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EXC-2014-04b City of Cupertino , ,. 10300 Torre Avenue Cupertino,CA 95014 (408) 777-3308 C U P E RT 1 N t? FAX (408) 777-3333 Community Development Department June 10, 2014 Terry Brown 10491 Scenic Blvd. Cupertino, Ca. 95014 SUBJECT: PLANNING COMMISSION ACTTON LETTER—EXC-2014-02,TR-2014-09, EXC-2014-03,TR- 2014-10, EXC-2014-04 This letter confirms the decision of the Planning Commission, given at the meeting of June 9, 2014, approving a Hillside Exception to allow the construction of a new 2,986 square foot single family residence on slopes greater than 30% on a vacant lot (Lot A) and a Tree Removal Permit to allow the removal and replacement of five (5) Coast Live Oak trees to facilitate the construction of the new residence; Hillside Exception to allow the construction of a new 3,185 square foot single family residence on slopes greater than 30% on a vacant lot (Lot B) and a Tree Removal Permit to allow the removal and replacement of five (5) Coast Live Oak trees to facilitate the construction of the new residence; Hillside Exception to allow the construction of a new 3,186 square foot single family residence on slopes greater than 30% on a vacant lot (Lot C), located at 10645 Cordova Road, Lots A, B and C, according to Planning Commission Resolution No.(s) 6744, 6745, 6746, 6747 and 6748. Please be aware that if this Permit is not used within a two-year period, it shall expire on June 9, 2016. Also, please note that an appeal of this decision can be made within 14 calendar days from the mailing of the notice of the decision. If this happens, you will be notified of a public hearing, which will be scheduled before the City Council. Sincerely, � G1J(,Z�- c_---' �� c K iti Groeneweg Assistant Planner Planning Department Enclosures: Resolution 6744, 6745, 6746, 6747 and 6748 CC:Kathryn Osann,62 Emerald,Irvine Ca 92614 Kevin O'Grady,31 Ocean Heights Dr, Newport Beach Ca 92657 Brian O'Grady, 1134 W El Camino Real,Mountain View Ca 94040 EXC-2014-04 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6746 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION TO ALLOW THE CONSTRUCTION OF A NEW 3,186 SQUARE FOOT SINGLE FAMILY RESIDENCE ON SLOPES GREATER THAN 30%ON A VACANT LOT LOCATED AT 10645 CORDOVA ROAD (LOT C) SECTION I: PROTECT DESCRIPTION Application No.: EXC-2014-04(EA-2014-04) Applicant: Terry Brown(Osann, K. O'Grady and B. O'Grady Lots) Location: Lot C, 10645 Cordova Road APN# 342-22-101 SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee has recommended adoption of a Mitigated Negative Declaration; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: 1. The proposed development will not be injurious to property or improvements in the area nor be detrimental to the public health and safety. Tlie proposed site is situated on the west side of Cordova Road, between Mercedes Road to the north and San Juan Road to the south. The lot is currently vacant and surrounded by existing hillside single family residences in tlie Inspiration Heights area of tlie city. Therefore, tlie development will not be injurious to property or imp�•ovements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. Resolution No.6746 EXC-2014-04 June 9,2014 Various street improvements are proposed to Cordova Road to widen the street, construct curb and gutter to better define the edge of the street, thereby improving vehicular circulation. In addition, the project proposes the construction of one driveway to serve three residences which will reduce multiple conflict areas for pedestrian traffic. Therefore, the development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. The properties will be accessed by a shared private driveway from Cordova Road. Shared maintenance agreements and ingress/egress easements will be recorded on the properties for the driveway. In addition, sewer and water connections are available in the street. The development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations necessary to accomplish a reasonable use of the parcel. Aside from the exception to allow construction of slopes greater than 30%, the proposed development complies will all other development regulations of tlie RHS zoning district including, but not limited to, building height, setbacks, and floor area. The development involves the least modification of the prescribed development regulations necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. All locations on the parcel are steeply sloped with slopes ranging from 32% to 36% and, therefore no location on the parcel can be developed without a hillside exception. The proposed development will be located to minimize environmental and grading impacts on the site. 6. The proposed development does not consist of structures on or near known geological or environmental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. Design-level geotechnical plans shall be provided to the satisfaction of the City Building Official and all foundational piers shall extend into the bedrock. Additionally, a geotechnical consultant sliall review and approve all geotechnical aspects of tlie project's building and grading plans to ensure the recommendations are incorporated. With the incorporation of tlle recommendations provided in the geotecllnical report, the proposed development does not consist of structures that have been determined by expert testimony to be unsafe or 12azardous to structures or persons residing tlierein. 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. The development will follow as closely as possible the primary natural contour of the lot to ensure tliat erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. Resolution No.6746 EXC-2014-04 June 9,2014 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. The development on the property shall use natural earth tone and/or vegetation colors with stone detailing and wood siding which blends with the natural hillside environment and wliich is designed in such a manner as to reduce the effective visible mass as much as possible. 9. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such location will create other, more negative environmental impacts. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats ilnless such location will create other, more negative environmental impacts. 10. The proposed development is otherwise consistent with the City's General Plan and Zoning Ordinance as described in Section 19.40.010. The development is meeting all the requirements for RHS zoned properties and is consistent with the City's General Plan and Zoning Ordinance as described in Section 19.40.010. NOW, THEREFORE,BE IT RESOLVED: That after careful consideration of the initial study, maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof,: A Mitigated Negative Declaration (Application no. EA-2014-04) is hereby recommended for adoption; and the application for a Hillside Exception, Application no. EXC-2014-04 is hereby recommended for approval and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Hearing record concerning Application no. EXC-2014-04 as set forth in the Minutes of Planning Commission Meeting of June 9, 2014, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval recommendation is based on the plan set received January 29, 2014 consisting of 25 sheets, labled C, P-1, A-1, A-2, A-3, A-4, B-1, B-2A, B-2B, B-3, B-4, C-1, C-2A, C-2B, C-3, C-4, 1, 2, 3, L1.0, L2.0, L2.1, L3.0, L3.1 and L4.0 entitled, "3 Custom Residences, 10645 Cordova Rd., Cupertino, CA 95014," drawn by SSS Designs LLC; except as may be amended by conditions in this resolution. Resolution No.6746 EXC-2014-04 June 9,2014 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. EXTERIOR BUILDING MATERIALS/TREATMENTS, LANDSCAPING Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments, lighting, retaining walls and landscaping) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits for compliance to RHS zoning and other relevant regulations. Any exterior changes determined to be substantial by the Director of Community Development shall require a modification approval. 4. DEVELOPMENT ALLOCATION The applicant shall receive an allocation of one residential unit from the Other Residential Neighborhoods residential allocation area. 5. 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. 6. TRASH PICKUP PLAN Prior to building permit issuance the applicant shall provide a trash pickup plan. This should identify the location of the trash pickup of all three residences on the site. 7. DRIVEWAY EASEMENT AREA The shared ingress/egress driveway shall be impervious pavers. 8. INGREE/EGRESS ACCESS AGREEMENT Prior to building permit issuance, the applicant shall prepare and record a covenant on the property that: a) Describes the purpose, functions and beneficiaries of the ingress/egress access easement; b) Declares that the applicant agrees to work with neighboring owners of property to the north of the subject site to facilitate future access to their lots, which includes but is not limited to sharing driveway improvements, altering grading and modifying and/or demolishing of retaining walls and other improvements built in the easement area. The covenant shall state that the declaration is binding on successors and assigns of the owner(s). The covenant shall be reviewed and approved by the City Attorney prior to recordation. 9. INTERIOR GARAGE DIMENSION The interior garage clearance shall be 20 feet by 20 feet(measured from inside walls). Resolution No.6746 EXC-2014-04 June 9,2014 10. LANDSCAPE PROjECT SUBMITTAL Prior to issuance of buildin�,permits, the applicant shall submit a full landscape project submittal per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development�rior to issuance of building permits. 11. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed and prior to final occu�anc�. The findings of the assessment shall be consolidated into a landscape installation report. T'he 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." 12. LANDSCAPE AND IRRIGATION MAINTENANCE 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 �rior to issuance of final occu�anc�,. or any time before the landscape installation report is submitted prior to issuance of building permits. 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. 13. TREE PROTECTION The existing trees to remain shall be protected during construction per the City's Protected Tree Ordinance (Chapter 14.18 of the municipal code). The City's standard tree protection measures shall be listed on the plans, and protective fencing shall be installed around the trees to remain prior to issuance of building permits. A report ascertaining the good health of these trees shall be provided prior to issuance of final occupancy. Resolution No.6746 EXG2014-04 June 9,2014 14. COMPLIANCE WITH MITIGATION MONITORING AND REPORTING PROGRAM MMRP The project shall be required to adhere to the mitigation measures identified in the Mitigated Negative Declaration (EA-2014-03) and Mitigation Monitoring and Reporting Program (MMRP) for the project. 15. GEOLOGY AND SOILS MITIGATION MEASURES MM GEO-1: The Geotechnical Study has identified and provided recommendations for site rupiure potential under section 9.1 Location of Proposed Improvements. Those recommendations will be followed in the construction of the project. MM GEO-2: The Geotechnical Study has identified and provided recommendations for seismic ground shaking potential under section 9.2 Seismic Design Criteria. Those recommendations will be followed in the construction of the project. MM GEO-3: The Geotechnical Study has identified and provided recommendations for site seismic-related ground failure under the following sections. Those recommendations will be followed in the construction of the project, except where supplemental geotechnical design measures were recommended by the Geologic and Geotechnical Peer Review (as noted below): • 9.3 Earthwork • 9.4 Foundations — The Geologic and Geotechnical Peer Review offers the following additional recommendations: ■ The Project Geotechnical Consultant shall extend all piers sufficiently into competent bedrock materials. Anticipated primary impact will be to the depths of piers on Lot C. Due to the hillside setting, the presence of shears within the colluvium, future irrigation, and the potentially high expansive nature of the colluvium, this geologic unit does not appear to present a suitable, long-term bearing material for residential foundations. ■ Structural plans shall be developed that incorporate the recommendations of the Project Geotechnical Consultant. • 9.5 Draina�e - The Geologic and Geotechnical Peer Review offers the following additional recommendations: ■ Design specifications of the retention chambers shall be included in the development plans. Additionally, the Grading and Drainage Plan shall reference the most recent geotechnical investigation report and incorporate their design recommendations. • The Geologic and Geotechnical Peer Review recommends the applicant's geotechnical consultant shall review and approve all geotechnical aspects of the project building and grading plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations and underpins, retaining walls and driveway) to ensure that their recommendations have been properly incorporated. Resolution No.6746 EXC-2014-04 June 9,2014 16. AIR QUALITY MITIGATION MEASURES MM AIR-1: All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. ■ All haul trucks transporting soil, sand, or other loose material off-site shall be covered. ■ All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. ■ All vehicle speeds on unpaved roads shall be limited to 15 mph. ■ All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. ■ Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. ■ All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. ■ Post a publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District's phone number shall also be visible to ensure compliance with applicable regulations. 17. BIOLOGICAL RESOURCES MM BIO-1: For every protected tree removed, plant replacement trees, of a species and size as designated by the approval authority and consistent with the replacement value of each tree removed. MM BIO-1: ■ A site plan shall be prepared describing the relationship of proposed grading and utility trenching to the trees designated for preservation. Construction and grading should not significantly raise or lower the ground level beneath tree drip lines. If the ground level is proposed for modification beneath the drip line, the architect/arborist shall address and mitigate the impact to the tree(s). ■ All trees to be preserved on the property and all trees adjacent to the property shall be protected against damage during construction operations by constructing a four-foot- high fence around the drip line, and armor as needed. The extent of fencing and armoring shall be determined by the landscape architect. The tree protection shall be placed before any excavation or grading is begun and shall be maintained in repair for the duration of the construction work. ■ No construction operations shall be carried on within the drip line area of any tree designated to be saved except as is authorized by the Director of Community Development. Resolution No.6746 EXC-2014-04 June 9,2014 ■ If trenching is required to penetrate the protection barrier for the tree, the section of trench in the drip line shall be hand dug so as to preclude the cutting of roots. Prior to initiating any trenching within the barrier approval by staff with consultation of an arborist shall be completed. ■ Trees which require any degree of fill around the natural grade shall be guarded by recognized standards of tree protection and design of tree wells. ■ The area under the drip line of the tree shall be kept clean. No construction materials nor chemical solvents shall be stored or dumped under a tree. ■ Fires for any reason shall not be made within fifty feet of any tree selected to remain and shall be limited in size and kept under constant surveillance. ■ The general contractor shall use a tree service licensee, as defined by California Business and Professional Code, to prune and cut off the branches that must be removed during the grading or construction. No branches or roots shall be cut unless at first reviewed by the landscape architect/arborist with approval of staff. ■ Any damage to existing tree crowns or root systems shall be repaired immediately by an approved tree surgeon. ■ No storage of construction materials or parking shall be permitted within the drip line area of any tree designated to be saved. 18. CULTURAL RESOURCES MITIGATION MEASURES MM HAZ-1.4: In the event that any prehistoric or historic subsurface cultural resources are discovered during ground disturbing activities, all work should be temporarily halted in the vicinity of the discovered materials and workers should avoid altering the materials and their context until a qualified professional archaeologist has evaluated the situation and provided appropriate recommendations. Project personnel should not collect cultural resources. The City of Cupertino (or its representative) shall consult with a qualified archaeologist or paleontologist to assess the significance of the find. If any find is determined to be significant, the City of Cupertino (or its representative) and the archaeologist and/or paleontologist would meet to determine the appropriate avoidance measures. All significant cultural materials recovered shall be subject to scientific analysis, professional museum duration, and a report prepared by the qualified archaeologist according to current professional standards. 19. NOISE MITIGATION MEASURES MM NOI-1: The following construction noise mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: • Construction activities shall be limited to the hours of 7:00 am to 8:00 pm on weekdays and 9:00 am to 6:00 pm on weekends. Construction activities are prohibited on holidays. • All construction equipment shall use noise-reduction features that are no less effective than those originally installed by the manufacturer. If no noise-reduction features were originally installed, then the contractor shall require that at least a muffler be installed on the equipment. Resolution No.6746 EXC-2014-04 June 9,2014 • No individual device will produce a noise level more than 87 dBA at a distance of twenty-five feet or the noise level on any nearby property does not exceed 80 dBA. 20. PRE-CONSTRUCTION MEETING AND CONSTRUCTION MANAGEMENT PLAN Prior to commencement of construction activities, the applicant shall arrange for a pre- construction meeting with the pertinent departments (including, but not limited to, Building, Planning, Public Works, Santa Clara County Fire Department) to review an applicant-prepared construction management plan including,but not limited to: a. Plan for compliance with conditions of approval b. Plan for public access during work in the public right-of-way c. Construction staging area d. Construction schedule and hours e. Construction phasing plan, if any f. Contractor parking area g. Tree preservation/protection plan h. Site dust, noise and storm run-off management plan i. Emergency/complaint and construction site manager contacts 21. CONSTRUCTION HOURS The applicant shall comply with the construction hours standards described in section 10.48 of the Cupertino Municipal Code. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 22. 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. 23. 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. 24. 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 Resolution No.6746 EXC-2014-04 June 9,2014 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. 25. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. RETAINING WALL Developer will be responsible for designing and installing a concrete retaining wall on the downhill (east) side of Cordova Road along the property frontage, in accordance with City Standards and as approved by the City Engineer. The retaining wall will need to provide adequate support for the roadway to handle the increased traffic caused by the development and to address emergency vehicle (fire truck) loading requirements. The Developer shall provide to the City samples or depictions of the wall fa�ade for approval, prior to installation of the wall. 2. ASPHALT PAVEMENT ALONG PUBLIC STREET Developer will be required to repair any damage to the asphalt pavement in the public right of way caused by project's construction activities, as required by and to the satisfaction of the City Engineer. 3. TREE PROTECTION AND PRESERVATION Developer will be responsible for protecting and preserving the existing Torrey Pine tree (Pinus Torreyana) located adjacent to Cordova Road on the southerly end of the property frontage. Tree protection facilities shall be installed in accordance with City Standard Details and will be required to be inspected and approved by a certified arborist. 4. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 5. 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. Resolution No.6746 EXC-2014-04 June 9,2014 6. 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. 7. 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. 8. 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. 9. 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. 10. 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. 11. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checkulg and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking&Inspection Fees: $Per current fee schedule ($2,707 or 5%) Resolution No.6746 EXC-2014-04 June 9,2014 b. Grading Permit: $Per current fee schedule ($2,542.00 or 6%) c. Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $TBD e. Power Cost: *�' f. Map Checking Fees: $Per current fee schedule ($8,213.00) g. Park Fees: $Per current fee schedule ($9,000 per unit) h. Street Tree $338 per tree to be installed by City ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor&Material Bond: 100% of Off-site and On-site Improvement On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 12. 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. 13. 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. 14. 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. Resolution No.6746 EXC-2014-04 June 9,2014 15. 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. 16. 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. 17. EROSION CONTROL PLAN Developer must 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. 18. 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. 19. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 20. TRASH ENCLOSURE The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 21. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. Resolution No.6746 EXC-2014-04 June 9,2014 22. 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. 23. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 24. FIRE SAFETY DURING CONSTRUCTION Developer shall at all times during construction have adequate access to water facilities (temporary metered access to a fire hydrant, an onsite water tank, water truck, etc.) to aid in immediate fire suppression. 25. 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). 26. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 27. SAN jOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval for water connection, service capability and location and layout of water lines and backflow preventers before issuance of a building permit approval. 28. DEDICATION OF WATERLINES Developer shall dedicate to the City all water mains and appurtenances installed to City Standards. The developer shall reach an agreement with San Jose Water Company for water service to the subject development. 29. 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. 30. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. Resolution No.6746 EXC-2014-04 June 9,2014 31. UTILIT'Y EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT 1. FIRE SPRINKLERS REQUIRED IN RESIDENCES AND DETACHED WORKSPACES Wildland-Urban Interface: This project is located within the designated Wildland-Urban Interface Fire Area. The building construction shall comply with the provisions of California Building Code (CBC) Chapter 7A. Note that vegetation clearance shall be in compliance with CBC Section 701A.3.2.4 prior to project final approval. Check with the Planning Department for related Landscape plan requirements. 2. FIRE SPRINKLERS REQUIRED IN RESIDENCES AND DETACHED WORKSPACES An automatic sprinkler system shall be installed in one-and two-family dwellings (including detached workspaces) as follows: In all new one-and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. NOTE: The owner(s), occupant(s), and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. NOTE: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Sections 903.2 as adopted in Section 16-40-210 of the CMC. 3. WATER SUPPLY REQUIREMENTS Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection system, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. Resolution No.6746 EXC-2014-04 June 9,2014 4. CONSTRUCTION SITE FIRE SAFETY All construction sites must comply with applicable provisions of the CFC Chapter 33 and County Fire Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 5. PREMISES IDENTIFICATION Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. SECTION VI: CONDITIONS ADMINISTERED BY THE CUPERTINO SANITARY DISTRICT 1. FEES AND PERMITS Cupertino Sanitary District Fees and Permits shall be required for the subject improvements. 2. BACKFLOW DEVICE An approved backflow device (IAPMO or UPC approved) is required since the lowest finished floor with plumbing is less than (1') foot above the rim of the nearest upstream manhole (O.C. 4105). The backflow device will be inspected to verify existence and serviceability by a District Inspector at the time of video inspection. District to provide Building Department with written notification upon completion of inspection (O.C. 5104). 3. PROPERTY LINE CLEANOUT Install new property line cleanout. Property line cleanout must be within 5 feet of the property line. Cleanout shall be the same diameter as the street portion of the service lateral. Gravity lateral is 4" diameter minimum (O.C. 4101). 4. CONNECTION PERMIT A Cupertino Sanitary District Connection Permit is required for the proposed improvements (O.C. 8100) 5. LATERAL PERMIT A Cupertino Sanitary District Lateral Permit is required for the proposed improvements (O.C. 8300). Lateral Permit will only be issued to Licensed Underground Contractor registered to work in the Cupertino Sanitary District. Instructions for Contractor's registration can be found on the District's website under "Contractors." (O.C. 5100). 6. SEWAGE PUMP A sewage pump is required unless a Civil Engineer certifies that the sewage can adequately gravity drain from plumbing fixtures to public sewers. The sewage pump shall not be located within the crawlspace or basement. Relocate pump outside of structure or within light well or stairwell. The pump will be inspected by the City of Cupertino and verified by a District Inspector. Resolution No.6746 EXC-2014-04 june 9,2014 7. SANITARY SEWER MANHOLE Show the upstream sanitary sewer manhole with existing rim and invert elevation, main and lateral on plans. The street portion of existing sanitary sewer lateral is to be extended by permit from the District to the new property line. 8. CLOSED-CIRCUIT VIDEO Closed-circuit video of the new property line cleanout, point of connection and District lateral is required prior to clearance for City of Cupertino Final Inspection. Owner to call District at least 48 hours prior to video inspection to schedule a District Inspector. District to provide Building Department with written notification upon completion of inspection (O.C. 5104). PASSED AND ADOPTED this 9th day of June, 2014, Regular Meeting of the Planning Commission of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONERS: Chair Brophy, Vice Chair Lee, Sun, Gong, Takahashi NOES: COMMISSIONEIZS:none ABSTAIN: COMMISSIONERS:none ABSENT: COMMISSIONERS:none ATTEST: APPROVED: /s/Garv Chao /s/I'aul Bro�h� Gary Chao Paul Brophy, Chair Assist. Director of Community Development Planning Commission G:\Planning\PDREPORT\RES\2014\EXG2014-04 res.doc DRAWIN.> �NDEX SITE DATA SHEET NO. DESCRIPTION LOT C PARCEL 1- DOC#13861924 ARCHITECTURAL DRAWINGS APN 342-22-099 LOT"C" LOT AREA 13,628 SF ZONING RHS . COVER SITEPLAN. ALLOwABLEFLOORAREA . SITE DATA DRAWING INDEX F�ooR ARen�((13,828•10000j/1000)(59.5�+4500� SCOPE OF WORK FLOOR AREA=4,718.20 SF P-1 3 HOMES PERSPECTIVE SLOPE AD,IUSTMENT 4.718.20 SF X 0.70�3,301.34 SF MAX.ALLOW. A-1 LOT A SITE PLAN SITE DATA PROaosEO�ooRnr� SITE KEY COVERED PORCH 75.0 SF WA OARAGE LEVEL 475.0 SF A-2 LOT A FLOOR PLANS MniN�� t,e5t.o SF FLOOR AREA DIAGRAMS uPPER�L t,oeo.o SF TOTAL 3,188.0 SF A-3 lOT A EXTERIOR ELEVATIONS GRADED YARD AFiEA 1,320.0 SF A-4 LOT A BUILDING SECTIONS PERSPECTNE LO7COVERnGE 1a.osc 1,925 SF!13,628 SF &1 LOT B SITE PLAN oN si�aaztcwc e SITE DATA GARAGE 2 SITE KEY OPEN a SPRINfdER YES B-ZA LOT B FLOOR PLANS NUMBER OF STORIES 3 &2B FLOOR AREA DIAGRAMS oCCUPANCY R 3lU 83 LOT B EXTERIOR ELEVATIONS Torn�HEicM ze�.o� B-4 . LOT B BUILDING SECTIONS Fu�r�ten �s2sF PERSPECTIVE TOTAL LANDSCAPE 5,899 SF G1 LOT C SITE PLAN PAT10/HnRDSCAPE 1,275 SF SITE DATA si i t�r LOT B PARCEL 2-DOC#18520695 C-2A LOT C FLOOR PLANS APN 342-2Z-100 LOT"B° LOT AREA 12,455 SF DEDUCT EASEMENT 1,182 SF G2B FLOOR AREA DIAGRAMS zoNING RHS � NETAREA 71,273 SF C3 LOT C EXTERIOR ELEVATIONS n��owaet.�F�ooR ARen FLOOR AREA=((11,273-t0000�t000x59.5�+4500� C-4 LOT C BUILDING SECTIONS F�ooR A�•4,5es sF PERSPECTNE SLOPE ADJUSTMENT CIVIL DRA�IVIi`iGS 4,588 SF X 0.70•3,217 SF MAX.ALLOW. 1 OF 3 DEVELOPMENT PLAN PROPOSED FLOOR AREA 2 OF 3 TREE EXHIBIT PLAN CovERED PoRCH 20.o sF GARAGE IEVEL 428.0 SF MAIN LEVEL 1,583.0 SF 3 OF 3 GRADING&DRAINAGE PLAN uPPER�v�. 1,tse.o sF TOTAL "3,185.0 SF LANDSCAPE DRAWINGS GRADED YARD AREA 870.0 SF L1A PLANTING PLAN LOT COVERAGE 14.93% L2.0 HYDROZONE PLAN t,858 SF/12,�55 sF ON SITE PARKING TOTAL 8 L2.1 . IRRIGATION PLAN c�,aRAGE 2 OPEN 1 L3.0 LANDSCAPE DETAILS SPRINIdER YES L3.1 LANDSCAPE DETAILS NUMBER OF STORIES 3 L4.0 LANDSCAPE SPECIFICATIONS ToTA�HE�ci�ri zT-e• FLAT AREA 186 SF TOTAL LANDSCAPE 8.882 SF PATIOlNARDSCAPE 891 SF LOT A PARCEL 3-DOC#17446542 APN 342-22-101 LOT"A" LOT AREA 10.912 SF ZONING RHS DEDUCT EASEMENT 1,432 SF NET AREA 9.480 SF _ ALLOWABLE FLOOR AREA FLOOR AREA=0.45 X 9,480 SF FLOOR AREA�4,2Q8 SF � _�.:'�n.n'i.°"�"'.`'`+-�' .Z•;�•!-.f�"',i�"".w�!�,''�16i+F��� , , � - . �. � . . ,'--Y°' - j •, � SLOPE ADJUSTMENT � FLOOR AREA�4,288 X(1-(1.5 X(0.30-1))) � � � •2�988 SF MAX.ALLOW. � ������ � r. !* • ? [ k k,�j.. ,.. .. .�.�'�+u i ,�. .qg�.rg . ._... � PROPOSED F100R AREA -:�.� _ � • � COVERED PORCH 88.0 SF WA � GARAGE LEVEL 480.0 SF . ENTRY LEVEL 540.0 SF / _/� , hAAIN IEVEI 1,041.0 SF J/ �,:� . � j' ,.� r(r� � UPPER LEVEL 925.0 SF { r4t. ,�' , 4 . , � . .. �.a,�.�-..:a.�....ac..yw.c, TOTAL 2,988.0 SF E te •j GRADED YARD AREA 555.0 SF �e � LOT COVERAGE 18.75 9L � 1,828 SF/10,912 SF �1�;il�:di?v lit� "' " _�t�/�„µ,�E' . ON SITE PARIQNG TOTAL 8 J GARAGE 2 �D3C eiUj;if OPEN 4 SPRINKLER YES ► } NUMBER OF STORIES 3 � TOTAL HEIGHT 29'-0" . FLAT AREA 0 SF ,; � ��_ "-- ,� - w� - n- /•; TOTAL LANDSCAPE 8,829 SF - -y!�� ���.��r. � . . PATIO/HARDSCAPE 429 SF • (�js�'ppFN R $j� \ FiVC�NG N�i.�� �\ N �i � �`s)4. � �\� � �8 Y SCOPE OF WORK CODE COMPLIANCE CONSTRUCT THREE(3)NEW SINGLE FAMILY 2013 CALIFORNIA BUIL�ING CODE DWELLINGS ON THREE SEPARATE PARCELS (Based on 20�9 Intematbnal Bu9ding Cade) WITH A HILLSIDE(RHS)EXCEPTION(WITH 2O13 CALIFORNIA PLUMBING CODE TFIE SITE SLOPE GREATER THAN 30 0��. (eased Oon 2009 Intematlonal reaidentiel Cade) 2013 CALIFORNIA MECHANICAL CODE (Based on 2009 Uniform Plixnbinp Cadej 2013 CALIFORNIA ELECTRICAL CODE (Baaed on 2009 Unifortn Meehanical Cade) 2073 CAI.IFORNIA EIECTRICAL CODE (Bassd on 2009 Natlonal Electrkal Code) 2013 CALIFORNIA ENERGY COOE 2013 CALIFORNIA GREEN BUILDING CODE CUPERTiNO MUNICIPAL CODE 2013 CALIFORNIA RESIOENTWL CODE 2013 CALIFORNIA FIRE CODE REVISIONS BY SETBACKS 1 19 SEPT 13 555 � . .QPLANNING �S NOV 25,2073 QPLANNIN6 �S DEC 09,2013 �4 PUNNING � JAN O6 2074 ,,..�,,�,���,�. . 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IRON PIPE WM WATER METER TW TOP OF WALL BW BOTTOM OF WAIL FG FINISH GRAOE TC TOP OF CURB EP EDGE OF PAVEMENT DI DRAIN INIET ROW CORDOVA ROAD RIGHT OF WAY STA STATION GEOTECHNICAL REPORT: HALLENBECK &ASSOCIATES, GEOTECHNICAL ENGINEERING CONSULTANTS MAY 19,1992 JOB N0. 2785-9202 UPDATE JANUARY 9, 1997 GRADING QUANTITIES: PARCEL CUT(CUBIC YDS.) FILL(CUBIC YDS.) REMAINDER SITE TOTAL 1 333 186 147 C.Y. CUT 2 389 189 200 C.Y.CUT 3 772 0 772 C.Y.CUT 1119 C.Y.CUT NOTE: EARTH WORK QUANIITIES SHOWN ARE BASED UPON AVERAGE FINISH GRADES, SUB—GRADES AND AVERAGE EXISIING GRADES AND ARE APPROXIMATE.IT SHALL BE CONTRACTOR'S RESPONSIBILJTY TO INDEPENDENTLY ESTIMATE QUANTITIES FOR HIS/HER ow►�usE. � REVISIONS � � � ^ Gi'�. � C Z N M O 7 +��- U C� tno�c � �v._ 41� �rnx`m >Q�� C • m U•'rn �p'� oo�w C N.-M U C'C (.j t°�v V� J O M Z � �J�3 � � a3 oW � �3 Z � U U � 0 �p�IFESSiq� �G�R D.y�co� ��Na21755 Z " �r�l�,CIV1���! �CAI�E Z Q J � Q W � Z C� Q Q � � O Z L.L Q Q J � � Q � O U � � � � o ° � U � Z � Q � �..I..� � � O � C� r- U Dote: JAN 2014 Scale: 1'= 20' Orawn: CAD Sheet Z J of � Sheets X � Z I N I 0 m z � m EXISTING RESIDENCE �1�S�II��LS �PDICATES PLANT KEY NDICATES PLANT QUANTITT ��� VTRACTOR SNALL VERFY PLANT Gtt1ANTIT�S FROM TNE PLANTNG PLAN. IES SNOWN W TI-�E LEGEND ARE FOR CONVENENCE OPLY. Ti-E LANDSCAPE ARCI-aTECT IMMEDIATELY kJ TI-E EVENT OF ANY 'ANC�S BETWEEN ACTUAL 51TE CAPDITIONS APD TI-E PLANTN6 PLAN. iROUrDCOVER N 51-RUB AREAS A5 NOTED,U$E TRIANC'�ULAR SPACNG. fAIL AND SPECFICATION 54�ET5 FOR ADDITIONAL IrFORMATION. VILL BE NO MATERIALS OR PLANT MATERIALS$UBSTITUTIONS WITI-IOUT AL OF TNE OWrER OR TI-E LAPDSCAPE ARCNTECT. �ES PLANTED WITN LAWN NpT TO EXCEED A 3d SLOPE. ALL SLOPES >WITN 6ROUPD COVER NOT TO EXCEED A 2�1 SLOPE. POSITNE DRAINA6E AWAY FROM ALL BULDNGS(2S tvY�iJ :VENT OF AN1'DISCREPANCES BETWEEN TI-IS PLAN At�ACTUAL SfTE JNS,THE LAN�SCAPE ARCI-ITECT IS TO BE NOTFIED IMbEDIATELY. �TFN�'SN GRADE LArD CAPE BCONTRAC T�I$TO�FITNREAGRA�DETALL��� APE AREAS. '_UTLJTES ARE TO BE PROTECTED DIJRINC'CONSTRUCTION. Md TI-E EVENT �LICT BETWEEN TI-E PLANS APD UTILIT�S T4�E COMRACTOR SNALL NOTIFY �DSCAPE ARCI-ITECT. ANY DAMA6E TO UTNJT�S.STRUCTURES,OR OTI-�R =S TO REMAN,Af�CAUSE�BY TF�E LAPDSCAPE CANTRACTOR SF�IALL BE =D OR REPAIRED BY TNE CONTRACTOR AT NO EXPENSE TO T4-E OW�R. RK W TLIESE DRAWWCiS Af�D SPECFICATION�'MY RUN CONCIRRENTLY WITN Y OTI-ERS. TNE LANDSCAPE CONTRACTOR SNALL COORD�IATE TNE WORK HER CONTRACTORS. �O GVIL ENGI�EER'S PLANS FOR OVERALL SITE GRADWG APD DRANAGE. WN SNAL.L BE DWARF FESC'•l,E BL.F�D. �ANY DIGGNG OR TRENCNNG.CALL UNDERGROUPD SERVICE ALERT- �.2600 � � � � � :1 1 :\TI ..��'�'�f��i RiE���tG► �, o �`' u�s �� 'f���✓ ��A F��,�� � � � �L�`!"�e�,E�,J���,. III Il li�ii,,.,,,p���i ii, �� J i��i ��,�i�i� � 'lill��'' �u . .: . ���� ��.� � , � � __ '''��iiiiil'��i;I,;������� REED ASSOCIATES LANDSCAPE ARCHITECTUFiE 477 SOUTH TAAFFE STREET SUNNYVALE.CALIFORNIA 94086 •OB.�81-90Y0!�OB.a81•902]FA% wab:www.reb.nN/ema�;pyYg�reliM CORDOVA ROAD 10645 CORDOVA RD. CUPERTINO,CA ISSUE d4TE — sIM ehangq 12.02.13 — eHy eomm.nit o1.06.11 ��x�� �PAUL JAY REED � No.2002 y * EXP.9/30/15 � S�, P 9T F���� OWNERSHIP AND USE OF OOCUMENTS N Drawkga.Spacfiicotione aM cropin Nsreof fumisMA by Ra�A Assotkte�LorM�toM Iit�Rsetura on and eliall r�nwin ita praparty.TAar aro b Ea wetl oNy riN respact W Nia Vrojeet and aro rrot te ba usad on ony M�er project. SuMw�mon or E's4iEution W mwt oK ial r�gulofnry rr QYIfMIMif Of fof pulpOili iIl CAnnlCS1011 wi(FI�II� Projad is nd to M amtrusd w puDfication in daoqalion d Neee Mweiatas Lawxaps kMftecturo,eomnwn b.copynqnt w oMer rexned tiq�b. Approved pjr Drawn DS Reviewe� pjr Prqect No. ---- Scala 1=76 �uue Date 1,6.14 LANDSCAPE PLANTING PLAN �1 .0 Shnt Of �- �� ��*y. 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'`, r,,i y ;� 1��J ., � �� /• ;"/ .. �..-�., � r I`h�\ /� � �' 1 IRRiGAl10N NOTES L 5EE SPECIFICATION MD DETAL SF�ETS FOR ADOITIONAL FFORMATION. 2.NpTFY TFE LANDSCAPE ARCHTECT/vNAEOIATELY CJ TI-E EVENT OF ANY DISCREPANGES BETWEEN TI-E ACTUAL S�TE COrDIT10N5 Af�D THS PLAN. 3.TH5 SYSTEM IS DESK'��TO OPERATE WRN A STATIC WATER PRESSURE OF 70 PSL VERIFY WATER PRESSURE PRIOR TO TNE START OF CON�TRUCTIOr1 4•TNS PLAN IS OIAGRMMIAT�G ArD�OES NOT NEGESSARILY NDICATE ALL OFFSETS AND FITTINGS REQURED FOR A COMPLETE R2IGATION SYSTEM. 5.LOCATE ALL PPNC'N PLANTNG AREAS WI-ERE EVER POSSIBLE. 6. COORqNATE AUTOMATIC CONTROLLER�ECTRICAL NpOK-W WITtI PROJECT H.ECTRICIAN. 7.VERIFY TYPE Af�D LOCATION OF BACKFLOW PREVENTION A55EM&_Y WITH LOCAL JU621SOICTION,PRIOR TO NSTALLATION. 8. �1STALL CNECK VALVES AS RE�URED TO PREVENT LOW-IaEAD�RAINAGE. 9.DETECTOR TAPE SFIOULD BE NSTALLED WITH ANY PRESSURE UNES NOT BURED IN THE SAME TRENCN WITLI CONTROL WIRES APD WITN ANY LPES OF ANY KW U�DER PAVHJG NOT N A TRENCN WITN CONTROL WIRES. 10,NSTALL TWO SPARE COh1TROL WK2ES ALONC'TI-E ENTIRE MAW LFE. SPARE WRES SHALL BE THE SAME GOLOR(O(�E WITH A WHTE STRIPE)AhD OF A DIFFERENT COLOR THAN OiLIER CONTROL WIRES. LOOP 36"EXCESS WU2E INTO EACH SINGLE VALVE BOX At�O NTO OrE VALVE BOX pV EACH GROUP OF VALVES. 0. /i�� � • � EXISTING TREE 70 REMAW \\_�/ �'?♦ ,� ��\ � ''� I 'v�/�Fj1 �` `�\�v,�� '� \\�` �' .� � 9%' I I �� ���♦� . �, t \;�. , �`w r � I f �, �� ♦ L�• �` � , ' MA . 1 � '�, �� A {I. 1 �*;�; `��_j` � �, � POC I , � �, � �` ,q� '' , ; ;; �� i,� , � --------- � ;1 � '' �, ,,��'' a � I ,, � � � V{ � ; I � �;'� �� � �,,� '� i (d; 1„``' i �j � �� !O � l, `v � � �� I c7 � � f �1 i *,. �' ' � '�� LECTROLIER ;'�*r ,'��' ; + � s I+�, r��r i �� -,I��,�-,��. �I � , ,;' ��y� �:_,�;�, _ ._ / q�, � i r'x T h 1� �� ,�� ,r_ '-- � 'I i ���_. T / {� p �`\ ; � f� � .,;I�_,� ;'1 i / ''� M1 rL �!�\ / //1 / / Y ' " � ��� � � DRIP IRRIGATION NOTES r � � rI t ' • \� / / � �' i �- 'y��t�,� ,�'-?,� �,� l.5 6 � ' �� """ T Cs•P . �" L REFER TO DRP RRIGATION DETALS FOR TI-E LAYOUT APD EXACT r� , � �,�,�I� ; i, DVv�NS�FOR Tt�E DRIP LWE. Tl-E DRP LI�E SLaALL BE A MAXPAUM OF 18" �� �J I�J,%' APART At�D SNALL BE A MAXW1LXu1 OF 4'FROM ALL WALKS,CURBS MD i' � WALLS. TI-IE NUMBER OF DR�LIf�ES SHOWN ON PLANS MAY NOT REFLECT ' , � ��' � TI-E ACTUAL NUMBER REQUg2ED,TIaE SPACNG GUIDE SHALL TAKE 4�' � � PRECEDENCE. DRP F�ATTER LI�S SNALL BE ALIGI�D TO NAVE A �� 1�<i'�,f � ;�'�I B� STAGGERED TRIANGULAR EMITTH2 LAYOUT PATTERt�1 ,,�;;,:- I / �• r.��v'� 2. TLE SI�PPI.Y I-EADER A�EXNAUST 1-IEADER,WI-EN PVC,S�IALL BE BlA2ED � � � �i ,� ' / AT A MNMUM OF 12'BELOW GRADE. ��� ,i�,;, 3. NSTALL THE AUTOMl�TIC AIR RELEF VALVE AT Ti-E HIGI-EST PONT ON EACN CRCUT OR AS�2ECTED BY T4�PROJECT LAt�DSCAPE ARCI-9TECT. / 4. ALL DRIP EIvYTTER LIrES TO RUN PARALLEL TO LMDSCAPE SLOPE WI-ERE ; ,.� a,�ucasi.e. POC I / s6 � � / I I � O � � / � , IRRIGATION LEGEND � 0 08 16 32 \ Scale 1'=16 ft aheet slze=24'x 38' RRIGATION NOTES LEGEND LOCA7E i7RIGA710N M�W.lE MD R7M'�A1KN VPLVES N LAPO$('.APE O1�AS ML RfM'a4TCN VNES TO BE LOCAT�N SPEt�VALrE B�(N 5�3b RONfW PREAS Ot1Y. 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CUPERTINO,CA i55UE DATE - �it�ehonqn 12.02.13 — elM eomm�nfi 01.06.14 ���� �PAUL JAY REED � No.2002 � * DIP.9/30/LS # S�, P 9r ,¢� F¢�\W �'� OWNERSHIP AND USE OF DOCUMENTS M Drawiiqs.SpeciTicatloro anE copies theraot IumisME Cy I W!A NWCiO�M I.MU�COD�MC�RlC�Yf! W!Ofld 1110/fM11M �, iH poperty.Thsy ore b Da weE oMy riN raapact b Nis '. Projact onE aro irot to ba aad on ony othar project. �� Submi�ion or distribufion W m«t oKciol nquWWry r�— i quir�m�nts Or for purpos�f'n tonn�ction with tM� Projxt s not to M mMrusd a puDfiwfion in Eemqotion of RaW Mrocioles lartl�CaM Mc�itettum.cormmon lar copyiiqPt u ol�ar re�arvaA rig�d. �"°c��"��vea pjr Dr DS Reviewed pjr �ct No. ---- � 1=16 lewe Date 1.6.14 "�°'�' LANDSCAPE IRRIGATION PLAN L2. 1 shnt of �rwrx•w sooa� VALVE gpX,'�DS�RO'VALVE BOX(212BC1M � ��'a,Ar� a�rB�r,Y �co�az. ! i va,�ve eox.�ws�ta va.ve eox c2r�ecR� ���va,�ve. 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FOR CONTAOL VALVeB FOR DFi'iii0A710N a reT,ui�raa aaa2cna+x�xr. 1 IRRIGATION HEAD DETAIL 2 IRRIGATION CONTROL VALVE DETAIL 3 OUICK-COUPLER pETA� 4 BACKFLOW PREVENTER DETA� 'DEEPROOT' BARRIER �. � -or�aoor ea� soewnuc I ` " 0.8-24-21 iR� QJffi .�. •°'•" "`"'� � � SF�RIS PLfWT � � i s�cnon tt.w New � �T� �� � ena�c n�u.cu c3�n,r� AT ''°'°" ��� � ��1iD���r� �///////// /////// CREATE SAUCER WITI-I TOPSOL(67 tu�l .,.. . ,. o., � ��°� wr o� aka�wacs � �??;�� - . ak� ,m. """°'"°" Fid941 ORADE ,:.�„'<: GBJTLY COWPACTID TOPc.�OL NrDCT1RE � �� TANP�ADMDCTU2E BApCRL :f;: 6..qa...� ^"'�,...a.+.� � � R007BALL - t LOCAiB�WtT4N 5'-0'OF�W�ALIC�CIRB.TS�KS "'••°•••�> 2 LI�E4R_6N7RH2 SFIALL BE'D�ROOT BARR62' ZX BALL DIA.NN. ���vT T�� �a�R.�t� 48-24 D .,..,,,,,..�,�,u.,�,o wn�r orrqi n o pBPEGF1CAi�Oro 3,�p�j�Q� �/ �P7��.�ggT$,,LP. "••0°•`•` �� 4'DIA.R"36'LOIJO� SAN Fi���ICSCA,GA 94� 4L1'�79F�9'!00 Eb57TJCi SIBORADE 4. 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REED ASSOCIATES LANDSCAPE ARCHITECTURE an soun� Ta,�e sra�r SUNNYVALE, CALIFORNIA 94086 .oe.�e�•ooxoiaoe.�e�-eozzFNc web:.rw�wnla.nel/emek W�1C�ele.M1 CORDOVA ROAD 10645 CORDOVA RD. CUPERTINO,CA � �� .M.eA.ny.. i:.U2.,3 ehf'��� OtAi.14 �r �� m Q PAUL JAY REED � a� No.2002 :� � o�.w�o�e f e�., .r �►��`edd 01rNERSFIP Al1D USE OF DOCUME►!IS N ua�Yp�,ly�eMkatlo�sd�eyw tlr�of hrdrra y �r0 A�etJeln laWr,�ep�Md�hn e�otl�M�maM Ib poprq�.7My an b E�wd aM'�A n�0�b tliY Pre}d an0 0�mt te h��rA m m0'd!w pel�el. SW�NWen a A�4aNen as nwt aflfeW npMlxy ir qW�x for purywr In oarwalbn�Itl�tM Rejd Y rl b M erWVtl r�mYen In draqdien d Rrd Areelel�Isideop�bdiYehn,eesrnen Iw eoyriyi a etlr�wad rlpAla Mn�w ah Dinw� D3 R�is�ed pj� Pro)eet No. — scd.NTS wus oare 1.6.14 LANDSCAPE CONSTRUCTION DETAILS L3.0 roa oF n��ri�i e�u Rou�u va,�ve eox, RAN BRD VB-6RPD 30 NCH��� Y����� AR R��VALVE IQT� VALVE BOX.TDSfRO'VALVE 80X QMBCDB) : :::: WRH DOLT DOWN LD,OR Eali41_ RAN BRD Xf7000 TOP OF ALLCH �►7�►,�+CO�D��D AR VALVE KIT WA7H2 PROOF j�N�ECTION ���� RAI�B�ZD 9PLICE RAI�Bf�' FMJ�Ia GRADE ��y�q�yE, a�,w��s ocFi!s.�'�'D'�� VAVI.E Fi1Ht MD EAST FiT COtiPRE9�310N Tg PRES�LRE RE6LLATdb r�wsr rrr rr w�Oo�eeuw bew�et 'RAW DRD'OyDCF�� 411i l�id 60CA�06Cn • • wc u�trE �C����� i..ir�sc+ia�v�%�nsi�c �JQ�.o avc�e.� w��sc-.ia�o���is�.�o ��a�sci,a�oQa.i�Tuei�o v�-�a�aarEn�e�a� V2�JCH POL7ETNYLB�E PPE � � ° 00 ��° ���� 3/4�ICi�WAS4�GRAV� eAer I�r Co�e99oN CpJRN3 EAST RT COtiPRE8810N COIPIlJ('s� v.w era oaDd4oaA TtAN BRD'O.00FCOLIP� 8-r�cu�Mt��u oF sck ao avc Mnrar� 3/4-NCH WASI�ED GRAVEL rwsr rrr y,r rerua oo�.voeaeiav�v�vret� eea�rtr'r'n °�¢,sr Ar rr�a.wF�.�ee�a��ouwtet Tuw e�A'o�OC�SOfP7) EAST��'310N FLU3F1 CAP 'RAN API wc um+K u� 1 DRIP LINE AIR RELEIF VALE 2 DRIP LINE CONTROL ZONE KIT DEfAIL 3 DRIP COMPRESSION ADAPTERS DETAIL 4 DRIP COMPRESSION ADAPTERS DETAIL �„��,�,��� �-,���, ��,��°�� s„� ��-��.� �oa,�v,er `�-i�—_,. avC u��� rav aF wa+ � ��� / �moo�c� � p�� y� .� 1 AN TO�YC B01�QIG 80L� i c�o►�c�-sia S�o'e�re� '`� ; �►ar Rr ca�ssia+carWCs W��`� ,�� �! ww er�a oYoc�ca� � �Nsrnu.e�.eeiarqppy��pp7 eai MD AT IY3V1 PONf OF QOpT�All LArD5C'I1PE ORPLI�E 71�C� TE C�ON4i$TARFi� ��� FOR TI�S LOC/�7�ON BI.OVE�a. 4 OO !' 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FNSH GRADE O SlBT82RArEAN ByfT'7B2 BOX� 6 RAN BRD S�7XB ` � O 1�TI-OUTLET X=FPT NET X \ BARB�011iLFT XEi�-BIX� � / ' � ��C�-020/�--�,�' � � � O RAN BRD XB7-ID-b i � • ` _ _ _. �..`.. y- RUSN CAP g TOP OF MULCH i:i T•:,�»:Y 'RA�BRD'O�ADCFGAP) 9 O RJSIa QRADE . - LA�DSCAPE DR�LINE TUBNG O PVC SCH 80 hPPLE /� � ID q O.BJCsTH AS�n�'�) � e v1 V2-INCH POLYETHYLENE PIPE OPVC scu ao T�Ort et r,�';!+'� � . .. ,.. ,- "' � !�� B - � - . q '�"i16..�..:s FVC LAT�AL PPE O 3'MJ�MI DEPTN OF �. NOTS °Y4 WAS��GRAV0. ���/ ' 1 RAN BRD XBT-bf�IS AVALABLE N 74E FOLLOWNf'MOD�S �T-0S-A 05 GPH 3-NCLI I�IuIUM DEP'TH OF 7cBT�D-6 1A GPN 3/4-NC.H WASI-ED GRAV� X8T-20-6 20 GPH , w 9 RUSH POINT DETAIL 10 MULlI—OUTLET XERI BUG OUTLET ti 12 ,,:m:i y;:„vµ:G N'^r:„�.5:�a'��?:u;;:.H:;..:"•;;�:"�;'>; �':�:::�::....:.:.:x„:::�:��:�:�:�:..:�::::.��.::x:,.:•::. ;a'm�;Maks;:N:�''y'''m::m'::r�;::;y;ji y`;.'•y,.`•n£�a;::.:;,P:e ;wi:......��y .. ;::.�i:�;::a:M•::;w:i;:;:�;:% .........�:......� m ................. ^W�;tm�r.*�:m'+;�'r.'�fi::.:;.::�:..... '.w,:a�.�,:�...�'rti�i z:::.. 3,2,',�;%;ti;�,r.;:i;�;�t�rirr�:w�:...,w. AM:a,,�.f,.,,:;��:h:. REED ASSOCIATES LANDSCAPE ARCHITECTURE 477 SOUTH TAAFFE STAEET SUNNWALE, CALIFORNIA 94086 /08.181-B020/408.�81•90Y4 FAX waD:www.ralznet/ertW:psJ@rya,net CORDOVA ROAD 10645 CORDOVA RD. CUPERTINO,CA � a� �.�... ,�.,s dh��++�^1� 01.00.14 ���ro �j PAUL JAY REED � �� No.2002 *p E77�.9/�W6 * l �r 9 ���` OYIlERSFMP AND USE OF DOCUMfN15 N Mari+O�.�dRoe�ar ad eeP+�Mw�o1 hrNMf�d A' Rrd A�ooidr lad�s��A�tlibehn s�aid dd rrndn b popwd.ilr�'an b M wA ony A�ropett fo YW PreJKt ad an net fo b�urd an ary ofMr Pro}et• Su4mWlon a A�treutlon te mrt e111elel np/e0ery r qul�nb x fer purpo�In eenn�eUOn Mtl+1M v�s}�e r me ro e.eawuM ar paeatlen In aroyeeon a RuA Aretlalr lsid�eep�MdiaWR eemmen le�eayrlOht ar ellrr�rvM ri�. MP�a'b Pt Dra�n DS Ravbwad pi Pro}M No. ---- ��MS �� 1.6.14 LANDSCAPE CONSTRUCTION D ETAI LS L3. 1 LANDSCAPE SPECIFICATIONS IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING 1.0 GENERAL A iME MORK plCLUDfS IABOR,MA7ERWS.AND EOUIPIEM REpURED TO COIPLETE WdtK NIDM,A7ED IN DRAMIqS MD D6CRIBED N SPECFICATIDNS. 1. VFRFORY MIORIC M!ACCORDANCE M111i B6i STMIOMRDS OF PRACTICE REIATNG TO VAPoOUS TRADES.AIp��UNDER COMINUIXIS SUPERNSION OF A COAIPOlENT FOREMMI GPABIE OF MERPR DRMMNGS ANp SPEqi1GTpNS & PRpR 70 CONSTRUCIqN�VERR 7HAT CONTRACf DOCUYEMS REFLECf UTEST REYISpNS, MC1110Nfi PLAN GiEf:lc �IE7I15. C. CON5IRUCf RRKUTION M7FJ1 USN�fi WTERML NA MEIilODS WNfOR►p�6 TO APPUC1IBLE PROVISIOWS OF UIiFORM P1i111BNG�CODE.MID 071ER CODES PROV 5 0 PLUrBNIC OFFICYLLS ASSOCMTpN W17101ML Peor�r c�votNmc lnse ecthmES�r�►+e�oentioN oF n�e worm. 1. VERFY LOG710N5 OF DfIS11Nfi ll11LI11ES WMEiMER OR NOT SMONN N DRAWNfiS. A�SUIJE RESPONS�BIIJ1'r ioR 711�R PR07ECiloN. D. 71f COHTRACT DOCUYE!!IS ARE NOT INIENDEO TO CONF'LICT WRH REOUREMDdIS OF coveaNnrc onawwces. w�n ow�wr,rs�wo�rw�o►a oacmeE w �iv�d s°R�c�wc�r�c�mo�o Eun.Mcrrx sr�vto.P� oF E OHTNN AI�PAY FOR PERIIRS Mp M6PF�TIONS REpU1RED FOR TF{E MORK, f. BEFORE PROCFIDING WRH hE WORK.VE7t�Y DI1ENSpl6 Al�p OUANRIIES. YMEDMTELY INFORM UNDSCAPE ARCMTECT pF qSCREpMILY gE1WEEN ppAqrN(',5 SPECIF1CATqNS AID ACTUAL COPO(T10lI5. C0IMFNCE WORK IN AREAS OF D6CIEEPANLY OlILY AFTFR R�CENRIG NiSiRl1C710115 FRON IANOfiC�1PE ARCl1fTE1Cf. C. dME�510N5 qIqCJ1iED N DRAWMCS ARE MPROX11M1E PRpADE Off5E15,FTTTRIC$ EfC. REAUIRm TO COMPLETE 7fiE PROJECT. PENFORM SIMUR OPFRATIONS P'OR lllCE C�IS YYRFIOIIf ADDf110lIAL COS'T 1D OYI'WFR. i.1 suesnnmoNs A FURNISH IIMERNLS N OUANTITES,S�,ANp MANUFACTUpE INWCAiED IN ORAWINGS A!p SPEqf'ICA710W5. B. FOR A PERIOD OF 30 DAYS AfTER DCECUTION OF CONTRACT LAtOSCJ1PE ARCFiIECf W0.1 COIJSIDER FORN�L REOUESIS FAON CONTRI1CfOR FOR SUB5�I1I7110N OF PRODUC75 B!PLACE OF 7T10SE SPEqFlm ONLY W�ER 7lESE COPDfilONS. 1. NREN SPECFIED PRODUCTS ARE NO'f AVNIABLE THROUCIi NO FAULT OF SUB-COMRACrOR 2 B�E TDrtOW�qE�R'S�BESf�INI{�515 NJiuFR1�IS�OF�YE,COST,TMORT OTHER�7�lOWS C. SUBIAIi A SEPARATE RE�OUFSf Fpt FACH SUB5TIMqN. PROVDE COYPLEIE QATA SUBS?AMN7MG C01R�UANCE p�PROPOSED SUBSRRIIION.INCLUDINfi PRODUCf �� WNUFACTURER'S NANE AND ADDRESS,NMIUFACiURER'S LrtERATLRE,AND D. M4WUFACRIRER'S MNRRANTI6 MALL NOT RELEVE SUB-COHIRACIOR OF H5 LNBN.lIY UNDER iFE OWRAIl�EE.ONLY SUPPLOIENT TME OUMAMEE. 12 RECORD DR,4WINGS A FURNISH OWNER MRiH A SET OF RECORD DRAWlICS(RlRODUCIBI.E'VEL�)OF IRRICA710N SPRINKLER S(57F1A AT CONCL4SION OF iFE NSfALLAipN, 1. OPH��115 FROM tANDSdWE ARCNRECT AT COSf OF REPRODUCIION PLUS 23 & INdG7E qi R%CORD DItAWINOS ALL CWIMC6 MADE TO IRRIG4TpN SY5TEM D6KSN. 1.3 EXTRA MATERIALS A i'URNISH 01NNER 1YfTM 2 EACM OF TXE FOLLOWING W7ERML5 FOR EACM 7YPE OF vAIVE MID SPRNKLER HEI1D plSTALLm N 711E SYSTE1t: � ��� 3. OUCK COUPLER VAWE KEYS. 4. F106E SIMNELS COYPATBLE MIRli QUIGC COUPLER VALVES S. KEYS TO OPEN AUf01M71C CONIROL CABINEf. B. INSTALLATION ' t. PRIOR 70 MbTN1AT10N.LAYOl1�AND STAKE PR6SURE SUPPLY LIN6.U7ERAL LI►ES.AND LDG110N OF SPRMKLEit HEADS. OH�NN APPROVAL UYOU�FROU LAln6CAPE ARGIIIF.CT. A :EOUIPMENT 6 INCORRECRY IACAIED M7iM0ll�APPROVAL.RELOf'J1TE PER DIREC'1pNS OF tANDSC/1PE ARCHREC'f INITHOU�11DDR10lNL COSf TO OW4ER. 2 CONNECT SPPoNKLER IRRIGA710N SYSIEN TO POMT Of CONI�ECilql(P.O.C.)INDICA7ED IN ORAWINGS. l� NAKE CONNECTpNS AT MPR00CI1MiE LOGTWN.S SNOIMN NJ DRAWINCS. B. ASSUME R6P0161BI1lTY FOR CFYJJGES CJ1USm BY AC7UAL SRE CONDRpNS. C. TRENCHING&BACKFILIJNG 1. EXGWA710M INCLUD6 REUOVAL Oi WA7ER AND WTERML.,OR OBSIRUCTIpNS OF ANY NAIURE TXAT WOULD lRQtFERE MrtM TFE WORK s. ��niE sr�occ�ss�►m wwsrE w���ni+c�to►�tRO�uic 3. DIf:TRENCFI6 STRAIGIif AND SUPPOR�PPE CONrNU0U5LY di BOTNN OF DRCH. A. UT PIPE 10 AN EYEN CRADE FOLLOW UYOU�FOR TRENCMNG IXGVATpH MJDIGITED MI DRAYAlWS MID AS NOiED. 4. COVERAGES Il PROVDE MNIWM COVQt OF 76 INCH6 FOIt PRESSURE SUVPLY Ll1�S. 8. ���M CONE]t OF 15 RICF6 FOR ALL NON-PR65URE LIN6 INDIG7FD C. PROVIDE INNMUM CONFJt OF 24 INCFES OVQt PPE UNDFR VENIIXANt WAYS. D. PRONDE WNWM CONE7t OF 1E MCliS FOR COMROL MINING. E PRONDE 3 INCH SAND BACKFlLL,Nl SIDES OF ppE,WHERE SOILS COHTiyll CREATER 7}MN SQS ROCKS OR OTFiQt WiERML 1�2 INCH OR LNtGER IN DWIEIEk WRNN IMTNE&1CKFLL WTERML D. COMPACTION 1. COMPACT BACKFlLL FOR TRENCHN�C 70 A DRY DETS�IY EQII�L i0 AGM�M UNDISIURBED SqL N PIANIING AltFAS AND TO QOEi IN PAVED MEAS. 2 CON��GRAD6 WrtF10Ui DIPS�SUIdCF.N AREI�i.XUMPS.OR OTHER 3. PLACE INffNL BACKFlLL ON ALL LR16 OF A FlNE CRANULAR WTERVLL. 4. FOREICN WITIER IARCER TFMN 1/2 NCH N SRE WILL Ndf BE PEiq1lTTID. S. IF SERL6EHf OCCURS A!p ApJUSTYEHI$IN VALVES,SPWNKLER HEAOS,LAWN WRFpl��i1DD�TIIONAL�T T0�ARE�.IWCE REOURED AD�MTYEMS E. HANDUNG OF PIPE 1. INSfALL PVC PIPE ALLONANG A SIAALL MIOUIR OF pCC65 LENGIH IN iNE LINE TD COYPEr6A7E FOR COMRACIION OR IXPANSION OF T!E PIPE A ACCOMPISIi D(C6S LENCTH BY"SIMKING'THE UNE IN TFIE TRENCH DURINfi n�ov�srKUnori. 2 WWOLE AND ASSDIBLE PIPE.FTIIINGS.AND ACCESSORIES 8Y SKILLID 1RADESNEN USM�C APPROVm YE7NOD5 AIO TOOLS IXERCISE CARE TO PREVEM pAY�GE 7p ������. A KEFP INTENIOR OF PIPES.FRTNGS.AND ACCESSOPoES CLEAN AT N.L TtlAES. CLOSE OPENNGS IN PIPNlC RUNS AT iHE END OF WORK EACH DAY 7D PREVF!!i EMRY OF FOREIGN WlERWS. B. BENDING OF GAWANRED STEFL PoPE WILL NOT BE PERMRiED. 3. WO�REO RED�,USYNC�TOOPLS�i1ND EQU�IPMFNi RE�CW�W�END�EDN9m'!TE E TYPE OF NANUFAC7URfRS OF THE PIPE,FTTTMrGS.OR EOUf�11ENT. A TAKE EVEKY PREtiU1T10N TO SECURE A PERNMIDR,WATER-11GHT JOIHT BEiWEDi EACM LENG7M OF PPE B. .IOINIING PROCEDURES AND IETlIODS ADOP7ED BY WNlRACfOR SW1LL BE MI STRICT ACL'ORDANCE WRH RECWiMElIDATIONS OF MMIUFAC'IURER OF JOINTW6 1MiERpL USED. �.a w,aacuwrr A FURN6ii ONlER MiH OWRAN�EE TNAT RiUf?A710N SPRINKLER SSIEN B fREE FROY DEF'ECT'S M►NTFRMLS AND WORKINISYIIP Alm 7HE WORK IY�S BEFN COMPL.EIED IN ACCOfi�1P10E WI1H DRAN7WG5 AND SPECFI�'wT10l6.OttDHARY WFAit A►ro�EAR UNUSWL �,ort�E�cr�ccEPTED. B. PROVDE GlM1WWlEE FOR REPAMt OR REPLACE�Oli OF DEFECIS NI WIERML OR YYORKM�IISHIP.SETil.�ifi OF BNC16lLLm 7ROdCF6.APD TO REPNR OR REPIACE OAMMiE �71NG FROM 7HE REPARS OR REPI�CF]IENIS OF D6EC75 WRFpUf ADDR10lML 006T 7D C. WKE REPAIRSy�►�OpR,REPIAC NfXLDpIG COMPLEIE RESTORIITON OF GM11Gm ��DEIEIEMNED BY O�MlEIt.��50F WRRiENlD��WIEHMI A RFA90N�BLE TINE D. IN TiE EVDJ�OF FALUNE BY CON►RACIDR 70 1MKE REPARS OR REPtACE►E?!15 M�F#!1 A 7EN DAYS AFTER RECFPf OF YMRRiEN�q�,REPARS OR REPLACEYElITS MIILL BE YADE BY ORHERS AT 7HE D�E16E OF SUB--CAIIIWICIOR. E �WARRN�IY�PERpD FOR RRM.ATION SPRINKLER SYSiE►L 1 YEAR FR01/QATE OF ACCEP�ANCE 1.5 LANDSCAPE MAINTENANCE AND GUARANTEE ti �wE noywce cat au�rnNC�un au�now�eo rx�ars�sr� i. womc u�cwoES eur s nar uunm ro w�TOnHO w�nMC wowMC.�rrn�mNC, N���►+rn c�ow�iHC caiort����i�F�o�K�auw�iv�ws���Ttw►c"n� IN APPEARANCE TliROUGFI0l1T MNNTEN�NCE PERIOD. 2 IMMEDN7FIY REPUCE WMAGm UNHEALMl.OR DFi1D TREES SMRUBS.A!p QROUND COVERS WRM SIZE AI�KRD ROICwiID MI DRAMIINfi�. 3. �R�P�ER 000 SOIMRE F�EET�UN�FORY NL�OV�Qi�All 15-�)A��RA7E 4. UPON COYPLE�ION OF INIML!0 DAY NNNiEN�NCE PERIOD.NOTIFY IANDSCAPE ARCMf1ECT 4E HOURS PRIOR 70 W►TE OF NIiML INSPECiION. B. OUARANIEE THAT PLAMS AND PlMI1Nfi AREAS/1RE IN MEALTHY THRNNG CONWTpN FDR AN ADDITpIMI 60 DAYS AFIER IN(ML ACCEPfANCE OF PRQIECt BY IANDSCAPE ARCHRECT. 1. FRNL ACCEPfANCE MAY BE CRAMm AT ilNS TME AS DE7ERMNm BY W�p�� ARCHRECT. 2.0 PRODUCTS 2.1 IRRIGATION SPRINKLER MATERIALS A. PVC PLASTIC PIPE AND FITTINGS 1. ►WN L1E___(_�PPING.TYPE 112�7220 SCHEDIA.E�0.MSF APPROVED. lASCO.Jotf�Fa OR APPROVED EOIAIL. A. WIN L1NE PVC PIPE F'1111NfS,IYPE 1-11 SCFEDIA.E 40.NSF APPROVm. 2. U7ERAL�NON-PRESSIIRE�LNIE PIPING.7YPE 1120-1220 SCXEDULE 40.CIASS 1D0. APPROVm.L15C0.JOFiNS MArMLLE,OR APPROVm EQIIAL. A. U7ERAL PVC PIPE FlTiIM63.IYPE 1-71 SCFiEDULE�0.NSF MPROMm. lASCO.SLONtlS.OR APPfIOWED EOUAL. 3. SOI.VENf.TYPE APPRONED BY NNAIFACRIRER OF WPE AND FlTI1NfS. 11SE SCHEDULE 80 PVC TNREADm MPPL6 q!R6ER ASSEYBU6. 4. USE ONLY PVC PLASTIC MPE FREE FROM BLISTERS.lRERW1L SIRIAlIDNS.DENTS. L�N(E M�RANC�E•�6.FORfJON MA7ERW5.SNOOiH IMFRIOR WALL WRH A qASS- Il CµO��NII,NUOUSLY MDp�P,EyR�W7�WDy�IT,IY WRK EACFi PIPE WRH WWUFACTURER'S OUALflY�CONI�ROL�DEHIIF1G1710lLSQE SCHEDULE OR 7YPE.AND IAMIUFACTURER'S B. GALVANIZED PIPE AND FITTINGS t. WHERE MJDK'AiEU kl DRAWINGS.USE ASA SCHEDULE�0 YMD STEEl SCREWED iR�INGS.VANQED.W(TH MFDIUM GALVANQED SCREWm BFADED►NLLEABLE IRON A 011WANIZED COURJNliS 1MY BE YFRCFNH�CAUPLlM.. C. CU�RPE CUf 51RAIGHf MD 7RUE D. AFTER CURMIG.REAM OU�FNDS 70 iME FlA1 INSIDE DNMETER OF 7ME PIPE E N CHANGNC PIPE DEPRIS,USE 168 ELBOWS F, SPRINKLER HEADS i. INSiALL 1URF IEADS.MIFERE A0.MCENT TO Fl%ED 091ECI5 SUCN AS HEADERBOARDS. CURAS.OR NOWING STRIPS��POYYERm EDGMIG 100LS CAIi PASS BETWEEN TURF HEAD ANO Fuceo oerocr dFr�cu�n. 2 LDGqf SHRUB FEADS MNJIWY 12 INCFES FRON BNCK OF CUHBS AND EDCE OF WN.KNAYS WHEN SHRUB HEAD IS NOUMm ABOVE CRADE ON A RISER. G. CONTROLVALVES 1. MSfALL ELECIRIC.IpR11N,LY CLOSED ANfiIE COMROL VALV6 AS INDIGTED RI DRAWINGS A1�AS SPECFlm BY MMIUFAC7URER 2 SET VALV6 M VERIIGIL POS(110N.HOUSm N ANEIEK OR EOUAL VALVE BO%WrtH SM�ARE/�aER•FLibX WfIN flNSHm CRADE WHEREVER POSSIBLE.INSiALL IN A H. ELECTRICAL WORK 1. PEitFORM EL�C7RICAL WONK IN ACCORDANCE W1M 1}IE NA1pfN�p.pCTRIC/1��pp�,TIiE STAiE OF CNJFORIM ELECIRIGIL SAFEIY ORDERS.07HER APPLICABL£STATE AND Ldf'JIL CODES AND REOULA710N5. 2 ASSWE RESPOP6181LM FOR 7HE COORDIWITION OF ALL EI.ECTRICAL SERVICE CONNEC110N''TO iHE CONIROLLER. I. FIELD QUAUTY CON7ROL 1. UN�IL ALL�RUST�SGLE.S�iVIMD,�ETC�RF�ED iF�SYSTF]I AT FULL PRESSURE A DNER'f Fl115HINC WAIER TO PREVEM PONqNO OR SOIL EROSq�I 2 ��PNG UNDER FULL PRESSURE,MIITH RISERS C�PPED FOR A PERIOD OF TNO 3. INSPECf PIPE FON LEAICS. /� CORRfCT AW'f LEAIGAGE 06COVERED DURING 7ESiS 4. REPEAT 7E5i5 U1RIL SA7ISFACTORY. S. 7E5T SPRINIdER Mfi1D5: /l TO DEifRMNE TFiAT TFEY F11NC110N ACCORpING TO WWUFACTURFR'S Q�TI`ANO B. TO DEIERIINE 7HAT THE INSTAWITION WLL PROHIDE D61CN COVERAGE 6. N.LOW OR GUSE WORIC TO BE COVQtED UP OR ENCLOSED ONLY AF1ER R HAS BEEN IISPEIC7ED.TESTm.AND APPROVm BY UWOSCAPE ARCHRECT. A SFIOU�D ANY WORK BE CLOSm OR tbVFJtm UP BEFORE 116PFJC7pN MD 7ESI5 ARE SAlISFACTORLY COMPLEIEO UNCq�FR 7FiE�p�,/ND AF7ER R HAS BEEl1 INSPE.CTfD TESTED.AND APPRO�Vm.1NKE ALL REPAIRS WRH AM7FRIALS/S ANY BE NECES�AKY TO RESfORE D6iURBm MONK TO ITS ORIqlNL AND PROPER CONDRION MIRHOIJf ADDf110PM1 COST TO 01M�ER. 3.2 LANDSCAPE PLANTING PROCmURES A. CLFi1RINC t CRUBBMC 1. PR6ERVE EXISTING 7REE5 RI AN UNDISNRBm CO�DRION. Z �«,�,��,►,a��,���,��„���►�. 3. �IIOUNDS MIflFi D10UCH DfCE55 MATERYIL 1U ALLOW FOR FUNRE A FlML LD61710N OF MOUNDS SW1lL NOT CONFLICT WRH E)OSIING UIILRI6,UIIL(IY BO�S,VN.VE BOX6.EfC. 4. ���MILL BE N.L01Ym.DfCFPf f'DFt NORWIL ORADINfi AND SHARNfi 5. UPON C01PLEfIDN OF CRApNG OPERAilONS.SPRfAD DfC65 1�M7EkNL N ARFAS qRf1C1ID BY UWDSCAPE ARCMRECT. B. SOIL CONDRIONS 1. CULiNAIE PIANTED AREIIS TD A LICHf AND FRNBLE C01�6151F►1f.'Y. UNIFpR►�Y 71LL 7HE C. CONTROL WIRE 1. ♦D�NyE{CT BUPoAL RENdIE CON►qpl U.L APPROV�7YPE uF.MNYUN OF CFWR F'�OR REOUNtm 1/9�� VALVE MNIUFAC7t�R'S CU7RFJlT N11RE SmNG 2 C01NON RERIRN NIRE�WFNIE,PLQ�WRE�RFD.ORANOE.OR BIACK. 3. ���'SCO'ICH LOK'N0.SSTI COqNECNR SEALINC PMJCS.OR D. SPRINKLER HEADS,REMOTE CONTROL VALVES,AUTOMATIC CONTROLLER,QUICK COUPLER 1. 1YPE,SQE.AND LOCATION NDIGTID M DRAYI�JOS. 2 lDG7E RE]AOTE CdlIAO�VALyES AND OUICK COUPLERS A NAIOMUM OF 12 MICN6 PROM CURB.WALK.OR lIEADERBOWtD. E. BACKFLOW PREVENTION 1. �PREVE�NIERS AS MIDICAIED M DRAIYlqS OR AS APPROVED BY LOCAL 2. DO NOT LOf'J�TE N UWN NtEXS. 3. SCREEN UMIf YIITH PIMR WIERML 5lIONN ON PUNiNG PUW IN LOGlION OF �.wmvo+r�ae as�m�oN srtE w►�H a�cren er uwosr.we 4. AVOD USNG PVC PIPING N 9�ICKFLOMI PREVEHTER 0.55EMBUQ F. VALVE BOXES 1. 17�vO�R�EW L�OD��E7CIDI5 S F R Q�COVFR UD tq.1� 2.2 LANDSCAPE PLANTING MATERWS A. SOIL 1. �Sl1RFMCE��NlFA�W O�R�FF CLA�Y,�ROCKS.S�KS��OR�O7FiER IAATEk 2. �M�DW1E�lER.7EftNL EXGVA7ED FROM PLANTING MOLES.FRFE FROM ROCK OVER 1/2 3. YPORTED Sdi.IF REOUIRED.SNJDY LONA1 TEXTURE �l SuBWf SOL SN1PLES M�AW1LY95 OF IYPORTm SOL TD LANDSCrwE ARCMf1ECT FOR MPRaMI PRIOR 10 DE11VEit'f lU PRQrECT 51IE. B. Sfp�Up.µD�SOIL WT�EpML FR�OM A dr�soURCE°��D°RFS&R�TO� �IAN�DSGPE ARp1RECT FOR APPRONAL InR10U�ADDf�IDWIIL C05�TO OW4ER. B. ORGANIC FERTIUZERS AND SOIL AMENDMENTS 1. COMIIERCIAL GRADE ORCaNIC FERi1l1�RR5 A!D 50�AYEIDND:IS UNFOR4 IN CONPOSRpN. DRY NID FREE-FLpWMp,ppJVEREp TO SfTE Rl ORIdIML UNOP�IED CONTANIERS. FACH BEARING 71iE W1MIFACTURER 5 GUNtAH�EED NNLYSB 2 ►NiERNL MIFMCH�GKm OR OTHERNISE WM�Cm.MNfRIG R UNSUfABLE FUR US�IIAIl BE REJECTFD. A FERTLaFR�A': ORGNMC FERIILQER FOR GENQtAI SOIL fER�1J1Y EM N ALL iURF A!D PIAMlC AREAS SW1LL BE GRANULA7ED IYPE MANNG A N6-P20-K20 FORWM & FER�ILIZER'B': ORGNJIC FERTILQER TO BE MPUED TO LAWN PRIOR TO SEEDING OR SODDING BE ORANUTA�aFt�rn�en 7YPE W1VNG NB-P2-KO(WIIM 1x� C FERIILQER'C: ORGAl11C FE%IIL¢ER TO BE INCORPORA7ID IN EACH PuNf PR S1MLL R�PO�.TAB WRM FORMWI N20-P10-K3.SUCH AS D. FERIIL�R'D': ORCANC FERIY.QER TO BE APPIJm 7C LANM AREAS AF'IFR 1URF IS 6TABL5FED AlID ARd1ND INSTALLED CONfAR1ER PlAN15 ouwnc n�►w�E ratao sw�u eE�m x� COMBMN7IDN CHD/IGL ORGAlMC FORYUU N75-PZ-K6. E SqL NENMENL• R�C'fl�.ED CO�POST WTERML FROIA A PHOCESSOR TMT PARIIdPAIES MI Tlf U.S COYP057lIG COUNdLY STANQIRD 7ESTING/lSSURANCE PROP•R/W 3 ����ru�rt�'w+°0°c►�u�.n�io�n�+okouo"�Diur�i�u�.e�cs oF sa4 us�w 6 dl.YDS. - RECYCLFD CO►i'OST I1YlTERML(SOIL ANE1DYflln ZS LBS. - OR('.AMC FERIr.QFR A 75 LHS. - SOL SULPHER 2 CUL71M11E f)OSTING PlA1fI1N6 AREAS N(IFi IUND TOOLS 3. PREPARED SOIL Ypf FOR BACKFILL IN PITS FON TREES�V�.aT.MD SHRUBS.COIISS'11NG OF 71E FOL.LOMANG: �/s re. - Recrr�o couaosr w►1ot�u(so�woao�h �LB.�� - R�ON�SIA,�PfN7E MD ORQMIIC FERIILRER'C'AS fOLLOMS(CRO-POINER TABS OR E1q11� 1 CN: 1-TAB s cw s-r�as is cu: rT�es 6-D TABS FUIt BOXED W7ERNL ♦. CONDUCf SOL PREPARA710N AND PlANI1NC OPERA710NS OPLY UNDER FAVORABLE WEI7HER CONDRpNS SOL SFMLL N0T BE WORKm WFElI DfCESSNELY DRY OR N�E'f. Il tA1b6Cr1PE ARCHIECT RESERHES TFf RIGHT TD SfOP M10RK TAKING PLACE DURRIG OR�CRON�1Ft ��f19DERm DETRMENiAL TO SOL 511tUCTURE C. PLANTING TAEES,SHRUBS,8 VINES t. DIC PIIS FOR PWlIS SOUARE PETt DETNL IN DRAMNICS. A LEVEL 5�OF RR SlWl BE 2 TW6 DNYEIER OF R00T BILLL.MID O►�-WLLF MdNi AS DFiP AS 1lIE DEP�H OF ROOT a�t B. SOIL AT SID6 AND BOT10N5 SFMLL BE 1A05ENED BY SGVtIFYP1G TO E16URE ROUf PEIElRATpN. AVOD SYOOTH C�tCIAAR SDES. Z 7�MIT�Iq UPRM�.�POSIiI�ON�NC ETMNTER�Of�HO E�BACKt�7.L�Af�TM�1N0 R MRiN PWlIFIG MDL A C0�1PLE�IID�TIWR�OUOFk�TER B�i1L'.!(f7LL C�OMPLXEt�E�TOY7HE GW DE�OF 7FIE SURROUNDIWG AREA. a n��oF n�Pu�rt srwi e¢�-�/2 a�c�s neavE(ur�wu►q r�►aswm 3. PREPARE A SQIL RNG AT LFAST 3 RICHES HGH MD AS WIpE AS ROpT giLLL AqpUMp EI1CH PUN�(NOT MI A 1URF ARFA)TO RETNN WATfR Il NIATER hi0R0UGliY 70 ELNAINAIE Mi POCKETS. B. REIIOVE 7URF IN A 24 NCFi DMMEfER RING AROUND EACH 7REE B0.5E IN TURi ARHIS. D. PLANTiNG GROUND COVERS 1. PlAHilNfi Sl1ALL TAKE PLACE IN 7HE DCISTINC PRFPARm NOIST AND FRIABLE 5014 NE�FR DRY OR WEf 140 SOCCY. ti n+�uoar corortaN sww.txroo�o TMe Fuu o�rm oF cu�nv�noN. 2 SPACE GRdXlD CWER PtNltS AS NDKSATED MI DRAWINGS AND M 7NE PLAN►LtST. 3. PIMR IN EVF]�LY SPACm RON'S MRIN STA06ERm 7RNNGUI.AN SPACRIfi MD AROUTA SHRUBS AND TREFS TD WrtMN ONE f�00T. 4. Iq CROUl�O CWER SFNLL BE?LAMED L65 7}MN ONE-WLLF OF tME SPECIFIED SPACNG FROM ANY CURB OR WALKWAY. E. PIANTING TURF GRASS 1. AFIER ALL SOL NIEN�MEM MD OR6M�C FE'RTl1ZQtS W1VE BFFN MPLED AND G1L7NA7FD M�0 SOL.FIWE CRADE Ml ARFiIS. � PI�ES 7�W\7�ENSt�NtE PR�SIqtFACE�DRNw E BE SNOO'IH.COr-mNUOUS.i1R1A 3. AND�COIPA�CfSiLRFi�lS NWRIH�A�POUND�ROLIER.NATERMLS IARGFR TWW 1 MJCH.RAKE 4. VQ�UTAR pR�EQUPMFM TRAFF�IC ���TREA7AIElrt. DO NdT PER11R F. RON SULFA7E STNQIRD CO►YERCML BRAND. C. WOOD CHIP MULCH 1. ALL PIANIm ARFAS.EXCEFR lURF.SFNLL RECENE A lOP DRESSNG OF YULGH 10 3 4 DNMEIR�S�8 R��UlMCCCF�PTAB E�CHPS.►EDNN tiRIND 3/E TO D. PLANT MATERIAL 7. CONFORM PLMR W7ERM�,M�OICATED IN DWININCS BY 7!E LISTm N4/6.70 STANdIRD PLANT NNIES.SECOND EDRION. EXCEP�FOR NWES NOT INCLLIDED, FOLLOM TNE fSTABL6Hm CUSIOMS OF 7NE NURSER'f iRADE 2 N.L Pl/1M5 SHN.L BE 1RUE TO WWE TAG ONE OF EACN BUlOIi OR LDt WrtH 7NE NAYE AIW SRE OF 7FE PLMR IN ACCORWNCE W11M STANDARDS OF PRACIICE R�C01�E1AED 9Y AYFAICr1N A�SOCN7IDN OF MIRSERYNEN. s. �u.�uwr u��s srwi►�r n�e s�c�aTa►a oF y�sr�7�,�wo COUHIY UMS.REOURMKS M6PECTION FOR PLAN!DISEtiSES AN�DNSECT NFE5TA710N5. 4. PlAN15 SFMLL�SY1W 1YPK`J1L FnR VARIEIY AND SPECI6 SOII�D HEAL7H'(. ��lIDR�L R�OORP�r1��Fl�G��CO fAl1ER5.B�llf�HOT�TO iNE aoarr ok eEn�c eoor eou►�o. s. us¢on�r Pu�rt►at�us naT u�Flasr ctwss aEra�xr�n�oF t►�s�c�es Mm cu�nv�xs srEC�o�►o nwr�To at sr���wo�.oc�uws OOVERNMIG THE SALE�TRANSPOK�ATION.AND M6PEC110N OF PIMR IMTERIALS. 6. �ON�Y PLAMS MIIIM 57RAIGFiI,SRICLE TRUMCS.UNt�S 071iERWISE INDIG7ED 7. FR�OM T i�7C BE MULTI-TRUNK SFNLL FMVE AT LFAST 7HREE HAMI LEADERS & SUW1m ON A YNMW Of�S SID�ES�STOP�RC�Ll1�r R00T CROWR1.R0078U1S LICMLY 9. 7HE fEIOFIf AND SPREAD OF PLANT WTERNLS SF1ALl BE NEASURED WRH BRANCHES IN 7liJR NORYK POSfIpN. MFASURE SViS OF PLAHIS ON 7HE PIAHT LIST. A. 5 AND/S GN10N CAN CONtAINER SyfOpC�(K��5S,W1LL WWE Bm!GROWN RI 7FiAT COlIGINER NOT LESS 7iY1P1 50((6� FIABUT SFIALL IJO'T FiAVE BEEN OVEROROWN W THE CO►rtNNERS so AS TO VE BECOIE R00?BOUND. e. is wuoN r.w carnunot srocu sw�u wwe�Pwrten►�rrr oF e r�r wmi 1 INCH dWPER TRUIiC. 2.3 SOURCE QUALRY CONTROL A. PER:ORM NSPECIlONS OF COMSTRUCIION FDR TiE iq101MNfi PARI'S OF 7HE WORK: t. 6 PoNK�SYSTEN.��OF PRELMWIR'Y FIN6FI fiRADMG AND IRRIGA710N 2 i►svECmw or a,wrs artaR To urour. PRqR 3. UYWlr NSPECIION OF SPCRED PLMrtS. 4. p1RNL IWSP�CTION UPON COMPLE110N OF PLANTINC AND TREE SGKING.PRpR l0 CONIENCEYENT Of IIAIMD�YINCE PERIOD. S. FlML IIISPEf.TON AT CONCLUSION OF ADDRIONAL 60 DAY UWDSGPE WJMEN4ICE PERIOD. B. LISTED INSPECIpNS WILL 8E WiDE 9Y LANDSGPE ARqirtECT OR AN MlI110PoZm REPR6ENTA7NE 7. RFAU6f 116PECIION BY LANDSGpE A�FRECT AT LEAST 48 FpURS N ADVMICE OF 71ME WSPECTpN 6 REpURm. 3.0 DfECUTION 3.1 IRRIGATION SPRINKLER SYSTEM A. PREPARATION �. ��m u°irti sTMa o o�"��iictbn�.����wu. CWdIbURS AND 6TABL1SHm OR�DES CWWOm DURR1fT COURSE OF THE WORK. A M TFE EVENf OF SUCN COMP/uCiION,COHIRACIOR Y7LL BE REGUttED TO RExUL7NATE COMPACim NtFAS. S. SODdNIk RAI�ARFAS 70 FNiSH ORADE ELEVA710N TD t NCH LOWER 7lWI ADdACEIl�PAVIWG 7D ACCONIOCMTE SOD iMq0i5S A. SPREAD 20 POUNDS PQt 1.000 SOUARE FEE7 OF FER71LI2ER'B'ON SOL surtFi�s reart To s000iwc. nio��nr n+sr�u soo suas. 8. SfACGER E!D JOIN15.TI61i1LY JdHTED N�fM NO VLSBLE SPACES. C. LICHRY WA7ER AND ROLL EMIRE ARFAS 7MEN IfAVILT WATER TO ASSURE WA7FR PENEfRATI01i OF AT LFAST A DEP7H OF 8 MCHES. G SE�IWG: APPLY FERI�J2ER'B'1D FlN6H GRADED SURFAC6 AT T!E RAlE OF 4 POUNDS PQt 7.000 SOWRE FEE�. ~ �C01�615�'INYrGS�7Ti�E TPE�RC�ACE�1�Df AS�RDESRI�BFD�IN ORIIWINCS.IEW CROP e. u�ea sEm n+�ccoawNCE wrni niE us.nEVwrmort ov�ancxxnx� rtu�s�►o Rocuula►a uwoot n�e�o�s��cr�somr �cr AN���`�iC PRO.IECT SITE IN 8M5 BEARHG DEALER�IABEL AND C. SOW�M 2 qROCTpNS AT A TOTAL CON8INED RA7j OF 10'POl1F�6`PER ' -�n^+�� 7.U00 SQUARE fEEf. D. SOW SEID BY EXPERIOICm PE7tSONNEI AT A TIIIE WfIEN LRRE OR Ip WIND B BLAIM�IG. � E LIGHRY RAKE INTO TDP i/8 INCH OF 9qL ► ., „�.e,y F. DO IpT MdM UHI1L IURF 6 2-1/2 INChFS HK�1.AND�Nfi11L NOINMJG Qp;���`'�y�,�:..�-J'' NDT MOW LOWER iFNN 7-1/2 INCHQ REMWE ALL C N6S. � 7. FERT{JZHIG DUPoNC 1MIHiEIi�lICE: APPLY FQtTC.QER'D' 70 DAR DAYS AFTER PIAMiNG,AT 7HE RA7E OF S POUNDS PER 7,000 SOUAiFE A REPFAT EVER1f 30 MYS 7liR0UGH YAINIENANCE �'� �� EK /`r :::��;�;��x.:',�:;�::�:�;..��.::.:,:•�:::;:.:�.��m3 �.�............... ;.i;ti:i'.';;Ar'.�;::�;zei;i;;':wv�::r'�:i:""�a:�;.` �::i:£';�ti::x;��MKz�S•;;�..,•'wx;ivvir".wm;yH.� �"::'.":^;wsy::;M'�:'•..u:;:i:a'r'�"�:'..%'.'.:dS;iTuro. i:;.a�r:x:ur.�:�.nv:eb.;�::�:pii:{zA•'•,.. ..:&, �:::::....�a':...aa::::..� °:^�y;'^.'�:s:a�'.,�..;-.,.....� ...._...�.,.. .::...,. �.��.�r:.� REED ASSOCIATES LANDSCAPE ARCHITECTURE 477 SOUTH TAAFFE STAEE7 SUNNYVALE, CqLJFORNIA 94086 �oe.ael•8azor�od.�81-9o2zFA% wsb:wrvw.rela.nsl/sma1:P�@�ela.nst CORDOVA ROAD 10645 CORDOVA RD. CUPERTINO,CA ISSUE M7E •h• �:.o:.�s e�M p�h 01.0{.14 ��� � 3 p PAUL JAY REED y� �}l No.2oo2 =1 * D�.9/!O/i * � �r 9 �►Q�� OWNERSHP A!p USE OF DOCU►ENiS N Ora�Mp6 9pKJlmlbn pk mpW flw�pf firN�lya!p Rntl Arerlel��deap�AreMbeYn a�ad dia/mtln b peprar.llrp v�te M wd a�lj MA�rp�et b MY Rol�et aiM on not to M u�d en aiy ollwr 0�1� 9�nYle�a AW6WIen b mwt eRleld�y/r- qulnnrnf�w for yvpo�r In eenmetlon wMf�tl» iiopA Y�rl M N eaiWrO s MModkn M drspeen A ofMr�iwrv�d r��1r�.aeneon lo�mpplyM �^�a Plr Drn�n DS RevleMed p)r rrolset Ho. ---- 9iw�:,""'�:, ... . _ �'�tb.14 _���r�_p� ..,«.±s.�1a�:u:!�.tW`: -'%:'i=:.:d:HsP� ♦-. . F. WEED CONTROL,PEST CONTROL,&MULCHING � �� ,9 � � /„,G�--/� 1. q�CONIROL NA7ERML SW1LL A PRE-EIEACEHT MFRBIC 7RFlLROLIN �'`1•. •.������:��•%�+d`r f_'._ •Y ��� oR d�+Ewwb�urrn oH era��aanwEn EouK.�wv�b a+Pwrrm��'` . _..•.�.,.�a:....�v.a�n MEAS DONT Y TO TU� AREAS ^. NOTE:W Cfl16 AND FOR PRQIECIS THAT DO NOT ALLOW FOR�SYNTHEIIC PRE-EYER(iEMS A kf�, USE A CORN GWIEN YFAL PRODUCi. ! 2 COP610ER R PARf OF CAHIWICTOR'S WORK TO CONIROL��pR NFNt9Y pE51S TW�T � ARE DISit1RBING 7FE CONDITWN OF LNIDSCAPE IM 3. ��OF PESiS INCLUDES.&l�IS NOT LINRED TD RABBIIS.INSECIS, �'':•ti;4.�'��'', 4. REPNR M►MGE 1W1T OCCURS TO TME OPoCINAL CONDRION OF p�, +�:v,k s✓+.,. .. INd.UDING REPII�CEMEHT OF PLAM NA7ERML WFIEN REOURED. ADDRWNAL COSi 1D OYIWFR. � 5. SPREAD BARK CMIP IRA_C11 EVENLY ONEFt EMlij�pLANIm AR D(CEP�7URF DEYEI.OPm AREAS,TO A MIINMUN DEFIH OF 3. � G. PRELIMINARY INSPECTION AND STAGE ACCEPTANCE � 1. UPON COIIPLE710N OF MAl1iIN6 M�ORK NOTIFY LANDSGPE ARL�HITECT 7FIAT PRQlEC� a rte�or rroR rsr�cnoN. . 2 UPON lSPECTION IF LANDSGWE ARCH(IEC�FlNDS EMIRE PRQIECf COYPLETE AND IN CONPLMNCE W}M DRAWlIGS AND SPECIFIG710NS.5UGE NCCEPTANCE WILL BE �. 3. IF ASPECfS OF PRQIECf ARE NCONPI.EIE di NPROPERLY�ALLID.COHiRACTOR �NOTIFIED AND fiAVE S WORpNG 61Y5 IN WMIG1 TO CORREGT��� - ' 4. SfACE ACCEPTANCE NALL BE GNEN OILY WHEN ALL WORK 5 CORRECT M1D CAMPLETE. S 7HE SUGE ACCEPTANCE BY LANDSGWE ARp11EC'f OF LANOSOWE PROJECT WILL ESTABLISM TT£BEli11NN6 OF PIANT MARAEINNCE PERIOD. 3.3 CLEANING A. UPON CONPLE710N OF NORK.RFJIWE DCCESS W7ERW5� 1�,p�,MID SUB-0011TRACIOR'S COW5IRUCTIDN AND INSTAL1A710N EQUIPM�FROA1 71iE PRENI56. 8. FlWLL INSPECIpII OF 7)E WORK IYILL BE ANDE BY lAND5Ci1PE ARCFMTECi IN TFf PRESENCE OF 7HE SUB-CONIRACIOR WHFN WORK IS CO►PLEIm. NOTIFIGiION SIWl BE IMDE BY 7FE CONIRMC70R�8 NOURS N ADVANCE OF SUCH l6PEC110N. L.S�:�.:�•:`./i��:•�,1+.>.�..-_ LANDSCAPE SPECIFICATI,ON'�� L4.0 �,..� o, ee a so . � es : _ _ _ _ _ _ _ _ _ _