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ASA-2015-03b OFFICE OF COMMUNITY DEVELOPMENT � �. CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N 4 (408) 777-3308• FAX(408)777-3333• planning�a cupertino.orq May 15, 2015 Kier&Wright Attn:John Noori 3350 Scott Blvd #22 Santa Clara, Ca. 95034 SUBJECT: ADMINISTRATIVE HEARING MEETING ACTION LETTER-ASA-2015-03, TR-2015-06 This letter confirms the decision of the Administrative Hearing Officer, given at the meeting of May 14, 2015; approving an Architectural and Site application to allow parking lot improvements and the construction of private, on-site, bus shelters; and a Tree Removal Permit to allow the removal and replacement of ninety-nine protected trees at an office complex, located at 20525 Mariani Avenue, according to Resolution No(s). 40 and 41. Please be aware that if this permit is not used within one year, it shall expire on May 14, 2016. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the mailing of the notification this decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, � %�'" 7 r- j�. � 'nii� i � �' ��=,�� Kaitie Groeneweg Assistant Planner City of Cupertino Enclosures: Resolution No. 40 and 41 CC:20525 Mariani Dr.,LP,c/o Menlo Equities,Attn:Henry Bullock,490 California Ave,4w Floar,Palo Alto Ca.94306 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 40 OF THE ADMINISTRATIVE HEARING MEETING OF THE CITY OF CUPERTINO TO APPROVE AN ARCHITECTURAL AND SITE APPRpVAL TO ALLOW PARKING LOT IMPRqVEMENTS AND THE CONSTURCTION OF PRIVATE, ON-SITE, BUS SHELTERS AT AN OFFICE COMPLEX LOCATED AT 20525 MARIANI AVENUE. SECTION I: PROJECT DESCRIPTION Application No.: ASA-2015-03 Applicant: John Noori(Apple Inc.) Location: 20525 Mariani Avenue APN#326-56-001 SECTION II: FINDINGS WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application for an Architectural and Site Approval permit to allow parking lot improvements as described in Section I. of this Resolution; and WHEREAS, the project is categorically exempt from the Califomia Environmental Quality Act (CEQA); and 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 hearing on May 14,2015 in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said 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 project is designed to minimize the impact upon the surrounding community and the environment. The site will provide sufficient on-site parking and the project will be part of a corporate bike sharing program and bus/shuttle program. Adequate emergency access has been provided on-site. A landscape buffer is provided around the project to allow privacy and to reduce impacts to neighbors. The project increases the amount of landscaped green space over the existing conditions. The project will incorporate both young and mature trees, and many native and drought tolerant plants. The project proposes to add 151 additional trees to the site. The design of the project and its Resolution No.40 ASA-2015-03 May 14,2015 Page 2 environmental attributes are not detrimental to the health, safety, and general welfare of persons residing or working in the neighborhood. 2. The proposal is consistent with the purposes of this chapter, 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: The project is in compliance with the General Plan and the Zoning regulations governing the project site. The proposed parking and landscaping is meeting the requirement in the Parking Ordinance and the tree replacements are exceeding the requirements outlined in the Protected Tree Ordinance. a. Abrupt changes in building scale should be avoided. A gradual transition related to height and bulk should be achieved between new and existing buildings. The Project approval does not propose any building changes and therefore this finding does not apply to this project. However, the applicant is retaining existing mature trees along the west property line shared with single family residences. These trees help screen the existing buildings from the neighbors. b. In order to preserve design harmony between new and existing buildings and in order to preserve and enhance property values, the materials, textures and colors of new buildings should harmonize with adjacent development by being consistent or compatible with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which they are situated. The location, height and materials of walls, fencing, hedges and screen planting should harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots should be concealed. The planting of ground cover or various types of pavements should be used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees should be avoided. Lighting for development should be adequate to meet safety requirements as specified by the engineering and building departments and provide shielding to prevent spillover light to adjoining property owners. The hedges and screen planting have been designed to minimize the impacts upon adjacent properties and to be aesthetically pleasing. Fire equipment and utilities will be shielded from view or set sufficiently back from the property line to not be vfsible. Landscaped areas have been increased on the site. The removal of healthy trees has occurred where there are direct conflicts with development, but will be replaced by more trees than are removed. The lighting for the development has been designed so as to not spill over onto adjacent properties. 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. The Project approval does not propose any signage and therefore this finding does not apply to this project. d. With respect to new projects within existing residential neighborhoods, new development should be designed to protect residents from noise, traffic, light and Resolution No.40 ASA-2015-03 May 14,2015 Page 3 visually intrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. The Project is designed to minimize impacts upon adjacent neighborhoods by the use of tree plantings. Landscape buffers are being proposed along the shared property lines and the existing buildings are setback from residential developments. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the Application No. ASA-2p15-03, is hereby approved; and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the public hearing record concerning Application ASA-2015-03 as set forth in the Minutes of the Administrative Hearing Meeting of May 14, 2015, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS Approval is based on the plan set titled "MA01- Parking Lot Repair Project, Apple", dated April 24, 2015, consisting of thirteen (13) pages, labeled title sheet, C-001, C-005, C-100, C- 200, C-201, L1.0, L1.1, L2.0, L2.1, L2.2, L3.0, and SK.L1 except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth in this resolution shall be incorporated with complete written annotated responses into the building permit submittal. 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. TR-2015-06 shall be applicable to this approval. 4. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 5. CONSULTATION WITH OTHER DEPARTMENTS T'he 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. Resolution No.40 ASA-2015-03 May 14,2015 Page 4 6. 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. 7. 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. 8. PARKING REQUIREMENTS In the future should any changes be made to the use of space the parking demand and supply must be reviewed and approved by the Planning Department. 9. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by Staff 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. 10. 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 permit." 11. 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 Resolution No.40 ASA-2015-03 May 14,2015 Page 5 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. 12. SCREENING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 13. TRANSFORMERS 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 or side building setback area. 2. LIGHTING COMPLIANCE All new lighting must conform to the standards in the Parking Ordinance, and the final lighting plan(including a detailed photometric plan) shall be reviewed and approved by the Community Development Director prior to building permit issuance. 14. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 15. 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 Resolution No.40 ASA-2015-03 May 14,2015 Page 6 Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 2. PEDESTRIAN AND BICYCLE IMPROVEMENTS Developer shall provide pedestrian and bicycle related improvements consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Guidelines, and as approved by the City Engineer. 3. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 4. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 5. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the ten percent flood water surface elevation to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. 6. UNDERGROUND UTILITIES Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. Resolution No.40 ASA-2015-03 May 14,2015 Page 7 7. BICYCLE PARKING Developer shall provide bicycle parking consistent with the City's requirements to the satisfaction of the City Engineer. 8. TRANSFORMERS 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 or side building setback area. 9. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company. 10. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 11. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 12. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. Resolution No.40 ASA-2015-03 May 14,2015 Page 8 13. EROSION CONTROL PLAN Developer shall provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 14. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 15. FULL TRASH CAPTURE SYSTEM The developer will be responsible for installing a full trash capture system/device to capture trash from the onsite storm drain before the storm water reaches the City owned storm drain system. A full capture system or device is a single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design treatment capacity of not less than the peak flow rate Q resulting from a one-year, one-hour storm in the sub- drainage area (see the Municipal Regional Permit section C.10 for further information/requirements). 16. TRASH, RECYCLING AND COMPOST RECEPTACLES The developer is required to install public bins (�30 gal) side-by-side for trash, recycling and composting, adjacent to the development to control pedestrian litter at the site. The type and location of the receptacles are subject to the approval of the Environmental Programs Manager. (CMC 9.18.210 P) 17. TRASH, RECYCLING AND COMPOST ENCLOSURES The existing trash enclosure must be sized in accordance the City's "Public Works Guidelines for Non-Residential Building Trash & Recycling Enclosures" posted at www.cupertino.org/nowaste. Modifications to existing facilities shall, to the maximum extent practicable, meet the Public Works Guidelines and shall be subject to the approval of the Public Works Director. Clearance by the Public Works Department is required prior to obtaining a building permit. (CMC 9.18.210 H&K) 18. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development and trash, recycling and compost enclosures. Plans for access must be reviewed and approved by the City's franchised refuse collector. 19. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 20. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. Resolution No.40 ASA-2015-03 May 14,2015 Page 9 21. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the location of any proposed Fire Backflow Preventers, Fire Department Connections and Fire Hydrants (typically Backflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100' of a Fire Hydrant). 22. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 23. DEDICATION OF UNDERGROUND WATER RIGHTS Developer shall "quit claim" to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley. SECTION IV: CONDITIONS ADMINISTERED BY THE ENVIRONMENTAL PROGRAMS DIVISION 1. TRASH, RECYCLING AND COMPOST RECEPTACLES Waste trios (recycling, organics, and garbage) are required at main building entrances and adjacent to the Mariani sidewalk (located on private property). Trios must be identified on the site plan (CMC 9.18.210). PASSED AND ADOPTED this 14� day of May, 2015 at a Regular Meeting of the Administrative Hearing Meeting of the City of Cupertino, State of California,by the following roll call vote: AYES: HEARING OFFICER: Chao NOES: HEARING OFFICER:none ATTEST: APPROVED: /s/Kaitie Groeneweg /s/Gary Chao Kaitie Groeneweg Gary Chao Assistant Planner Assist. Director of Community Development I � APR 2 4 2015 F3Y' OWNER APPLE INC. 1 INFINITE�OOP,MS 47-2DDC CUPERTINO,CA 95014 CONTACT: FRED AVERY PHONE: 510.331.6719 EMAIL favery@apple.com CIVIL ENGINEER!SURVEYOR NTERRA GROUP 1155 NORTH FIRST STREET,SUITE 214 SAN JOSE,CA 95112 CONTACT: JOHN NOORI PHONE: 408.390 5966 EMAIL: john@nterragroup.com LANDSCAPE ARCHITECT REED ASSOCIATES 477 S.TAAFFE STREET SUNNYVALE,CA 94086 CONTACT: PAULREED PNONE: 408.481.9020 EMAIL: ralainc@mindspring.com � LIGHTING CONSULTANT T.MARSHAIL ASSOCIATES 7042-B COMMERCIAL CIRCLE PLEASANTON,CA 94588 CONTACT: ANTHONYJONES PHONE: 925.734 9999 EMAIL ajones@tmarshall.com r ! �r � . ! � � �r � � • � � � � . �i�--�-�'/�._��,� ...�.. ,7 A� �V ! �." . . � _�"=�'-',�. � �.: _ ._ , ` _ .i I... ,.,.,��/� ,_�._., y�%�'�/��/.J ,.•. � � � J / l, � i � ■ r r � l iTE ACCESSIBIUTY NOTES STANDARD NOTES VICINITY MAP "`' 1 ALl SI7E WORK SHAIL BE iN CONFORMANGE WITH TITLE 24 OF THE CAI�FORNIA AOMINISTRATIVE CODE.THE q � ALL WORK SHAIL BE DONE iN ACCORDANCE VJITH THE RECOMMENDA710NS IN THE SOILS REPORT FOR 7NE PROJECT . � �-_ MERICANS WIiH pREPARED BY BAGG ENGINEERS.DATED SEP?EMBER 10.2012,FIIE NUMBER APPLE�04-00. i�i - '""""�-�� DISABIL�TIES ACT qCCESSIBILITV GUIDELINES(ADAAG).THE 2013 CALIFORNIA BUILD�NG CODE AND ANV LOCAL OR STATE �� . , � AMENDM17ENT5 THEREOF. 2. THE ORGANIC MATER�A�COVERiNG THE SITE SHALL BE STRIPPED AND STOCKPILED THE S7R�PPINGS SHALL BE USED TO . � �I � � � � '�,.,_. i. ;, __ BACI(FILL ALL�ANDSCAPE PLAN7ER5 AND ROUGH GRADE MOUND AREAS.AS SHOWN ON LANDSCAPE DRAWINGS.TO WI7HIN �"� �-- � ' ,;P� _ .,; - ..__-._- _'___'�-� . 2 ALL PEDESTRIAN SL'RFACES SHALL BE STABLE.FIRM,AND SLIP RESISTANT.SURFACES WITH A SLOPE OF LE55 THAN 6°o SLOPE 0.1'OF GRADES SHOWN.EXCESS STRIPP!NGS ANO E%CAVATED MATERIAL SHALL BE REMOVEU FROM TNE SI7E BY THE --��-�--�--------- - *� " � ,_ ✓, SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH SURFACES WITH GREATER THAN A 6°'o GRAOING CONTRACTOR. , L,. '�. SLOPESHAllBESLIPRE5ISTANT .. _...._.. ._... _. _, . .__ -__ .__ . ._ ._ ��-_-. -- � � 3. ADJUSTMENTS TO BUILDING PAD ELEVATIONS OR PARKING l07 GRADES TO ACHIEVE EARTHWOHH BALANCE SHALL BE MADE -- --� � --�-- �. � - ONLY WITH APPROVAL OF THE ENGINEER '-� "�� '� :.,- 3 A LEVEL AREA IS DEFiNED AS A SPECIFIED SURFACE THAT DOES NOT HAVE A SLOPE IN ANY DIREC710N EXCEEOING 1�.50(2%SLOPE). , � SURFACE SLOPES OF ACCESSIBIE PARKING SPACES AND ACCESS AISLES SHALL BE THE PAINIMUM POSSIBLE AND SHALL NOT ---.._ � !i �'. � EXCEED 1.50(2 o S�OPE)IN ANY DIRECTION � COMPAGTION 70 9E DETERMINED USING AS7pA 01557-LATEST EDI7ION ----. . I ., 5 THE TVPES IOCATIONS.SIZES�NO�OR DEPTHS OF EXISTING UNDERGROUND UTiLITiES AS SNOWN ON THE IMPROVEMEN7 VALLEY GREEN � I� WA�KS AND SIDEWHLKS� PLANS WERE OBTAINED FROM SOURCES OF VARVING RELIABILITV.THE CONTRACTOR iS CAUTIONED THA?ONIY AC7tJAl i�� '� � App I� i� 4. A WALK IS�EFINED AS A SURFACED PEDESTRIAN WAY NOT LOCATED CON7IGUOUS TO A STREET USED BY THF.PUBLtC A SIDEWALK EXCAVATION WILL REVEAL THE TYPES.E%TEN7,S12ES.IOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES.(A �- -- �� ,_-- �.., �II. I'I ''y IS DEFINED AS A SURFACED PEDESTRIAN WAV CONTfGU0U5 TO A STREET USED B�THE PUBIIC. REASONA6LE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES.)HOWEVER.THE I � �, �I� I ENGINEER CAN ASSUPAE NO RESPONSIBILITV FOR THE COMPLETENESS OR ACCURACY OF THE DEIiNEATION OF SUCH -�--� UNDERGROUNO UTIIITIES WH�CH MAY BE ENCOUNTEREO.BUT WHICH ARE NOT SNOWN ON THESE DRAWINGS. GREEN�EAF OR �.�_��- " � I g'� �' �� I I MA01 S itework 5 WALKS AND SIDEWALKS SHALL HAVE A CROSS SLOPE 7HA?DOES NOT EXCEED 1�50(2°6 S�OPE)THE SLOPE IN THE�IRECTION OF .._ ..,,.___ , . , . ,i. TRAVEL SHALL BE LESS THAN t.20(5°io SLOPEj.UNLESS OTHERWISE INDICATED AND SHALL HAVE A CONTINUOUS COMMON SURFACE - ----- I MARIANI AVE- i , �� -�� 6. CONTRACTOR TO VERIFV ALl EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR NOT INTERRUPTED 0V STEPS OR BY ABRUPT CMANGES IN LEVEL EXCEEDING 1!2 INCH AND SHALL BE A MINIMUM Oi 48 INCHES IN ' "�.- ��.i " _� ZO�JZS MARIANI AVENUE TO ANY SITE WORK.ALL WORK FOR ST�ORM AND SANtTARY INSrqLLATiON SHALL BEG!N AT THE OOWNSTREAM CONNECTION --��-� -,.- _ _-.-. .. ., I - - WiDTH. POINT THIS W Ill ALLOW FOR ANY NECESSARV ADJUS7MENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE �--- ----- ' -�- - - -- �� PROJECT ` , IF THE CONTRACTOR FAILS TO BEGIN AT rNE DOWNS7REAM CONNECTION POINT AND WORKS UPSTREAM.HE SHALL PROCEED - - --�-� ' TOWARD THE WALK.AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEF AT A DOOR OR GATE THAT SWINGS AWAY FROM THE �� ' �� m I LOCATION �'�� 'i �. 6 WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BV 601NCHES AT A DOOR OR GA7E THAT SWINGS AT HIS OWN RISK AND BE RESPONSIBLE FOR nNY ADJUSTMEN75 NECESSARV. �_,_ > -__- �i, i� WALI(SUCH WALKS SHALL E%7END 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE � SHOULD OISCREPANCIES EXIST BETWEEN THE ACTUAL ELEVATIONS AND�OCATIONS OF EXISTING UTILITV CONNECTIONS AND � ._ . -� � �. WALK THOSE AS SHOWN ON THESE PLANS.THE CONTRACTOR SHAL�NO71FV KIER 8 WRIGHT CIVIL ENGINEERS ANO SURVEVORS, . _.... - Z� ', � � i� INC..AT 1408)727-6665 BEFORE ADJUSTING UT!�ITV DESIGN Q�� tt�, ' ,� CURBftAMPS� HANFORO_DR . � I p� a li il I�, �( 8. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UT�LITV AND SEWER LINES WHERE THEV ARE Tp BE CROSSED � � � . --.-� w� �Z� , , _, N ,I 7. A CURB RAMP IS DEFINED AS A SLOPING PEOESTRIAN WAY.INTENDED FOR PEDESTRIAN TRAFFIC,WHICH PROVIDES ACGESS ABOVE OR BEIOW BY THE NEW FACILITY BEING CONSTRUCTED IN ORDER TO VERIFV THE GRADE AND TO ASSURE THAT p � ,� ��,' � �I, . � , BETWEEN A WALK OR SIDEWALK ANO A SURFACE LOCATEO ABOVE OR BEIOW AN ADJACENT CURB FACE.AS DIFFERENTIATED FROM ENGINEERS AND SURVEYORS,INC.AT 406/727-6665 AND REOUEST A StJRVEY CRE W TO MAKE THE DETERMINATION.PIPE � �-.._.� m i � ;' � A RAMP - _..._O�,, � ....: _-_:��!� I I I�� _._ Z i .'__. SHARL NOT BE STRUNG NOR TRENCHING COMMENCED UNTILOA LECROSS NGS HAVE BEEN VERIFIED OR CREARANCE`IF THE i L_LAZANEO DR I - CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE.HE WIIL BE SOLEIY RESPONSIBIE FOR ANV ExTRA WORK OR MATERIAL � ...._.. --�-�-�� - _�'�I�I 8. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE WITH A SIOPE NOT EXCEEDING 1.12(8.33�o SLOPE�TRANSITIONS FROM RAMPS REQUIRE�IF MODIFICATIONS TO THE DESIGN ARE NECESSARY. --^ O ' -` � ' .� ��--- �.� �� '�."J -- ` �;�(--�.�` TO WALKS,GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE.MAXIMUM SLOPES OF qN ADJOINING GUTTER, --- p. "� � �' I� I � , _ �� I ROAD SURFACE IMMEDIA7ELY ADJACEN7 TO THE CURB RAMP.OR ACCESSIBLE ROUTE SHAI.L NOT EXCEED t�.20(Sio SLOPE)WITHIN 4 g. THE CONTRACTOR SHAIL SET HIS STRING OR VJIRE THROUGH AT I.EASr rHREE GRADE S7AKE5 TO VERIFY THE GRADE.IF THE � < , " --�-"� . fEET OF THE 70P AND BOTTOM OF THE CURB RAMP THE S�OPE OF THE FANNEO OR FLARED SIDES OF CURB RAMPS SHALL NOT STAKES DO NO7 PRODUCE A UNIFORM GRADE.NOTIFV 7HE ENGINEER IP.1ME�IA7ELY AND HAVE THE GRADES CHECKED PRIOR ---- -_, m ' 'I � Z�r � EXCEED 1�.10 j10°o SLOPE) TO TRENCHING �.. _\.�..--��....ALV J .i_.. ��. �.I � -�:� y ' I _ __ -� .... F..i =i I:� ;��: 9. A LEVEI LANDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FUIL WIDTH TO PERMIT 10 STORM DRAIN PIPES DESIGNA7ED AS"SO"FROM 4'70 24"IN DIAMETER SHALL BE SDR-35 P.V C(GREEN-TITE PIPE Bv �. ES DR ' -""_�� I .J .v j�,�'i�� ¢'�! I �_J I, SAfE EGRESS FROM THE RAMP SURFACE,OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHAIL NOT MANVIILE OR APPROVED EOUAL).CLASS MDPE SMOOTH INTERIOR PIPE PER ASTM D3212(HANCOR SURE-LOK WT PIPE Oft NOT TO SCALE �, �' � ` ___ • EXCEEO 1 12(8.33°e SLOPE) APPROVED EOUAI)WITH CLASS 1 BACKFILL OR DUCTIIE IRON PIPE(D.I P j,IF SPECIFIED ON PLANS.NO MATERIAL � � � �� SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE ANV PIPES LARGER THAN 24'IN DIAMETER SHALL BE CLASS III LANDSCAPEIIRRIGATION NOTES ' • 10. 7RANSITIONS FROM RAMPS AND LANDING 70 WALKS.GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF qBRUPT CHANGES. R E I N F O R C E D C O N C R E T E PI P E(R C.P.j.H D P E A N D P.V.C PI P E S HALI O N LV B E U S ED WHEN THE MANUFACTURER RECOMMENDATION REGUIREMENTS ARE ME7 PIPE MADE OF ANY OTHER MATERIAL MAY BE USED ONLY AFTER APPROVA�OF � THE EXISTING GROUND COVER THAT IS DAMAGED DURING CONSTRUCTION SHA�L BE 11 MAxiMUM SLOPES OF ADJOINING GUTTERS,THE ROAD SURFACE�MMEDIATELY ADJACENT TO THE CURB RAMP,OR ACCESSIBLE THE ENGINEER. ROUTES SHAII NOT E%CEED 5 PERCENT WITHIN 4'-0"OF 7HE TOP AND BOTTOM OF THE CURB RAMP REPAIRED IN KIND TO THE SATISFACTION OF APPLE INC. 11. ALL UTILITY STRUCTURES INCLUDING.BU7 NOT LIMITED TO MANHOLES.CATCH BASINS,WATER VAIVES,FIRE HYDRANTS, 12. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8"FROM THE GUTTER TELEPHONE AND ELECTRIC VAULTS AND PULL BO%ES 7HAT LIE WITHIN AREAS EFFECTEO BY WORK ON THIS PRO.IECT SHALI F�ow�iNE eE no�usrEO ro�ftnoE ev 7HE coNTrtacTOR oit THE RESaECTivE uTi�iTV coManHV THE CONTRACTOR IS RESGONSIBLE 2. TNE EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED AS NEEDED TO ELIMINATE SPRAY • ro nFFECr cooROiNArioN ONTO ANY SIDEWA�K OR OTHER HARDSCAPE AREAS. � � t3 ACCESSIBLE RAMPS SHALL HAVE A 12'WIDE BORDER W!TH 1I4"GROOVES APPROI(IMATELV 3/4'O.0,SEE GROOVING DETAIL THE 72, qLL AREAS TO BE GRA�ED AT 1°-o MINIMUM FOR DRAINAGE EXCEPT A�ONG FLOWLtNE OF CURB AND GUTTER OR VA�LEV SURFACE OF THE RAMP SHAII.HAVF A TRANSVERSE BRnOMFD cI/RFAf.F TF%Tt iRF RnI.If;HFR THAN THE SI IR�pIJND�NG S�DEWALK ^vUTTER,AS SHOL1'�; �. PRIOR TO CONSTRUCTiON THE CONTRACTOR SHALL EVALUA'E THE EXiSTING � 74. IF LOCATEO ON A CURVE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL.BUT THE MINIMUM WIDTH OF THE RAMP SHAIL 8E 4'-0'. 13. CONTRACTOR SHALL GRADE EVENLV BET�NEEN SPOT ELEVATIONS SHOWN. CONDITIONS AND DETERMINE NECESSARY LANDSCAPE B�IRRIGATION MODIFICATIONS. THESE MODIFICATION SHALL BE PRESENTED TO APP�E INC.,MARIA MOULES(OFFICE: � 15. GURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WID7H AND MIN.DEPTH OF THE RAMP. 14.PROPOSED SPOT GRADES(ELEVATIONS)SHOWN HEREON ARE F!NISHED PAVEMENT GRADES.NOT TOP OF CURB GRADES. 4OA-J74-0498.CELL:408-595-2B39�PRIOR TO START OF CONSTRUCTION. DETEC7ABLE WARNING SURFACES SNALL CONFORM1I TO THE DETAfLS ON THIS PLAN AND CAIIFORNIA BUILDING CODE.D�MENSIONS UNLESS NOTED OTHERWISE, AND PLACEMENT OF DOMES SHALI COMPLY WITH THE MOST CURRENT CALIFORNIA BUIIDING CODE RE�UIREMENTS,AS MANDATED BY THE LOCAL JURISDiCATION. �5.ESTIMATED EARTHWORN QUANTI7IES�.EARTHWORK QUANTITIES SHOWN{IF ANYj,OR OTHERWISE SUPPLIED 8Y KIER 8 4. ALL MODIFICATIONS SHALL BE DONE TO THE SATISFACTION OF APP�E INC.,CONTACT: WRIGHT.ARE APPROXIMATE ONLY AND SHOWN FOR TNE PURPOSES OF CALCULATING GRADING PERMIT FEES.KIER 8 WRIGHT PAUL CEBROWSKI,08M LANDSCAPING SUPERVISOR,408-974-6689. � i6. UTIIITY PUIL BOXES.MANHOIES,VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP SHOULD ASSUMES NO LIAOILITY FOR THE ACCURACV OF Tt1ESE QUANrITIES BE RELOCA7ED OR ADJUSTE�TO GRADE BY PRIOR TO,OR IN CON.IUNCTION WITH.CURB RAMP CONSTRUCTION. 16 WHEN A GRADiNG PERMIT IS ISSUED ON 7HIS PROJECT THE AGENCY APPROVAI.APPLIES ONLY TU GRAOING.THE PERMIT SCOPE OF WORK • � RAMPS. CONTRACTOR IS RESPONSIBLE FOR SECURING AL�OTHER NECESSARY PERMI7S 70 ACCOMPIISN PROPOSED SITE WORK.�T IS STRONGLV RECOMMENDED TMAT THE CONTRACTOR OBTAfN ALL NECESSARV UNDERGROUND PERMI7S BEFORE ROUGH 17. A RAMP IS DEFINED AS A WALKING SURFACE WHICH HAS A RUNNING SLOPE GREATER THAN 1�.20(5°.%SLOPE)INTENDED FOR GRADING THE SITE.AS REVIStONS TO UNOERGROUND FACILITIES MANDATED BY PLAN CHECKING AGENCiE5 MAV THIS PERMIT PACKAGE IS FOR PAVEMENT REPAIR AND OVERLAY OF THE EXISTINC�PARKING PEDESTRIAN TRAFFIC AND AS DIFFERENTIATE�FROA1 A CURB RAMP.ANV ACCESSIBLE ROUTE OF TRAVEL SHAIL 8E CONSIOERED A SUBSTANTIALLV EfFECT GRADING INCLUDING FINISHED FLOOR ELEVATIONS LOT,REMOVAL OF DAMAGED CURB DUE TO TREE ROOTS.INSTALLATION OF NEW RAMG IF ITS SLOPE IS GREATER THAN 1�.2D si s�oPEj REPLACEMENT CURB,INSTALLATION OF LANDSCAPING,ACCESSIBI�ITY IMPROVEMENTS.SITE ( 17.THE CONTRACTOR SHALL VERIFV THE CONTENTS AND 7HtCKNE55E5 OF THE BUILDING SLAB SECTION(IE�.CONCRETE.SAND. LIGHTING.NEW TREES AND INSTALLATION OF ELECTRIC VEHICLE CHARGING STATIONS. � ROCK)WITH THE STRUC7URAL PLANS AND THE ELEVATIONS SHOWN HEREON PRIOR TO COMMENCEMEN7 OF GRADiNG 78 RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48 INCHES.UNlE5S REOUIRED TO BE WIDER BV SOME OTNER PROVISION OF THE OPERATIONS TREE REMOVALS ARE PART OF A SEPARATE APPUCATION AND ARE SHOWN HERE FOR CODES IN EFFECT THE MAXIMUM S�OPE OF A RAMP SHALL BE t�.12(8.33°ti SLOPE).THE MAXIMUM RISE FOR ANV RUN SHALL BE 30 INCHES.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1.50(2°�o SLOPE). 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH APPLICAB�E O S H.A.REGULATIONS REFERENCE. 19. LEVEL RAMP LANOINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP.INTERMEDIATE IANDINGS SNALL BE 19.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. APPLICABIE COOES PROVIDEO A7 INTERVALS NOT EXCEEDING 301NCHES OF VERTICA�RISE AND AT EACH CHANGE Of DIRECTION.LANDINGS ARE NOT CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPIETE RESPONSIBILITY fOR JOB SITE -��-�� - CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP TOP�ANDINGS SHALL BE NOT LESS THAN 60 CONDI710NS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT.INCLUDING SAFETV OF Al.l PERSONS AND . 2013 CALIFORNIA BUILDING CODE INCHES WIDE AND SHAIL HAVE A LENGTH OF NOT�ESS THAN 60 INCHES IN THE DIRECTION OF RAMP RUN LANDINGS AT THE PROPERTY.THAT THIS REQUIREMENT SMAIL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMiTEO TU NORMAL WORKING . 2013 CALIFORNIA ELECTRIC CODE BOTTOM OF RAMPS SHA�L HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. HOURS.AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND.INDEMNIFY AND HOLD DESIGN PROFESSIONAL , z013 CALIFORNIA GREEN BUILDING STANDARDS CODE HARMLESS FROM ANV AND ALL LIABI�ITY,REA�OR 4LlEGED.IN GONNECripN WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF�ESIGN PROFESSIONAL • UNDERWRITERS IABORATORY(UL)LISTED CHARGING SYSTEMS . TITLE 24 ALL LOCAL 8 STATE AMENDMENTS PUBIIC WORKS GENERAL NOTES ABBREVIATIONS PROJECT SHEET INDEX 1 APPROVAI OF THESE PIANS DOES NOT RELEASE THE OWNER AND%OR CONTRACTOR OF THE RESPONSIBILITY fOR THE CORRECTIONS A.C. ASPHALTIC CONCRETE //�\� OF MISTAKES,ERRORS.OR OMISSIONS CONTAINED THEREIN.IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS,PUBLIC AB AGGREGATE BASE i�� INTEREST REQUIRES A MODIFICATION OFiOR A DEPARTURE FROM THE GITY OF CUPERTINO SPECIFICATION OR TNESE IMPROVEMENT __. . ...... . ..._... .......... ....... ......... .�..... PLANS,THE CITY ENGINEER SHALL HAVE THE AU7HORITV TO REOUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE AC ASPHALTIC CONCRETE � . . '.. MANNER IN WHICH THE SAME�S TO BE COMPLETED,AT TNE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. qDJ. ADJACENT OR ADJUST � � � '� 2 CONTACT pUBLIC WORKS,(408)777-3104,FOR INSPECTION OF GRAOING.STORM DRAINAGE.AND PUBUC IMPROVEMENTS B�N BACK OF WALK W �. '.a �, � DIA. DIAMETER m w a � a REVISIONS AND ISSUES 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. � �J �'H,�i� '> �.. DTL. DETAIL � � °� m'� °� � issuEFORSio oi.�s.�s W w ��I�� 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTRO�AND INSURING THE AREA ADJACENT TO THE WURK IS LEFT IN A CLEAN CONDITION. EX. EXISTING z ~ � m o I�o�a o �', � PLAN REVISIONS �� 0424.15 FOC FACE OF WRB 2 = o'- ��'I�� 4'- ` 5 CONTRACTOR SHALL REVIEW CITV DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. � '.� �wQ�'�wQ �w4.�wQ I', .; . .._.. .. ... ��;.. �� FF FINISH FLOOR " 6. UTILIZE BEST PAANAGEMENT PRACTICES(BMPS�,AS REQUIRED BV THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY FT FEET d�I¢� a� �� ACTNITY.WHICH DISTURBS SOIL. a�'� I . GB GRADE BREAK C-001 'NOTES.LEGEND 8 ABBREVIATIONS • • , • • -� ! i7. A WORK SCHE�ULE OF GRADING AND EROSION&SEDIMENT CONTROL PIAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST LIP LIP OF GUTTER C-002 CONSTRUCTION BEST MANAGEMENT PRACTICES • j �� 15.NO HtLl51DE GRADING SHAIL BE PERFORMED BE7WEEN OCTOBER 1 AND APRIL 15. MAX MAXIMUM � ��'. � ' I '. �� ! � C-003 �,SITEWORK SPECIFICATIONS • ', � 8 ALL NEW ELECTRICAL SERVICE(POWER,PHONE,ANDlOR CABIE)SHALL BE UNDERGROUNDED � � �� --�- - � '-�� -�� MAX. MAXIMUM � C-004 CONSTRUCT!ON DETAILS • ' MIN MINIMUM -,, _, - -- - 9. TO INITIATE RELEASE OF BONDS,CONTACT 7HE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION � 'I I • .' _ . O.C. ON CENTER I C-005 'CONSTRUCTION DETAIIS • 10 ALL DOWN SPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIREGTED AWAV FROM BUILDING FOUNDATIONS AND DIRECTEO TO pCC PORTLAND CEMENT CONCRETE C-006 �CONSTRUCT,ON DETAILS • �' ---�� --�� '��- LANDSCAPEDAREAS. . , . '� PV PAVEMENT , C-1D0 I TOPOGRAPHIC SURVEY • • • � • 11. A LICENSEO SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL PREPARE AND SUBMIT TO THE PUBLIC WORHS OEPT.AN E�EVATION PVC POLYVINYL CHLORIDE ' `, � � �� ' - � � ��' CERTIi1CATE FOR THE NEW STRUCTURAL/ADDITION. ` , i G200 I OVERALL SITE PLAN • • • • � �� REL. RELATNE I - + 12. PRIOR TO BEGINNING WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULIING AN S�W SIDEWALK -� �"� G201 'HORIZONTAL CONTROL PLAN • ��. • • '�. • '�� ENCROACHMEN7 PERMIT FROM THE PUBIIC WORKS DEPARTMENT. TC TOP OF CURB -.= �� I '� �� L G300 ,ADA IMPROVEMENT PLAN • I TR TOP OF RAMP Know what�5 UeIOW G301 ADA IMPROVEMENT PLAN • ' TYP. TYPICAL . { T UP UTILITY POLE Y • 9 ADA IMPROVEMENT PLAN • ' , � � �OII 8��before ou di c-soz I' , I I • I �;� .. BACKGROUND INFORMATION NOTE oescRiPTioN onTe �1 0 �EXISTING TREE REMOVA�AND PROTECTION PLAN • EXISTING TREE REMOVAL AND PROTECTION PLAN _� CAUTION!!THE EXISTING UTILITIES AND SITE CONDITIONS ON THESE DRAWfNGS ARE BASED �� NOTES nND LEGEND � ' � '� ON VARIOUS SOURCES OF DATA. NOT ALL INFORMATION SHOWN ON THE TOPOGRAPHIC L2 0 LANDSCAPE HYDRO-ZONE PLAN • � • I • SURVEY BACKGROUNDS HAS BEEN FIELD VERIFIED.ALL INFORMATtON SHALL BE VERIFIED z i �qNDSCAPE iRRiGA?ioN Pi.AN • • • '' • �\ IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. I L2 2 LANDSCAPE IRRIGATION LEGEND AND NOTES • • • ' • i �� '�`�'� ��L EXISTING UTILITIES EXISTING WITHIN THE PROJECT AREA MUST BE POTHOLED AND �3 o P�ANTING PLnN • � • '� • , FIELD-VERIFIED PRIOR TO CONS7RUCTION.CONTRACTOR IS RESPONSIBLE FOR �a o LANDSCAPE CONSTRUCTION�ETAILS • ' '. _ �jj t !%)� DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTIUTIES PRIOR TO L4.t tANDSCAPE CONSTRUCTION OETAILS • j �°• ` � s-��`�.:�__..�_�.._..�..>...._.. .. COMMENCING WORK. KIER&WRIGHT SHALL NOT BE LIABLE FOR ANY DAMAGE OR REPAIRS ' I, PRO�EC7 NUMBER ts-ooa • L42 LANDSCAPE CONSTRUCTION DETAILS • TO EXISTING UTILITIES DUE TO DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE i DESiGNED JN DRAwN STnFF L5 0 APPLE LANDSCAPE INSTALL SPECiFICATIONS • / SHOWN ON THESE DRAWINGS. I DATE APRIL 20i4 SCALE AS SHOWN , / % L51 LANDSCAPE SPECIFICATIONS • i SHEET NAME / �r ��/ ��• / PROJECT BENCHMARK Eo, I�icHTiN�covER sHEEr . ; E12A 'ELECTRICA�DETAILS • ' � NOTES LEGEND Ol BM-134,SANTA CLARA VALLEY WATER DISTRICT BENCHMARK: i ' e / „ E21 I SITE LIGHTING PLAN.EV POWER P!AN.SCHEDULES • � ABBREVIATIONS v� BRASS DISK ON NORTHERN HEADWALL AT THE NORTHEAST CORNER OF THE SK Lt ',OvERA��SiTE�iGHTING PIAN • • • ' • BRIDGE AT CALABAZAS CREEK AND INTERSTATE 280. � ' '�-i�'�'`'`'`'`"�"`"��'�"�1'��'�'1'�'\ '�1'�'�'�'�"r'�'�'1'�'�'�'�'�I �� GENERAI NOTES.ABBREVIATIONS.SCHEDULES AND� I , SHEET NUMBER ELEVATION; 172.92 FEET (NAVD 1988 DATUM) �S�� I SYMBOL LEGEND 'i !� /St 0 ��.BUS SHELTER PLANS AND DETAILS ��, �'� ��.��.��.� � ��....��w��.�� C-001 %_�� i� ,w '� ;�i �� , :. � _. __.: ..> �-�--:�/c/ �I-°��G'/� �� .3� 5-1l2' I ...3�" _� r_2-3;4" I'�t --7-i;Z�. � �-----� ( sa i2 RE�UIRED� 9",TVP I- � � � ' #412 RE�UIRED) __� �_'.��--� WHEELSTOPS EDGE OF PAVEMENT OR FACE OF CURB - ..E`.1�l�C t?'MIN 12'MIN LIP OF GUT7ER! AC DEEPLIFT�CONfORM' FACE OF CURB� SAWCU7 �'—_ "_ � LEXISTING � PAVEMENT �L6"MIN OR MATCH EXISTING IF GREATER 1 IF THE CONTRACTOR DAMAGES E%ISTING ASPHAIT SECTION DURING THE REMOVAL/INSTALLATION OF CURB AND GU7TER,OR AT THE DISCRETION OF THE INSPECTOR,THE AC WILI BE REPAIRED 8�SAWCUTTING 12"MINIMUM BACK FROM THE LiP OF GUTTER AND INSTALLiNG A 6'MINIMUM�EEP LiFT A.C.SECTION AND A 2'A C.CONFOFM AS NEEDED 2 DEEPlIF7 SECTION MAV VARY,SEE PLANS FOR MINIMUM DIMENSIONS CURB REMOVAL&REPLACEMENT NHITE BORDER TIONAL SYMBOL OF BILITV PER 118-703 7 2.1 ,CKGROUND BIUE �COLOR NO.15090 ;AL STANDARD 5958 INTERNATIONAL SYMBOL OF ACCESSIBILITY I.S.A.PAVEMENT MARKING r�--24"(17`MIN) -7 I � UNAUTHORIIED 4EHICLES PARKED IN DESIGNATED ACCESSIBLE i SPACES NOT DISPLAYING � DISTINGUISHING PLACARDS OR :, SPECIAL LICENSE PLATES ISSUED Z FOR PERSONS WITH DISABILITIES g WILL BE TOWED AWAY AT THE OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT � OR BY TELEPHONING BLACKBORDER 1'MIN.(25mm)HIGH B�ACK LETTERING BACKGROUNDTO BE WHITE.RETRO- REFLEC7IVE U.O.N. VERIFV APPROPRIATE INFORMATION PRIOR TO SIGN PRODUCTION �� SIGN SHALL COMPLY WITH CBC SECTION 1185026,AN�BE POSTED 'i�....W,/�.GONSPiCU0U5 PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITlE.�,,OR IMMEDIATELV ADJACENT TO AND VISIBIE fROM EACH ACCESSIBIE STA��OR SPACE l� �� UNAUTHORIZED VEHICLE SIG GE 50°-o MA% . . .�RAMP AT 1�12 A1AX � j --t 4�-0"MIN.LANDING rGUTTER I RETAINING CURB � j"�-:-'i_'2' I�°Z 0°o MAX SLOPE I �fLUSH AT LANDING - � SECTION A CONSTRUCT GUTTER PAN IF ___� -- SI10WN ON PLANS;NOTE 21 � m � � �� _ � j w u 2 r_ � Z 0 5 a �\_.._._.- � V � � I � I � �S 7(7 U W �2 LL+ RAMP AT 1.12 MAk RETAINING CURB � w�, �z �a 112 =a MA% �w O W 3`� � --3'-0'DEPTH---- _ 4'-0"MIN.LANDING ..........--��-- �@ 2.0°o MAX.SLOPE t�2 _7RUNCATED DOMES 12 - coos NOTES_ 1 THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8"FROM THE GUTTER FLOWUNE, AND EXTEND 36'IN DEPTH. 2. MAXIMUM SLOPES OF ADJOINING GUTTERS,THE ROAD SURFACE IMMEOIATELV ADJACENT TO THE CURB RAMP.OR ACCESSIBLE ROUTES SNALL NOT EXCEED 5 PERCENT WITHIN 24"OF THE BOTTOM OF THE CURB RAMP 3 THE RAMP SHALL HAVE A 12'WIDE BORDER N'ITH t'4"GROOVES APPRO%IMATELV 3/4'ON CENTER.SEE GROOV�NG DETAIL.THE SURFACE OF THE RAR1P SHALL HAVE A TRANSVERSE BROOMED SURFACE TE%TURE ROUGHER THAN 7HE SURROUND�NG SIDEWALH. 4. ALL DETECTABIE WARNiNG SURfACES SHALL BE CAST-IN-PLACE.BOIT-ON GR GLUE-ON MATERIALS ARE NOT TO BE USED.ALL MATERIALS MUST HAVE MIN 5 VEAR WARRANTV IN COMPLIANCE WITN C�TY STANDARD SPECIFICATIONS CONTRACTOR SHAIL PROVIDE CUT SHEETS TO CITV FOR APPROVAI ACCESSIBLE RAMP-TYPE III SEE PLANS FUR I:UFiB F2AMP UH F'tUESTItIl1N ROUTE CONDI710NS AT ACCESSIB�E SrqLLS ,_ . 70 SOUARE INCH ACCESSIBILITY .05 SIGN PER C8C SECTION 718-502 6 �o� _ ��,, ; _ ---i--! `NNEEI STOP O6 �;,.. ; .. , �� __ '� I.OADINGBUNLOADWGACCESS --...___ r-----_..._ '� �`� ��, - � AISLE.BORDER PAINTED BLUE \�, � \� STRIPES AT 36'MAX ON CENTER. Z _ .___ __..___.___ ._.._yt ..-_._ PAINTED A COLOR CONTRASTING - ,\\'�, , WITH THE PARNING SURFACE, g I - ��`�+ EITHER PAINTE�BIUE OR WHITE _ �. ��' SURFACE SLOPES OF ACCES518LE PARKING �� , _ '� SPACES ANO ACCESS AISLES SHA�L BE THE ' ' - � -'-?�-- MINIMUM POSSIBLE AN�SHALL NOT EXCEED i j t�.50(2°�o SLOPE)IN ANV D�RECTION. �i �� - Na--��',', -� �i TVPICAI PAVEMENT SVM00L.I.S.A OB �! � ' ,�� PER CBC SECTION 118-703 7.2.1 � ;; � ��PARKINGj�� _- �� ;; -- : _— --- -�� I I DIMENSION TO Gl OF STRIPE � -9'-0"MINIMUM----+� ��--�-�-+-�--�---9-0"MINIMUM �-� WI7NIN THE LUADING 8 UNLOADING ACCESS 5'-0'MINIMUM WIDTH AT TYPICAL AISLE PAINT'HE WOROS"NO PARKING"IN 12" ACCESSIBLE PARKING STALL HIGH F.AINIMUM WHITE I.ETiERS SO THAT IT IS 8'-0'MINIMUM WIDTH AT TVPICAI VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS VAN ACCESSIBLE PARKING STAIL TYPICAL ACCESSIBLE PARKING CONFIGURATIONS ACCESSIBLE PARKING STALLS �� p ' ��.... %..�.., . ,Q � 1 Q� �J O � �� a� �T I �,,�.. t .�,-�._... .. . ACCESSIBLE ROUTE STRIPING DETAIL STRIPES AT 36"MAX ON CENTER. ^_ ___PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE. EITHER PAINTED BLUE OR WHI7E. OF STRIP�NG FL'JSH LANDING-----------� ---�--, -� �- �� ----�- -��- �---�-� . KEYED VERTICAL CURB OR __ _____ ,; � CURB 8 GUTTER BEVON� CONSTRUCT GUTTER � r IF SHOWN ON PLANS--� 5 0°b ` I ISEENOTE28ELOWi —, '.. � _ Zp°� MAx MAX 1 �. _._._____ ___ ._._.__ ._I 6'RETAINING CURB FLUSH CURB KEV SEE CUke __ SECTION A 6 GUTTER OETAIL FOR DEPTH 5'-0"MIN LANDING RAMP AT 1.12 MAX - �2° a'-0"MIN.LANDING I PARALLEL TO RAMP 'I� Y� �j- ��j-�(¢2.0".o MAX.SLOPE � I �._..._. ... _. _ .. . _-..___... _. _..... RE7AINING CURB � _ ..._.—_�_ FLUSH CURB SECTION B �a 5'-0"MIN LANDING 4'-0"MIN LANDING IPARALLEL TO RAMP-'� - RAMP AT 1.12 MAX.-. ---�. —......---*-�a 2.0°io MAX.S�OPE . ._............. .. ...... .. ..... ...._..7— _ -_t2' I RE7AINING CURB � { ( 12 TRUNCATED DOMES �. � wN .._.. . __.__._—_._-__ ___..._. ._...._._ . c�ioo'- �: �z J 20°ro� F 112 jaJ SEE PLAN FOR CONDITIONS T �MAx. w MAx iw ON SI�ES OF EACH RAMP � � o ON o �S II � � 1 � �KEVEO FLUSH CURB � TAPERED CURB ACROSS LANDING . .. . _.. . . .... _...__. ___ CONSTRUCT GUTTER fIF SHOWN ON PLANS; ^ � GROOVING DETAtL 12 CiA1G lL CURB HEiGHT NOTES t THE EOGE OF THE DE?ECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8"FROM THE GUTTER FLOWLINE. ANO EX?END 36'IN DEPTH. 2. P�1A%IMUM SLOPES OF ADJOINING GUTTERS.THE ROAD SURFACE IMMEDIATELY A�JACENT?O THE CURB RAMP.OR ACCESSIBLE ROUTES SHAL�NOT ExCEED 5 PERCENT W ITHIN 24"OF THE BOTTOM OF THE CURB RAMP 3 TNE RAMP SHAI.L HAVE A t2"WIDE BORDER WITH 1l4"GROOVES APPROxIMATELV 3/4'ON CENTER.SEE GROOVING DETAII THE SURFACE OF THE RAA1P SHALL HAVE A 7RANSVERSE BROOPAED SURFACE TEXrURE ROUGFIER THAN THE SURROUNDING SIDEWALK 4. ALL DETECTABIE WARNING SURFACES SHALL BE CAST�IN-PLAGE.BOLT-ON OR GLUE-ON MATERIALS ARE NOT TO BE USED.A��MATERIALS MUST HAVE MIN.5 VEAR WARRANTV IN COMPLIANCE WITH CITV STANDARD SPECIFICATIONS CONTRAC70R SHALL PROVIDE CUT SHEETS ` TO CITY GOR APPROV�I ACCESSIBLE RAMP-TYPE I 01 ' A:.,. � ��_��.� �� } � n "� __ _ -_ __� ) ,�t� 1„ �,_� __—. � . . 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THIS IS NOT A BOUNDARY SURVEY.NO 1IA61LITY IS ASSUFAED BY KIER&WRIGHT FOR THE � BFP BACK FLOW PREVENTER EXISTENCE OF ANV EASEMENT.ENCUMBRANCES.DISCREPANCIES IN BOUNDARV OR TITLE AD.IACENT PROPERTY LINE --�� ----� B�l BOLLARD DEFECTS NOT MENTiONED�N SAIO DOCUMENTS AND 7HEREFORE NOT SHOWN ON THIS BRK BRiCKPAVERS DRAWING. /' CENTERLiNE � ----- --�-��- - BTM BOT70M I BW BACKOFWALH .� �'" ' EASEMENT - - - - - - - C CONCRETE 2 THE TVPES,LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS :- � cB cAicH&45IN SHOWN ON THIS SURVEV`NERE OBTAINED FROM SOURCES OF VARYING REIIABIIITY.THE � / BUILDiNG LINE WITH DOOR � � CO CLEANOUT CONTRACTOR IS CAUTIONED THAT ONIY ACTUAL EXCAVATION WtLI REVEAI THE TYPES, �\ /.,� •�� / REDWOOD HEADER ... . . ........ COL CULUMN EXTENT,SIZES.LOCATIONS AND DEPTHS OF SUCH UNDERGROUND U71lITIES.IA \_�.- _��-��/J1.-%�� DI DROP INIET REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOW ��,f ` DIA DIAMETER ��,///�� ,,,///'''�� LIGHT ! DR DOOR UNDERGROUND UTILITIES.)NOWEVER,THE ENGINEER CAN ASSUME NO RESPONS181LI7V FOR � J��/+1 l�� l��(7 STREET LIGHT ��-� EB ELECTRIC BO% � THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES /' �� J ,��_\��. EV ELEC7RIC VAULT `NHICH MAY BE ENCOUN7ERED.BUT WH�CH ARE NOT SHOWN ON THESE DRAWINGS. PROJECT NUMBER 15-004 ... . ... ! •-e• . .. . .._.__. ._... � � � � i �/ FIRE HVDRANT Ew EDGE O�WALK . �"• Ff FiNiSH FLOOR 3 BENCHMARK.BM-134 SANTA CLARA VALLEV WATER DISTRICT BENCHMARK.BRASS DISK ON DESIGNED JN�.ORAWN STAFF CLEAN OUT �� FH FIRE NVDRAN7 NOR7HERN MEADWALI AT THE NORTHEAST CORNER OF THE BRIDGE AT CALABA2A5 CREEK ---�--�--�-�-�� --•--- --�� -�-- � FL FLOW IINE AND INTERSTATE 280.ELEVATION�172.92 FEET.DATUM.NAVD 1988. DATE APRIL 2014�SCALE AS SHOWN / VA�VE -: FOB F15EROPTICBO% �� i� �/%��% GB GRAOE BREAH �� T CATCHBASINl�ROP�NLET �.�-Jp GRN GROUND 4 APN 316-23-025 SHEETNAME WA7ER METER �., HDR MEADER � .1.1 INV MVERT ELEVATiON 5 FLOOD 20NE NO7E THE SUBJECT PROPER7V IS SHOWN ON THE FEOERAL EMERGENCV fIRE DEPARTMENT CONNECTION ��N LiP OF GUTTER MANAGEMENT AGENCV fIOOD INSURANCE RATE MAP,COMMUNITY PANEL NUMBER 060339 , L/S LANDSCAPE 0209 H.DA7ED MAY 18.2009,AS BEING I.00ATED IN FIOOD ZONE"X";AREAS OF 0.2°-o ANNUAL BACK FLOW PREVENTER �T STREET LIGNT /J NO. NUMBER CNANCE FLOOD�,AREAS OF 1/ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS TOPOGRAPH IC SU RVEY G/ �� + �/�'�� POST IND�CATOft VAIVE � P i E E PRNA7E INGRESSIEGRESS EASEMENT THAN 7 FOOT OR WITH DRAINAGE AREAS LESS THAN i SOUARE MILE;AND AREAS OF 7" / ,� C�� G " P 5 D F. PRIVATE STORf.A DR4�NAGE[AS[MEN� PROTECTED I.EVEES FROM 1°�o ANNUAI CHANCE FI.00D INfORMATION WAS 08TAINED FROM UTI L IT Y BOX(5 1 2 E V ARIE 51 �'S E PUBt.IC 5[RVICF FASFMFNT T H E F E D E R A�E M E R G E N C Y M A N A G E M E N T A G E N C Y(F E M Ai'N E B S I 7 E O N A P R I L 2 0.2 0 1 1 '-�' PV PAVEMENT� � BOLLARD . RIM RIM E�EVATION 6. BASIS OF BEARINGS.THE BEARING OF NORTH 49`O6'20"W EST TAKEN ON THE CENTERLINE OF RD ROOF DR41NS CONTOUR S.D E SrpRM URniNFGF EASEMENT PRUNERIDGE AVENUE AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON SHEET NUMBER S 4V[ SIOEwALK EASEMEN� OCTOBER 1,1976 IN BOOK 380 OF MAPS A7 PAGE 49,SANTA CLARA COUNTV RECORDS WAS INDEX CONTOUR � 7C 70P OF CURe 7AKEN AS 7HE BASIS OF ALL BEARINGS SHOWN HEREON. 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', �� . r ___ _ . . --"�-� � . , l 42� _ '` . .- __" � J . --�,'��'G,� - ____- - � I -- --�- ��- O EX�STKVG TREE TO REMAIN AND PROTECT. I . . . . .--- . � . � -"q�---�--�-� � V../ , � a i . . ---- -- . �- , -- -, �. - ._ �//:� . - ----_ �� '� _�_ --__- �.�''--:.�..�:.�� . .. - . � �.. . -1� � __ . -- '- -- ) -.-.-,.,.,i,, . .�. 4 - " r- - _.� � � TREE PQOTEGTION FENGE. GOMPLY WITN taoX --- .. - ---�- -.------ X a2 . � � -F ORDWANCEOF REGULATIONSEE PROTEGTION FENGYVG I _ � I / . .JJ.}.- . ��l � � . -. .._ � --- -.^�--�- �� O , . (SEE DETAIL ai-n2 ON SF�ET LI.0) i %=�!�//��/ �� . _. . �� X 1 7...._. -j JC)36 .�.5_. --l-klt , -_ � I __-__.-._ ' /-1/ � \/\tha �/ I - �% \./- � . . . �.:,.�.:.. �. �.-.- I 3 t39 � � . ; ' �� O33 i 17 ' i � f � - I � � I i _..... � II � '\ . - i5 1 i- 12�/ I , . I �� -�._. i� � . . _ _.. i �_;I REVISIONS AND ISSUES � . � ` .��' . . �� q 7�X 1 I. I _. ......_ .. " . .. � ISSVE FOR BID 01.19.15 I � PLAN REVISIONS 64.24 15 � ' � ` � � ` i f �_ , ; �� . � __ . .: _______ _ n � :� , � , ; , , — ,o _ --- --- — � � 36 �. � . � ��' ; : ��, �,. � . �_ix . . I . . ,�,f �X ,` � . .... � I. '' ,. . , . . �8 - . - � . I� 113 1 � • � i m , �' ,. �...r_`...� .�'�.i ' ; � i I i /� �/ ' _� .//. 1 � 4 i i X8) f gX 5/'� -�_ ... . � j 32 21 v ,_,:�i . , . . � .. ._ ._...._____._.-_-___ ._.'_. �' . ,30 28 26 19/� 1 i �� i __ __ � � 1 x iK O I � � • ��1J I'� �� j� 4 -3� - .. , so . __- .- - • 7. •2b 26 22 � , _ 37• S: � .��..: ______� ' . ..' �. r" � .�� i . + " �" �� " � •uv n[c .^� ;MV acc. ns e i«c�� • � . -- -: -- �i- . . . ... _-,,� -- ._ -� _ : � - - - -- - i .. . . . ... . ., � . .... ._ . � .: �_ .. � ,. � . ' . . . .. I . .----- -- . . �I � ..� .. I.. � . , ��s. i . . �n.. ;a� .. ,�' - . i i _ - 1 MARIANI AVE. �� , V - ----- ---- I li W 1,4 I � , � 16iRA'/ . " �' .. ... . ... ... .. ..... � I6'WRV .. . I " a ,- I ' - ••. � TQCE PRCTEGTKKv ZO�E DQPI.FE -�. .�.� . ... J t' .. .. . _'"_..""---____-_"_-_'_"___-_ . .. � � � �� o --y�- .� I� ' � � ... . . _ -_ ._.... . ... �. . . .. . T , �'w`l�� - . . g�I. , � NO DESCRIPTION DATE.. . .\ � �,.. ,� . . ,,_� i::� .. :. _.... -.�.. � -��.�� . `.� ... � � - - . �� ... . .._ . . . _._ _'_ _. _ ..... .._._..... . I . i - -.T � .� �� y, ,r ' - � , � - — � � __�1 _ �_^ � � \-f-' '� � . � �-�:� � .�rr-.- ttfi . , . Aa iMV.z'as x rt� �. � � �--.,.. . � G.. I �.7 +,_._.�.__�__:—,�_�_ _— i \ I � r--- � ----""'�� ! �y,�,�� , ---, � � , ��. �j' P L JAV REED y co�atcT Fer,E 5eC*iori5 ar No.2002 � TOP MD BOTipM N?TH 90LT-W E%P.9/30/IS * 4. �GnLVAVZ3J A£Th.0.nrA5. s Q � �, .- 2'N�AX.POST$PAGNG 9�'t.��`\� TREE REPLACEMENT REQUIREMENTS 4� � � � TRUNK SIZE REPLACEMENT TREES REMOVED TOTAL REPLACEMENT TREES � ,� � __ I � ,, .�, � - � ^ _�� A GAUGE,T$QAQE PATT.3iN I UP TO 12" ONE 24"PER TREE 65 65 X 24"BOX TREES � ` A> \� w �r ;-.Y~ ;�s �°, ; �� ;� E��*�-�� ./ PROJEGT NUMBER i5-ooa ; r \ OVER 12"AND UP TO 18" TWO 24"BOX TREES 29 58 X 24"BOX TREES �' � , r �; _ � �,� ,� :�a � �e V� \--� DESIGNED pjr oR,awN _ds OVER 18"AND UP TO 36" TWO 24"BOX TREES OR ONE 36"BOX TREE 5 5 X 36"BOX TREES � ' ` �:� �' `�^��T�� f'` � �J �� i � ''�FtA'� ° 10 ,Z� � DATE APR4 24 2015 SCALE AS ShK?tlPH� _ � OVER 36" ONE 36"BOX TREE � ' ,,� ,, \ \ � �I y % ti --- � f � , �:,` � -. 1 l � �' �T SHEET NAME __.._._...- --._-. _..____...__ ._..._..___.--------- --�-�-- ---------�- :.,.;-. .,�.��. ��,��`:. . .. .�.�`; .�'�� T{, � � �' ....caaaic*E n7•�c.; See sz y20 h . , ✓ HERITAGE TREE ONE 48"BOX TREE � � r � . F \ '= , . F � n �r , � � �; .,� �, ,�y -� zxao � . i �� ; � � �;��, �� , , �� -��A��srE�ce EXISTING TREE REPLACEMENT TREES PROVIDED /f/ x ��; ' �,'� ;�,� ,�;-� � - �_,i r �"FE"'��"�'�°`"'"'°' , � � ` . ,. ��` ,/- -� REMOVAL AND ,,�. l aoo-zz�-zsoo 24"BOX TREES- T ss°80X TREES �s � �QV�e .� �� - �,�- ,�,� , ��. ; � °� �, PROTECTION PLAN � � � ,�=-- 1�� {„-. o 48"BOX TREES=16 � � -'��'�uu�"�ti'i�='W� �a�s�,ca�oe � ° � /�la�v�� tuv� �I�t-�-fee5� - � , 60"BOX TREES= �i SHEET NUMBER `OCES6ZVE EI�STf�Ka ROOTS TRF��ROTN"10N Z^„NE . { TOTAL NEW TREES 150 w*soe*o�evo*ecra.zorE , I TREE PROTECTION FENCE � � L 1 .O �TREE PROTECTION FENCE � 5=�r� x>�E ��TO SCAIE ,�ii��cl l FM��bn I �oryM 1.- �+1dn0'0 :osnM�- .:�i._� _�no:,,W � �C'fl()Cit'E�� I�'.t�t!■I �� ii,�,r��cU � :,fFl(1["}\"k'�� ,1 rfa��n,l I � 1�t�1Clt�'Pf�.2 TREE REPLACEMENT REQUIREMENTS TRUNK SIZE REPLACEMENT TREES REMOVED TOTAL REPLACEMENT TREES UP TO 12" ONE 24"PER TREE 65 65 X 24"BOX TREES OVER 12"AND UP TO 18" TWO 24"BOX TREES 29 58 X 24"BOX TREES OVER 18"AND UP TO 36" TWO 24"BOX TREES OR ONE 36"BOX TREE 5 5 X 36"BOX TREES OVER 36" ONE 36"BOX TREE HERITAGE TREE ONE 48"BOX TREE REPLACEMENT TREES PROVIDED 24"BOX TREES=56 36"BOX TREES=77 48"BOX TREES=16 60"BOX TREES=2 TOTAL NEW TREES=151 TREE PRE3ERVATION SPECFlCATIONS DEl1011 IlCQ'��OATION6 71��NINO PRIOR TO COW7f�1CT10q L T1E CITT 41mORIDT b1ALL I�VIEW ALL PRO.EGT 1^�ANp WRM I�Gdlm TO TICE 41PGCT l PRIq!TO GON�71l1CTION,v4tlOtM IAEE!MAT IIEG7UIIC TNAT Ml�NCiE�D@ Fl!!ED D.IP TEFIrORi1lT Nd11L d!qGGESE ROdp�FIMt P/d�OYER T1E 1l00T d1E4 OF TIdES TO MO IECEEC41[T M�OtEGnGN FEqd1REB. CLE.OR A�011'1 6TRIGTUIE�.ACTINTIES.WILDING ENCRp4W'ENf pR ryAT PEED TO DE pF RETARED,A ROAD GED GF i'OF 1'11LCH OR bll6vEL b14LL OE CREATED TO �TIEW^THENED DT 1'�CW OF 61%TC,BdFE FlPAf7ELLGIK AtC TFEE lTM1GTUIff.MCN !'ROfEGT iFE GOIL.AE 10'�dD DED FIA7EItlAl d1ALL�!11Er1.BA1MED AG hECE6ldRT TO 7. ♦TIEE PIl7TEGTION Zp�E y1tyL CE ESTiELiblp AR7l►p EAGH TREE TO CE rMtJING.d!R'�ERT OR TF!IEtqVqL OR�E6 9NdLL AD4IEIE TO T4E FOLLOWN^ M41MIM 4 6'DEPfFL PIE6ERVED.FOR DE81GN PlM�t76E.T1E TIEE PIiOTECTIQI ZG�E BNALL CE TLE DR�P-LUE. lTMID41�� NO GRdDNG.EXGdVATIQI,CGNpTIg1GTION p2 6TORdCaE OF f14TER14L9 WALL OCGUR WTNIN �.y(•�pIL FliON i�NGN.FOOTIIYa.UTILI77 qt OTFER EKU+VATIQI�HA�L NOf pE pL,qGED THAT ZQE. t MIN1Ml/PIONUG�i hE CITTTRDJEGt AImORl6i IECOI'1�ENDS 7WT tIEEB DE WITFIM T}E 7lEE PRD1EGilON ZQE,IEITHER TBT�ORNtlLT NOR PER'IAt�EM1.T, P16NED.MD iHE 11'T°E OF AlNAG 19 LEF'f MkPEC61ED,t1F 9taNDARp PRNING 3. UCER'iROIND BERViG@8 RlCLLpRY IITiLiTlffp.Mlp-pp/�Mp.�ypTER OR SELLER BF14Ll OE 8N4LL GON91lT R'CpOYN CLEANMG'AB DEFI�D D7 16q PRNMG U11Dl1RE9. Il.ALL INDEqGIi71ND IlfILITIE6.DWAM LY'88 OR IIliI6dTION ltt�EB 8NAL1�E Rd1TED RWTED MOIND T1E TI�E M!?fECTION ZOIE.LLiEIE BNCIMdGLFENT C4M�0T EE TI�EG MIdLL OE FlMED TO IEDUCE M4ZNm!AND DE�P10P A bTRRK.EdFE oureioe r�n�neo�cria�za�.��nfa rueT nw�eieee r�aar,u nE nm�c*iow AVOIDED.ErECIAL CpID/R!ClICN�EC4NIaF6 GUCH A6 NMD DIGGMG q[RNELING FRN'EYY71K AIl0.7:ET OMALL�E 1lN�ELED OR EOIED UbER iHE 11�E AO DI�C�lD DT TE i/DER IEDOT�01/ALL GE E7'�LO7ED WHLIC NECEE9N[T TO MINIYIIZE RDO�IN,JUIlT. i H,qXgy�qgNING,r1/v(py�p�g►pdb pHp{y,D ONLT pCCUR IN TFVE RM�� CIT7/PROJECi A11�OR18t. OITL1ilON MrROY[D DT iNE CITTT110.lECT AImpl�isT.NO Fql!iF4W ♦. i�E r�+![�IVATIQJ NOT@�.ry�rq�D OT THE GITf/rl�O,IECT 4Appllpt,4FlG;D�E QE-FOURfM(76A!OF Ti!RNCTIONRG LElR AND 6TlT1 4R,4 1'Id.Y OE 11EAOv£D I!,q'BJ TNENGMINi IN TN@ ROO�ZRE OF qM'TI�EE 16 rRO1�IDITEp[XClrT M CApE6 RCLWED dV 4LL PLAN�. WITHIN CNC CKg/CM 1'EAR OF MIT rRO.JEC7ED OR DE016NA7ED TI�EE.OR WE11E T1!TICNCHINS FALL OUTSIDE TNE DRip-LR$OF TF!T6°[INVq.�2D.CXQPfION IET10vaL CF iOL�p,6E!O A6 TO CAUSE T11E WpALN1CING OF nE T1EE.�t MIpT GE UNl,L pH dy�pLLED If.IN T{E prINIQ1 GF TIE CITY?767JECT ARlORI�T.TLE pTAG?aF D. ANT 1fI�ICIDES PLACED tl�ER P4vq�C M4iCR14L6 MU6T OE EqF�Fpp tME 41K.Vp pCGpy�l¢E tMAt TIEEE ME RAIVIpU,4L M fO1R1 Al�m!11!lC7UIE,ANp TNAT iRNCNR.16 IYp1 TH!T�E WLL�E I�ESLIGIDIE.GITY�GImOltl�t MPRCYAI 16 I�.fI11RED. 1RE�!N�LADELED FA!iNAi IM[. rllNNy nIEED�MAT NOT ALWAT9�R l71eIGt RY.EB.TtE CITYTROJEGT.41mpR10� W{EN iRNGNpIG Ip ALLpy,ED.THE CONiRAGiqR F1Mt PIIIbT Gi7T R0016 UqTH AN eN.u.�nee�ef a.��xwuieiun raie ertaot nwi�rw,acric[o n�aT vaer ATIO�Y�p IC�01 GURlR rRIOR TO.WT TII@NCNMG TO AWID 7UC�N6 d!rW.LiNb OP 6.M!lICSATION BY5TEF1!116T pE p[�I[N@O Bp TNAT NO TIlENCNRlG 4p�L OCCIJR WITJIN TH@ Fll7M TFf BTMIDMDb OU(IRfiD. �'pT.IIH�ILL OPEN 71�NC.FE!GIJIp0.Y,WITHM 7W0 11p1RS LR E%CAVATIQL IR 7NI!18 NOT TREE PROTECTION ZQE. POl61SLE dND YEATFER 16 HOT,ORl'.OR U1110T,CpNTR.AGTOR FWT KEEP ROOT @D! ALL TREE!WtNM i1�1^IlPJEGT qIRA b1AlL�E FllNED t0: P101sf�T CAVERRG TEM WTN UEf EURLAP,iF TFf IErT�ERA1UlE 16 GO DEGIEEO 1 rlllqR TO DEFfOLITION.TFE GITT/p�p,JECt 41QGplISt WILL PIlEPARE OR IffNEW/APP!lTIE Fw•'�°`°°IT OR q11EdTElt TNE Dt!l,Cp FtlDT DE MlPEG7ED EVERT NOUR N!D RE-YET d! d TI�E FENGING M.AN,DETAILRG i1E LOGATION pF d�L rROTEGTIVE FEI1GINfi PRpyIDEO a.GLEW!T1#GROIW OF DIlEABED,CROE�MG,LLEdK,Gf1D DE4D LL'OW TO A NECEDpAl7I TO MANlAIN A CON�TANT GOOL h101lT GQOItld1 IF 7ET1P@�lqTUF�19 pEIQU pr TFE DEV£LOPER MINIFY'1 lIIE OF J,f�Dld'E7ER� !D OEfI�E6 FAFIIENEIT,TMg dlpL4r MIpT DE MlPEGtED EvERT�HOUR$M1D I�-LLET S. AB iREEB WITFIDRAIU WdTER F%JI1 TFE 804.,EXPNI&VE 80148 MAT BiRINIC WTMIN ilE IB70t D.PRJVIDE J_�j.OR VERfILA�CA.EMMIGE OvER BTIgETB CND QQ.OVER �18 NECE6CAR1"TO MAIHTAM A GONBidNt GOOL MO16T GpYJ1tiQ1 8H4��!�'pT8 GAN DRY AIfEA TFEIEFOI�,FAINDATION9,FOOiI1GB 4p PAVEFENTB GN EkY.W6ivE 90IL5 1EAR 91DELLldLKAt QlT N'm DIE IN IO�D FIRAlTE6.L41i'fR ROOTE CdN b1GGIl1O M 4N NOIIR OR LEE�IlOER TREEB 6MQ1LD�E DEBICaFED i0 UNTNBTdHp DRFEFEMIAL DIBry.qCeFEWT. G 1�1'IOVE 9TtES.GIITTMG OUTlIOE Ti WL�I�IDYIOOD T19&JE TMAT N48 ROIR'IED 1lFdVqeApLE LLE�G�FER GONDITiGME.LLNEN R00T6 7 INCiEB OR LAFC#R YA16i OE Q1T. OIR7tND TFE pRN.GHS 6NOVEL DT NMID NEA1! TI.E IO�Of6 d� 6dW TFIE RDOT6 YATN ArPRO�ED O.REp1GE END 11EICwt GN NEAVr.NoRIZON�4L�ReNCME6 GT BELEGnVELT TaaL9�OJiRENT. rl!-CQ�M�11lCTION Na O@10LRON 71QA71'O!T!O!D I�CQtODATIRID ��'�'�L DIAtETER ORANCIE�.NO Ca11EA(ER TNAN 2 TO*_�It��, /$42 TFE EPp pR TFE lGNiOLDB. i. t�t o�a�mar conrwecrpe pun��reer wru tNe cinnMO�ecr q�eoRieT OEIbRE 1 IIFEIE iEt'FORqWT'qE.WMIGE IS t�EDEp POR 4GCEpl,ppqNC4E9 SN4LL CE TIED E4CX G!OlNNG U,101�C TO DlXilpy W�,'110C p�lOCEDl1146 Ma TEE rRDiCCTIQI NO CAITTItYs pF f0 4101D TIEr1 OUT OF TIE CLE4RANCE IAE. 4NT�dRf Q'CIt7 TI!!!.PIGLUDRG R70T8,d14L1 GE DO'g IWTF/7U7 SECURUG AT(NAL NJD DNIECT MI�ERNpIdJ PRLI'i TN[CITY/pRpJECT NmORIlT.CONTFdCTOR 3. H6111lG d.ldyl NOT�E PEIFOlO'�D OURMG rERIODB OF RKMIf OF ADULt�YjqM.fi M16LL NOTR�1'Tl1E CITI'T�EpJBCT ANMIl16t d MMIM.tI O:1]HOIR!M ADVdNGE CF fJ7Y RNECTS�ECAl18E FlEDN 4CtlC9 AT1RAGi PE�TS.rllNRY 9M,lyL GE!'EIEORIED ONLT GONSTpIlGTIpN,AGtINiT WiNIN iL$TREE rRDIECTION ZONE. WI@I T/E DNYiER OF Rif�TATiCN IS r UT. 1. CGNTRACTOR N/GLL TAG Nb IDENTIFY E%�BTING ilEEB WIICH Alff TO IETIAIN UNTNIH THE d. ALL RiNMG BHALL OC RR'OR'ED G7 A OJALIFIED IBA ClIRIFIlD AMORI/i p[71EE PIC�JECT LMIT6 N�D W'fLIM iNE PtIpLIC�lIGHi-OF_Wp7�t0 STdRf LF AN7 YrJIK ILbItlCER AIiD 1W VE A mTATE OF CN.IFORJIA GONI1�AGiqly LICPJIB!FOR 71�E!�EINIGE rc-ri�4ai.ao nmvioe neooF a�wonceRe corTV�nraN am�+ewr�u.miurr 9. iREEl61 TO OE REMO�£D�WT N4�£ORANCLE!EMENDkG INiO T1E GYNOPT OF TI�E�81 RrlURiCNGE. �� •�� TO l�TiAN 1119T pE IEFIpY�D OT AN WiE1NATIpNpL BpLIETI'OF AI�OIQIUI�TUFE(1&1J / !i � fS1AL61Ep AImORI�T q!TIlEE��pACER�y�p pp{DT DENqLIT10H q!CpJyT�e.�GTIpN D. 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'_"�"' I � � 1.5 14 ' �` �`-�� r �: . , e.m 3 �425 \ 1 ',� �d''�i P7� ' �',,� G. 1 1'��_ 6 14.0 1 1 , , �1 �; ; :;..��0�:-.= - \ � � --�=;;� � �\ �� ' \ � � \ � ;10 � � � t., GP , � � � � \ �: �.�' �._ \ �Y!\ ��' ',^ y '. `�V � ` \\i��':��• �� ,i-��'�- ,��'m ' '. 1\ �.11��• �� . � �uY� �� .. \\-\� � � � 7�tf1 \ �� y�Q�. . ' \ \\ ,�+� C\ �\. ! r ):`� 1 �� I.'" :' � \ � E „� J�.tt � � ` ; ` \ .`� y�� .; � �. ` \ \ �'��!�r \\/ -. \ � � �• `��\w _� �`��` � \� \��'.�,'�`��,��``yr?�J).��_,1'� \ \ \�'.',��;',',�,',' 9.�e � �;�; �y� �'•;f�•�� •.. =-�s�sF � � �,; �, ,,�-,' �,` � \,,,�,�; �'� � � �,. �.,,',;,,�•�� , � i 1 - � �\ \\ � �<,h" �`��. �` \ �� \ \ �,v� ��- _ r' y,'. �. ��. ��w�—". � \, .'1'• �� , . �---u-� � �,. ..,;, '., ', �\�,-- . ` I \ \ �', ,', �,.. A i, \ �` � \`\1,�`\`,'\��,;,;i,�',; ' � =J � / . � �'��. � � `` '`�: \ i � �`' �r�, �,',�; � � � ,,� ; . �� ,, � . � I � � _��. �� ',,�� ,,�: �V��. � o ��,�� ,�t,�,�:��..; ; �� i < � ,�;�.,�,.„��., �,, \ \I �� \ \;``_�; ;��,�, , � p ` � � ,��'~;��., �?� � ` ��,� a� ,;�� m `� ��`��,a��;�,-'k,;; \' \� � \'•:',1' k;;,,. \. �\I � �,', , �t�;:"ti � \ �''�'' '.',:',", \ �ii `\;`„}t�,y�tiT., � ,.�` �r 1 �"�' ,1\ h�\ ;+l 1`''\ ��✓' �. �\ 1 �' ,�'��: �,-noN�� a-noN s��s O�lE f7AGA OGtI�N SPEQ�V�00%N 9�RlB RAMNi GflFi1S Or1Y�iAlKltr i�� HMO iRB�C31(ddGATqN lJ�ES NTIHJ E7C51lr 7Rff QOOT ZQ`E I . � EXSTfJG T4EE TO REMAIN \ �_/ '" r�/�'G'`�" � DECUF05�c�aP17E a➢En-PB.tl\E m ee�AnOk �� r � -�;,�l�i5 - �1 , �� • .� �� -�� / � ��//i% ° 4 "—, ... .....,..L; ... . .. . . ......... . IRHIC3Al10N SCHEDULE t SEE�T L22 FOR RRIGATION EQI,PtrENT�Ct�DU.E. IRRIGATION NOTES I. 5EE S��T L22 FOR(M RRIGATION NOTES. 2. SEE Sl-�T L22 FCR(E)RRI6ATION NOTES. I�CaAT101�P�'E SQN(�CFL4R'� CLASS 200 �F�ptJt.E 40 CLA55 315 •INTERMITTENT-PRESSURE •CONSTANT PRESSURE PIPING LATERAL PIPING I-I/2 WGI-IES AND SMALLER. �z�N NES ANDE�ARGERPIP�NG V2" -• O-4 GPM ��NTERMITTENT-PRESSURE 3/4' _= 5-9 GPM LATERAL PIPING I" '° �0-16 GPM P' •- 9-16 GPM 2� " 31-48 GPM I-I/4" •= 17-26 GPM I-I/4" -- 16-22 GPM 2-VZ" _• 49-65 GPM I-I/2" _- 27-35 GPM 2" •• 36-55 GPM �-��2 " 23-30 GPM 3" -• 66'00 GPM F ��1 �,.- .. ;� 1? Apple MA01 Sitework 20525 MARIANI AVENUE REED ASSOCIATES LPNDSC�PE APCHITEGTUf� .-s m�mF.. .w�Wv�m u REVISIONS AND ISSUES ISSUE FOR BID t PLAN REVISIONS � NO DESCRIPTION I DATE (� �� F o io zo no �' � � ULJAVREED� No 2002 EXP.9i30ii5 * Scale t"=20 ft Sf a sneetsize-�2'r30' 9�.� ��\� PROJECT NUMBER 15-004 DESIGNED � pjr DRAWN ds DATE APRIL242015 SCALE ��°RASHOWN SHEET NAME ��, �P^NO�^�E�°� LANDSCAPE ' °°°'"'"'' IRRIGATION P�AN A P 9� o-��e� 800-22%-2600 LAI�,9CAPE ARCHTECT BTATEIrEKT �a SHEET NUMBER CHAPTER 14.15-LANDSCAPE ORDINANCE OF THE CITY OF CUPERTINO MUNICIPAL CODE. i HAVE COMPLIED WITH THE CRITERIA OF THE CITV OF CUPERTINO ��/■ � ORDINANCE AND APPUED THEM ACCORDINGLV FOR THE EFFICIENT USE OF G WATER IN THE IRRIGATION DESIGN PLAN. IRRIGATION LEGEND-NON POTABLE WATER IRRIGATION RUN TIME IIO[KaO.TION lTATION�MI TI�19 DEIER/PED DT TFE CdLElOdR I`ET1GD' E70 LOCATKN. 9AN J09E.CA IRtlCtA7ICN RW T!E - 7 . i0 x ET N KL R a Irt.ERIU�Cy t boll MfIlveUOn Ral�.03 lvelw DLJ (N.har) PERGIFTAICN RA7E - PR. %2S a GR'I 1rtlg�lbn v�lw ev�LM Nntt.1��nM. Wl�l!r�(�.fJ ��00��m ��0��0 ��00�� 00�� am�m�0��m�� amm0m0moaam� �00��m� �mmm�o��ma�0 �o0�a��mmomma �00o�a��0om0 �a0�a��00�ma �0�m�o��m00 �a�� • ��o�mo �0��0�0��0m�0 �o��a��m�mo �00000��0��0 �0��0��0�00� �o�mmmo0o0�0a �000��000�00 �000�0��00�0 ��0�0��00� �00�0�00o000O �00�0��00�00 ��0000��0�0 �mm�0��00oa �a�mm�o�a0o0a IRRICATION NOTES L�'-�EE SDEGFIGATION Af�D OETAL SFEETS FpR ADDITIpJAL NFp{N,�qipN. 2.NOTF7 TNE�ANDSCAGE ARC4ITEGT Y.iMEDWTELY N TFE EVENT OF AN1'DSGREPANGIES BETWEEN TIE ACNAL SITE COrDITION''Af�D THS PLAN. 3.Ra5 SYSTEM 5 DESIGf�ED TO OPERATE WITN A STATIG WATER GRE55�RE OF 52 PSI. `iERF'f WATER PRESSURE 7RiOR TO TI-E START pF GONSTRI�TIpN. 4.TNS PLAN 15 DIA(3QAMMATIG Ai�D DOES NOT I�ECESSARI.7�yp�A7�ALl OFFSETS AI�D FITTNGS REQIRED FpR A COtiPLETE RRI("A710N SYSTEM. 5.LOCATE ALL PPrX'N PIANTNG AREAS NM1aERE EVE4 POSSBLE. 6.ADJUST ALL 14RKiATION I-EADS TO NSIRE PROPER CO`�ERA�q�.p qVdD EXGESSIVE OVERSPRAY. 7.GOORpNATE AUlOMATIG CONiROILER ELEGIRIGAI HOOK'lP WITH P20.EGi ELEGTRIGAN 8.VERFT TVGE At�D�OCATqN OF BAGKFLOW PREVENTbN AS$EMBLY W�TII LOCAL .AR5OIC710N,PRIOR TO INSTAL�ATIOIJ. 9,NSTALL CFECK VAlVES AS REOURED TO PREVENT LOW-I-EAp pQ,qryp�. p.DETECTpR TAGE yJpULO BE NSTALI.ED WITFI ANY GRESSURE�p�5 NOT BIRED N TI.E SA�v£ TRENCI-I WRH CONTROI WRES APD WITl1 ANY lNES OF ANY Kf�V�DER PAVING NOT N A TRENGH WITH GON7ROl Wt2E5. R �NSTAIL TWO SPARE GpNTROL WRES ALONG TI-E ENTRE MAN LNE. S�F.RE WRES SHAL�BE TFE SAAE GOLOR(Of`E W�7N A WN7E S7RPE)ARp pF A OFFH2EM COLOQ TNAN ORER GONTROL WRES. LOOP 36'EXCE55 WRE MO EACLI SN6lE V4LVE BpX ArD NTO ONE VALVE BOX N EACH GROIA OF VALVES. 12. 5�1GPlEMENTAL"HAhD'WATERNC'pF SWALE AREAS P�/aNTED WITH 50D MAY BE �`EGESSAR7 N WARM WEATI-IER TO ESTABL54!810-SWALE$pp, TtE LAPD$GAPE CONTRAGTOR MY'T NCLUDE TNS N TF6Q BD AI�D N TFIE�ppE pF WpRK. pRY SOD WILL BE TFE RE5PON56LIT7 OF TF��qNpSCAPE GONTRACTOR. DR��iRIGATION NOTES l REFER TO DRP RRICATION DETAILS FOR TFE�AYOVT AI�D EXACT DPAEN.`310NS FOR T4E pRp Lf�. TI-E pRP Lf�E SHALL BE A MAXMI,M OF IB"APART AND SF14LL BE A MAXMUM OF 4'FROM ALL WALKS.CURBS At�WALLS. TFE NIXJ,BER OF pRP LR�ES SHpWN ON PLANS MAT NOT REFLECT TFE ACTUAL N1X�16ER kEOlJf2ED,T4E SpqGfdG GIAE 5E1ALL TAKE PREGEDENGE. DRP EMTTER LNES 511P.LL BE ALK'�D TO 4JAVE A STAGGERED TRIANGULAR EMITTER LAYOUT PATIERN. 2. T4E SI,PpLY 4EAOER AND EXFIAUST HEApER,Wt�EN PVC.SHALL BE BU2E0 AT A MIJMIM pF 12"BELOW 6RADE. 3. NSiALL TI-E AUTOMATIC AR RELEF VALVE AT TLE 4K'-�FEST GONT ON EACI-1 GRCIAT OR AS ORECTED BT THE PRO.ECT lANpSCAPE ARGHTECT. d. OPERATN6 PRES.�iIRE FOR DRG EMfTTER LrE-20 PSI(A�J.)TO 60 PSI(MAX). 20 P51 TO BE PROVIDED AT TI-E FART4EST EMITTER FROM TLE P.O.G, VERFY PRpR TO GONSTRUCTKKJ. FRICTION LOSS CHART CALCULATION FOR NEW VALVE LOCATED FURTHEST FROM P.O.G. VR�VE STATION P51 AT GIX; I GPM MAiNI.INE LOSS i�qTEML LIYE LCS$ FiRING$�1pe1 TOTRI IOSS PSI FT US'IRA.HFAO � I 52.0 PSI��2.0 � 1.3 PSI � 0.63 P51 'p,193 PSI L93 PSI� 50.0 P51 � -- - MAINLNE NEW-CLASSJIS IEYGiN V$LOS$ - ___ 2 SIZE-O 15 PSI LOSS/_100'L.F.AT 12.0 GPM 873 �1.3 - -- --- -- -._... _ _ _ - -- _ _ ; _ ,m��. �,3 - --- WTERAL�IVE�CV59N10 LENGTM �PSILOSS P' I 98 PSI LOSS PEQ 100 L F AT 12 O GPM 10 p.�g - -- -- ---- _ --- 3/4 -0.88 PSI LO'"-vS PER 100 LF.AT 4.0 GPM 50' 0.44 - - - --- -- - - --- . -�_ _ � rorKww 0,63 EXISTING�iRIGATION NOTES 1. CqJTRACTOR SNAU.MAMAN Ex15TNG MArLR�ES N WORKN6 OROER. Gpp2DNATE AlL NTERRLCTIpN$OF OGE2ATION pF TI-E EXSTING RRK"ATIpN TO A AAMAUvt. COORONATE ALL NTERRtATpNS WITI-1 TI-E OWt�ER'S REPRESENTATNE. 2. CONTRACTOR SFU�LL BE RESPONSIBLE FOR ALL EX15TNG N2RIGATION EQl1GA£NT OAMAGED OURIVC�CIXJSTRUGTION A1�0 IF DAMAC�ED,SLL4LL REPLAGE WITH$AME MANLFACTtX2E4 AND MODEL. 3. GONTRAGiOR 5F1ALL CONFRM TI-IE EXISTNG CONTROILER MAKE Al�D MODEL AND SH4LL GOFFRM TNAT SAID GONTRIX.lH2 HAS ADEOUATE OGEN STATIONS TO OPERATE ANY AD.AJSim APD ALL PROPOSED RRICA710N SYSiEM MOOFICATIONS. d. (:ONTRACTOR SFIALI BE RESPONSBLE FOR RECAR/MODFICATION/REROUTN6 OF ALL ADJACENT RRK'ATION SYSTEM EQUGMEN7 THAT 5 AFFEGTED BY M1EW CaVSTRUCTION MAPROVEti£NTS. CONTRACTOR 541ALL REPAR SAD STSTEMS TO A LKE FEW MAMER.P[20VDNG NO LE55 TI-IAN q01 OF LEAD RADIUS COVFI2AGE IN AlL AREAS WITH S75TEM LA70UT AS APGROVED BY OWrE4'9 REGRESENTATNE. 5. GONTRACTOR SNALL VERFY TF�E EXTENT OF TI-E EXISTfJG IRRIGATION SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODFY TI-E EXISTNG SYSTEM TO MEET TtE nEW LArDSCAPE COhDITIOnF-,,IF NECESSARY. 6. GONTRAGTOR$IaALL BE RESPONSIBLE FOR LOGATtJG EXSTNC BACKF'�OW DEVIGE At�D TESTNG FOR PROPER OPERATION. BaGKROW DEVIGE TO SATISFY ALL IOGAL ORDNANGES At�D LAWS. �!' -- r�G'%5��, �`�� 1 � =-� �_--�_ _ . x �� "�`f-l� _..� _ f� _ _ �' '� � IRRIGATION RUN TIME IRRIGATION RUN TIME IRRIGATION RUN TIME �0��m ��0�� m �o0mo�m�0�� mm0�0o0��00�� a��o�sa�� 00�0a0��mo�� m��m0��i �o00m0m�om��a �mm�� '� �o�00�m� m��, ao00��00��! ��00ono0��0��su�� om0o��oo..m.�. ��0�000��0��, �am�m��oo��so� �m0�0o0��v0�� 0�00 '��00��0�1 �000000��00�01 �00��00�� ''�� 00�000�000 0�'� �000��0 .!'�. ��E.7', ��0�000��i��0��, �00��0� �� I ��00��.��.m.�. ��0�00 ��m�� 0 ��0�� mem��o0�aa �00m�o0��mm0 �a0��m0�o�oa �0m0�am��mo�� mm��mmmmoa �ommm�v�o00�a �0�0��0�m�moo ��m��am��0��0 �000o�0�momoo �000�00��0�00 �a0ma��ooma0 �000�A0��0000 �a�m��o�ao �000ao0��0a0 ao��0��oa ��00�0��0�0 �0��' ��00�oA �0�0��1 ��o0�0A �000 00��0�00 �o��m0o�a� �000000��0��0 ��m�mm ��m��m �� 00�0��A000B �o0�0ma0oom0o '�a0�m��mmoa �mm0�a��o�m �I�am��mo�oo �m000o��m��m �a00m��0�00 ��0am��0mm0 �� PANOJA�EEO � f av.waoqoe♦ .v�, v 9 �Q �O�Cµ,\�"' LAND�CAPE�ECT STATEMENT CHAPTER 14.15-LANDSCAPE ORDINANCE OF THE CITY OF CUPERTINO MUNICIPAL CODE- r-.�, _._.. `� Apple MA01 Sitework 20525 MARIANI AVENUE PEED ASSOCIATES UNDSC�PE�PCNiTECTUAE �,�, • REVISIONS AND ISSUES ISSVE FOR BI� i PIAN REVISIONS DESCRIPTION �F � (� ULJAYREED� g{ No.2002 Em.9i30/15 * Sr P vr P��L\� i HAVE COMPLIED WITH THE CRITERIA OF THE CITY OF CUPERTINO PROJECT NUMBER 15-004 ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIEN?USE OF ----- -------- WATER IN THE IRRIGATION DESIGN PLAN. DESIGNED pjr DRAWN ds OATE APRIL 24 2015 SCALE AS SHOWN SHEET NAME :�� .�� .: ,��,��F�O-RiE�f�fG �, `t � '�lQ�U��•c� . � ��i 1� �� `��'�� ,,% ��`�� :�C�s LANDSCAPE IRRIGATION I.EGEND AND NOTES SHEET NUMBER L2.2 ,�I ,/ �� rVI'N�1{�1' .._ri'....- r LI`N\i��7' t TF+E CONTRACTOR SNALL V�FY PIANf QIANTITES FROM TFE GIANTN6 PLAK�UAN71TE5 SHOWN N TVE LEC,B�D ARE FOR COM�Ei�F.NCE ON.Y. 2. NOTFY TI-E lMDSGAGE ARGNiEGT�M.EpAT@.Y M7 TFE EVEM OF ANY DISCQEGANCES BETWEEN ACTUAL SfiE CCf�pITION$MD TFE PLAN7NG PLAN. 3. PLM1T GROl1�0C'AVER N�'-�FR�B A2EA5 AS NOTEp,U5E TRIAN('�.LAR SPAC.�X.'. 4. SEE OET?L MD SPECFiCATpN SFFETS FOR ALOITIONAL f�FORMATqN. 5. T462E Wt1 8E NO MATERIALS OR PLANT MATERIALS Sl.BSTRIlfI0N5 WITNOUT APPROVPL OF Tl-E OItTER OR Tl-E LAt�D°,�CPPE ARCNTECT. 6. ALL SLOPCS CLANTEp WffH LANTI NOT TO EXCEED A 4�I SLODE. ALL SLOPES GLANTED WITN GROUM COVER NOi TO EXC�D A 21 SLOGE. 7. PROVDE P051TIVE DRANAGE AwAY FROM ALL BLrDN65(2t ATL) & N T{E EVQJT OF ANY DSCREPANCES BETWEEN iF5 PIAN AI�D ACTUAL SffE COrA1T10NS. TVE LAPD°,�CAPE ARC4�RECT 5 TO BE NOTFID I�R.EDIATELY. 9. HJTRE SITE 5 TO BE RIXK�H 6RPDF9 BY T4E GRADNC GONTRAGTOR TO WITVlJ FOOT OF FN�',�47 6R�1DE. LArD'',�GAPE CONTRAGTOR 15 TO FtJE 6RADE ALL LAMSGAPE l+REAS. p. AlL SITE URITES ARE TO BE PROTECTED DIRrX'GONSTRUCTpP1 N TVE EVENT OF Cp�FLICl BETWEEN Ti�E PLANS APD UT1,1TE5 T4E GONTRAGTOR SNnLL NOTFT TFE LMDSCAPE PRCLffECT. ANY DAMAGE TO UTBITES.STRUCTIRES,OR Oi4ER FEATtRES TO REMPN,MO GAI�ED B7 TFE LAI�D�',�GAPE GONTRACTOR$IaALL BE REPLACED OR REPARED BY TLE GONTRACTOR AT NO EXGENSE TO T4E OWnBt. IL TFE WOW:IN TV�ESE pRANM65!ND SPECFICATIONS MY RW CONCIRRBJTLY NATN WORK BY OTFEiK'. TFE LA�.,GAPE GONTRACTOR SIL�LL COORDNATE 71-E WOkK WITH OTF82 CONTRACTORS. YL G4qR TO ANY DIG('�K'OR TRENG-NG.CNl I.DDC�ZGROII�D SERVICE ALERT-L800227.2600 I3. PROTECT EXISTNG STORM DRAN N.ETS DR?N N-ETS,H1TH FLfTER FABRIC,FOR Tl-E DI.RATION OF TLE PROJECT. �rf1V�GV1�V1\IN�Ga7 PRQTEGT EXISTNCi TREES 54IOWN ON PLAN TO REMAN BY Fp11pWNG TLESE INSTRUGTIOtVS. t TFE G2AOE BETWEFIJ TtE DRPLI�E ArD ROpT CROWN OF TI-E TREES SNALL NOT gE CUT ANp CAN BE FILED BY OPLY 3 NCNES,EXCEPT WIT�-N 5'-0"OF THE TRUNC WFERE TF£GRADE SFL4LL NOT BE DISTIRBED. 2, (?RI('ATpN Af•D RqIt.I WATER SHALL BE ABLE TO DRAYJ AWAY FROM TI#ROOT �ROWN OF TFE TREES. 3, pp NOT DRNE OR PARK VF�IGLES WITN NJ T4�DRIPLRJE AREA OF THE TREES UN.ESS NE(�SSPRY TO DO PAVNG CONSTRUCTIIX�1. F TF�ERE 4tA5 BEEN ANr VENCULAR iRAFFIC WITFN TFE pRPLPE,TL�E C20UNp S4IALL BE SCARFED BY FlAt�TO A DEGTN OF Yl fVCi£S TO DE-GOA4CACT. 4. DO NOT ALLOW GONTRAGTORS TO DlA.1C WASTE CONGRETE,�LASTER.ETG.U�DB2 DRPLPE OF TREES. DO NOT ALLOW PANTERS OR OTI-ER TO GLEAN EQI�NT UPDH2 DQPLN OR UPF�L OF EXSTNG TREES WI-ERE NATURAL DRANAGE WOUID GAUSE WASTE TO RW WITLN DRGLI�E. DO NOT ALLOW ANY WASTE TO BE pUHGED N^-�p�pN SITE. 5. TREES SNF�LI.rpT BE PRUt�ED WRFIOUT TF�WRITTEN PERMISSiON OF THE �At�DSCAPE ARCI-ITECT OR ARBORST, 6. F�T��CE55ARY TO PRIAE OR CUT ANY ROOTS LAR6ER TNAT 1 NGH M! pP7vE7H2.T�-E ROOTS SNALL BE CUT CLEArLr.4r�D ROOT SEALED, w�£RE EXGAVATION 5 RE�l.REO AROIIPD TREES(FOR WALI.PAVPJG.ETCJ TFE REPLAGED 5a-`.iV+LL BE 14 SOl AMEPDIv1ENT ArD�NATNE SOL. 7. NO RRK.�ATIpN$HALL BE NSTALLED WITFfJ 5'-0'OF TI-E TRI:NK. NO SPRAY SHALL NT THE TRUrKS OF TREES. ALL TRENGFNG WITNN TI£DRPLNE Wp�L BE DOI�E BY NA�• ALL PGN6 SHAIL RUN PERPEPDI(",ULAR TO TI-E TRIihK WITFN TFE DRPLNE EXCEPT AT FACE OF CU2B,P�ANTER pR PAVIJG. 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A angeme 1 A Lu L i e s '�,Lum.Lume s Ll LLD lDD BF Description me Arr. atls �uin. fts �L el i GaICT pe Unts Avg Ma PA�n Avg Min Ma M�in Pts i Descript�ion � '� 9 3 �''�,I F2FR �',T IN �00 � ''�,10700 � 0.920 0,920 1 000 7 000 GarUco P21-A1-2-4 ftOTATE-130LA-C �25 Pole 30 ease P214-130LA-C IES 265 '2--^ iirALL PTS ±illuminance � - Fc _- 7�21 -}'I S-62 _-C 00 i��N.A 2757 �ALI POINTS AS SHO N i . • i I F2A �BACK-BACK 27318 I 13659 O.S20 0.920 !1 000 7.000 Gartico P21-At-2-S -730LA-C -25 Pole 30 Base P21-5 -730LA-C IES 265.4 � 'i PARKING 1 iliuminance �Fc 2.43 I 5 62 1.07 �2.27 5.25 954 TYPICAL MAIN PARKING AREAS � ' � -. -___ _.- 4 L �, 5 '�.F2A3 3<a3 90 DEGREES 40977 I,13659 .. ._-_-' __.'__._.�____'-."_'_- -"__ _.._._ �_- ___ � 2 F2F 'SINGLE 107U0 10700 . -___ ..._._ .��- _-__ .._.___.. ....'__. ._._.. �_-. ._... �� 6 �.F2 3 E SINGLE 1947 '�.1941 _ i �� 3 �SA �SINGLE � 776 ---��--�:.778 � t I F2FR E T IN 21400 !10700 --_- -----+_----- 2 F2F E SINGLE 10700 �t0700 "�'�E:D P.OTATION Of OPTiCqL ASSCMBL�ES REQU�R[D AS INCICATCD ON P!AN. _- _- . _. -- _ _----�---_ _.__ '`---. -- _t---____ ._- _-.... _- __-- 0.920 1 000 1 000 Gardco P21-At-2-5 -1301A-C -25 Pole 30 8ase P11-5 -i3UlA-C IES 398 1 �132 7 . _.__ --.__- __ _.___ _.__._ .__.._ _.__ _ -'___ '__.. 0.920 '1 000 1 000 Gardco P21-A7-1-4 1JOLA-C -25 Pole 30 Base �Z1-4-730LA-C .IES 132 5 132 5 NOTES _ ___ __ ._____ -.... ..._.__ . .._... ___.. ...._.______. -----.-__ __._. _._ -_ _.__: - _ - .�_-_ 121.3_26LA-C IES 26 26 '�- � .�r. �,� •.� 0.920 �1U00 tOUD Gardcot21-3-26LAC allMOUnta�10 E slinql.ucalion .s N..�,�.��.+n.i.�.:.n�� . - :_�� .F nEn��.:n, �.,,u��..r, .nnsi,. "�� + - Y_-.-.. ----- - -----. ---------- ------_ --__-- --- -- -__ _.._ __ 0.920 �1000 1.000 GARDCOBRMB30C 360-BRP-42 BRM830-C -360-0RP.res 41 41 . .E. ,. _ ,;.,, :,�.,,._4.,.p•�\.�. �„�.._.`,_, q,;�__ �-'-- � .�i �n irn� ian rr h . . . --- - .;.. . , .,;..�,.. .��:,.�� .. 0.920 ,1 000 7.000 Gartico P21-A7-2-4 R07ATE-130LA-C -25 Pole 10 Base E is[ing Location P21-4-1301A-C .IES 265 132 5 - �_- _— _______—_--____ _—.___. LIGHTING LAYOUT RECOMMENDATION 0.920 ��1.U00 1.000 GardcoP21-A1-1-4-130LA-C -25 Pole 30 Base E ist�ngLOCalion P21�4-1301.A-C .IES 1325 1325 � �� NE GARDCO LUMINIARES Vk��IE!'i DESt.121V I It1N HEPOHT FUR T MARSHALL ASSOGIATES LTD AlL VALUES SHO N ARE MAINTAINED HORIZON7AL FOOTCANDLES AT GRAOE 8��APPLICAT!ONS ENGINEERING RAMON ZAPALA APPLE-MA01 SITE Calculations have een per ormed according to IES slandards and good practice SALES REPRESENTATNE.ALR DENNIS DAVIS Some tli erences etween measuretl values antl calculatetl results ma occur due to ASSOCIATED L,IGMTING REPRESENTATIVES.INC 20525 MARIANI AVE.CUPERTINO,CA PHOTOMETRIC DATA USED AS INPU7 FOR THESE CALCULA710NS tolerances in calculat'on methods,test�ing proceAUres,component per ormance, 7777 PARDEE�ANE measuremenl lechn ues and ieltl contl�lrons such as voilage antl lemperaNre p.0 BO 2265 � ��- �� - � - -.. ..._.. ..___ ._. ..____- _.____.___._ ___-.. _.__...___...__.._- .__._.______._-___ IS BASED ON ES7ABLISHED IES PROCEDURES AND PUBLISHED variafions Input tlala usetl lo qenerate the attachetl calculations such as room �� OAKLAND.CA 94621 ... i��rn i�r;r�� Nc��i Fi�t LAMP.RATINGS,FIELD PERFORMANCE ILL DEPEN�ON ACTtJAI. dimensions,re leclances,um ture and architeclural elemenfs s�gni icanll a ect the pHpNE-.510 638�0�50-FA 51�638-2908 .- w. LAMP.BALLAST,E�ECTRICAL.AND SITE CHARACTERISTICS lighting ralculations.1�he reai environment conditions tlo nol malch Ihe input tlata. . .,� AGi32 VERSION 2 36 10443DAV-B-R2 D G 10443DAV-B-R2 A32 di erenres will occur elween measured vzlues antl calculaled values Y #?` -� AC;I(;1599-2012 LIGHTING ANALVS?S INC � �f=' � 1044U BRADFORD ROAO-UNIT A ��--�-� --- - -- --__ ' • ,�„�i��F LITTLETON,CO 80127 s,nit s��[[� n if a[v 't,T.'ryr,�.' 1" 20 1 OF 1 09.12.2012 2 PROJECT NUMBER 10433DAV-R2 DESIGNED ALR INC DRAWN STAFF OATE AUGUST.2012 SCALE AS SHOWN SHEET NAME OVERALL SITE LIGHTING PLAN SHEET NUMBER SK.L1 • • or i iona . n orma ion . ee i e _ _