Fertilizers shall not contain toxic ingredients in quan6ties hatmiul to human,animal,or plant life.When requested,Contractor ■ Stolons shall 6e hydroseeded in accordan e with the Hydroseeding Sectio. ■ Contractor shall operate the irrigation syslem automatically and shall properly and completely mainfain all paRs of the irrigation shall(urnish the Owner wilh Ce�ifcate of Compliance stating ihal the malerial su6stanGally meets Ihe specifications. system. , ■ Commercial fertilizer shall be a pelleted,beaded,or granular product having the chemical analysis specified herein and shall N. INSTALLATION-SOD ■ Contractor shali provide for delivery of water in sufficienl quanlities and adjust wateT application to compensate for seasonal 6e free-flowing material delivered in original unopened containers.Use oi material which becomes caked or otherwise ■ Prepare soil antl provide weed abatement ope tions in accordance wit lhe General Planling Section.Rake,cultivate,float conditions and shall ensure full and complete coverage. damaged shall not be permitted. and roll until areas to receive tuA are in a smoo and uniform conditio. ■ Costs incurred due to repair or replacement of equipment shall be the responsihility of the ConUactor.Replacement parts ■ Organic base fertilizer shall 6e comprised of decomposed animal,fish and vegetable mafterwilh humic acids and a bacterial ■ Finished grade for turf areas shall be one inch(1'below the finish s ace of walks,curbs,or related hardscape. shall be identical to lhe material and as indicated on�he drawings and specified herein.. stimulant,manufactured as Gro-Power by Soulhem Calitomia Organic FertiGzer Co.,Glendale,Califomia,or approved equal. ■ prior to sodding,soil shall be mois�to a minimum epth of ane inch "). CONTRACTOR SHALL WALK BUILDINGS D. AMENDMENTS ■ Prior to instaDation,area to be sodded shall�eceive sulphale of am onia at ihe rale of one(1)pound per 200 square feet D. URF TO VERIFY EXISTING CONDITIONS ■ Nihogen stabilized organic amendment shall be a ground or processed wood product derived from wood of redwood;fir or ■ Sod sha�be laid and famped with butt joint in a stag ered"runni 6ond"pattem. ■ Prior lo cceptance o(the project and maintenance period,turf areas shall be established with a uniform 8 o coverage, ■ After installation,sod sha0 be rolled ivith a 200-pound ater-fille lawn roller. heallhy vig us growth and to a minimum of two inches(2")in height.Costs inarred for repair ar rep ement of bare, cedar,trealed wilh a non-tozic agent to absorb water quickly.Nitrogen contenl,6ased on dry weight,shall be 0.5%for sparse or dam ed areas sfiall be the responsibilify of the Contractor. ' redwood and 0.7%for fir and cedar.Iron con[ent,based on dry weight,shall be 0.1%.Pine sawdusl is not acceptable. ■ Sad shall be as indicated on the drawings. o`,,,,osc.p f� ■ When requested,Contractor shail fumish the Owner with a defrvery receipt and Certifcate of Compliance staGng fhat the w Ap ■ If an agricultural suit 'lily soils report is riol available,Wrf areas shall be fertilized with Gro P er Plus or appwved equal �r`�''Pt�'��°�s n ��I� every seventy(70)calen r days,at a rate.recommended by the manufacturer. material substan6ally mee[s the specfications. 0. INSTALLATION-PALMS � ■ Palm trunk condition shall be free of any sramng or blemishes.Trunks shall be single and straight wilh a uniform diameter � First mowing of lurf shall he pe rmed when the�grass is hvo and on'e-half inches 1l2")in heighL After initial mowing,turf E. TOPSOIL shall be cut 8s often as necessary mainfain the lurf al a height of two inches ')for bluegrass and fescues and one inch �s � unless olhenvise specified.Size shall be as specifed with an allowable variation of plus or minus one foot OR ten percent , � - � Topsoil shall consist of fertile,Giable soil of loamy characler,and shall contain an amount o(organic matler normal to ihe area. (10%)above or belovr the average height of lhe enlire p Im pl nting,as measured from the botlam of the crown hud to (1')for bermuda. '�f.oF��fo��P It sfiall he reasonabty free 1rom weeds,re(use,roots,heavy or stiK day,stones larger than one inch(1°}in diameler,sticks, finished grade aKer installaGon,whichever is greater. ■ Contractor shall trim around irrigalion head allow for unimpeded s y;at Ihe base of trees,and at 6orders along walks, brush,lilter and other deleterious substances.Topsoil may be ohlained from the site if approved by the Owner. ■ pNning,shall be done with sterilized reciprocal saws. hain sa will not be allowed.Saw blades shall be sterilized before, mowsirips and curbs. ■ When required,impoAed topsoil shall be subject to inspection and testing al the source of supply prior to delivery to the and behveen pruning each frond by immersing the b de in,a solu'on o(fifly percent(50/)household 6leach and ffry percent ■ Contractor shall remove all grass dippin fro c STAMP project. - (50%)domestic water(or five(5)minutes.Solution hall be kept u to sttengih by the regular addi�on of more hleach. �I�E�AN 10 ■ Contraclar shall remove dead fronds and skin the ntire lrunk clean the height of the green frands.The minimum number E. SPECIALTY SODS INCLUDING NATIV 0 F E, D B FILTRATION SOD '. ALL DESIGNS,DRAWINGS AND WRITTEN MATERIALS F. ' MATERIAL DELIVERY AND INSPECTION of fronds shall 6e removed.Do not cut or top off ny green healthy fr nds. ■ Prior lo acceptance of the projecl and maintena period,turf a s shall he esta6lished with a uniform BO%coverage, INDICATED HEREIN ARE THE WORK AND PROPERTY OF ■ Plant material shall be delivered with le i61e identification labels,handled and stored ade ualel to mainlain a health heallh yi orous rowlh and to a minimum o o inches 4"in hei h Cosis incurted(or re air or re lacement of bare, ' STUDIO:G ARCHITECTS.THIS DOCUMENT MAY NOT BE 9 q 1' y ■ All foliage and head area shall be sprayed follo'ng pruning and prior t shipping with a preventalive fungicide,Cleary's 3336 Y 9 9 ( ) . 9 P P DUPUCATED,REUSED OR DISCLOSED BY ANY METHOD condition,protecling them from drying oul,windhum or any olher injury. or equal fo inhibit the establishment of Gliocla um blight disease. sparse or damaged areas shall be Ihe re onsihility of lhe Conlractor. WITHOUT THE WRITTEN CONSENT OF STUDIO:G ■ Inspection of plant materials required by Owner,County,State or Federal aulhorities shall be ihe responsihility of ihe ■ Remaining fronds and shall be lifted up and f'd toge�her in hvo(2)locati s in an upright position with a naWral hemp cord or ■ If an agricultural suitability soils rep is nol available,specialty sod areas sha e fertil¢ed with Gro Power Plus or approved ARCHITECTS.ALL RIGHTS RESERVED. Contractor.When requested,Contraclor shall fumish copies of such permits or certificates lo Owner. unlreated 2 I hvine of no!less than one arter inch 114".Wire will nol e ermitted.Fronds shall remain tied unlil e ual hvo or Ihree times er e in earl s rin,lale s rin,or fall de endin on wer reccomenda6ons and sod P Y �1 � ) P 9 P Y Y P 9 P 9 P 9 tyPe and G. SOIL PREPARATI ON insfallation is complele.Wrap fronds in bu ap and keep moist. sod health.Specialty sods not require as much fertilization as Uadional fescue so. REVISIONS n "Pineapple"shall be formed for Pheona ecies only to Ihe satisfaction of th Owner. s Mow free and special ods shall be allowed�o grow without regular mowing or line Uimmin No more than 1/3 of the leaf ■ Areas to receive'soil preparation"include turf,groundcover(rom rooted cuttings and non-slope hydroseeded areas, hlade shall be re ed,mowed or Irimmed in any Irim or mow cyde.Spedalty sod shall never mowed or Uimmed to a ■ For field grown palms,pruning and tyin work shall be complefed prior to diggi the root ball. DATE DESCRIPTION ■ Fertil¢ing and conditioning materials shall be as specified in the project agricullural suitability report.Wash off fertilizer from height less Ih 4".Mowing or trimming shall be done once a year in the late spring to remove flar or seed heads. lant ■ Excavation shall extend below lhe ma'r root system to minimum depth of four f t(4').The bottom of the rootball shall be cut P off square and perpendicular to the nk below the major root system, ■ Canhac shall trim around irrigaGon heads to allow for unimpeded spray,at the 6ase of trees,and at bo f5 aIOfIJ WBIkS, 1.05.15 pRICING SET(NOT FOR CONSTRUCTION� ■ If an agricultural suitability repori is not available,the following amendments,or approved equal,shall be mechanicaliy spread mo rips and curbs. and uniformly cultivated into the upper six inches(6")per 1,000 square feet of sal by suitable equipmenl operaled at ■ No expvalion shall be done doser an twenty-four inches(24")lo the Uunk at gro f7(J IBYBI. 5.29.15 PLANNING SET FOR CLIENT REVIEW approximately right angles in at least lwo(2)directians: ■ Rootball shall he wrapped in buAa and kept moist Roolball shall not be left e�ryase to direct sunlighl or air. ■ ontractor shall remove all grass clippings from project site. 9:04.15 t� CITVCOMMENTRESPONSE 3 CY Nitrogen stabil¢ed arganic amendmenl ■ CoNracror shall not hee-fall,dra,roll,or abuse�he palm or put a strain on the crown t any fime.A protective device shall be F. GROUND COVER AREAS 10.07.15 Q CINfAMMEMRE5PON5E 125 LBS Gro-Power Plus soil condi�onedfertil¢er used around fhe trunk of the pa while lifling. ■ If an agricuRural surtabiiity soils report is not available,ground cover areas shall be feAilized with Gro Power Plus or approved 30 LBS. AgriculWral gypsum ■ Palms shall 6e laid in a single yer on a flat surface.Avoid storing on a concrete ar asp allic concrete surface. equal every seventy(70)ralendar days,a�a rate recommended by the manufacturer. ■ Resulting soil shall be clean,in a friable condi6on and suilable far planGng. s Palms shall be installed in pr pared planl pits upon delivery lo lhe site,ConUactor shall pr tect the crowns and rootballs irom the sun and reflecled heat�om the ground during Vansport and slorage.If delays 6eyond enty-(our(24)hours are G• TREES H. WEED ABATEMENT OPERATIONS necessary,palms shall be ealed in'at an approved storage faciliry in a perpendicular positi n.Backfll,as specified below, ■ If required,or at the direction of the Owner,trees planled as part of Ihe ConUad shall 6e pruned or headed hack,to eliminate ■ The irrigation system and finish grade shall be completed prior to weed abatement operations. shall be provided to com etey cover root balls.Rool balls shall be lhoroughly watered and intained in a moist candition at diseased or damaged growth,reduce toppling or wind damage,maintain gmwlh wi�hin space limilations,maintain nalural all times.'Hea�ing in'p iod shall not exceed four(4)weeks. appearance,due to vandalism,and to balance the crown with the root strudure. ' ■ Contractor sha�operate the imgation system lo keep planting areas unifortnly moist for a period o(three(3)weeks(21 consecutive calendar days).At the end of the ihree(3)week period,Contractor shall spray a0 visible weeds with a contact ■ Backfll for palms shall e 100%a river sand as follows: ■ Slaking of Uees shall be checked(requentty(or damage,and to prevent chaffing or girdling.Costs incurred due to damage ar herbicide.Appliption melhod shall 6e as recommended by manufacturer.After spraying,plan6ng areas shall remain replacement due lo improper staking materials shall be the responsibility of the CoNractor. unwalered for a minimum of fo -ei ht 48 hours.Remove weeds(rom site. %Pa sin Class Sieve DescrioGon %Retai ed ■ Al Ihe re uesl of the Owner,wounds over one and on�half inch 1 1/2"in diameter ma be sealed wilh an a roved tree �Y 9 ( ) Q (- )� Y PP ■ Waler seven(7)additional consecutive calendar days from lhe first application,and apply a contact herhicide as may be 100 gravel 4.76mm No.4 0 seal. 9S 00 fne ravel 2.Omm No.10 0.10 DATE necessary.After second spraying,water shall not he applied(or an additional forty-eight(48)hour period.ApplicaGons shall 9 ■ Dead or dying trees shall be immedialely replaced at Ihe ConUaclors ezpense vrilh malerial of lhe same species and size and s.2s.2ots 9 100 v.coarse sand 1.Omm No.18 10-30 continue at seven(7)day intervals as determined by the Owner. 6 100 coarsa sand SOOmicron No.35 15�D guaranteed as described in these specifications. SCALE r+orroscue ■ Contractor sha0 apply spray chemicals when air arrents are still,preventing drifling onta adjoining property and preven6ng 50 medium sand 250micron No.fiO 20-55 ■ Contractor shall ezercise preventive measures when using sVingline trimmers near Vee Wnks.Costs incurred due to damage any toxic exposure to persons whether or not Ihey are in or near ihe project 0-20 fine sand 105miaon No.140 S20 or replacement of Vees due to improper measures shall be lhe responsibility of the Conlractor. PROJECT ID ,ub,o0 ■ Weeds and debris shall be disposed of off-site. � v.fine sand 53micron No270 0-10 DRAYJN BY �yA siliandday pan a5 H. SLOPES I. BACKFILL � Prior to acceptance o(the project and mainlenance period,slopes shall be established with a uniform 80%a coverage,heallhy � Ph of saWrated sand shall be hetween 6.0-8.0,Salinity:a3.0 d5/m, vigorous growlh.Costs incurred for repair or replacemenl of 6are,sparse or damaged areas shall be Ihe responsibility of lhe ■ Backfill shall he as spec�ed in the project agricultural suitahility report,machine-mixed and approved by�he Ovmer prior to Baron:,0-1.0 ppm,Sodium:0-20 meqll Coniractor. incorporation in planGng pils. ■ Coveri g material shall be equivalent to a 70%shade doth or burlap.Plastic or rubberized tarpaulins shall not permitted. ■ Seed for replacemenl shall be of lhe same lype and quantity ra6o as specified in lhe Plant List on Ihe dravrings. P LANTI N G ■ If a agricullural suita6iliry report is not availahle,the following amendments or approved equal,shall be incorporated: 7 parts by volume On-site soil ■ Stor palms wilh protedion from weather or other condifions which would damage or impair Iheir vigor. ■ If a soils reporl is not available,slopes shall be fertil¢ed wilh Tri-C Cr2�or approved equal every sevenly(70)calendar days, S P EC I FI CATI O NS 3 arts b volume NiVo en slabilized or anic amendmenl at a rele recommended by Ihe manufadurer. P Y 9 9 ■ Pal s shall be installed when weather and soil conditions are suitable in accordance with accepted arbor practice a d during - 16 LBS per CY of mix Gro-Power Plus soil conditioner/fertilizer th season of active root grovAh,pre(erably behveen mid Apnl and mid AugusL I. PALM TREES SHEEf TITLE 1 LB per CY of mix Iron sNfate ■ ckfll shall be appGed in 12'lifls and ihoroughly setUed wilh waterjetting to eliminate air pockets. , 2 LBS per CY of mix Agricullural gypsum � ■ Mainfenance s i ut not limited to,spraying to wntrol or prevent disease a er management induding op of the roolball sha9 have the same eleva6on!o adjacent grades Ihat it had in Ihe original growing feld.Trees shall e sol prohing,observaGon o(sol mois se ' de' s( e ,and palm Iree pruning. installed plumb.My adjustment necessary lo straighlen palms due lo setlling or shinng shall be made by the contracto al no �� charge within 12 manths after final acceptance of the projed. ■ PNning shall be done wilh slerilized recipr I sa s t in aw to prevent transmission of disease causing agenls(rom tree la tree.5aw hlades shall be sterilized n b � n runi g o(each frond by immersing lhe 61ade in a solution of L 5�0� f �' eac and fifty percenl(50%)vrater for frve(5 mmu es. sVength by Ihe regular addifion o(more bleach. SHEET N0. �� -�.,��_- �� . . �N�9a��f�c�� LL � ` ;�� -/ /�-/�-/,� �e � �,%`m e m` Q� , ��i� � � ��c�� _. __ _� ,=-.�;___.-__ - �� ,��^ c� � , � . .. .. PROJECT ADDRESS. General Landscaping Earth-Movin Dewaterin H e a v y � . ' ln the Santa Clara Valiey,stort�drains flow �,,,�,�,��,�,�,s � � � � � . � _ , . g . . . 1�0050&10080 N.WOLFE ROAD � � - - � �� d"eractly to our bcal creeks,aod on to San � � � Starm Rraln Pollution G . Franclseo:6ay,w�th no�reatment. � � COC�IStCUC`�i EOC� .. ��e��f�ha��. . �Gardening� � p g . . � . - f� U j m�e�n t . wr,c.er��,�srg.ardR,ai,r��n��ea frainLandsca in and (� � - SEormwate�pollutionisaserlouspro6lemfar .. , ��.T��S�:��ea�,oueo�.e+f . ;SuirimmingPoolMaintenance Activities � �� O erati�ons � � � CIJPERTINO CA � wildliFed¢endentonourwatarwa=a�dfo. _ and Site araffimsbe�p6tnmdr:miN.�cberrrcdi( � � , . _ _ _ . . . . ...1. ' P Y �' and Poo!. � ��,y,a�ds�a fn activhlese<Dose.�kan0 p O p e r.a°tio r� � � Ihe eo t9 who live'near oFluted st�eams or r ncas-�:xy.Akf.bma�or;ep�atsarts:s - _ P rs . . ... . - .. . , .. .. . Su��[YFS��n mcassze�onkcL•huollnateart6aMS��n � ba 8n 5. � p J Top�c EnloR�teCaekjrypFdiR.�aouda �, . . ... . . . Y cne„�r.as w�n r�n os'nao m o>�orn ffra;na n„r�rg S�ta r m w e t e t P n(t u t io n �'��°h��°�:.ab��S� Mair�tenance Pro ormano ementoftonstfUCtionsites �avideaUmv�asharai �rtr3atinrc�arwhenitiomn SLORIICSfHtIIPO�IUt10f1. tlOrtt Heav E u6 mentan p � Swenmin9poniwa(crrnnianingch6ri�ean4 Sto�m-Drain Pollution Y 9 R . � reducec ou�c�on s��rc,�u scamaa�oPwi�aw��rrom J K ,,,�,;,bo�tafu,a��- E.,K�� . ... .. from Earth-Movin Activities. From�D�ewaterin ACtivities ' C o nstris otia�2 5 ites • � � P 9 y. °�^ P� =opper-easetl alr�„wctAvs snoLW nev^.r be g . , � CastntetionACti�ides cxrGarsn2imaNesncr.r,.C6r,sY��,xcdpps Eandseaping/GaidenAfafnfenanee� a�sma-�fos�amaromx.�rnesecr�mtcana�x � 9 . Pao•4y.muinramnd veh�ci¢a aatl oravy . . . � �3FEsshe¢tsummarizeslho"8es[ManagemQnt �� Je¢xlpcusvst;mirrcrewk,v�tiiPtas;c�� d �� ' � nquipme«tfnat�ene i�el.or..a:+4�reei.e or . � tocc'm_ayunsc ihu. . Pracflees"(BMPg)forstormwaterpollu[iun � , �"'�%�+�"��saecafmmuwec,cfslo;m sf�:rgort:�asumd-,E3c:aet��+§svs3op J FhoiectsmcMailesanJiuiw;cnpin9ma;erca:s �il��ava�:xiaMgradingoGwa�mSbosenfargc ccne�!tu�sconineconsttuc:wr,s::ez�:e ,. �... vaAcrpNutanManulsn�mwas�slhafGtnva ;y�p��my�y�ykrmseet:rsstl�dranto � (romwiodaMrain u�ar��iNmemwiaer - � Be�sure to enllyour city's stonn Waterinspector co:nma�a eoueces otstn�m d�etn rzua;nn � LandUseEntillemenis � � prevanttGn.� �1' . . . �,, amounts o�saii lhat can Row or bbw mm swrm � � �� ° � . . , _ vEr,Mnroastomtran,g�El:v,cx:;�thavea_ r,ppm»irsc�attch3nfk#> � � �arpsorsec�netlp�n<Ilr,ahqAtlng. . . at 408-471-8807 before dischar in �wa4er�ro�s P�e'+en14R�fls.anJ,�Gaksbyrori�et+ng . .LandPlannin � mrect m m tacai oadc,amf ttq Ba. PooUFo��ntair/S a Maintenance -?rains�M!vn h7ndled improperly.Seai�nenes in funatf fl 4 9 Avamno-aca�r,orshesuparvtaor,ovmer6r -0�e 1&�vnsoffe �� g,n ganJ<�rs:avaiionp*c.'ecis n . ¢m�do..niarm drams.s�noNcv a untic fife,a�d � street,gu�ter.or ffiorm drain. Filralian or diversio� Nqui�m¢�t�rom��nofl.channe�s,uno ty • LandscapaArchitecture PP° �'��'g.� .:l Schedile Cm � . .. . g q . •aecliin�!ar leak=_ur�3 oth4�r mainten�nc� - � ��=Y4�-*)cx<yx;+tlaas�wxlv+s Drafni Isora tlestr papi{��•(n ueeks anH tha Ba Efun've it�rough a bdsin,tank,ard 8edinP.�t trap may�6o v<ohle�ns.�'esno've ccn�vuni�an coospment � CivilEn ineerin . . . .� qwvAturofeale.Ynu�myaonr.,�oisitlets Saetortnmaeitler.� 0unrt4dNweathor. � rs9P� Pss � py� 6i y .. . . . . . . .. 9 9 � mryanvironnertatdmnagecm�aNbyyov votxnirsr•mumara�napuol.sp�.orYauntam, esasionconho�peQicesreduceth�7mouototrurwif required."fteuse'waterfotdus! coritrof,irrigafion oe 'R�r.�'en5�st�as see:�aa pcs��ibt:+ . UtilityDesign OR�INANCE QF ��,tra�,�Q�P�oy«�. u c��,w��.�;a��,aod«3P�� r1 useem�ryu.0u�a.,�,ao�aia<nes�� . � ... � inmc6a�elyxtFelaomttaeamFxesda tlWert�unoffaway from Worm Crains.. P�ease x r.ure 1a cau mo Gupe�+�ia SnMary apysing II e:k!ar.Ustowthe f(o.v v�itn eherhdams or anoEhar on•4itr purpose��lo thG greatest exlent f Land 5urveying . . o�sr�aee�aeyo��9�anb�rf�rma?qubaoceon' muyiene�fgeoundeuRaces. � � possible. .� . ' s(w�pr6n�.i�y�rto�ravonetde vop�cre .. � StortnvralerCompliance . THE CITY OF CUPERTIPIO �i°��01p�'01�"tt'�0"�"'�g"�� U a,su�esio�aainswiw��csaas.sr��G t�'i�!emsaicaons,birt�Imupmvc+niwLnntt ld.a.tnrvnunce Gmcr.YPrinci s, ��id�P^?est°?�w�'?WsstFett nlMena mgwaste(avet+as�acbl �O'bav.� � 4 coaat,,.cer:a e�:e.�a:-� ` � � � 15700aklandRoad (408)487-2200 (YB gs,etraw wahtc9'.Ct O[ncr e£d:m.rM h2ndtR�B sP�� ' �' "' ' y n a v f2'��mstuse!�sa�r.ise�un�aeax�hmb.r.attu � � � � � � � • � • � �e,n,�:•sp�� :,.;,r>it+..��a�ec SanJose,CA95131 HMHca.com FOR.S'fQRM WATER POLLUTtON , ��,�,o,g. ..a�h,.a�:na Ib.os RACu!dEekzp4tD'HtOpWu .r�,u.,R, ,rv:o,a R4'�t�patiorC�fyeiteanderiauegootl �A�ttlonn. le�.elst fisR'pGnciuWtnrougnagarCr.n�q�e. PlBC(t,COSOU/Trt C0715YNCt(QR ' - � ��n�+. na�+:��a .7 " � PREVENT(ON&WA7ERCOURSE �""'�C°Oa`�P`�6C°5�f81�"�. G cwe,�m.,�nA��a,m,w„y.am�. u ae.�,�9oe��i.v�a�;�n�,ua�r��rr,�asw� n�,�.aow�ar�s�,n�neP.o�voaeobyio�i g CheckiorSedimentorToxlcPollutants �+.� _�. R a�r�: s.n��r�-a`-= >�_ " . . . . . . . [)Nbirtaincyuipne+tt�rc{z�rly ;v�5e�envisemfsarcaeiEviih4i�ssor . <ontrotraanY.��. erd�nancn� � O RemrnW� oxlstin3 vngMution on�y when . .... oa�<�a¢.N'in nx.n.,..+na cqaE,o,oin«.��' _ . . . PROTECTION: o Coverrcrtliatswtvnttr�y;m�!t.ih�5p. C�cs�4:ysmaetla�ocadt}�enps�ded!he ab9alu4,+ necussar Plant tem orsr ❑ Check fqrpdors,dismtorafinn,ora�oil sheetl t.l Srorepe9uWee.'n�ti�emn.andather fY Y� P Y . . Y. . . . . J Keeprt3aialsmvaykomslreets.stc`m �°�4�er.f�+zrck�:np4sekmps',aGg�hca�rgit .. �ke.rovaraiodoore<ninax!�edmsm�a �'Neverarscharg¢podoraVawatertoa �v otatlonFnretasionconttoloRslope5�or � on 7aurldw3tef. ' O�x�+�n�a�neN�.enao2a�.a.re..u;.r.zu:ar,.o� � � . Chapter9.�IS drmr¢aMdraire Wwicn��ewm{rWmsM. �e st�eetars�rmdrain;CiscnaBetoa � 9 �•ax;�i.�o.nncro:a�anr,ece;�;e+.� , . gnt�au+ai�.' <ubihet'� eanKarysoworcluenouc. 'wuataC�nstiuctionis�mimimeCiatetyp;a�netl. �p��r�.r�.r. .' . . � 0 ptacepaipntemtotsrs.vayfmrc�stotmdrans � ❑ ASii our cit ins v .�,ine«n..:.e...,:,,;<M.o.�».,n , � [.1 f.r�+redustcmtrdwffie.rmeF.,ntlzrvesite �y� �tpi6s}yr:n pf,w�bp ;J usepestleMess hn ' � Y .y peC!o� Whethef !he �:t�n a„�'py�,Nme�!,„.,,,,„,.,o„-.;,,,,,�,r,� , - MARKEf READYfor v�� 8a w g5.xcoie�+�9m ❑�r syb�e.WqAn�m a otmsho,ie J PvoFect �awnsro dttHlfl o courses, y J CUPERTINOFINANCIALCENTER ��orasU� !osf�rmd�n:.. v� MY��2�Pa �s pe g roundwater m�sl be tested b• a cerli4ivd ciecn�.c�sa.,v�=r 9.:18.Q40 Disef2argeintothestormdrainp�ohbibed �. �_�Csieckfmmraty(rX.Yxkn.. natnut�:asontne4bM.Rmseemcfy. chbic.omss�vaUntarafewa artdndn sbeamo,and s!orm dra�na Ntiyt WalCes.or taborator ' a�<.n�,�u,�osn�na�.a:�au�amam.o�:rna.�su,• ' . hlwxice P�arrs�41'o Pre�En!PVt�r1Mn Ys � � - � contac�e�ana aae rc�ce+au Y . . . ffshaUE�unlawf�ttodischai o,:acause,�low,or erRit hUtr+Vu/�s�ihrtt�u ffi�asm°ff�. recyxiaheunnx.i4i�yera7�ungitnram�ollp �m M,,,,.,, � � R USUied�feesfa.�arionaldpr��ingaarvdias � � � Ors trms�d,emDNcari�ai`rer,s�nihe 6�5�Y��gesFvalas.Usflch;ekdamsar . . :oa��,eo,c«,e.,.��=<mmcosrte.o.ee.�e { . . . . . �CO onto9i0nd8c11[1Pdd�BII. . .. .droP.«t�s lo c�fcn rt��pa qn6 sp3ils.Cn:�ac1. to:bedisefiargedintoanystormdr�n:arh�uralout(efor r�ary:�+m�.�s:rurc��e�oi �1Prx6ce5ou�cePcdic4Gn'--rtirv�Lr.�le (t55M1.p!EpO3C�fUnU4nd�istiCiCosas' . . di(GhC+R(6dNEt[ftIItOfP5�01FRtI'CkGVIItIO1S5. ❑ �ependinp on ihe test results,you may be ,�i,u,»+i:��:c.si>,«�r.ar..•a!ncan��-:.>v a chartrs�l a{lwaste,i�Iudin �ltflO(fQ$tflCt2�tO,SBW B, A��e�'��Y'��0fp�d YR�youudarrreta;�AC-suntlterae6dN, rmzardouswaste. O Dofwtuaewpp¢r.pasedalgaeckea. Rafec IR Fhe RcrJional Water Ouality Controi. allowed 10 diSChafge pumped gtOuntlWalef 10 n„�+vsnne<n.aen.m<unuanwan.r.cr.ycle�� j 9 � � o4'r aosrnmKrt7s4efctomnOr.g�g.U� � U Recyd¢chrms-matalat5.w1�»evrJpr�atde. ' Conwla�gaeminchluinearaner 6aard'�Eractxi artd Sedmxxrtt Conlmf�Fretd the St01'm drain OR you mity be requiretl to "' � si"� � ind�strTatwasfas, trdaam raducis,coaltaroran re�tse ��ean=r.,r is�„�gmrn,m�,rn,ny� �i,�,�,a„Q��.�;� :1 1nCeper§ao.reei¢antswhhcwasrla+Acyctin x� {�3 {3 Y p' ma'q>mNat�:atc g anernaiiyc:."sucMusviCnmiboomAs�. 6f.znudlbiqvp�!�erosinnaesdsedimecAConpo� Oischaretothesanifar sev:�rortoqectand �3oo..n�u.:a,«:sto.e„w.bq�;;<.sa�.�n+^o:.� substancearisin from.themanufactureof ��TOfi1C08IC( avn!z.NefmrntteRe�atatW�tppc3l�ry , ianidridy�nn,gar�fenan9ueotrnmings�n � y a �:,: ,, 9. 9 CurrdBand.Ysam4rt�ca d�J�as,U�rrteC�at�rn,�r.i¢lc.�d (ewnsteeoiers.Yn:dwaareramoemuectea Fiffer'L7eartin �rfrcnwures. =rau.�s�,<-.�.u.ao-..�e�.sw. � �ehctertmr�.na�rtaW�idssum;s�ead. Ym . Q . .. . haul ihe v�atar off-site 'tor'V,e'a{me�t and 4a�.5Y>�aA<<.��-:,,� .. ,. � � ¢�1LOfP,U1T1,cElemiqls,deterge�rts,sdvents,�IfhS, � ❑Contrdth¢amn�dafnndfCm�i�yda� c+tif�ate.Catteles,en.11is�n � endmmfacteAGylhedry`eca�tacmra '!-,:NevercleanaPflterinmesneetoanoara . B.Caypr.stockpdes and oxmv�tod sol�•iilh dispoxa�alanappropriate;lieatmeotfiacihty. �co.e�o..00seaue.mm�ro�a;e�na.�oaou�r• � . s�l^;��eddi(,durn9e,u�srilim')pf!s^3 'vu✓+vn:dxcir.�1_�arfa�nfo ResWenls'areeneaure4K'^�tuwmpox atomedrai�.Raisecartriaeard . .. n:Ro��:ousreqa<ome��sunnG'.+:r.��.:�z contamin�ed orchiainatedsvdmming pod water,pestiades, �,�,�$Q��y��m.rerfd�m r � r��evasteon.rnin�mu,ro�s'asaKe" a secw��d�arPsap�ase�csnoetin�. ❑ yJhon dixher in to a sto�m drein, rotect the '� .l oisp�eoeanw,sn��o�sH.M��s+r� aiatomaceous enr.�f✓tcrs�nto a dxt mea 9 9 p Sp(!f C fa u n up � h8t�33ic�tesandfertiGzers. � � e��,aver,waes&cwau�rcvs,�:e �,.b��elmu7a�nN�n;uai� va�d�s�x�oawnuruwna.ouwnice �Qypy��mjt9WU6h1Eo6G1O6pOS9,0I �� I{lil.'Y USin�.a ba«ier of btarlap bags fiEietl wilti . '. � . ' .- IPaGcesfamuYerrtnW»9.+a6c�vby compnne9. . . . . J�twcn xn ynN�.�wweaaakaiy . .. .q.rro�r.aet�ilncE�urvsid�t��Coes , . spentdt�wmar.m�ucea�mintnegx0.�prt, dtain fUCk. or cover inlel with 4ilter Ta6riC � • . ''emstr�u#n3.te+�potclduzlcrLvxsorbw:u m� ' a�,wen�n. vsars.Ner�bury.wasiamneA�dsaia.veV�e C]Landscapoeo�xnelurssl�o�Ie � . .. . . ' .''J.xsuvrb�eea�.R•a:nr'a . . . . � �.�$.�7a QCCfC��flhd�dtSC�78 fl.. . wte*eaRrarri�e. i�u.�sm�tvnearar�Korctc�tba. ❑i�imer��ooxwatu�a�n�.ra,�r+x . . _ - anchor�d;un.dei.the�g�ata. . . .�na�M�oe��:u.e>�«.��aax�n��wo.n��<.�a. . , . , . . .AIFp2(5O(4S�SIS3I(RGQIT�f tF1E Uirector afPutiti�cWorks b,r . n a� . . . ...... ak�u;ovs�a�av�u��w�e . . . . . . . .. . .. . . . :�e��<9,�a::",��m ��a.$a�o.u:�a,., ° . . .. . . . .. �Tmtn ve4n cssn�FwbemttaCas PvmAS �?ertmo5ankrnpkr�nsbuCr.v�son.. o . I. Laa.�aMfillNateam sta rQ � . u• '@ecryc.a�Gaidz�achssssaocutese Ll&�a.i�azniob� ar'i�<ad� ... .d��to5�ng(�rorR,acr...-asnwinsr�atr�m aa.a:a�i�,.ec�or«9re � F :, o.�e�� i 9�' J �*aG��sfs wasm(BFI's kr%wUY�'+auq nnA . . .p t,elephme immediately upon accidentaliy d'�schar�rg wastes to as�stor,c toc5�b�za[�w�C,cs�aya.c the sa�it:uy sewr,� � Conlact Cupertino Sanitary.DYStr�ct at 253-7071 ,<:�n.x�, inec:Atootl�n a�ev'H1tti5dAu':v [ankorRy HnWJ�aruc�orsa�esq . . . . c�aeWUimsta Irrimn rei�.ort�ane ne: . . . ,;�; . . Jnn ca�c�a� enabfecoutteirneasures ro be t�cen by the Gty to minirriie �d,�s,�;,,,,�,g ;"' �ic�r�..s.w,nwwbtSumr.•�a7Pe�niJ priorto dl8chargine�to the aeni{ary sewer. ' i7 a ,,,,,N,,r m ,.,, . �. .. mqwrmL�nts;asttt�� y,q�crns4ummsim'sdlsturtrcluaacaziss �Oonatbfaw0�(ak0lUqvObinto ti '.NnCt�n'nna� s k.�aav• darregetastorEltc�ai�'s.andtherecev�ngwaters.5his ' �x�,��ua�us.Na.pRm:�,,a�.�_ ,x,Q�„�.ne�o,��,�,v�c,,�aed,:r . . m�s+��c y o ,ry.. . � . B%3',amrstnz..+i�0.:.,nv��r.u.trucii�s. U �. natificaticxtshallb�folSdried,withinten.(10)daysofthedate ��a�,�;�,�, c�rx�a��+m��ax,�w�a.�:rr y;�; � s�� v�a=.s�qa�a�d•��«<.� � 9�.��g. Cqdmi&y:tl.(itucik.iawfipairj,icv�e .z' y��; � e , e a�-+.or . Ca . +� aCoccurre�r.e,byadetaifed:writtenstatement.describingthe :��rn�r�a�; at.<p�.,� «. � causes of IIte ac�iderrtal discharge.and the measures beirg � ..., „ ^ '°'"° , � �l C Mp� P prtiso Jk<e tdNyQnpv p<�9 MOoa:ndetLn:�tYl!�t+oateS . j takentopfevaitfurtheroocirrences,:Suchnotifirationswiilnot u z.,<„u��,..��,�„s�,��.g��. relievepersansofliability.forviolaGonsoftl�ischaptefaforany �,r,,;,;��a,aa,ts,s,4,,;,,c,,,«,a,,,:a fnes in�posed an the dty an account ff�ereof under Section T��,n�^�rqep�/��neC��I��h�C�`OI��C�CitOI��1 IC�r�UI IIIYIa�e{��Sp�nSI�I I I �C�C �ne,<<and aeltl<y,p+��perly v+4��a � , n•,you R��xxt akae ropa«Ec sa thtl 133.50 of the Gafifornia W�er Codo,orfor violations of Section �' 1'" •`x '�; 9t 1 o thcu oS Eu.e rgcr.:,;�x,,;,:�, 565Q ot Calrrortiia Fish andwildlife Code,or any dher �h�activities that o�cur on a canstruction sete. You may be h�td r��pansit�fe ' ap�ticabte p�oviSi6n5 of State Of Fe,dfral IawS. i CONTRACTOR SHALL WALK BUILDINGS 9.'k$.22Q�oPat�at�` f�r an}{envir�nmer�tal darnage�used by your subcor�tractors or emp�ay��s■ TOVERIFYEXISTINGCONDIiIONS My person wt�a violates any provision cfi this Chapt�shall be�iEEy o€a misdemeanor and upon coinriction th�eof shall� ; be punish�as'proviifed in Cha�fer 1.12 of the Cdy'of ,� � `pNDSCAp _ C�.�erGno Muafa�{Code. �) � ,.�, e . . . . '��71�. n^-( r� . . .. .. .. : . . . � � t�?y��c2n Chapter 1.'t2:Gerleral.Perralty,Section 1.12.010.paragraph D,. P�I I 1�I�g�1 ElA � � p Duiing Gonshuction. � i-� f�Qa�.WC�r� Starm Drain Poltution Fresh Concrete sfates': •'�'� �l oon't mx.uo more r.esrt cancteia or cem�n� � Application of f�a�,Raadwark and Mortar ��nyuvwiausemo!woenurpmrtq:= ` � _ Unfess othenvise speafied by this code,an Paint Remava� �n d ��. 7 5ei vp zn0 ooeram amall miau�a on turps ur � I�qrf � �eP, p Y� � Solvents and � � - � ,,� 9, P hnuvY pluaPcarop doths. . oF pp��f ., 1l1�F8(�tOY115 unishabteb �. �� R�aa�� surt,�cir an<f avame�itre-morai� � � � � � � . `:J Pairt[cnry�a antl Q�stfrom aon.hazerdaus p a v i n g ., .. A p�(i c a ti o n " �Yv'nen c�r.n�mig up ofUr mmu,va ��newatF. .. �+ 1 . . - ' . .. ''E: Afl[tQ�lOtY02XC8EC��QOIO(8f1iStN0latl4tl . Q�+{'.p� .. . drysihppbiQmCsaNhlasting�r.aytkr �- happe�rght i5.hr.stte,el.'xhcztM1etRdrenssmr.ro�zs Y�.> J{�C��t�uJ��P..SiCJ .. � . . .. - Z. l�,�lft@flOCfA@XC82(��Z��fOf85eCU1C��VIO��IQ7 � AdhWIYGS . sveKuporm!%ectrsfm�ta5�dcycfottsyrl. opAerts:�ittr:5fcra.pha��saiv�cu:sluny,ct r,ansuucti�nn,wastfff�esont0airtarens,�oi e%C2vi12d:itOl4'flUf to:�S2 31f�nk;f 5ttl(M @f2ias Oo:vit t�e Jrivev/aYctNmW ihe 4t�0n1¢f 6Wern 6sposeaof,�gy,r<h g Y Sra�n r Storm Drain Poqution from HaZ�F OUS aS�e STAMP 3. A fine not fo exceec!$�00 for a third viofation of ihe Exi�a p�9��m9�y��q��a ro xo�d:,aa d+��o�e of � �� O cnefNcaFpalntsf�Vppe�g�esidue,sqctepo Genera/8uslness Prac6cas matedaLs p?ope:tyandguaraagainstoanu6anof Fresh ConecekQ and IVtortar. ��P�oloataphifca�ipnsot�rosi�[oncretaand D�CJ af Pr rn - � sartr?chapterwithin me year. �ac�u�«n�,aRaoam�.;a�f�ae S,arm a��9,a��s,a,atne e�y mmlu>Iram nin1a11 ond�unuff onFl ih¢ �. g pLL DESIGNS,DRAWINGS AND WRITTEN MATERIALS StortnDrafnPollutionfromPaints, w�e�m�Jr�,a,reRuyora;c�ay��n��e� ❑ Oevak�p�ynd.tn:plement.arosionlseGtnient Appl{C3tIOt1S ma+e�So�nnsdr�;a." "' S[��nflS52S��d��p fl2Fdt��25.5 IN�ICATEDHEREINARETHEWORKANDPROPERTYOF 8..18.24(ICtviEpenaltyforilliatdischaiges' $O�VBfIfS�8f1(�/�fIPSIVBS ��'a��"��'�15��'�''t controlpWnsforroatlwayen7Gankments J WnehituM�ezposatlaggrapa[ccaqcrelo y� �e0p��'""C`''�'�`RHf��E��"`�i0d ❑ Scnodule;o�cava6on�antl radrn WOfStlU:in � ��ffSIl:CO11G[8f6antleement-relatedmo'rlars ni nantnewasi�wat�rcant�anwo,�+na� STUDIO:GARCHITECTS.THISDOCUMENTMAYNOTBE Piiy persan who cfscharges poflutants,ih viol�ion of this tiRP�s.scava�ls.aidatlt��gco�b'm ��(p 9 9 9 o rW , ttian 27 gaflons oc 220 pounds . 'W+e.:cxsirc�gerta�m!�nrovaattzmwcr� dry wuathur. During�Corts[rucfion � thatwash inte takes,streams.or esivaries . etn aren.�2�a:a�n o�n e oei��E,a m��rts�e trb�,� '� DUPLICATED,REUSED OR DISCLOSED BY ANY METHO� �heptBr,hy the use�iuieit ebnnectionsshafl be civi�y liabfe to ��:�,F�,a�o¢�,�tnef�c�hc ocenn �va�.�stntc�:•cM�,.. b�da� e■twion � aro toxic to fisu and th�a uatic w�+�u,n srn n«p<�mFe�ana a�xpar,�a cr OP I12Z8f(�OfiS WBSYQ(3e�4b'1Qt7fI7 WITHOUT THE WRITTEN CONSENT OF STUDIO:G �n18C.I�. inastati.notto.exceed-tvuerrt fivethousand - To��;�.m ��3na p ido�sdid_ •mlhh � � `� �he��aRC�epai[feakingoquipment. q prop�e�fy.or(713evacuumcdha�rta�,;.�tci�n•ent . , y y- ay n p: h.�.p�es#izra;c�te�.trs�sa�rnsar:e:x� _ p Avoltl�pavCng and seal coatiny in we[ � @nV;ton�[:ent,DiypOsing,Gf th�e,5e materiats� � �a(Q QII tb�E�O.USE*t�'lIS P Cd[t1. . . � � . C10��8(S, G1'C�8 er violation for each d in which sueh Prod'�asorfromuoa�irgrcs�Aiesv�y3s PaInC DtecLwasNwaleromoa dinar�anqsPaAn C.I Pe.rform major eryutpment repialrs nt wealher,Gr when rain�s(araW st,lp pre�en: [o fhe Sturm dfains GeC(eeks can block =*natetl Dr4Uckmg a starm d�am m:el.lS 9 p� ARCHITECTS.ALL RIGHTS RESERVED. � P }rP cT�! ' nnc�an.��y.tllvert�urtoitwitatrxnpa�aN�onoa �+�,��Anp:'�:�73/�Q � matena�ax!wastes.antx,9wes�a-acKarcrgtWk.� iKosaE.Qr.ctwr,kwiriCuFent�a5eni:sy dosi3nntndnraas�nyourmaintt:nanceyarA, ires�maEe�ialsCiomcontactsny�etqrm•iigter starmdrains.ca�ses;otiousprobl�ems.and hlflkl?9i1tAN�0(I:IOBS�t01�4'aC11y)Y1W(5p( �iA `i1.0(i l/ . . VIOEB$�O[t6CCUi5. � . ctoiltlberecyJadvAc�nµ�^„ye.a�spo�eacA D'¢r,aiofmtwt3ywc�maPawxwWnap wMoreGeanuqiseayer.A�tn7Apetf�r;nin9� rwtott. IsprohibiSed�bylax. swrm��rah�s. . .. � � p��p;rly,[o�aeiertCic Omaler2Ktromflw.'vg was�.terantlCixposnafAinas�ntary equipmenlrenairsatconsaucGon s6tes: � � � � � ' �� OC C`�C�UO�L�. �. � REVISIONS ' Inbstortncaa6�seMw�tucdr;es. � � � sewerdralrt.5am dtYe�wasnw2lm'm. - �� - � Covorand�nat.cateh bnniren a��J mnnhotesr O Wnaa�otvnk�n � - ' ' ' aEXC2(ts-Forcan lete CODE lan u e referto the Cil�of� � � � '� �Whan�vfueling Or when vN�n41¢;v�i If1Enf _ , _.,,._ 9up�pA�emCnl.�ao su!H la pkk P p 9 3� y ye��d 9 P when applying ne�l coal,sturry aval;fCQ seaf, up ut7 tbo p'roces nna alspoce a(WropcAy. CL(�{fIF�OMUt11C1�3�COC}@. mairttenartc�musf be tlQnc pn sf(p,designate a � or simitur materiais. � General Busfnvss Praetices � Recycio inigo chu��ks or brokan condem.5ae ' � � � • ❑Mfuhwararhanpaatted nadd'mgs lecalion�way from siorm diainE and aeBks. . .. .. , .v,v.�md,;.��.�c;.�•m ror�nto on rAcycr�rs. DATE DESCRIPTION . ; �' ��'�s� constructad bMoie 7978 mrturta�r+hign � � ?7 Protecf.dta'mage ways by us�ng ea�th tlikes, '1 W asr!oat cortue[e mineis onW m tlas enntud � � � � Do not un3 dEeset oil to 1ubrleato equipmeM sand ha&,ar othzr contrcis te dlveri nr trap� � � wa9ho�eareas in a��r a d,away from�xAarm �7 Navar bdry waste matertai.Uispase oi smab - � Cupeftino . . .. HandlingPaIMPYOdu[fs amcvin5d.4sW,�r+enrt�ntctipsArnn�A 9 Y q�T . 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