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DP-2015-03b
� . . ' � � , . ' . . . .. ) . . ;�F OFFICE OF CO�IfViUNITY DEVELOPNIEN7 CITY HALL 10300 TORRE AVENUE�CUPERTINO, CA 95014-3255 � ��������� (408)777-3308 � FAX(408)777-3333^planning�a cupertino.orq February 17, 2016 EHA Studio Ath1:Jeffrey Eaton 1501 The Alameda#105 San Jose, Ca. 95126 SUBJECT: ADIVIINISTRATNE HEARING IVIEETING ACTION LETTER-DP, 2015-03,ASA-2015-11 This letter confirms the decision of the Admulistrative Hearing Officer, given at the meeting of February 11, 2016; approving a Development Permit to allow the demolition of an existing commerciaT building and the construction of a new 2,600 square foot commercial building and an Architectural and Site , application to allow the construction of:a new 2,600 square foot commercial`building and associated improvements,located at 21731 Stevens Creek Boulevard, according to Itesolution No(s). 58 and 59. Please be aware that if this permit is not used within one year,it shall expire on February 11,2017. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of this decision. If this happens,you will be notified of a public hearing,which will be scheduled before the Plaruvng Coin�nission. Sincerely; � � � � �I� �• Gian 1Vlartire Assistant Planner City of Cupertino Enclosures Resolution No. 58 and 59 CC:Uri Freeland,1100 Seena Ave,Los Altos Ca.94024 DP-2015-03 CITY OF CUPERTIlVO 10300 Torre Avenue Cupertino, California 95014 RESOLUTIOIV 1V0. 58 OF THE ADMIIVISTRATIVE HEARING MEETIlVG OF THE CITY OF CUPERTIlVO TO ALLOW THE DEMQLITIOlV OF AN EXISTIlVG COlVINIERCIAL BUILDIIVG AND COlVSTRUCTIOlV OF A NEW 2,600 SQUARE FOOT COMMERCIAL BUILDING 1�T 21731 STEVElVS CREEK BOUL.EVARD , SECTIOIV I: PROTECT DESCRIPTIOlV &RECITALS Application No.: DP-2015-03 ` Applicant: jeffrey Eaton Property Owner: Uri Freeland Location: 21731 Stevens Creek Boulevard (AP1V 326-20-048) Subject: Development Permit to allow the to allow the demolition of an existing commercial building and construction a new 2,500 square foot commercial building. WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of tYie City of Cupertino, and the Adrninistrative Hearing Officer held a public meeting on February 11, 2016 in regard to the application; and NOW, THEREFORE,BE IT RESOLVED: After careful consideration of the maps, facts, exhibits, testimony and other evidence submitted in this matter, the Administrative Hearing Officer hereby approves Application no. DP-2015-03 based upon the findings described in Section II of this resolution, the public meeting record, and the minutes of the Administrative Hearing meeting of February 11, 2016, and subject to the conditions specified in Section III of this resolution. SECTION II: FIlVDINGS: 1. The proposed development and/or use, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimerital to Resolution No.58 DP-2015-03 February 11,2016 the public health, safety,general welfare, or convenience; The proposed retail building will not be detrimental oY injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or , convenience because it is located within a mixed use light industrial, neighborhood commercial, . and residential district, which includes a variety of different land uses similar to the one proposed. The City has approved other similar retail projects in the neighborhood which is consistent with the City's General Plan Goal LU-25 for 1Vlonta VistaVillage. 2. The proposed development and/or use will be located and:conducted in a manner in accord with the Cupertino Comprehensive General Plan, unclerlying zoning regulations, and the purpose of this title and complies with the California Environmental Quality Act(CEQA). The proposed commercial building is consistent with the General Plan, zoning ordinance, and CEQA. For example, the project will be required to allow/provide connections with adjoining � sites (GP Strategy LU-25.4.1), provide a storefront appearance (GP Strategy LU-25.3.1), and pYovide an efficient and updated parking lot (GP Policy M-6.1). The conditions of approval contained in this Yesolution further reduce the likelihood of adverse impacts to surrounding properties. "SECTIOlV IIL• COlVDITIOlVS ADMIlVISTERED BY THE CONINIUIVITY I�EVELOP1VIElVT _ I�EPT. 1. API'ROVED EXHIBITS Approval is based on plan sets dated December 7, 2015, titled "Stevens Creek Retail Pad 21731 Stevens Creek Blvd., Cupertino, CA, 95014", consisting of seventeen sheets labeled PD0.1, PD1.0, PD1.1, PD2.1, PD2.2, PD3.0, PD3.1, 1-5,L1.0-L4.0, and Lighting PTan Sheet 1 drawn by Eafon Hall Architectu.re, Hanna Brunetti Civil Engineers, and Gregory Lewis Landscape Architect, except as may be amended by conditions in this resolution. : 2. ACCURACY OF PROZECT PLAlVS 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. ANIVOTATIOIV OF THE COlVDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the first page of the building plans. Resolution No:'58 DP-2015-03 February 11,2016 4. COlVCURRENT APPR0�IAL CONDITIOlVS The conditions of approval contained in file no. ASA-2015-11 shall be applicable to this approvaL 5. DEVELOPIVIEIVT APPROVAL AND PROTECT AIVIElVD1VIElVTS Development Permit approval is granted to a11ow the demolition of an existing retail building and tlle construction of a 2,600 square foot retail building with commercial uses. Allowed uses include 1Veighborhood Commercial uses that serve primarily the residents of adjacent neighborhoods. This includes, but is not limited to, retail activities, personal services, and limited commercial and medical offices. Future uses wi11 be determined using the City's Parking Ordinance. A separate conditional use permit shall be required for commercial and office-uses not considered neighborhood commercial by the Director of Community Development. Development intensity shall be regulated by conditional use permit review. The Director of Communiiy Development shall review amendments to the project considered major. : 6. DEVELOPIVIENT ALLOCATIOIV The :applicant shall receive an allocation of 990 square feet of commercial allocation from the Monta Vista General Plan area. 7. BELOW 1VIARKET RATE HOUSIlVG PROGRAlVI 1VIITIGATION FEES Prior to buildin��ermit issuance, the applicant shall provide the required housing mitigation fees for the retail development on the project site. The current fiscal year housing mitigation fees are $10 per square foot. Based on 990 net new square feet of building area, $9,900 in fees will be required. 8. IlVGRESS/EGRESS EASElVIENTS Prior to final occu�anc�, the applicant shall record the necessary reciprocal ingress and egress easement between the adjoining properiy to the west to run in perpetuity. The easement shall contain a provision that it may not be modified without the prior express written approval of the City. The easement language shall be reviewed and approved by the City prior to recordation with the County Recorder's Office. A financial deposit will be required for the City Attorney's Office review time. In the event an ingress/egress easement cannot be agreed to with: the neighboring property owner to the west, applicant shall add a deed restriction requiring them to participate in a reciprocal ingress/egress easement at such tinme in the future the City can require the same of the adjoining property owner. i Resolution No.58 DP-2015-03 February 11,2016 9. PUBLIC PEDESTRIAN ACGESS EASEMEIVT The property owner shall record an appropriate deed restriction, subject to approval of the City Attorney, for a public pedestrian access easement through the interior pedestrian path(s). The easement sha11 be recorded prior to final occu�ancy of site e� rmi.ts• � 10. PARKIIVG LOT DIRECTIOlVAL SIGNAGE Prior to issuance of buildin��ermits, the applicant shall work with staff to consider the following parking lot directional signage to be installed�rior to final occu�anc�: a. Speed bumps and/or speed limit signage b. Directional/informational signs, particularily signage indicating "Exit Only" or "Do , Not Enter" at the egress onto the shared driveway with the post office. , c. Transpose directional arrows on the parking lot surface 11. MAIN BUILDING ENTRANCE The main building entrance shall face Stevens Creek�oulevard. The entrance doors and storefront are to be kept open and free of any obstructions. No more than 25% of eaeh storefront window bay may be obstructed with signage or other interior items. Boarding, closure, shelves, permanent walls, opaque painting/material of windows, and other storefront obstructions are not permitted. ' 12. SIGIVAGE . A sign program for the project site, including all existing buildings on the site, shall be ' reviewed and approved by the City�rior to final occu�anc�The sign program shall be ' consistent with the Monta Vista Design Guidelines. Refer to Section 19.104.130 of the ; Cupertino Municipal Code for the sign program requirements. ' 13. FIIVAL.LIGHTIlVG PLAlV All new lighting must conform to the standards in the Parking Ordinance (Chapter 19.124) and General Commercial Ordinance (Chapter 19.60), and the final lighting plan (including a detailed photometric plan) shall be reviewed and approved by the Community Development Director �rior to buildin��ermit issuance. Prior to final occu�anc�, a licensed lighting consultant shall confirm that the lighting is in compliance with the City's standards. 14. SCREENIlVG 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 maferials. 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 Resolution No.58 DP-2015-03 February 11,2016 approved by the I�irector of Community Development prior to issuance of building permits. : I 15. TI�AlVSFORMERS 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 publlic street areas, as determined by the Community I�evelopment Department. Transformers shall not be located in the front or side building setback area: 16. LANDSCAPE PROTECT SUBNlITTAL The applicant shall submit a full landscape project submittal, per sections 490.1, 492.1, and 492.3 of the Department of Water Resources Model Water Efficient Landscape Ordinance, for projects with landscape area more than 500 square feet; the applicant shall submit either a full` landscape project submittal or submit the Prescriptive Compliance Checklist per Appendix D of the IDepartment of Water Resources 1VIode1 Water Efficierit Landscape Ordinance for projects with landscape area more than 500 square feet and less than 2,500 square feet. The Landscape Documentation Package or Prescriptive Compliance Checklist shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. '� 17. LANDSCAPE INSTALLATION REPORT ' A landscape installation audit sha11 be conducted by a certified landscape professional j 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 sha11 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." Resolution No.58 DP-2015-03 February 11,2016 18.LANDSCAPE AND IRI2IGATION MAINTElVAlVCE A maintenance schedule shall be established and submitted to the Director of Community IJevelopment 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 accou.nt 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, 19. TRASH AlVD DELIVERY ACTIVITIES A detailed refuse and truck delivery plan shall be prepared by the applicant ri� or to issuance of buildin��ermits. The plan shall include,but not be Iimited to the following: a. Location and design of trash facilities (i.e. trash enclosures and receptacles). Trash enclosures sha11 provide ample space to include trash, recycling, food waste, and waste receptacles along with a tallow bin. b. Quantity of trash receptacles. c. Primary and alternative truck routes. d. Signage for parking stalls displaced during pick-up and delivery hour� (if applicable): e. Trash pick-up schedule (shall not take place during peak business hours) f: Loading areas (with signage/markings res�ricting parking in these areas during loading times) : g.. Delivery hours (shall not take place during peak business hours) All trash facilities must be screened and enclosed to the satisfaction of the Public Works Departinent. The final plan shall be submitted to the City and the City's refuse service for review and approval prior to issuance of building permits. : 20. CONSTRUCTION HOURS Construction activities shall be limited to 1Vlonday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. All construction shall occur in compliance with Chapter 10.48, Community ` 'Resolution No.58 DP-2015-03 February 11,2016 � 1Voise Control, of the Cupertino Nlunicipal 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, shalT be posted in a prorninent location af the entrance to the job site. 21. DE�/IOLITION R.EQUIRElVIEIVTS � A11 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. 22. DUST COlVTROL The'following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: _ _ a. Water a11 active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving�-he site; active areas adjacent to windy periods; active areas adjaeent to existing lancl uses shall be kept damp at all times, or shall b,e treated with non-toxic stabilizers or dust palliatives. b. Cover all trucks hauling soil, sarid, and other loose materials or require all trucks to ma'intain at least 2 feet of freeboard; c. Pave, apply water at least three times daily,or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d. Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil material is carried onto adjacent public streets. e. The applicant`shall incorporate the City's construction best management practices into the building permit plan set. 23.1VOISE MITIGATIOIV 1VIEASURES The project and retail operations shall cornply with the City's Community 1Voise Control Ordinance (Chapter 10.48 of the CMC). In'addition, the following mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: a. The contractor sha11 use "new technolog;y" power construction equipment with state-of-the-art noise shielding and muffling devices. All internal combustion engines used on the project site shall be equipped with adequate mufflers and shall be in good mechanical condition to minimize noise created by faulty or poor maintained engines or other comporients: Resolution No.58 DP-2015-03 February 11,2016 b. Locate stationary noise generating equipment as far as possible from sensitive receptors. Staging areas shall be located a minimum of 200 feet from noise sensitive receptors, such as residential uses. Unnecessary idling of machines when not in use shall be prohibited. c. The developer will implement a Construction Management Plan approved by the Community Development Director and Director of I'ublic Works to minimize impacts on the surrounding sensitive land`uses to the fullest extent possible. d. Temporary plywood enclosures shall be erected around stationary equipment that produces excessive noise at nearby receptors e. Good maintenance and lubrication procedures shall be used to reduce operating noise. � f. A11 construction equipment shall conforrn. to the _following standards 1) no °individual device produces a noise level more than 87 dBA at a distance of 25 feet;or 2) the noise level on any nearby property does not exceed eighty dBA (Cupertino `:Nlunicipal Code Section 10:48.053). g. Equip all internal combustion engine driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. h. 1Voise from construction workers' radios shall be controlled to a point that it is not audibie at existing residences bordering the project site. i. l�Totify all adjacent businesses, residences, and other noise-sensitive land uses of the construction schedule in writing. 24. ROOFTOP EQUIPMENT SCREEIVING All mechanical and other equipment on the building shall be screened so they are not visible from public street areas or adjoining developments. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. A line of sight plan may be required to demonstrate that the equipment will not be visible from any public right-of-way. The location of the equipment and necessary screening shall be reviewed and approved by the birector of Community Development prior to issuance of building permits. : 25.UTILITY STRUCTURE PLAN - Prior to issuance of buildin��ermits, the applicant shall work with staff to provide a detailed utility plan to demonstrate screening or undergrounding of all new utility structures [including, but not limited to backflow preventers (�FP), fire department connections (FDC), post-indicator valves (PI�I), and gas meters] to the satisfaction of the Director of Community Development, Public Volorks, Fire Department, and applicable utility agencies. Resolution No.58 DP-2015-03 February 11,2016 26. PRE-CONSTRUCTIOIV MEETIlVG AIVI� COlVSTRUCTIOl�T MAlVAGEMENT 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; I'lanning, Public Works, Santa Clara County Fire I�epartment) to review an applicant-prepaxed . 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-�vay 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 27. COlVSULTATIOI�T 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 xequirements. Any misrepresentation of any submitted data may invalidate an approval by the Community I�evelopment Department. 28. IlVI�EMNTFICATIOlV Except as otherwise prohibited by law, the applicant sha11 indemnify.and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The applicant shall pay such atforneys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time; and overhead costs:and other City staff overhead costs and ariy costs directly related to the litigation reasonably incurred by City. 29. NOTICE OF FEES, DEDICATIONS, RESERVATIOIVS OR OTHER EXACTIOIVS 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 Resolution No.58 DP-2015-03 February 11;2016 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 I�T: COlVDITIONS AD1VIIlVISTERED BY THE PUBLIC WORKS DEPARTMEIVT 30. I�RAINAGE AGREElVIENT Provide to the City either a mutual agreement or an easement document that shows the project site has the necessary permissions to drain through the adjacent property, or provide an alternative path that directs onsite drainage to the public right of way. 31. STREET IlVIPROVEIVIEIVTS I'ublic street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. The Developer shall construct street improvements on the north side of Stevens Creek Blvd between the Post Office mail drop aisle; and the shared driveway between the subject property and the Post Office property. Improvements shall include narrowing the paved street to remove the right turn lane, and associated striping. The new curb and gutter along the property frontage shall continue in a straight line from the existing curb and gutter to the VVest, until it lines up with the proposed new curb and gutter improvements to the East (between the mail drop aisle and the shared driveway). The in-pavement lighted crosswalk and associated hardware shall be modified as necessary to accommodate the impro�ements. The I�eveloper shall dedicate to the City any private land within 10' `of the new face of curb. AIl improvements in tlie right of way shall be done to the "satisfaction of the City Engineer. ' 32.`CURB AlVD GUTTER IMPROVElVIElVTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 33.PEDESTRIAIV A1VD BICYCLE IlVIPI�OVEMEIVTS Developer shall provide pedesfrian and bicycle related improvements consistent with the Cupertino Bicycle Transportation Plan and the I'edestrian Transportation Guidelines, and as approved by the City Engineer. 34. BICYCLE PARKING Developer shall provide bicycle parking consistent with the City's requirements to the satisfaction of the City Engineer. Resolution No.58 DP-2015-03 February 11,2016 � 35: STREET LIGHTING IlVSTALLATIOIV Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioried 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 whieh the site is located. 36.UNUERGROUlVD UTILITIES DeVeloper'shall comply with the requirements of the Underground Utilities Ordinance 1Vo. 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 shalT be subject to prior approval of the affected Utility provider and the City Engineer. 37. TRAlVSFORMERS 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 pub�ic street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area. 38. WATER BACKFLOW PREVElVTERS Domestic and Fire Water Backflow preventers and similar above ground equipment sha11 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. 39. IMPROVElVIEIVT AGREElVIElVT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits Fees: a. Checking &Inspection Fees: $Per current fee schedule ($4,498.00 or 6°/a) . b. Grading Permit: $ Per current fee schedule ($2,618.00 or 6%) c. Development 1Vlaintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $5,282.00+/- Resolution No.58 DP-2015-03 February 11,2016 e. Power Cost: '�'� f. 1Vlap Checking Fees: $Per current fee schedule (1V/A) ,g. Park Fees: $Per current fee schedule (IV/A) h. Street Tree $348.00 pe�tree '��' Based on the latest effective PG&S rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor &1Vlaterial Bond: 100% of Off-site and On-site Tmprovement On-site Grading Bond: 100% of site irnprovements. -The fees described above are imposed based upon fhe 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. 40. GRADIlVG 'Grading` shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino 1Vlunicipal Code. 401 Certifications and 404 permits maybe required.Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. ' 41. DRAINAGE . Drainage shall be.provided to the satisfaction of the City Engineer. Hydrology and pre- and post-development hydraulic calculations musf be provided to indicate whether addit'ional storm water control measures are to be constructed or renovated: The storm ' drain system may include,but is not limited to;subsixrface 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. 42. C.3 REQUIRElVIENTS C.3 regulated improvements are required for all projects creating and/or replacing 5,000 S.F. or more of impervious surface (collectively over the entire project site). The Resolution No.58 DP-2015-03 February 11,2016 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 applicant must include the use and maintenance of site design, source control and storm wafer treatinent Best Management Practices (B1VIPs), which must be designed per approved numeric sizing criteria:: A Storm Water 1Vlanagement 1'lan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and 1Vlaintenance Agreement, and certification of ongoing operation and maintenance of treatment B1VIPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. 43. FULL TRASH CAPTURE SYSTEIVI The applicant 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 fu11 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`resulfing from a one-year, one- hour storm in the sub-drainage area (see the 1Vlunicipal Regional Permit section C.10 for further information/requirements). 44. BEST MAlVAGElVIE1VT PRACTICES Utilize Best 1Vlariagement Practices (B1VIPs), 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. 45. l�TPDES COIVSTRUCTIOlV GENERAL PERNIIT 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 P1an (SWPPP), use of construction Best Management Practices (B1VIPs) to control storm:water runoff quality, and B�/II' 'inspection and maintenance. 46:EROSIOlV COlVTROL PLA1V I�eveloper` 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 Resolutiori No.58 DP-2015-03 February 11,2016 47.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� 48. OPERATIOlVS &MAIIVTENANCE AGREEMEI�TT Applicant shall enter into an Operations & Maintenance Agreement with the City prior to. final occupancy, as needed. The. Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewallc, pavers, and street lights. : � 49.TRAFPIC SIGNS Traffic control signs shall be placed at locations specified by the City. 50. TRASH, RECYCLIlVG AND.COMPOST RECEPTACLES The applicant 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 subjec� to the approval of the Environmental Programs 1Vlanager. (CMC 9.18.210 P) _ 51. TRASH,RECYCLIIVG AIVD COlVIPOST ElVCL�SUIZES , Trash enclosure plans must be designed in accordance with the City's "Public Works �- Guidelines for 1Von-Residential Building Trash & Recycling Enclosures" posted at www.cupertino.org/nowaste, and to the satisfaetion of #he Environmental Programs 1Vlanager. Modifications to exist-ing facilities shall, to the maximum extent practicable, meet the Public Works Guidelines and shall be subject to the approval of the Public Works I�irector. Clearance by the Pixblic Works Department is required prior to obtaining a building permit. (CMC 9.18.210 H &K) 52.REFUSE TRUCK ACCESS Applicant must obtain clearance frorn 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 ref-use collector. 53. 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 Cifiy in accordance with Ordinance 1Vo. 125. 54. FIRE PROTECTIOlV Fire`sprinklers shall be installed i.n anynew construction to the approval of the City. Resolution No.58 DP-2015-03 February 11,2016 55.SAIVTA CLARA COUNTY FIRE DEPART1VIElVT 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 properiy adjacent to the public right of way, and fire department connections musf be located within 100' of a Fire Hydrant). 56. FII�E HYDRAlVT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 57. SAN TOSE WATER COlVIPANY 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 58.DEDICATIOlV OF WATERLINES Developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach;an agreement with San Jose Water Company for water service to the subject development. : 59. DEI�ICATIOlV OF ZJNDERGROUIVD WATER RIGHTS � Developer shall "quit claim" to the City all rights to pump, take or otherwise extract - wafer from the underground basiri or any underground strata in the Santa Clara Valley. 60. SAlVITARY DISTRICT A letter 'of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 61. UTILITY EASEMElVTS Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and California Water Company, and/or equivalent agericies) wi11 be required prior to issuance of building permits. SECTIOlV V: CONI�ITIONS ADMIIVISTERED BY TI iE SAIVTA CLARA COUIVTY FIRE DEPARTMENT 62. FIRE DEPARTIVIEIVT REVIEW Review of this development proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a � �� � � � � � �� i i Resolution No.58 DP-2015-03 February 11,2016 _ substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work, the applicant shall make application to, and receive from, the Building Department, all applicable construction permits. 63.FIRE SPRINKLERS REC?UIRED Where required. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.18 whichever is more restrietive. For the purpose of this section, firewalls used to separate ,building areas sha11 be constructed in accordance with the California Building Code and shall be without openings or penetrations. 1. In other than residential buildings which require the installation of fire sprinklers for all new buildings according to the California Residential Code, an automatic sprinkler system shall be provided throughout all new buildings and structures. lEx��g�tg�gao a. Buildings and `structures that do not exceed 1,000 square feet of building area and that are not located in the Wild-Urban Iriterface Fire Area. B. Buildings and Structures that are located in the Wild-Urban Interface Fire Area and do not exceed 500 square feet of building area. 1V���e 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: A State of California licensed (C-16) Fire Protection Confractor 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 and amended by CUPNIC. 64. WATER SUPPLY REQUIREMElVTS Potable water supplies shalT 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 docurimented by that purveyor as having been met by the applicant(s). 2010 CFC Sec.903.3.5 and Health and Safety Code 13114.7. 65. ADDRESS IDENTIFICATIOlV 1Vew and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is:plainly legible and visible Resolution No.58 DP-2015-03 February 11,2016 from the street or road fronting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be : provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm)high with a minimum stroke width of .5 inch 66. COlVSTRUCTIOIV SITE FIRE SAFETY All construction sites must compTy with applicable provisions of the CFC Chapter 33 and our Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan subrnittals, as appropriate to the project. CFC Chp.33. SECTIOIV VI: COl�TDITIONS ADMIlVISTERED BY THE CUPERTIlVO SAIVITARY DISTRICT 67. PROPERTY LINE CLEAIVOUT Install new property line cleanout or locate and raise to grade an existing property line cleanout. Property line cleanout must be within five 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. 68. IMPROVEMENT PLAlVS On-site and off-site improvement plans shall be submitted to the District for review and comments. 69.FEES AND PEI�MITS Cupertino Sanitary District fees and permits shall be required for the subject application �based on the proposed area and use modifications. SECTIOIV�III: CEQA REVIEW This Development Permit is categorically exempt from the California Environmental Quality Act(CEQA) per section 15303 (1Vew Construction) of the CEQA Guidelines because it applies to a mixed residential and commercial buildirig and site improvements not exceeded 10,000 square feet. Resolution No.58 DP-2015-03 February 11,2016 PASSED AlVD ADOPTED this 11th day of February, 2016 at a noticed Public 1Vleeting of the Administrative Hearing Officer of the City of Cupertino, State of California, held by the , Director of Community Development, or his or her designee, pursuant to Cupertino Municipal Cocle Section 19.12.120. ATTEST: APPRO�TED: /s/Gian Paolo 1Vlartire /s/Piu Ghosh Gian Paolo Martire Piu Ghosh Assistant Planner Principal Planner p.a � - � ��� � `� �, ," � ' - GENERAL INFORMATION E� SCOPE OF WORK DEMOLITION OF AN EXISTING 1,610 SF ST EV E N �� K i�ET I L PAD RETAILBUILDINGANDCONSTRUCTIONOFA S A - N E W 2,6 0 0 S F R E T A I L B U I L D I N G I N C L U D I N G ' �_����������� OFSSTELANDSCAPEANDPARKNNG.URATION 21731 STEVENS CREEK BLVD. ���-`�° `�� C U P E RTI N O, CA 95014 oCCUPANCY: M � _�w�_�� JURISDICTION: CITY OF CUPERTINO EATON HALL ARCHITECTURE TYPE OF CONSTRUCTION: V-B SPRINKLERS: NO '"'�� BUILDING AREA: 2,600 SF /�I�(� f� /�Q 1501 The Alameda,Ste 105 AP N. L7GV-GO-O`i'V ZONING: MIXED USE PLANNED DEVELOPMENT San Jose,CA 95126 I S S U E D FO R P LAN C H EC K APN: 32�Zo_o4a TEL 408.265.5255 FAX 408.265.6155 A[ALI W PNINCOPPOPAT�ON PROJECT DIRECTORY PREVAILING CODES „��"""""""'�--,, _��`"`�����AR'ti�T�_ •'F F-� F`'; �J�� C 26469�•'.�' CITY OF CUPERTINO MUNICIPAL CODE - z; _ OWNER: URI FREELAND 2013 CBC,CPC,CMC,CEC = : _ 1100 SEENA AVENUE 2013 CALIFORNIA FIRE CODE(WITH LOCAL AMENDMENTS) ;*�, :'*; LOS ALTOS,CA 94024 2013 BUILDING ENERGY EFFICIENCY STANDARDS : s�'•.,exF. s�i�,:�P� � e-mail:freeuri@yahoo.com 2013 CALIFORNIA GREEN BUILDING STANDARDS %,,9p��'••••....••'p�`�o` F OF�p��F �nn�in ni m����a`o ARCHI7'ECT: EATONHALLARCHITECTURE VICINITY MAP 1501 THE ALAMEDA,SUITE 105 SAN JOSE,CA95126 JEFFREY E.EATON,AIA � (408)265-5255 . (408)265-6155 FAX 1 e-mail:jeftrey@ehastudio.com � ,.,,,,,, n,-,�-: .,.:'r.�-"<"'.` ,.'�',s;..� "c'T�v'"g' ,...�.,;m�zy'3"Ss s '.""'yt¢r`s2, .,�s;z;,: . � ;. ��, "� , •��:; ��,.�; , ,�',. ���: . ,:s. �. , , _ . < ; E ENGWEER: 7 SN EIG EBER YI ST. `s ' �' .� � ; �...� � � : � � �, ... .: � -:. , . 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' . :,.,-:-.w. � . . . . . .. ... . . . . . . . -. _. . . . . . � ' .. . . . . . ... . .. . .� . ... . .:.,. .. . . . ... . .. .� ..: . .. . . . . . . . . . , . . . - . . C ����. .. .. .... ... . .. .. . . . . ���.. . i .. ., ; .. . . . _ D R ..�i ,..Y•E... .r „' ,��``�v:�E .,T% �:.;;.;.,� e� _ e'o:c��: o.�'.-:{ ': I�I::.. (l'OS E DEMOLISHED)NT =�f�>�c 26469 z:�_ . � ...:, p5 � � _ _ . ��+ _ s�•'::.:_�_' —Z� 1,610SF _ E . . _ • . '`.�.'y:;�;:j $ •:e US f��ST 6;110 SF =�r�. '�1'; , � : .. .,.. ,:.e:....... - ILDING GROSS TOTAL BUILDING AREA ...'^ ;.� NET.TOTAL.BUILDING AREA 5,071 SF .. . s EXP 5/17;'� -;;':�>° - ---- ,..,-� � .r..;-_.:• _-- . .... . . . . .... . . , . . .. ..• ..,<..,.�:. . .. . . :• ---"--'---"--" -"--"--"--' -- - --- --'_ . . . . . . . .. . . . . ... . ; .. . ; ...:;.`: �r---- I�=..o ... . '.. . � ... . �:.� : (85%GROSS).�. . : , . ... ' �.. . F OF CA��� ;.;',:;.• —=--; --- --=— =-- --.— -- - ---- -- ---- --- --- -- EXISTINGPARKING 9%inin ��"`O�? ..�... OFFICE •:.:-•: •:.c,;;'_ ! I � i -�-. � . . .. � I I S��,o� � STANDARD33 SPACES PROVIDED """� �. .: .'.�. � �. � �. ..06 : .:�: ' � �' : /I d. . .... . .. . . '':j a��,. ::06 .� . ..�. .. . .. �.:�. .� . .. .:� PROPOSEDAREAS � . :..:. .. ' . :.� .� . .: .. . ,„. :.:�. ;:�' : 13 y�,OQ _ SITE AREA 25;600 SF(0.59 Acres) 100.0% � � 01 m ..• . , .;; , .., r I :''..:;. i � EXISTINGRETAILBUILDING 4,500SF .. . . . ... . 17.57% � . � . ..:":',_ i � . . . . ..._:... � N � . . . . . .. � :-,r.i:.'� i p—N I �. 0 GROSS TOTAL,6UIILD N�G AREA 7�100 SF 27.72% ;,;. s --------- ------------ --------_--_-------------- - -.---- ---- s NETTOTALBLDGAREA(85%GROSS) 6035SF '.. ���. .. ----- - ---o------.-----------_--,_\ LANDSCAPEAREAS , N� � �� � �, � . . Uo �. � . � e. : EkISTINGLANDSCAPEAREA 1,3805< � TRASHMANAGEMENT p� LANDSCAPEAREAADDEDLMODIFIED 385SF 2500SF Q� 0 TRUCKACCESS a OUTER TURNING RADIUS PROPOSED LANDSCAPE AREA 1,667 SF 6.59% Z Z B �(50�_���N1IN.)(TRASH/FIRE)... . . . . �Wa. .� .------------ - --- - -- ---- ------ --------.---------_ . .: . ; \`I '. . .:�: :. ' .. ::�: .. , ., : .: ,, . PAVEDAREAS...� � ... .. . . . .. . ... : . ':.� ... : �:.� : ------W --- .--------------------- � .. .. . . . . . . . .. . ... . .. . .. .. . . . .. . . W Q� i �° INNER TURNING RADIUS EXISTING PAVED AREA 18,110 SF.. .. :... � ` - ( ) .. — -'-- --- ------- -� --- ----�------- ----------- --- - -------------------- ----------------_ . ��.\�3... . . . . . . . . . . ' � . . . � � -, fi5 ° 5'0"MINJ TRASH � i �.-----9 � �, PROPOSEDPAVEDAREA 16,813SF .69% � a-6 �.�. �PARKING+DRIVEWAY+ � � PD1.1 INNER TURNING RADIUS WALKVIIAY+TRASH ENCLOSURE) ' � I i .. I � a. . (30�-�e MIN.)(FIRE) � \ �. . � I. . --.-��--- I. .. �. --i = ; `.. �: � I� o� . .. .. . . �� ' ! �I �' _ .....-�--------------.... '�,: : ; `, PARFtI�IG Mpe�RIX I . � � . . . _ � " o� i �' `; � � , .. � � �� o . � � , . PARKIN CALCULATION BASED ON NON NTIAL PARKI UM i . \ I ' 07. . � 06. .�. . � �o. �\ 1004.1.1(FOR OCCUPANT CALCULATION�RE � `. � � — }� � � C � I I . .: : S,�o �. �/ �. .. . _---_--_�-____-_�_--_�-__�-_' \ ` : \� ND�BC I SIDE NG 5 MARY A � � � . � ; � . , �y� � : ... . --- . . ' \ . .I... .o�. ..:.. f�. i 5�,�e .. . : .�.. .. \\� ...���.. .. `� .. ..�.. .. ... ,�.. .. ... .�,� .REQUIRE�PARI4NG ... .� . ... .�. . .. . . . . . �, .{.dm ... , , � q � , , o ooZ o � Q ! \ , i - ----- -------- --- � , a , `, �'� �'��� a� --- — .�� �` :. � :... � - . .o .... _ __ __ i _ ""' � � � z z v�. W: .. .. .. . . . ... . . . / \ . .. . . N . .. . . �� � 1 .. . . . . .. . . QF�¢- Y� Y��.W��.. . �-_ . ��� . .. ... . � �_ _❑ � w I o6: � � d - 18 a o �ct �a��n [�.l 08 09 � Q w / i w w o a �\ a � �o o ¢ a ¢ • .,:: ::= .a: •• ,�;. _,, '-•,- .. .... :..:t: ,. . .,.....,:•` .;:.. �'•�; . . _ -.,... - .�..-•;••,... -: .;:: ' .. _. , n-.., •: �.:�. ,........ :, . . _,_;� '�•=-•.- .,�. �-;=�% / -......,- . ... _ .-----------'::, i... ._ �� :,.r:,,-. .., � '_------- - - .., -•..�..:,.�. v�� a� a� m x rn� . ----- ----- - --------------------- -------- � �� - _ i � � Q. .. �. .� �. - i 0 / � �..:a•� � i � . .., V ,: : �. � �,:..��;:::: a . � - � � ,� ..,..: ... / t -�-�- — ❑ � � � B I .... � MARTIAL ARTS 1205:.62 1.6 OPEN 4-6 M-F 2 !, �_ - i �i m .� m o m,o.ae i � � :. � KUMON „ 1180 5:9 2.0 OPEN 3-6 M-F 2 . 4� �� �.. ... i i� o i 07 i i - CLEANERS 675 2.7 2.7 � ° � — 06 � W � �i - 580 3 2.3� .. ... . e i BARBER SHOP 2. i a i i W �. . _--_-_--—_- I � .. . .. .. . . . ... . � .i . e .. . . . ... B �a i. . . ... . .. . . . ... . -- . ... . i i� .. i . ... .. . .. . . . ... . BEAUTY. . . ... . 860 3.5 3.5; . : ; ... . �.>:�� . . .. . . . . � � . .� . . . 0 i . . . . � � a � � �� � �. : :... .. � � . .. .... .. . � . W .. � . .. . .. .... . . .. .... ._ � .. . .. .... —'__-__..____�_—., . .. .... .. .... .. ... - . .. . . . . a. i, � i o i i �: Z e PROPOSED BUILDING 2600 10.4 10.4 � � � i i �` . � . 0 �. g�:T�. �g�_Q" 24�_��� 16�_�,� 4'-0" 12'-01/4�� �Z�_0�� � (�V � — - i e i - i TOTAL. .'.. 7100 31 22.5. 4 /'. . .r. W ia �. ---—-__----� - i: . .i � F.� .-.. �. I � a. i �.. i 27 TOTAL PARKING . 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PROFOSED . ... 4 SPACES.. . . . ... . �' 0 i i, i � � .-� i. e i . . _ __ (N)RETAIL BUILDING � ; � � � . I �. : 2 600 SF . .. . _ I : :. i. • i PD1.1 _ i i vp pq-�� pp�� .. .. ..: . .�. i � .. ..: p I. .: � .. ..: o . i B i � . � . ..; . � .. C C.. .. � ... .�.� 6 ... . .. .. .. I . .. ... . .. .. . �J'� tl B�����6v�iJ �ttl.�n ... . .. . ... . .. .. �U� .��.. .. .. ...0. ..� .. I "'_".__ "_ __ - .. Q .. . ... . . . . ... .. . ......., . ....... ._ N ' . I. .�.I . . � .. . . . . . , '�4F.r`o :�:::;'�i:":;_'::"'..:•':-:. . . ... . � .. . . . ... . .. . . . .. � I . . . ... . . . ��Q . . . . . . .: .. >.•...:.�..,.,y,, - • � Z .. i 1. THIS APPLICATION IS FOR SHELL ONLY AND NOT FOR OCCUPANCY.A: ... _ a ,- i i � ����'� I � o i ,,. SEPERATE SUBMITTAL WILL BE MADE FOR THE T.I.PORTIONS OF THE; �;o i . i i , . .. . . .. . .. . 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DIAMETER \��/ STALL : BLUE BACKGROUND p0 SQ..IN,MIN.).. J'' .. . ... . .. . ... . .. ... . .. , ... .. . . . .. . . . . . . . . . ,��, . ... ... . � . . . . .. . .3�_0 �,_�„ . . . . . . . . . . ... . . . ... . . ... . . .. . . . . .. . . . VAN ACCESSIBLE VAN ACCE . . SSIBLE SIGN(AT • • • . . VAN ACCESSIBLE STALL) �.. A A . . � . , .J ,.. ' . .. .. .. . - - . . . . . . ... . . � . . .. ... . . ... . ey . ,. ... . .. 2-GALV.STL.PIPE-EMBED a 18"MIN.INTO CONC.FOOTING.. . . . . . : :¢.:.� . . ..:.: ' . � .. .,. .. . � . .�:. : .. . .. ; .. . . .:�: . :.. . PRECAST CONC.WhIEEI:STOP.' . � : ':.� 2.35" . �:.: '. ' . .:�:. .. . �.: : :.' : ..��..:. m • � io Q . LAN m 3�_�,�LONG W/(2)#3 BARS'.. . NOM �� � � DSCAPING. ... . .. . . . - >. .�. . . .�.: . . : .. . . ... . .. ... . . . . ... . . . .., . .. . . ... . .. . : : . .; . : ... . .PLA . 3"..2" 3��. . . . ' INAL . � TYP N �, - E ��:. .; — : ASPHAL7'IC CONC.PAVING � — ALIGNSYMBOLV11f,FRONT m -I I I <. : I—I I� VE EGA . . , OF PARKINGSTALL _ : ;q ... — .: . _ � . .... . ... . . .. ... � .lh ...-R+:�..� . � . .. ... . �h . .. ... . . . ... . . . ... . W'� �. . . � . �. . .:I. . ,:: .... . . . . . . .. . . . .. . � . . .. . . _ . .. . . .. .. . . . .. . . ' � . .� O I_I . �= U ":p BASE DIAMETER .. O R AGGR TE BASE � : .. . - .. . NC7 045 . .. .���.. . .. ... . . .-� . .,., _ .... g�� - — �.� — . � . .. . . . o''� .�,{�.. . .. ... ... N _. . . .... � .. ... . ... .. ... �_. . . .. ... . � � - . ._ . `. . . . �CONC:FOOTING�� � . _ . . � . � . . � . TOP DIAMETER � � ... .. � . . . . .. — ... . .. . . � ... . .. . . � . . . . � . . .. � . . . . . ... . ... . .. . . . � .. . . . .. . . . ... ... .. .. . . ... . .. . . . . ... . ... . .. . . .. . . . . �.. U:��. . .. . . .. . �.. . . ' . ' .. . . . ... . � ��. .�,�_I :.rt���.����. I�I.�. . . � �... ..�- ... . .. . . . ... . . . . . ... . .. . .. . . . . . . . . � . � s;s::s;e:¢s:ec;e.oeeaeeaet;::;te;ae;sea�::¢e:ae:ee:¢:aee;e °. .. . . . . � �- — p�. � . - . . . . . . . . . . . . . . . � � . THROUGH 8 LTAND N T ( - '�''.,. — e I I I — TAPERED EDGES �y � ��_6�� �,,6��. � I V - I. : . WFIERE EXPOSED � .: tl' � — . �P� ��_p„ . �.OF PARKING STALL . � (2)#6 GALV.DOWELS�24"LONG, 9'FROM EAGH END OF BUMPER TYP.SECTION A-A vJ' �'W.. . . . . ... �. a .:. . .. . . . Z Ss�e�et�06-A���SS9���S���9AGE S�te�etail�A��ESS9���SY9��0� ` Sate�etai��W�8��9�S�"�� Site�e���l-�9��D�➢CA'E°���OM� �v ,�. W . . . . �: o 3/4".=1'-0". 1"=1'-0" . 1:1/2��_1�_��� 12��_1�_��� �J p _ _ . - ... �' w� r � �� � N m � U� PROPERTY LINE I PD1.1 .. . .. . . . . � .. .., . . .. ... . . .. ... . ..� .. . .. . .. . ...�.�.. . . ... �.. . . . .�.. . . ...�.�.. . . . � ...�.�.. . . �N �.�. iy�.[N . .. . ... . .. . .. . . ... . .. . . ... . .. . . . .. . . . . .. . . ��[� �� . �� . e . . . :.. � 0 , ... . r�.� � �: :_. � _ _ . :..:.: - , ��—. . HORIZONTAL WOOD,SIDING ��.. '�. — . ASPHACT SHINGLES ROOFING TO MATCH WITH . . ... ON CMU WALL TO MATCFi WITH i : / \ / PROPOSED RETAIL SHELL ... RETAIL SHELL ROOF : .�. ASPHALT SHINGLES ROOFING TO . . R L SHELL ROOF ,s� / \ / . . . �£ g'.`: MATCfi WITH ETAI : ... ,a ,, z RECYCLABLE(21 SF) __ . � :�. ,, ' o �: :.. CONC.`BLOCK WALL �s� w � . ... : ':. ... . z�;'' ; a ;.. : ' . . :..p .�� . . . . . . . . . . . �. � '.: .���� . �.��. � ;, oi :/, . . � ' C3X4.'IXS�_s��L-SECUR`fOWALL I , � � . ' ' :.. VERTICAL TUBE SUPPORT(SSDj. .. :.. DERRU ED EET&LA TED' W/(3)5/8"-WELDED STUDS:': : '. '.,, I .2 PD1.1.:.' CKIIVG,PRIM D P IN ED AND - APART PfOJOCt NUfllI70f: 3.635 .. : :.: �-i� �.,�/ ��r-1 � CENTER 2'6" SLOPE2%MIN.�`��i SLOPE2%MIN:' . . .. .. - : . .i ; . .. , . .. . �� . . . . . . . _ i ;. i: - —=-=--=----- ----- ==- � : / - ---- --------------- ---- - ----- ----- - - �e 1"MIN.�CLEAR(1/2!MAX�IAG DaaWfl by: :.. 7 2 SD .. ... . . .�.. �-� �..�.�...I .. . . . . . ��, .. . . . .. . � . .. . . . . . . .. . � _i . .. . .:......................... ............... .:.........._....... _. ...... HORIZONTAL WOOD.SIDING HORIZONTAL WOOD SIDING ' . -.:._ ..... . . ..... . ..... .: . / . . ORGANICS28SF ----------------------- ------- ----...--_--- --------- .- . "COR UGATEDSTEELDECKING CIlOC{C2CIb:' JE ,. . �i z i. .,. ( .•)... , ... ON CMU VVALL TO MATCH WITH --�--- �— ON WALL TO MATCH Wll'H RETP,IL Q 1 R � Y _ x � �, . -------------. ------- PROPOSED RETAIL SHELL _ ___= ,: , �.: ` , � lf�� : b� ��--� �--r` LEC�E9VD ���������� �� � �����.� � �,� �"���� � �; ��� ;.y��..��� ��" _ _ 01 02 03 04 05:. ���� � PROPOSEDWACL � � � � . � ��, ��� �� . . . . . . . . . . . :.. .� - � ' . �. . ... . �. . ,. � . . .. :.. . :. � €-'��"�'��-��'�"��� �"�� _ EXISTING WALL ��„������,,,„ '��� 11'-111/4" ��_��� 5,_0". . '15�_0�� 4'-913/4" �������,'..�� ,.� � € ������ : . � . . . . � . . . . . . . . � . . � . . . � � � � �. .. � ... . . .. ... . . .. ... . . .. ... . . .. ... . --------------- --- ---------------------- ---------- ----- ----- --------- � . .. . . .. ... . -"----- "----- ---------- - ---- --=- - �� ��--3 101a : .. . i--- ----=I-- . -I- -- + �. NEW DOOR... : ' . �����,�,"'� �� � �� ���� ��� � e ,� ..--.. i.. — i � ... 4'tt`��������� — — i � —' — -� u ) �..���a�...�__ � � _3 . :., . � I . i i i EATON HALL ARCHITEC2URE I � � � �. � � � ��� ���� � � � , �� �_ _ , �x� ;. _. . . . ,.. � � . _ 1. . F i i � � j � � ; i' ALL EXTERIOR WALLS ARE DIMENSIONED FROM FACE O ——. �— — — — — — — —� SHEATHING.ALC DIMENSIONS MARKED"CLEAR"OR ' THICKNESSES OF ALL L FI ON San see CA gsd��Ste i i "CLR"SHALL BE MAINTAINED&SHALLALLOUV FOR 150 j 105 � i W IS ES U � � m VARY�MORE.THAIJ t 1/8"11VITHOLIT WRITfEN&.SH i i _ INSTRS CT.ION FROM ARCHITECT. TEL 408.265.5255 i ' � 2. ALIGN.WALL THAT _ i i A PERR CENTERED ON�OLIUMNS OR MULLIONS ARE. °� p �.. I I I i.. LLIONS.E �6N 61 � i. HE .:�.... . Zo I : :. . . ..� . . � . � 3. . 08��nl�wuiiu155 .. .,�: , �. .. FAX 4 AL4LIWPNIACO �. . .. . . . .. . . . .. . . . .. . . . . .. . . . .. � .'�.�. . . . . . .,. . i.:' I' i 4 . ACESRN THE SAME PLARATELY �O.ARC DIMENSIONS MARKED t MEAN ATO ERANCE N T S � � � . � .. . . . ... .. . . . .,, . .. . . . ... . .. . . . ... . .. . . . .. . . . ... . .. , . ... � . .. . ... . .. . . ... . . . ... . . . . . E , ... . „ i i... i. GREATER NOR SMALLER THAN 21NCHES FROM �`������••";�""'••.�'j��' � � IND C' E D MENSION U N O VE FY FIELD' :�R E fy'••, I I IATD I .. . RI � i � I : �.. I� i i DIMEIJSIOIJS EXCEEDING TOLERANCE WITH THE `�;���c 26469 a°���_ . ITECT'S APPROVAL.. - - - _ _ . .. ... .. ... ... --- --------------------------------------- -------- --- ----------------- -- - ---- 5• - - � i i ARCHITECT.SECURE ARCH _ ; ? . ,.. � � i � i ORTCONFLICT IN THE ORCATION(S)OF NEW REPA ;. :* . �' � i �"o CO S U ON LETIO 0 IT O � 'Q� j j N LAYOUT NOTI�FY ARCHITE TP ALLOW TIME IN THE NC *9TF '•���� ` S EXP 5/I � � � � I� I. �. r, LAYOUT BY THE •OF C p�� . . .. .� ... . .. . ... . .. . ... . .. . ... . .. . . .. . . .. . .. . ... . .. . ... . .. . . . . ... . . .. .. ... i � SCHEDULE FOR VERIFICATION OF.THE , � i ARCHITEC IORTOPARTITIONINSTA ON. n��„�i,,,,m��`A i... � ... . ..i i 6. ALL WORK SHALL BE EREC'fED.&INSTAL EDIPLUMB� :.. LEVE ARE& UE i I i 7. DIMENSIONS LOCATING DOORS ARE TO FINISHED � � i �i � i S. A L D I I I L OORS SHALL HAVE 24"CLEAR ON STRIKE/PULL SIDE i I I i OF DOOR ON EXTERIOR WALLS.VERIFY&ADVISE i ; I i ARCHITECT OF:EXCEPTIONS:PRIOR'TO CLOSING OUT � i PARTITI ONS. : i . .. i. y . . i ''' i FUL YE ACKED&SEA EDAN'ACCORDANCE WITH THE E ' . °' i I I I l APPGCABLE BUILDING&FIRE CODES. �Q eo j j . qLL GLASS SFIP,LL BE CLEAR TEMPERED GLASS,'UI�LESS �.. i i � OTHERWISE NOTED.GLAZING TONG MARKS SHALL NOT i i � D POLISH LAS _ BE.VISBLE..CLEAN AN ALL G S PRIOR TO'.. i � � PROJECT DELIVERY. LED L E FIRE i. �. �: . . � i' TREATED. ILDIiVG � �gURE ' TAIL i I I � . .. i I I � �� � i I � � , 11 , , � � , i : . ---------------------- ----------- -------------------------------------- ---� . �.i. � _ � ---. - --- : . _ �, � . f I.. I �I �: � o: � .. o � �.. . . . . � � _� _� .. ... . �.: . . . . . . _ . . � '._ . _ � I I N � EXTERfOR WALLS � �� PD3.1 4 � � � � j � 2. .PD3:1 � � � E1 ONE ROW OP6"STUD'WITH R-19 BATT INSULATION i i � � �' � i WITH:1.1%2"FIBER CEMENT BOAhD WALL PANELING:.. i � SYSTEM OVER METAL LATH OVER 3/8"DRAINAGE. . � �.. I.i.. LAYER OVER AIR BARRIER OVER 1/2".EXTERIOR PLY. .. � ... R I RIO S . X GYP i : � �,, SHEATHING AT EXTE R'IDE AND 5/8"TYPE'' Y;Q . . i . I I:.i E2 T INTERIO S D W(� A E � i... ONE ROW OF 6 STUD TH R 19 BATT INSULAT N i . I WITH.11/2".FIBERCEM NITBOARDWALLPANELING . . . U�� �. �.. � i SYSTEM:OVER METAL LATH OVER 3/8"DRAINAGE. . . . ... � ... ... . -��.. ... . . .. ... . . ... .� i . .. ... . . .. ... . . ... . .. . � .. ... . E3 � � r, (�� . . �. . .. . . � . .. . . .�. .. . . . .. . . . . . .. . . . .. . . .. . . . . .. . . � . . � ...' . .. . ... . .. . .. : '.. 'i . .. . .. . ... . .. . ... . .. . ... . . . .. . .. . . . �...� . �... . . . .. . .,�. i i , HEATHING AT EX ERROR SIDE AND 5 8 TYPE'X:GYP. � � i `o �W _ � i..�. �./ i : � �: � i LATION �:= Z AT INTERIOR SIDE . ; ... i .. i R F T HR1 A i . i.: DRAINA E LAYER OVER.AIRS ARRIER OVER/18/2�� \ (n C� g i �. '.. TERI IDEE i.. 5/BTTYPE'X'GYP ATANHIN OR S XTE �j CI' / � i. . ..W � I I C II .. I I �' � o z.LL RIOR SIDE AND i . . N m � v.j T J I.n i I i 'FOR EXTERIOR WALL STUD SIZE AND SPACING i � i i.. �.i.. � � � � � � i I; �. �� ' � � � n��.. �.: : : � l :.: � U .. ..: � �u;�. . i. I ... . ..I i. o � � - i � i N , . I I � � : �����Y�J � , � I I I I �I ' i.: . i 01 LINE OF ROOF ABOVE � � .. . - -- -- - -- -- - , , _ i . � i i I I i 02.(N)ELECTRIC TRANSFORMER . � I..� 04 (N)COLUMN{SSD) - a. '.. �'' i � FLOORABOVE . 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Cr2',.'_-.:.,« EXPIRES 6 30 15 �'�-9 �P W �� 7r� ,;.,.., p:;i•�dl�„�'�!4•r%l��li t 'b ed' :,j 1 �i �it•�� � � 1Q �° �`OF VI4'f V U �_ .�' � � p 1".�., h 1!� <6, '" ' r ' � ��0 CAL � � p� '�. � �j z � •. -'� :� Q r: . 1.;:� a . 1 . �..�.IUrrSJ; - � � � � � � � � � . � � � � � � . W � Gx a I.d •4� ����r� '�` l.2 M�i�+`�j .-�rr: � o . .,:.. �. ,. J lL .�'6 7�k' �..� x �- �.L;gy o�:' � � Ak..a� . .-tq, x .. �., � � � � . � . � . . .� � .. � . =0 .?� � _ �.�$ ¢.4 1' �N y i ; . _ . � �..� �'aU�s�y s� .....: ��:;:� '��w� � � � � 3 W; �+� ,:.. �� ��I�O� ,, ,�, .,,-���a }.a� . . �: .s� � � � Z Z t��Alfas z. �v ��x� 6 ;;. �.. :a � .a .�"� �; # p�q� _ =��..ax �nc,K.s�rnicc..�ti s:axi..�ya.s. . ,�. �T:7� �� C, . . . � �v,�. Q '�I�15�' _ .s .������ ':,,� .:.�.��,�-. }� � �W:� -.i.�, � p�jg;� U . .��-'� ..`l� � �Y .I':$ � .�g ��� ��A1�r{!���'� �:. }.� . -. . '�" � ;:., ; . ' . . . . .. . O� Yt.:R16 . . .x�� �.0 � . 5.Ni.".z�" ... " . fi . 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L �,..�±tl � . �w �A Af��4�14 �����, . ���. . � � q # �.� .s � y,.�, a n 326;-20-048 �� ��,���a�:M �Q, �� .� � T .� � � � �r P PROJECT SUMMARY � P,�'7�NC,E . �r �,k . n ,x •- �� �..��� ,}i�., 2.�J .'�+' � � �f.7 �� � +.._� y�'�� ;c� � � �2 � a- �o�,,t�..,,.._.�;�l-•• , .a,, . �arA�srExn �^ � ' C'� "� , Ill Assessor's.Parcel Number 326-20-048 � �w ' '*,�Y^�3?�,�;�+�ti 4Yj'a'�.!����i�'�'r��k� �A`�; � .� (� �mes�e,� � +7��"�,�i�h��,c,����,�F���.�'� ,�•� ��J y Pro�ect Land Area 0.59 aere / 5,600 s.f. ` W �@. ... 'r�uf..f zt ac,-`...,:"..0 2 ,�:� IG ,d� ` �-g�� . /'l Z� �.::...-..,?. .�:nPs.+ Y t7��J�6���:x:;;ir�7t� a��3� h x �,� � � -.e,.2..,=.���a r:a � ��7'3.�, 7 m .8 , S 2 �;� L � EC� Cu��#ifla� �. City of Cupertino - County of Santa Clara eu�id�ngs � � i=-Q 5PAC��P�$�NYYt� �' ' � ��" -� �, � ���v�r/':5iu.�-, .�.. � '.:y bl.;� � .r� ,#?. � . � . . ��. .. � � . , . . . . . . . . � �. � � oa '��,�r.`'"�-,� �Peimanerite � � o���� � �t.8�,cnH� .:€ Ca�If08"tll� , New Retail Building 2,600 s:f.. �� a� w�ra, `'ti,m,,�-.,,..,�-�-�,,. , � ��a�.,a �r�a: � � � � Number of Parkin S aces On-Site - � W r "�,.���' � :M�� � a,�. � W f � December 2015 34 S a�es �o �W �:�..��,.,�.�:..�..��;.�>.�,.�:,�,�,<.;��,�� �c ,a' w � Handicap: 9 P 2 spaces � .� N . �.x3:�.> +'�-.:n..w^ac�r aww.n'�. /� av:.u,�um;,,r..-�,v� vF �y.�v.w�h�vwt � f-- Q _��- �v�C�N�TY MAP General Plan Land Use Designation Neighborhood Commecial/Residential � �Z NOT TO SCALE � I I Current Zoning P: Mixed Use Planned Development �� �o ol� � a o c� � j � a a W a o � I � -----J Current Land Use Commercial �Z _ �, 1 __ Electric Pacific Gas & Electric Co. Z¢ ��' ` � � j Stormwater Drains to existing storm drain system >-v� �I� .� ��� �r, /��/�� �' � �o ' � �� . j ;;=� j�' ��/% GLD ' � � w� �� � / /� x� LEGEND �`.��� "; �% ;��R���r /�% � U v�U EXISIING PROPOSED �� � ���% :%� . /./. � Z : _ �� � o a ---aeo-----' CONTOUR ELEVAl10N `" � � < + � � w� —:no rr�-' w `w—WAiER MAIN i - W - i .i � .� � � Ix � .. W Q: :. � (len9th)!F(slze)�O S�(9rode)� ... � ./i r ��� i � ✓� i � � . . .� . .. . � . —�ti% ��� STORM DRAIN � �Z� —isr: iss�-:..Clen9th)LF(afze)SS O S=(9��)�'� _ . :;%;ii; _ i i i � � � . . � . . � : „ i �� �� / ' % Q SANITARY SEWER �, :;;.;;,c,,,.,,.�,;!3� '�� ' ' ��'. � ,,,.,,.,,,,.,,,.,., . . . ,..:::::::::::•::: ......... ._......_._�_......:r �_,.. p(n- �_�sss 're s3c.c5 TOP OE CURB ELEVATION ,i� � � � _ ¢Q �.�ss.�, iNv 4s-r.as PIPE INVERT ELEVATION . �• � I C9 J � pccass.ss .PCC 257.65 PORTLAND CONCREiE ELEVA110N ; �� �' • '� y� � . � � � . � � m d ��sass r�.�ss�a FLOWt1NE ELEVAiION , •. - �. 4'`'' d�. . f% � � . � a�36�.�5 aa ass.as A6GREGATE BASE ELEVA710N � � � aw I ` ,i : � � � � >- � � � �,�ss�5 1c 3s9..as TOP OF GRAiE ELEVAiION � -w. � (� � Z= :..,es.�s 7tv ase.�as TOP OF WALL ELEVATION _.. � �i��t7�t=a � ' 'I I �d' .. , a� s.195.65 ewasazs BOTfOM OF WALL ELEVA710N (--�°`� Y � o—=o� ��-�� � °- � ; ' OWNER ARCHITEGT � � � � � ;; w� � � aEcmou� � �; �:� , - � � � � W A w a� -� FLOW DIRECiION ;r��.�ti < � " �`� � URI FREELAND EATON HALL ARCHITECTURE ' z � � .. -N+ E+ �..�.. U w o � oROP iN�r � � �, I I � 1100 SEENA AVENUE �' a c~� O s MnNHo� � ' 1501 THE ALAMEDA, SUITE #105 � o `� w � �w ` LOS ALTOS,"CA'94024 " x � " " Q �� � O cuRe iN�r 11 I o ��� �,. .: ; �, '" � SAN JOSE, CA 95126 W z o o wa�R M� ��; �� � P R O P O S E D � � �o ��L��� � BUILDING � - M �P Y FlRE HYDRANT > I � �, n VOICE: (408) 599-7003 +�° w � � WAiER VALVE � I �`'Y' ( _". `,:._ �� I -�T N J � i ����u� ��G ��a i �Q � � � CIVIL ENGINEER >NN � ----•-------•__.� SIDEWALK -1- ��f�:� � `'� I �N�� I._ ���11 �� ��: =��HED � � � o..� �� - — — � - o vi � �,_l �`'z m� _ oa a� CITY OF CUPERTINO GENERAL NOTES " � _ - �� � . . - -W 1. All work shalL be in accordance with the State of Califomia Department of Transportation Standard Specifications(latest edition,as amended),and Standard l ,_, �W Plans(latest edition,as amended),and City of Cupertino Standard Detaiis.The Contractor shall perform the work desc�ibed in tfie specification„and as shown on the ' �' ��, 6 �� �,�" f � � ¢ drawings.and to the satisfaction'of the City Engineer. " . : �..._......� �"'-'--� ( � f �-W 2. Approval of these plans shall not felease the Owner or Contractor of the responsibility for corrections of mistakes,errors,or omissions contained therein.If during the � q � ._ � �_ .. , ,<, , , , . _ , �• .i� � � or course of construction of improvements,public interest reqwres a modification of/orra depa�ture from the.City of Cupertino Standard Details or these improvements pians, � /, � f Povemen;i�usn ' , the City Engineer shall have the authority+to require such modifiwtion ar"deporture,;and to specify the manner in which the same is to•be completed,ot the sole expense'of • ' R„�l�, �' �R„r�7., �6" 2" cr var3ohie ,with qu,ier I �p the Ownec or Contractor. ' � ' �- , . �2' a � � -�'"'�'�'"�'� ,/!/!/ ' � 3. A roval of:these lans b the'Cit En inee�is onl for ubl'tc ri ht-of:wa im rovements'includin'storm drain in the ri ht of wo ,and not for wbter sewer or �`�� ` ^• .°. � a=i•�� � w PP P Y Y 9 Y P 9 Y P � 9 ,. 9 Y) � r . , 6. �...a� �. r. � .� ,A lZ . .p4 O..".� . � . . �p dry utilities:It is the Developer s/Owner s responsi6ility to coordindte reviews and approyol from each of the.Utility companies,and,to provide approval'letters ast � • f � . ' • ',•c,o� i . . t� � 8" ....L..:..• O O t ZZ requested. : .` , : ar�p aa c,nd op -Q 4. It shall be the res onsibilit of the Contractor to ensure the a roved lans or the latest revised'lans are fumished_to its subcontractors nnd to ensure the Jatest a roved •a r�� ooU obC .t�0 . P Y PP P P : , PP �._ . 1 ` o� pidns are onsite at all times during construction. " 'a" - I n=ro,�.�e<i is� Expaniron,rotnt -�� . �. CEa�s:I Aga.-bos� �. � � ..1� �.. �U 5. The Contractor shall notify tfie City of Cupeftino Public Works Inspector two:(2)working-days prio�to requiring an inspection.Calf.(408)777-3104 to schedule Public , �'.� ��� l w U Works'inspections. �' ; � �..._ �_.._._ 15 . _____L �Q 6. Construction orea traffic'control devices shall:.be instolled prior to beginning of work. - = , ; ., „ tap/n,r� i 1 rB . . , , . : . ; . .. : . .".., , S 'I �� 1 . , >-w 7. Notrf Cit-of Cu ertmo-Traffic Si naI Mamtenance for ins ecfion of-t�affic si nal-facilit foundotion excavations at-408 777-1366 two 2:workm :da norto- - 3-'; '6 �"' 2= Interaect3an atre�t ! • . : Z Y Y _ ,P . 9. , . , P 9 Y � � ,� �� 9 _..YS P . � Z 2 � - I ee aca�e ¢= Pouring any cabmet or signal foundations relating#o the job. ' i ,. ' y,,,,, � P Ex�vFiston dor�: t- ... . . : ,, , . � � � i.va�av� � ' � l i i i s i the r n .�___�__ y. 8. The Contracfor shall locate underground fac i t e n a ea of work.The Contractor sfiall cont6ct U derground Sernce Alert,(USA)at,811 two 2 workin do m ,,. ,j; t,,/ � � ��� m� �) 9 YS 8: . advance of an work forlocation of the undergroundfiacilities. ' ' ' ;; . : s=a/,' 1 /, ., O y ... i .. a n � . . ... ,. , ` 8 .. _ _ 5_C o :, . -_ . . . �:-. . 3:. �.�� . il N B.B . . . � :� ..� . . . ..,..... :. .�R�t 2. 1 9. Ail under round uttlities shall:be mstalled and backfilied`-before lacement of the base matenal and surface structures:lf utilitie t., z- g_ P. _, . __ s qre to be..instolied subseguentiy,a wntten , _ � , . 2 or vonobEa . . . „ . . . . . . . ._,_ .,.. , a _- � O W : . , .�iiRll 4 � - notification from the affected utdit com an indicatm its commitment to bore or tunnel shall be.submitted to-the Gh En mee�.before_roceedin with.the,work. .. ' _ ' FU ... 9 ,P Y_ ,,.9 . ,. ,, . Y 9 P, 9. .` � i4 ; � � . , _� �f ,; ✓./. � Q Under round utilities,exce t storm drains dnd samtar sewers,sliall nof be ermitted in avement orea,.with the exce tion of sEreet-crossin s:unless a roved b the Cit . . / Z 9 P Y P P P 9� PP Y Y d .. . .Q � ' , , . . ��. ,.�. �. � . a.�.. �. . :� R7`��2�� . Qa, . � � � . E � i J W Engineer. ; : ', ,a _. : o . . . • • - - ... ` .. R_, , . oo l r m- 10. All water6nes,valves,hydrants,and appurtenances thereto mstalled withm tfie pubiic nght of way shall be#he property of the water uttlit company. - ,, < .. ,- „- a . A �> , ,. , , „ , Y � � • 0 6 d I � a W 1L Storm drmn lines mstalled as part of the work on these plans sfiall be cleared of alf debns and obstructions,prior to final acceptunce. . ` op a sn ,Q oQ � . . .. . . . , :" . __ __ . " o soo � o�a__ . 12 All trench backfill fill areas und base materwl shall-attam a mmimum 959 relatrve com action:=For t icaP trench-sections sezce t for samtar sewers refer to the Cit-- - - : .-8!t.� � -� - , . _P YP � P Y , Y !4i 8 ` �' � : p W Standard Details. `: `. ,. ""'_ 4" L'losc lt Agg.base-� ! U _�._._.._�t Z Q 13, The Developer shall pay all costs for moisture-density curves(Calif.Test No.216E)and any other tests required by the City Engineer during street construction. ��.$ o�- 14. Trees,"roots,and foreign motter in existing orproposed right-of-way shaq be removed to a dep#h of two(2)feet below subgrade and disposed of per.Caltrans Standards.in j•ap',,.f :�- � ., U Q the case of live tree roots from City.street trees,Controctor sholl cantact the City for field observotion prior to removing tree roots. r` R=o.DB a�o.oa €�_ -.-��.- 2� o� 15. Trench plates in the traveled wayshali be tra�c rated,property secured and shall be recessed.:upon the request of the Director of Public Works. ' �� Ltt�,.��' 0.33' �4 �"a=s° o� 16. AII trenches located within 5'of tfie edge of pavement(ie.curb,lip of;gutter,edge of pavement;etc.)shgll be repaved to the edge of povement � � A�°� �_�.._ a a 17. All"new pavement shalf match the existing pavement section.A minimum,pavement section of 3"AC/6"Class 2 A8 is required.: r �•�3.��� �`., � �;, ,n=z�7'<''� 6" , �� 18. Existing pavement that is Yemoved or damaged shall be replaced as reqmred by the City Engmeer. ` �. �R=1/�� " �T s"wnc, , 19. Manhole frames and covers sfiall be brought to finish grade prior to finol signoff. ' ; 'jYpE E(fl1]flUjl�jf�BLE a(K£� -�--� q�o o q oa 24• , s4, pn�m�nt w� 20. Fve(5)warking days prior to installing permanent striping,the Contractor shall cat track the striping and request'review of the cot#racks by the.City Traffic Engineer. .-� � ��j The City Engineer shall have the right to m6ke changes in the location of the alignment of traffic stripes,pavement markings and pavement markers. 4"'Cloes II Ag'� l, .oz'mtn. z 21. Concrete far use in all concrete structures shall conform fo Califomia Department of Transpo�tation Standard Specifications Section 90.Drap inlets,sidewalks,curbs ond 3YPE E ' ,�•.:}:t!i`1�'=^`�,,.,,, ;�-4;:, - � :..„.,�� •� :.:....;,.._..r-.. .. = utters shall contoin 590Ibs.of cement er cubic rd ond shall attain a minimum stren th of 3,000 si.in 28 da G" t" �,,, 5� • s� +� o� 9 P Ya 9 P� YS• 1 � � 4„ �--� ' �f',' a,,; S. 1 �J 22 Drop inlets shall be constructed conforming to City Standard Details unless otherwise noted on the plans.Drop Inlets shail be instalied concurrent with the construction of t---•---., --�--� f . • � J -f-- ' ! J the curb and gutter"No Dumping Flows'to the Bay."piaque sholl be installed on the curb adjacent to all inlets. �- Ra�Y3 3 � O �.� 6" /4` ry a a4 Renar.contlnuous SoRgfiudh+al, �-6-aa9m II Agy.bvea ma;arid ' F-Q 23. A minimum.#hickness of five 5 inches of concrete shall be re uired for commercial drivewa a roaches and four 4 mches for residentiaL The drivewa a roach shail be 5^ rt=�/g� 3 4" _�__. 6" ,. ' a"c�asa p Aqq,base materlai xq{Fi a 95X rdeUve cam ' _ �� 9 Y PP �)� Y PP �� �� �� , wfth o 85%relat3va tampactfon 78'p.C.Perpendlcular pocUon o installed concurrent with the construction of#he curb and gutter. �_ " 1 �rf. ; ; F� 24. One pound-of dispersing black shail be mixed with each'cubic ya�d of concrete at the batch plant. �� ""�'"' �(.+ t - seoraN a-h ' � � . . . .. .� EPax to ...Epos;�ta . 32° � � 3'YF'ICAL SECTIOIJ � g 25. City Standard Street Lights shall be'installed as required by the Director of'Publie Works,and shall conform to the City Standard Details and Notes During construction ex.s��rrace � LI . Ex:_�rro�a , � ; _ �p operations;temporary street lighting shall be provided as necessary to ensure the pu6lic safety.Temporory street lights.shall be installed at the discretion of,and to the �L Jz;�nm�r!�ar�oe r.or - >-� satisfaction:of,the Director of Public Works. p[j'R(���p��pg �l2 sower,mtn�m�m g^�t��u�.n•�Pa�;�� A•� � � � , ��-s� . x. �a-s� ' � STANDARD VALLEY GU TE ` �Q 26. City standard street monuments sfiall be constructed at the locations shown on the plans or as directed by the City Engineec QS-5 s T R ; N v 27. New Cif<standard street monuments and:other ermanent monuments disturbed durin construction sfialF be re laced'before acce tance of the im rovements b the Cit ' > ' _ . w , Y , , ,,: , P . , , .9 .. P ; P P ,., Y Y ; ReMsed 6 09 #. �1i-' - En ineer.:Attention is=ditected to:Sectwn 8771 of the Galifomw Busmess and Professions Code for}he re uirements concemm surve monuments Existm surve monuments � �T����R��uR�:SiE�TIONS • � i:- a U 9 , . . , . ..._q. . 9 , Y . 9 Y �_... ' � sfiall be locuted and referenced b or under the direction of a licensed iand surve c or registered cml engineer pnor#o construction operations;and a comer record or record _,. j ; CITY OF CUPERTIidO : x w - , Y. _; Yo. .. aev,sa a/s� . _ APPROVE . � DA?E:�3,�4. � W 0_ of:surve sfidll be filed with,the'Count Surve or of the:Count of Santa Clara.Ex'istm_surve monuments shall be reset'to fimsh: rade,and a comer record or record of , � I StANDARD�ETA1L5 , �-�8 ' � .. . . . . . . CEi7 OF CUPER71N0 : qPPROV�D • ;. 3 : Y Y 5' Y 9 Y 9 CITY ENGItvE � survey shall,be filed with the County Surveyor of the County of Santa Cla�a pnor to the rewrding of the certificate of completwn for the pro�ect. sr�,tuppR�pC�A�l.s HY A�E• i-�� , � i ` ��; 28. Construction survey stakes or marks(control'stakes)to esta6lisfi lines and grades shall be set by the Contractors surveyor or engineer. Ct Y r N�fi�cER : i ��,,�Q; 29. Notify the.City Inspector two(2)woricing days in advance of requiring services for checking field staking.Three(3)copies of the cut sheets shall be fumished to the City � � ' � r Inspector. ` i��: 30. G�6din,g of lots shall be completed as determined by#he City Engineer,as shown on the plans,and shall follow requirements and standards as set forth in the City Standard ~Q; Grading and'Drainage notes. z� 31. Derriolition of'septic tanks shall conform to Santa Clara County Environmental Health Department regulations.Work shall be done prior to construction. o a;= F.> 10'TYPZCRL - . � . Q W.,,. � .. . .�� . � . . . . � . . U(n':: � � � � � ... . :J LU: . . � ' . � . . � � � . . '----�✓AREE petmn�ngcvrLlf r,ecasmry 6'RETAINIIJ6WRB7Ft�GE5SIHY _ � .. . � �-~��� . � .� � � . . � . :STANCARO��- bp A'P.C.C.RE5TDFNTtAL � . m���b�limsh . � �. � . . p��' � � � � . � . � �URS d 6U71'�R . 5"?.C.c.COMIAERCIaL 6 INDU57Riaf� � . : � . . � '--- zx�5az. . . , 4�.�. .. . . � .. - � . -+-.--2X A'icx'�� . �(� i 6,� ��� �'p ��� . . 'S �{ 6. . � � � �4!/2' ��� � .. s£Ci70NA�A 1� W�- ; � • '' ,• ' %�f�/�f/�i�/��//%//�,�,\//~/j e ¢Q .��.-. � � �a��a�.•. .od�.�p � z� _. �{ o �o����s W Z. . . . . � . . . .. � �o ' � �. .. � , .. 8�3X. '� � .B.33X� . . . . . � 0 0 a O � . � . � � . � . .�"'-�``�°r .� 9"ClA55II A6GREGATE 9RSF � . . �_�. , . . yJETH R 90io k�LATtVE � U � . . . .�.� . NO'if:IF5T�EIVN.KI5lE5..1HAN7'. W . 4'Cf.ASSIIA6GREBA7'EBASE . COASPACTION. . � � � � �. �� . � � ������0�5���LKSHN.L �J � � � � . - � . WTTH A 9ba RELATIVE � .. �� . � .. . ��....6� : 4• ..._b'........ ��4E bE•REssEti. - -� � . }� � coMeACrzoN MONOLITHIC SIDEWALK �;_:.. csr�a+rms�ic.'F'w�'� � � � � w> ��5E A-5'MONOLITHIC SIQEWALK ��� �m�or.�otr � U�yJ . .. ' �(�PA OX�f ..:�r,NA5E0:0.9Y U y 4r� 4O � �p _•___.�_.q�.b� .,�_.,q�.b� � r�� O � 6" , Fi� �'� . PARK 577tIP 4"P.C,C.RESIDEAJS'FAL '-^` E�--UARI�S � .�. �� ' �� �57ANDARb �°P.C.C.CD111aK�L k eT1DU5TR1'AL ��.� 6°NAB �/41 - [Y BCNDEit 6R00YE5. t+kitciae[.E w�wlwswv.� ti.� GVPB 6 6UTi'ER Y I / / f / , •. ., ., 91l2 m�opusrvarsn�m:rouTf .�d.' x e >e�� �a ,�ueor�oasocvRa�u,m� �j . . . . � . .���\�.\�.\�.\�..\��\�,�����' o 027"'�`oa � �� ^ ". ' . ¢ . � . .. � ..•�,co� � h"�CLASSIIAG6REGA'1'E9ASE j ����� ea o �lU4M*x . fhuhrithguftcr�. J� � � � � � " p�� o a 2'GUT7E7i -�.. ��O WLrGPp to bt tY Z � .`,,� �� Wt7H A 4D�ReLAT2Vc" C7.?i . . � - .... .�. COMPACTION � . . � ���+-_�6� I . � . . . � 4":tl.liS$�IF�S6GRE6hTESRSE . . . ---- - � 5 A 5 . _'8.33% 2E� 0Q.' . . . . . WITHA95XRELATNE...� � . w W� � . . .. . . � - - .� COMPACTTOI+I� . . � . .. �Z. � � . .. . . . � SECTYON B-8 ��. o Z !)£T'ACEt�b SIDEWALk • CASE 8-DETACHED STbEWALK OR YQ'MoNOLTTHIC STDEWAI.K -- �W M1fo7FS �W ,�������'�� ���Q��'��6 , a /�'�/� °�5 N 3.RA PD BE Al2TIIjdUµ4 P C,C,ON 8°C[A55 2 A66RE6A7E B.iSE WLYH NEAVY BROOM FINTS{{ : U�' 1.briveway cancrete thickness:Residential-�}°.Commercin!and Industria3-5"v�/#�4 �wNsveuseYonxtsoFR,u+v, ....�,^ ,.-+---. _ � � �,,'.,, k - _...,_:.:., .- �z '�� ��a'�°�aa"�,;.a�� ��3-„�'���[�' rebar t8��O.C.{�O'FI1 WQ 5 2.GiJPBAAM?ST68EP1-4CE4AIONOLIYNTGtl1.YWITHCUR8.6ut7ERdsI0E14i!LK ^•, - 3..CVAB RAEAp55HAL1.HA4E bETEGi,iBIE WMNIF)6 SVRFAGE tNA7 EX7END5 TNE FUL4 WLOTH AND W- �4 � � � '� 2.One�pound of dispersing 61ack�shall be mixed with each cubic�yord o�concrete a;th0 ����F����P-bET��TA81,E WAMItNGSUAFRtESH.LLJ.CONFORh�TOTr���pE7ATL50N ' � • g,,� E . � � � � � . - • ,{ � � . . � . wZ �"�� �'� � �---�� �� batch IQ11t. : TN25%.AN.US&YELt.QWCASTIN%ACECOAIPOSIiETAC7iLEBYA0A5O1UTSOClS.Itx.ORCLTY ; : _,;+y� �7t. �� d6'J . . . . .:p .� . . .. ��.. � : ' AfPRCIYt'aEQUA1.Zt�'STALLP�RMANVFACTURLRSSPECIFICRTIOid. ..... .. ;.; � � .m Q .. � � '9'� �� . . - � � � � � � � �� � � 3,Sidewa�ks,curbs and gutters shali be Class"h"{6 sacks per cubic yard)as�er Standard �� � � 4•����.�o�crnaz:EwAwauass�raFac�raeA�esrrt+esrne�E-rsHnu.eE����� �• � � . . � P^FaoA�T�{E6uTrtreH.om.wF.. rn eErw6EeJn�we ; �T^•- � �.���g v ���������`u`�`��- Spectfica;ion and shqll attain n stre th 3,000 s.i.in ZS dn s, ; � ��� �p• � Y � � - 5.CUA8RANPZN57AI.LAttLNSkAILCOMP�VyKlTy{f.Al,TpqNg57ANbnR6NANd69AIFFIEt.p _ � 4.Sidewalk finish shail bz ligh#broom. cmaurrzoNs c��a, ¢� !i�'�f,.�;,s _ 4�d�if�91f�lL����tf�.� i�d�ya nq�gry -p.P i o O �'istr��i(�5,�.���� ..�-r�:r_ _....,,,�. _�. _.,,..�'�.,�. �a �illYGC�P�6'17tl1I" ��T7�.L1.J�" aQ ��rs,,��.; ��``�.". �k�,�� �s�. R�Vi�ED7/2013 �o ciT�on cur�x•ravo . ' cirY a�car�x�rnvo 0 ` .-g Ij y ! ; �+.LL ST11,NI)t�TtD I7E�1:41XS AYYROVED BY:r.s... �--�. DA'I'L:� 1"19 PPRQ L� C..( DATE:i•L�A/� W U CiryL�n�ineer ' STANAARD D�TAIL$ V ' Ci m 1-24. aw �3'�8 �.� 0 z p Q Z N Q ¢(/1 a Z' REF�RENCES SHEET W J REVISIONS: DATE: JANUARY Zol6 o a �W DATE DESCRIPTION BY: HORIZ. SCALE:N� �I{,y ���� I O i,�� �� �I� Hanna�Brunetti 2 �~ �Civil Engineers= Land Surveyors= �T. SCALE: p eConstruction Managers= DESIGNED BY•AW. j W Gilroy Califomia (408)842-2173 ��D BY.• 21739 SteVeilS CI'eek BIVd-APnI 326-20-048 JOB�O OF 5 DRAWN BY: C!T Y 0 F C U P E R T 1 N 0 S A N T A C L A R A C 0 U N T Y q�D�A wtJ- LM. JANUARY 201 6 CALI FORNIA B a•� �H t i t � �(n � rs .' Ll ���`r 'e '�`'�" � �8 n�� . . . �� . . . � . � � i,: � `'��w��= �= ��: -/ � </� /,,%�� � �j�cisnNc'��ni c �/ i � �/�/ � I : , , �/ m o �p�.-=? ' � /; y,�F R' 32:��'� �// I j �,r'�/,% .�`/ � , = d / / %;,. /�j� / � � / � � � � � � � . . . � . � � . .� � � o c� _._�.�---_� _ �_��G1L /�� / ��/ �,�_�;,�,_ I - ;� � " � �� " , „„.�,,, ;� TOP OF CURB AND !� [.l� � AP CALE GR HIC S a u~i `�Y. � ! � ASPHALT T0 MATCH ELEVA710NS ' � �� � �"`x"-,_� � tn w . _� �� � 0 � ', g . . . . . . � ...ry� . I � . , �o� ..��o s .....io w�:.. � � . � ".` `�' t= : IX TC 332.32t 14 EX TC 332.32t H .�. -' i �; I EX TC 332.28t M M I . .,..�:. �w z ; �-{� � AC 33232 = AC 332.32 CONfORM I �` n .........._...._......... . r � e U. � . . , ..s a W ' x w�ev n`�°'w r:. f� : d iU-Q 3f I � � .. ..... 1 TC 332.3 � IN FEET ..; , � _ I:.vF�. - .y,_... . . � ,,,.,,.,,J,i...,�i;::':,•;;,-„ii2•s,;;;;rr,:;,% _�-.�o y a�-� ;'�",:� �.,�<�° '"" r, ;t _ � � ,. ,..i,,, 7, ONFORM � � 2 ; T. 2.95f. .._.... , �__.._ � o �„....,._,,;:;r;:;; „� � .. „;;;,,,,,,,,,,,,,,,,,,,,,,;;r;� � 1 inch=10 ft. :;,.,;;; / .,,,s;,,,. ,>nn �' , . o ... . , ., . .��.,;�%r,;;_ 't� �.� !�. ���,,:::�." � I- ,CtD _ �,�� ... . ;�� . ,,,,,,,.. CL7ii . . . .....�s , s,..,,..,....4„i... ..,:;;;%:s�i.•/r:�;. ......................��,..,//....,.,.,.l,,.,..,,,..,,...,..,., �.G�i � i -�.. 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NOiE.PRO'fECT`EXISi1NG WIRING IN PLACE ., � � , >;;;;�r:::;,,;;;•,;;;;;, ,,,;;;;,;;;;�;::::;;;::;:::;;;;,;;;;:::.:;:;�::�:.;:,�,,.,,;;,;;;;,,,:AG;:33209:;;;;;,:::;;;;:;;:,,�„33150,,;; 9 !,. _, _ � na : � z� , ,.,..,,.,,..,�,.,,.,,,..,,,.,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,��..,,,,.,,,,,.,,,,,,,,,.,.,..,, ''�, i A �`t_. �� x �.<,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,�.,,....,,,.,.,,,.,,,,........,,,,,,,,,.,,,,,,,,,..,....,,,...�.,.....,..,,.,,.,..,.,.::�,,;:;;;;::.c.,..,... . �.-,,:;, , G 30:81 � . s� ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,._..;,,,.,,,.„�.,,,,.,,,...,,.,,,,.,...........,,.,.,,.,,.,.,,,,.,,,,,,,...,,,.,,.,.,,,,,,�,...,,,,,,,...,.,,.,..;�;;;�;; .,,, i'�� .. , iRASH .... > .....................................„.,.,.,,,,...,...,,.,,,,.,,,,...,,,,.,�.,,.,.�,,,.,,......, ...,.,.,.,.,,,.,,,......,..,,._,,.,,,,.:�,,..,.....,..�,,..,.,,,,,� : ... .r .��, .� o- � ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.....,.,.,,,..,,,,,,,,,,,..,,c,,,,,,,,.,,,,,,,,,..,,�'�;,,,,.......,..,.,,...,,..,,,,,.,,,..,.,,,.,,...,,,.,,.W.,,..,,,..,,,,,,, � �.. 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ENCLOSURE ..�, rn ,., oo,,,,..,_ .._ ,,,;,. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,,,,,,,,;,;.;::.:;�;;;;:�:,,.E..,,;.i::,;i:;;;::::;,:.,; � � ...I,.. w 3 _._.: _ ..,�,...,,.,,.,� ,,.. ,,,,,,,,,,,,,,��,:;;;:;;;�;;:;:•.;r,,,z..,....,,,,,,,..,,,,,,,...,,,.,,.....,,,,,.,..,.,.,,,,....,,,..,,,,.,., _� I ,,,.. ,,,,.,.,�. _.,,,T. � �,,,;;.:;�::4. ,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,.,,..,..,,,,,,.,,;,.,,..,,.,,,,,......,...,,,,,,,,,,,..,,.,,,..,. �0.. .�r-1 _ c5 ....::,.. m o� . EEL..S..OPS . �u� . , . .... ; :..M::;:;:;;5.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�...,.,�.. .r�,,!;;;;%:;:;i;;:z;;;;:�:;;':;ii;;:;;;,i::;::::;.,;;::i�;:::;;;:�::;;�;;i;;;;;::::;;;s;;::: . ..- , .. ... . _. � >.;M ,.,.,,.,. . ... ,,,,,,,,,,,,,,,,.c,,,,.,,.,i,!;;;•,...,,...,i,,,,,,.,,...,,,,.,.,,,,,,.,.,,,.„✓,,.,,,,.,,,,,,,,..,,.,.,i.,,.,,,,,..-.,�,,,,,,,, ;�, . . a. SEE ARCH. . � M M c1:M t7,.;:^.::e ......./.,,,,.....,✓...�..........:..:......./.i..,,,,.,,...,...,.,........,/..,..,..,.,.,...//.....,..,,....i,.,.,.,..,..,./,,. ,.,,...,, lIo 4 IXISiING VALLEY GUTTER TO BE REMOVED - � � - .. i Mu „ :;,,;,,,r.. ICAL ,.,.,,... . �;;�.:;;.,;;::�.;.;,;:;i;;;;•;::,�............... I O w w . „s.. s.. , ._ �. . , m,,,..,..„. ,,.,,,,. ,,,,,,,,,,,,,, ,,,,,,,,,,,,,,, M, _ .............. .,,,,,,,..,.,....,....,.,...,,...,...,..,.�;;�:;;,,,.,;.,..,..,. .,,.,..,,,,..,,:;.;;,::..,.,,,,,,,,, '� F-- � � t `�. •�_.� .-. ,.�a................,..,...,,,,.,.,,,, ;.:;;-,.,,.,,,.,,,,,,,,.,.,,..,.,,,✓,,,...,,,.,....,..,.,...,.,.,,,,,,,,,,.........,,...._,.,.,,.,,,,,.,.,,,,,,, _ P N �,. ,,,�,,,,,,,,,,,,,,,,,,,,��.,,.,,.,,,,. ' ...,,,.,..,.,,,,,,.,.,,,,,.,,,.,.,.,,,,,,,,.,,,..,,,.,,,,,,,,,,,,,,,,...,,,,,,,,...,.:�,,,,,.,.,,,,.,,,..,..,� A � ,. LA 5 ,���,, .. . ,„. : �,,,,,, ,,,,,,,,,,,,,,,,,,�,..,..,.,,,,,,.,.,..,.....,.,,,,,.c.�.,,,,....,..,...,,,,,.�...,,,,...,,.,..<....,.,...,,,.,,,,.....,.,,..,..,..,,,,.,..,...,,,,,c,.,,,,� 16 H a . --- C._334.29 � TC?334. , ,. ..,,...,,,..,....................<.,,,,.,,,,...,....,,,.,,,,,.,,,,,..,,,,,,,,.,,,.,,,,..,.,.,,.�.,.,,....,,,...,,.,,.,,,.,,,,,.,,,,,....,..,,,,�,,,,,,,,,,,,, I : s ,s } 8 . . M�55,.._._,..,..,,,,,,,,,,,,,,,,�,.....,,,,.,,,.,,,..,,,,.�,..,,,.,,.,,,,,.,.,,,,,,,,,..,,,.,,,,,,.,,,.,,.,,,,,,,,,,,..,,.,,.,_,......,�,�,�,,.,,,,,,,.,,..,,, 5 PROVIDE 4 WHIlE SiRIPING MATCH EXISiING- _ .,. � , . ,,,..,,.,,,,..>...,...�,,,,,,,,,,,,,,,,,,,, , l � .,.,,,.,.., , .,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,..,,..._.,..,...,..,.,,,.. i � � s � ,.. ;t- ,,,,,,,,,,,,,,:,,��.:i«;.,:::;;:;�::;;:,;;;;;;;;�;;;:r;;;;;�;;�;�;;;:;;;;;:�;;:::;;�::;:;;.;;.;; .,,,,,,.,,,,,,,,,. , � T :, � . „ � ;;;:;,:;::;; " ., ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,�,..,,,,,,,.,,.�.,..,,.v.',,,.,,,.,,,,. G-�'333 79 AC 333 fi8, _ „...�..,,....,,, 31% ,,..,..,,.,,.,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�...,..,,,.,,,.,.,., .....,,.,,..,,,, ,;:�;;;;:;;,:;,,, .� . _ .. .� , ,,,,,,,,,,,,,,,,,.,.,.,. ,..,,,.,,..,,,,,.. .,.,,,,,.,,,,,,,.,,,,,,,,,,,,,,...,,.,,,..,,,,,.,...,.,,,,.,,.,,,..,..�.,,,,,,,,..„ I .,. ,�,. ,,,-,.,>.�,..,..�,,, ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,R�,,,,,.,.,.,,....,,.TC 333.�2 ,....,,,.,,,,,....,.,,.,.,,....,c,,,i.::;:��;-�:;;•.;..;;�:•;;;; ..,�..✓,..., g i,,�_ � �_ I..,_ E�,�-.��, � ��s�. _.. ;,,,;;;;;,;;;,;;,;;,,;;;;;;;;;;;;;;;;;•,;,•;,,,,,,,,..,,..8.5,..,,,,,,,,.,,.,.,,..,•;�;;.;:;.:;. c� '; i SAWCUT,REMOVE&-0ISPOSE EXISTING MmIANS. 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Streets nvate 0 0 0 � , ,,,...,,...�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,._,i..,.�,.., ..,.,..,,,,..�,,,..,,,,,...,,,,..,..,,. ..,,.,,,,,:.,,,..,.., , � �P � ,,,,,,,,,,,,,,,,,,„,.. �::;:;•;::;:-;;;;;;;:i::;:.,,...,,,,,,.,,.,.,,,.,,,.,..,,,,,,,.,,..,,�,,,.,,,/,,..,,,,, .,.,,�,,,.,,,.,,,,,,,,.,.....,,,,„,.,,,, ,,,,,,,.,,,,..,,..x.; � �n F- � . �� ,,..,,.,,.�;:,;,,,,�;,.,,� . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..„.,.,..,,.,,..,,,,,,,,..,,,,,.,,,,,.,,,,.,,,.,...,..,,,�..,,,,,,,..,,,,.., ,.,.,.,,.,,,,,,,,..��,.,.,,,,..,,�,..i,..,, .,,.,,, ,,,,,,,.,.,. . ,/,,,,.,.,�,,,., s�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,��,..,,,,,.�„,.,,.�,,,,,,,,,.�., .,,,,,,,,,.n,,,,.,�,,.,,,,,,,,,,,,.,,�,.,,,.,,,,,. ,,,,,�,.,,,,,..�: j� h,I. 1 ., . . ,,,,.,,., .,...,,.,,;::x:;.,;;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,i,.,,,,,,,.,,,a,,,,i,,,,.,,i.,,.,, ,,,,,,,,,,,,,,,,,„ ,i.,..,,.,.,.:. `. . \I .. (n , •. . . . ;'/,::'/.;;::'/.::::............................./.,.................,......,.................,./...,..//.....,.1.../ ....,..,...,.,......:../..�,...'/.:'/.'1.;:�::,::;::::::;;i � \\ . . ! . . . . .Y^�wr'::'�.,...... :.::;.%....:i" .,. �r. -�. � `. I�� . .� . . I� k. � � � `�T � �� `�� K� Y \ ` t ::',:::/,r,:;;::,::/;�:/;:;:/;:r.�/:r,;;•:,r,:::;�:;;;;:.,i......,::ii;::an^:;�;sr;..;;....,y...................................::.�.,.,,,...,.. ;,,,.,.,...,;.,,,, ,:,. . « .�.\ 1 c. . . .� , t ,i,,,,,,,,,,,,,,,,,,,,r..,,,i..,i,.,,ai.,,.ii,,.,.,,,,,,,,,;;.^,�;,.,,,,,,.,,,;,.;,,,,;,;;,,,�r,,;;:;�•;::;;�;u;;;�;;:;;�;;u;;�:�;;,:; i i,..,,,.,.. � ,,,i,,. . Z . •, . ,i,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,i,,,.,�.,..,,,,,...,,,,,,,,, ", s:i,;,;;;;; .. . ,,,.,,.,,, ,,,,,,,,,,,,,,,,,,,,c....,,..,,.,,,.r,,,,,;:;;;;::;;;,•.:,;:;; ,,,;, ,,,,,.r;;;;;;. . .:'\ ^ = Total Im erwous Su a e.2: 3 592 e.3: 2 830 . , t „,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,c,.,,,,..,.,.,,......,...,,. ,,.,..,.,..,,...,,,,.,.,,,,,,.,,,,,,.,,,,,,,,,,,..,,.,,.,. ,,,..,.,,,,,c,...,,. , rf ces. e.7. 6.4-48 . . . . �.z< <.�. ;�::;;:�,:;:;:;;;�,,,,,,,,,,,,,,,,,,,,,,,;��;:::�:;;.��;:;;�;;��:;;:;;;.;;;,;�.i�..^;;`;;;,,;;,,.,,.,,.,.;,;,,,;,,,,..;-:�•i•:�•,�:..,.,;: :.,,,..,,,....., �. , �� ' �@ a P ,,;,;,,,,,,,,,,,,,,,,,,,,,,,,,,,....,.,,,,,,,,,,.,,,,,,,;;:�,.;;:•,,:.;;;:;,,;,;;;;;,;;,;,;;;;::;�;,;;�;;;.,;; � _° -...,;�:,, , ..,,,, ,,.,,,,,,. _� `. , ..1.....'/.'/.'..";';'!./........."'/.;%;:'l,'/.:'/,%/,...,,./...,.....Y...., .-1..i./...../..,.,.,..,../.................. ,..... ......F:;', .f \ ..,...., .,...�.,K..../.......................................:::'/.'.:::'/.::::::::'.'.'.".'.::: ,.,... :,..,...:Y.:;:':;'�:: ����.r . >� . �C.. •y. 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Pervious Surfaces . � . ,..,,....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,;,,,,, ,,,,,,, . . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�.,,,..,,,..,...,,, .,�.,.,,,,.,,,.,,,.,,,.,,.,,,,,,.,,,,,,.,.,,,,,.,,,,,,...,,...,.,,.......,,,,,,.,,,.,. ,.�,., ,,.,�;;;;;,....,,,.,. � . , , ..�,,..,,,..,� ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , �....,......,,.,,,..,..,,.,,...,,,,.,,,,,,..,,,,,.,,,,,,,,,,,,,.,.,,.,.,.,:: :;:�:::-t;;�,.,.,,,,,,-�;;;- . • _. 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Landscaped Areas 110 110 440 ..............,...,�,,,.,..,.,,,,,,..,,. ,.,,,,,,.,,..,,,,.,,,..,,,,,.,,,..,,,,.,,,.,,,,,,,.,.,.,,,.,,,,��...,..,.,,.,.,,,,,,,,..,.,.,....,._ ,,,;,::;-.:;:..,,,,,.,..,,,,. � , s . 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TotafPervious Surfaces: f.L• 110 f.2: 110 f.3: 440 . ,,.,,,.�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_ ,,,..,.,,,.,,,,�,,,,,,,.,.,.,.,.,,..,,,.,.,.,,...,.�....,,......,,,,.. „,,,H.,,,.,, ,,,,,,,•,�:: �~� a� « J , , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,i,,,,,,.„,..,,, ,,,,,,.,,.,,,.,..,.,,,,.,,,,,,,,,,,.,...,,,,,,,,,,.,.,,,,.,,,,,,.,,.,,,,.,,. .,,,,.,,,,:-i-;;-;:,i�;;-f.;,, ..,, . � i�.���.�\ : . r . . Q . �i ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,/.,i,..,,, . ,,.,,..,.,,.✓..i.,.,..,..,,,,.,,.,,,...,,,,,,,,i,.,..,,,.,.i,..,,..,..,,..,,. .....i,,.„✓..�.�,,,.i,...,..,. .. �.. :3 . ,. 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NO I �;�' ��,<e� a // � �,� � s /.M,: ;� � � STORM WATER RUNOfF SHALL BE'ALLOWED TO EN'fER THE STORM-0RAIN SYSiEM THAT 15 NOT CLEAR.AND " �''�-=------� ``%�' ' � � �`" " I ... � �• � ....... � _� t+-�l+- Ff2EE OF SILTS. _ e I �% r.� .J.°� �:�_ � :� � � ' o Nca L �.� � n JO . ' . . . .�. . . �. . �ix e . y . � . w . � N. . �nr�� n .'�... . � . . 0 .. .. ." �,. . . . .. - . I .. . . nx . . . .. .. ' �V 3. A SILT FENCE PER"SILT FENCE DETAIL SE-1"SHALL BE INSTALL ALONG.iHE PERIMEtER OF 1HE PROJECT , � Z SIlE lHE LOCAlION OP_7HE SILT FENCE ALONG THEPERIMEiER SHALL BE ADJUSiED'TO EIJMINATE SEDIMENT � :;: �-�� _LL.I�� � �Q LADEN RUNOFF FROM LEAVING iHE SITE. A SILT FENCE SHALL ALSO BE REQUIRED ARROUND THE PERIMETER i _ ��-`�� �� ��:: �; p~ OF ANY STOCKPILE OR 07HER SIiE OF BARE,LOOSE EARiH. ` I ` Q- r �� � `" �w . � . . .. . � . . . . . . . . . � . . . . �:. , ' 2..af^.. .,4 ' . .. . . � . . . . . � .s . ...e o .- ^,_ � �� T� . . � �:� . . �.�,.,�,�,. . . � �..: � �:�.. '�a ,....:�_o . �U ' 4. ALL STORM DRAIN'MANHOLES CATCH BASINS AND OR-0ROP.INLETS THAT ARE?O ACCEPT STORM WATER ' � �+' � � �'�.��' :�. ` w� . . 1 � ._.._._�---------�� x � � ---- ;. ; — a SHALL HAVE INLET PROTECTION MEASURES PER DETAIL'5E-10.STORM WATEft RUNOFF SHALL BE DIRECTID = � . r �= •� ' :� _ - � - _` ? � • �Q TO �.�� �� °, _ .: r.. C l . -_:.�.�I . -___ _ _ M - a..... -- -- THESE 1NLETS ONLY.'STORM DRAIN CATCH BASINS 1HAT ARE NOT COMPLE SHALL BE BLOCKED OFf - • > \ • • • --•- � � . •" ""-' 'r " - '`�r u `� ru� �' ., � •.,._ � \ �.\ � ., �_��.� � ��._.._:� � � es� �:.: . .:.�.� . . . \�. ... . \, ... ..�.. .. ���.6 .-• . . . -� .:. . . :-. v . ..�. ..---�— _-- . . z COMPLETELY. � � � . �. -. ,� � .J. :r�1--„� , �_� =a�< . . .. :-..: . \ ... .�'�.. � .:� -..-�. '.:'... �.: _. �.�i.... .. ..� . .E a.�a� _ . . . . � �. ...\ ..�: � . .. , .���. . _ ....,i ..... .r M _ _ . , P ..�. _ Mh . \ . .: _ "� e ¢ . \ t .. _ , . • •, . � ,. �.� ,. �. I- .,. . <,/; >> � �. . . � € . � & . , s , . . . a ss ,, � , , . � ,-. _ . � \ � � � : � . � >- . __ .; � . � N 4' OUR TE PHON NUMB OF P N . � 5.iHE NAME ADDRESS A D 2 H LE E ER THE ERSO RESPON5IBLE FOR iHE r �, (� � . �. . �\ . ` .�� I� .j........._,»so�...__....._.:..:.... ......... °�O IMPLEMENTATION OF'1HE'EROSION CONiROL PLAN SHALL BE PROVIDm TO 1HE COUNTY. '�,; � �'�., `.*�'�.'` � '��; �; `� ' z. . � ., �� ,�. ,F, ' �ma �o O W �. � . . � �. �..� \ �, .'. .�.,., . � . ��.�. :� =. ��� .���� .,�.�:' ' „ �:: . - . . . �� .� � ..•.,�.�. ��.� . . � ... ,.... � ' � �-" � ��� . . � . .,:. . . .. ��� �� . :..... . ,. ... . �.�.: � . . I \ � , FU 6:PRIOR TO GRADING,-AN ENTRANCE SHALL BE CONSiRUCTED,CONSSTING OF A MINIMUM OF 50 LF OF DRNN . „ a.� _ _ � . ^ � , � a Z ROCK 3°IN DIAMETER PLACm OVER MIRAFI"500X' OR EQUAL PER DETAIL TC-T.1HE ENiRANCE SHALC `� ?•-. '�` �;� K c>w , p � �� ) �.•. • .� � . s X. -_�o CONFORM'T0:CONSTRUCiION ENiRANCE DETAIL TC-1.THERE SHAIl BE ONLY ONE'fNiRANCE XIT POINT TO `•.,��� '. �' < ` . , : ' � � . ,,, � >> THE SITE DURWG''fHE RAiNY SEASON.1HE LOCAlION SHALC BE AS SHOWN 0N THESE PLANS,OR AT A � � � '' �•. . - ;� °-w LOCATION APPROVED BY iHE COUNTY. �`����� ' �.\� _'_ �'"'' _ - a'.: o � . _ M I ' ' �w. . . .�...� . . �, .. .. . . ' \``•\\� � �.\\. � � . � . .�\_ .; �.6 : . �../�.� �. .� . I v� � . �)i$ .. < .�. . . ' . t �� � � �y�n�v O�. � . . ��\ . . . '. �. / '.' -_a . . ����� ' ' I ., � .naV XALL AREAS OF BARE,lURNED-0R DISTURBED EARTH SHALL BE STABILIZED BY U5E OF HYDROSEE�PER `� �� �` ; E��� \ . �. +,,r" ,_ .:_ . o tQ THE TABLE BELOW. \ .`� .;\ � I �� / , : �: , , � � I I n Ess Q F� ALL STOCKPILES,AND/OR BORROW AREAS SHALL BE PROTEC7ED WITH APPROPRIAiE EROSION CONiROL a" �° �� I/� �yt/� / �3x � \ � •-`• �q U Q� .. • \\ ♦ �,` .u, , . . �.. . ��� i .. r . ��::i .. ,/1 /.. I R: " � ' � f MEASURES SUCH AS A PERIMEfER SILT FENCE,AND OiHER MEiHODS TO PREVENT"ANY EROSION OR SILTS ,� � ., � > ,. , ;-r �� +� I �c, �� � : \ \\ � �,,.�� . ;�I ;: /.:�' ': .._ .I. . Q .._, d S�: .. . u9 .t.�•. <a . io o- MIGRAiION.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNiIG DIS1URBm AREAS ARE STABILIZED. � � , � q � .� - ;� s,� . I � �'� CHANGES TO:1HE EROSION CONiROL PLAN SHALL BE MADE TO MEET EIELD`CONDIiIONS,BUT ONLY'MiH 7HE ''�., ':�'.;: \ :� �.:�� �`�� _.._..... � / `��� " ' V �a •.\ �.`• � �: = � `�/ �- I a...�.; a � �u � I .�= �'`�";� ` W APPROVAL OF,OR AT iHE DIREC710N OF iHE COUNTYlNSPECTOR.iHE STORM DRAIN SYSTEM SHALL MAINTAIN ., ;�, � ;. ,� .���a �� A FORM OF DRAIN INLET PROTECitON UN11C COUNTY ACCEPTS iHE FINAL'SiREEC IMPROVEMENTS.1HE DRAIN `.;,� � `\�; / � ^ �� �3:;, .�"' ` `� � �5~- �* : , � � , � �—--—,.,.'`-�"'�-———� •. . ,- _ ( : � , � . ,�..E�, � � JNLET PROiEC110N SHALL BE MAINTAINED,EFFECTI4E AND SUBJEGT TO COUNTY INSPECJOR S APPROVAL _ _. �.�_��\�- � ' � � -- - - -- -- - , � - -- ------ W_ . .� .� �`. . -.. ---- ------------------- -----------✓----------- _ - i r �"a �.. ' ���' �\- �� � � �� � � _s�'`� . :� � .���. . �cn 8.ALL PAVED SlREET,AND AREAS ADJACENT TO THE SIiE SHALL BE KEPT CLEAR OF EARTH MAiERiALS AND �, �, ,�'" A � � � � .•� ��`, \ �•� � ,' � � \ .� I Y .� ^ Z DEBRIS.THE SITE SHALL BE MAINTAINED;SO AS T0 IMEL INAlE SmIMENT LADEN RUNOFF FROM ENTERING THE �. ,,,...-�`'� , � � v v� STORM DRAIN SYSTEM. � � !�-�^"� d, � �q\�\�- � � f N J �. � � � . \\ ��`. \ . . . � . �� �� %x � � - � �' ���� \ I L . o� 9.(T IS'IHE RESPONSIBIL1iY OF iHE CONiRACTOR TO INSPECT AND REPAIR ALL EROSION CON1ROL FACILIiIES \\ `�� � t� ; `��;?\\ \:��' � r= AT iHE END OF EACH DAY DURING 1HE RAINY SEASON.ANY DAMAGm SiRUCTURAL MEASURES ARE TO BE �'�•, � `'` ` '' � \,\ � �� � \ � � ��--_�- �� : o� REPAIRED BY END OF THE DAY. TRAPPED SmIMENT IN"5D INLETS"(AND OTHEft EROSION CONIROL �� �� � �.- '�� � . �, e � MEASURES)SHALL BE REMOVED TO MAINTAIN TRAP EFFlIENCY.REMOVED SEDIMENT SHAtL BE DISPOSED BY \ ��., �� '�� � - I I �. � J o SPREADING ON SITE,WHERE IT WILL NOT MIGRAiE �\ � { � •�, �� �� € � ( y �� . � T( . >-�= 10.IT IS'IHE RESPOSIBILIiY OF iHE CONiRACTOR T0 PREVENT'fHE FORMAiION OF AIRBORNE DUST NUISANCE `�� ` ��� \`� f y- `� `j�� G � �Q AND SHALL BE RESPOSIBILE FOR ANY-0AMAGE RESULi1NG FROM A FAIWRE TO DO S0. \� �` � ' � a i,�"' �.,;`� \ �`� o ` � .. W�� .. . . . . .. . � •\�. � 1 . . x� � ' . � . �` �C�� \\ \\ „��\ ��� �+ Is �S @ X W 11.ALL DRAIN SWALES SHALL BE PER DETAIL EC-9. , \ \ : 3 /'� �.� ,•:�` � �\ \�, \�: I ' (-, \3 � \ W a 12:INCOMPLEIE GRADING SHALL NOT BE AIlOWED.CONiRATOR SHALL MAINAlIN A DRAIN PA7H AS SHOWN ON ��., '\ \ „ '�:�. �. ' �� i � 3 ; � � � �� THIS PLAN.$AID DRAIN,;PATH SHALL BE MAINTAIN@ UNm DRAIN:SWALES,AND INLET PROTECiION`AT A ��, \ � � � �"'- ' � \ \ � ;�' a� " � � o , � � \ 3 � � � � , I „� �.. MINIMUM. �� w Q. IFPONDING DOES OCCUR ON lHE SI7E AFTER GRADING-1HE WATER MUST BE FREE AND CLEAR OF SEDIMENT \ �\\�♦ � \ �� ; n � \ � . ' '\�` �;, � � � . _ : . w . .\. � ,�. . _ ._., - �:.:. �.. `. `. \ : � L� --�..~rrk��� ` \ �,w :� � W PRIOR TO DISCHARGE:TO lHE STORM DRAIN,$YSTEM.iHiS<REQUIREMENT MAY NECESSITAiE THE USE OF � \ . ,. _., , : ,,, � � NA'fURAC AND OR'MECHANICAL DESILTiNG"'MEMODS SUBJECt T0 APPROVAL'BY THE COUNTY INSPECTOR. � `. �� � \ 3 : � `" :�K." r -:C7='Q- �.i �I � �� € Z � � �-x Q, l � '� �`. � � � ' ° ,s= ,< �; � I .'g � z� \ �•. �` � ' � 'I r . . �„ . p 13.IF 1NESE EROSION CONiROL MEASURE PROVE INADEQUATE,SiRAW MULCH,TACKIFlER,AND ADDIiIONAL ., �., ., � c ----------------------- --- Oe,0000, --- - - I ` „ee. ' .a,.e, .ea e: ve....e Fa HYDROSEEDING.MAYBE'REQUIRED., \ ��,� � ��•�., ..... �; � �, � I � \ .,e.oe ,\ , , ,.,e. � a w � I x� � E � . . ,��. ;;ee:a . . a� �. ,. ;;e;:� ;;a . � ,., .,, .,,.ee ,,.;, - � , g , i ee; �W� NYDROSEED TABLE ,ee,. �:� � � ITEM LBS/ACRE - ��`� � \�`.�' I❑ ae � � ` I a t- � `\.,';.•\ � �'`' ,'� � � � � � „� ' � Z F COMMON BARLEY 45 �\ �\',.�, �\ \� � � i I I ✓ �'� � Q� ANNUAL RYEGRASS 45 � �\ ' s CRIMSON CLOVER 10 � ���'�. : � �� \ � � � I, :: , w~ FERTILIZER 7-2-3 400 ''`.��`.�\ , , � � � � R Q Q FlBER MULCH 2O00 `'��� �� \�`` � � � i`�� � � I \. ` Q � aY � -� ia l- TACKIFlER 10� ��\ \ � I y " I � � I '�Z �,� � �`�.''•`.� � " �9 I I I � a� 14. ALL GRADING WORK BETWEEN OCTOBER 15th AND APRIL 15th IS AT THE DISCREf10N OF THE SANTA \�`� �� �`�� � � �� CIARA COUNTY BUILDING OFFlCIAL ` ���' � '`'� � � � � � Q ���,:\��, ����\ � ❑ �� 15. PROVIDE SHRUBS AND/OR lREES REQUIRED ON SLOPES GREATER THAN 15 FEET IN VERi1CAL HEIGHT. ��`�.� ��� � � ��w I� I �'''��I � � � � � W> \�� �. ��� � � I I Y � � �� ~��` �` �`c � � � � I � pg . � \\`\� � . I po ( 5� . � - I E U lil ��\ �� \.\\���\ . _ I �,. . . I � �I C .. . . � . �U � �\���., �\ \�; \\ . . � ' � . .-�j :� \\\,� � y �. � �� ( % ,gi � � o W LEGEND `. �, � ����.,� � � 3 , � F� , � r � - i , •.;,., \\ .',.,`\.,\ � , _ a ., � ;� � t I _._._...__�..,_..,-..-.: y; . �a � � � FlBER ROLL BARRIER PER DETAIL SE-5 7\ \ ,,��., � � ...._ <„z.o � I ., ., �. � ��. ,:_.�„;� . ...._„�„ � � : �� 1 `! � � ' + �~ � � �� I❑ �� �la a � a Q p �� STORM DRAIN INLET PROIECTION ° `� - J _ ✓ PER DETAIL SE-10 ' � ���� � �, x • ; �� � � �7 1,�....I , r �i � i � ZF- . r '�Lr''� � . . ��., '. . . .� .. - 'r-'t_ ----- ,;--------------- I�-"t� �L� �., -- _. .. ..e ;- '-- 1 I _ - �� .. �-�• ' ��. 1 ...� � �� e � � ��-������� _ ��^b-- _ 3 _.R L_.!-,'/ '`'�"- �i� °W CONS1RUCTION ENTRANCE/EXIT PER DETAIL TC-1 ,�f�����tv, ' �'-`-' _ � .�-= � 1�\ ¢ , Au _ �,J, � ' - _ , � .a L R 3 � � � I ^ w W � . . ry � ���-�,t �� � ��� ���b . ���`\��" --�7- �"` � , �`���.u�-I � � � . � � �Z . ta. .. _n � � ,�� -'i! . s ��� � '�: . . �� r� � n I t �� � � °y . �Z SA STAGING AREA �1�F�����u�'� ��� 1�.9�6 _.�. �jv����� ���'� r �Y -� �''^`'i"f _ ,�'� a' IJ���Z�� �� f;. p � ..�._._.e..�..�r�>ra'a^ _,.��lsa:ca�_ ^��: '- . . . . . . � -e � . � - . " .. ... �-W-= PA PARKING AREA �?f�`7$������.p�r� �i'��uue-'�`-�'�>.,@:� �..r� �`��� �. � -a 4 � �a � s � i v� � c - �� -� �,.�.�.� ;,,,. a � � � �� �ti, ~�``� ''-�� �z�.; ' � n ! :: �� C . , ; , �{ p� �,, � < .. �, � � � �Z ��� ������� �� � �''?rar- l � � � � � �. �(n r--�:a--.�.�>.-�,... .�m--� .�r5.�,_�.r.r.a.�.._V�._��w,z.'� � . �....� . . ;1� . . � . . . w z E ss ;•:� L •: �� ,� � x � o � j � � Q e §1�w5'k�.M ��\ - J. � �_�._..r r ;� � � � DO- , dr G.`�.�, " \ �Y � ----..._.� ...................... � � - � 7 � � � - �2 � a 5 �Fa� \ ���� J � - � . . . . .. . � � . �� r! � . . � � � - �';��^, � . _�� �L°�-�G i`��.2�y r� . . � . \ .;�'� (n'e , �� � M :......... '-I � _ ' E�= ��� . � � ,N _ _ � ....... .... � ; � . �S � V � � . "_ ., . . � ��� . . --------•--�ss s; . . . -s; _....... s. � . . -t a?--.. .---- . . � �wxa�r�, ._..�.._:�..-a •?'" . .� ' '-" :or'�+a . c..��..-�� �� .. �' . . . . . . ,$ \ �:.. �. f --�`=P�'� u � �m � I � \ `---�-- , . r "� ZZ � � .. . '�..?<�W:sw�fh�44'.«a Er"'.�c,:r�j Ee> "� . . . . . .� . � �' �~ _' � .. � � ��:� �Q - - g;y�. i - - - - - - - - - -----„ -... _ _ � � I �� � � � � �� GRAPHIC SCALE �� � � m � � U l I a W � io o � e �a�. � w - �o. . ,� ��, . . . . .... �' ..�;.�� 1"= �¢ . � .` . . I 1. . (n N � �� �� . . � . � . 'er O . . ... � . .. . . � f, i � a Z (IN FF�T) � . a�� ,�. FF tn Q 1 inch=10 ft ,� � �� � Q� �� � � � � W� REVISIONS: DATE: JrWUARY 2016 REFERENCES � SHEET �w DATE DESCRIPTiON > BY: �����1 9 �����I �� � = H a n n a�B:ru n ett i H°RIZ. s��:r=�d 0� �Civil Engineers= Cand Surveyors= �T.SCALE: � W p �Construction'Managers= DESIGNED BY•a-W OF 5 �, �,�roY�a��for^;a �408�842-?„3 � 21739 Stevens Creek Blvd-APN 326-20-048 �w CHECKED HY: Cl TY OF CUPERTlNO SAN TA CLARA COUNTY JOB N0. w J D�y�gy; TM. ` JANUAR.Y 201 6 CALI FORNf A �QPQ�� �F � � , o u� - l mO � . . . � o . .-: � :. `. : .,;;:.;:��,;,nJ,»i•'w.nni�::.».k.l_�..�'�c..::.::n:...�. _...� ?attt..«3&.m"�•i»kEi! . _— . .. �l ,._ - � : : � F- •_..W w.�. _� - . . �. 1 � a� EROSION CONTROL NOiES � .�:= �� � ' § � , � i i . � � N w 1.EROSION CON1FtOL MEASURES SHALL BE EFFECTiVE FOR CONSTRUCTION DURING THE RAINY SEASON; .� = r" -- ---—=��, �� � � � �� OCTOBER 15 THROUGH APRIL 15. �-� � � "��"� ,,, I ;:.. ., � � .� �.w_ . � . I � '. .�\ :.,.: . : �—�� �. -:..�. :»..:.� rs.q...ve:r""...e.::e::n�'_W�,,:�,v'�..f."�..�'.l.,�,tu;:�i,:.t�t�e��..x?S«U«Y . a W 2.NO STORM.WA7ER RUN�FF SHALL BE AtLOWED TO DRAIN INTO THE EXISTING AND/OR PROPOSm �'�.� , v��" �\, � � ." � �� ; �� UNDERGROUND STORM SYSTEM:UNTIL SUITABLE EROSION CONTROL MEASURES ARE FULCY IMPLEMENiED. NO I ��'� ;� 3 '' � ���' +" �� , "�' 0 STORM WAlER RUNOFF SHALL BE ALLOWED,TO ENiER THE STORM DRAIN SYSTEM iHAT 15 NOT CLEAR.AND %° � '�� - k ��'_� �''���, aU-. � �f^ � � " I ' � I �.•. - , � FREE OF SIL75. = 3 -- ' a _ m I O� .Y �: . . _"" . X � i i 3 U 3. A SILT FENCE PER'SILT FENCE DETAIL SE-1"SHALL BE INSTALL ALONG 1HE PERIMETER OF THE PROJECT I ,. � ~; Z Z SITE.�I-IE LOCAl10N OP iHE SILT FENCE ALONG THE PERIMETER SHALL BE ADJUSiED TO ELIMINAiE SEDIMENT I ;z y ,I.;' nLL -Q LADEN RUNOFF fROM LEAVING 1HE SITE. A SILT FENCE SHALL ALSO BE REQUIRm ARROUND 1HE PERIMETEft � ; n o a OF ANY STOCKPILE OR OiHER SIlE OF BARE,LOOSE EAR1H. � �J� � N �V 4 ALL STORM`DRAIN MANHOIES,CATCH BASINS,AND/OR DROP INLEfS THAT ARE TO ACCEPT STORM WATER �• F�' '� `� g � �' .., '� :a \ ��-x ``� a'�: I �Q SHALL HAVE INLET PROTECTION`MEASURES PER bETAIL SE 10.STORM'WATER RUNOFF SHALL BE DIRECTED TO = ^= . - �;..... _�`.. •:� a� _,.,, = '., . ;; �\ qC � �j ,.. .�:��; ------ � - r W 'fHESE INLETS'ONLY. STORM DRAW'CATCH-6ASIN5 iHAT ARE NOT COMPLEfE,SHALL BE BLOCKED OFF �-�� �.,.,�� �.,�.,�.,�, �,,•.,,�. �,•�,���,�., --- �.,� � � � � ;� �� �_� � �;� --�,� - _ -- PeF i z= COMPLElELY. , •.,\•., .� �� �. � < F __. .� G P\ x, eT _ E��m . .,�,,�. . .�. _, ., ' . '•� �� Q� .. . . 'I \ ' ',\\ '�.`'�,, ',,\ '\, .'•\' . . . ?G;�� � b _ g:.lr u _ ... . _T E , � ; •�\ •,� �•��� •�� `••\`:�``\�\••� . . � � . . � .. gJ �'y ' I 4 � ."E S.E � ,�.���` �'. 1 . . . ` •. .... } 5.THE NAME,ADDRESS,AND 24 HOUR TELEPHONE NUMBER OF 1HE PERSON RESPONSIBLE FOR THE i��, '�`• � ��'� ` � � �' � ��'� � "�/r pp L�. . . �\\.''•.,�\ \,,'•.\•. ��. '�.` . _ .._re-o)!-.. ____. ,, �. � � � . . ,�J�� �. �� � . O IMPLEMENTAiION OF 7HE EROSION CONIROL PLAN SHALL BE PROVIDm TO THE COUNTY. �..''�, `.�`•.\`•..�'�..'�.. ���.`,'�..'..,;�� �'��`�:�'�,;:� ;,ys - . . . . . . . � I Z I�,;��••., '�\•�.� '•`�\',,••., .`\ •' ',., .�. � �k �,��:, O W .��. �� . '� .. � .. . ��..,\•,,`,, � :.,��'.�, . � .�' . . . r-U 6.PRIOR T0 GRADING,AN ENTRANCE SHALL BE CONSTRUCIED,CONSISi1N6 OF A MINIMUM OF 50 LF OF DRAIN �,��'�.,�.,�., `�.,�, ���:� i :_.`,�'•,�`. ,, , ¢z i�`�l'���.. �. •,•� \,`..,`�� _ , ' I v w ROCK,3"IN DIAMEfER,PLACED OVER MIRAFl SOOX(OR EQUAL)PER DETAIL TC-1.THE'ENTRANCE SHALL :�`�•.,,���,, �•�,�\\` �.,_� �:,�`�\'�'•;�� ��,��•,,• ���"� = i . �O CONFORM TO°CONSiRUCTION EN7RANCE DETAIL TC-1".1HERE SHALL BE-0NLY Q�N ENTRANCE XIT POINT TO ���.,��' ��•��. �`�.�'���\ �`•���,'��'� ` ` � �^- I : �., , . � •. .,.`,. ' ' �'�. m> 1HE SITE DURING THE RAINY SEASON.1HE LOCAl10N SHALL BE A5 SHOWN ON iHESE PLANS,OR AT A �•., �`��`�;�.,;••.. �`,�'•.��'��, • � �'�'�.�'��� `� . °-w LOCATION APPROVED BY THE COUNTY. , , � ,�., �,� ;�,, . •• '�.,� ——— �r" _ a a �Y � I �I _t,z�s,__- \ � , . . � �w ��., � �., .,,�`.,,�.,\,, �'••;;`.��•.;\. � ' � � :; '�'� � \ �U 7,ALL AREAS OF BARE,TURNED OR DISIURBED EARTH SHALL BE STABIIJZm BY USE OF HYDROSEED PER ��'••,;`:�'� � � � ' ` ��`�•�� �.�'��, � \ r / 4 4 �'�— � �� !E��� ��. ` � � _ � ,t'•. \�',�• '••. .. �\ .. , .\�� f r" f g i E>> zQ hIE TABLE BELOW. .,.,\��.,�.,� �'�.�•. � � �• •\' ' � � I 1•� PA � I. ��! �� I : ! �m�ss o I� ` � ��',,.,,. .. \'.'' ,� / �/„Y•• : = f, v_ � '"�' i E I � AL6 STOCKPILES,AND/OR BORROW AREAS SHALL BE PROiEC'fED WI'M APPROPRIAlE EROSION CONIROL �`.�'�. `.,\,`•.,;�•..��\,` `•'��` ` � '`� � a ! v Q MEASURES SUCH AS A PERIMETER SILT FENCE,AND OiHER MEfHODS TO PREVENT ANY EROSION OR SILTS .�'�•� `�'' � � '� ` \ \ , ��� �,, ,i'� '"� �� ' a P; SA I I E. �3�� _ ' �� �� ';\���. '�''.•.\;'.,`�,.,`�.,.�x, I�,.r'" /\ _ � �y% a �''� � o- MIGRATION.ALL EROSION CONIROL MEASURES SHALL BE MAINTAINED UNT1L DISTURBm AREAS ARE STABILIZED. .�� .��.���.,;\�`���.,''�.�'�.\��., ` �`�,\''•.,\,''•. '� _ _ �'' _ .,�t;n �.�,.�,; � I t�� o� . ` `,. . . ."\—� � ��. . -. � �. �n �p. CHANGES TO THE ER0510N CONIROL PIAN SHALL BE MADE TO MEET FlELD CONDI110N5,BUT ONLY WITH THE ,•�.,\'�,,`,,�`•,��,,,•, �\,`•,\`�.,.'•�.\�`�'�,;•• `�.� _ �;/ �,..� - -- � �'���; �' f� I a APPROVAL OF,OR ATTHE DIRECiION OF THE COUNTY INSPECTOR.THE STORM DRAIN SYSTEM SHALL MAINTAIN �� ��.,'��,,`.,,��`., `��'� `�.,;�����.,'�•., '',����`�.,`• I � ' 4 �� X � 3= ,:�`���g5;=�� t' ! � . I 1; �F A FORM OF DRAIN INLET PROlECTION UN11L COUNTY ACCEPTS THE FlNAL SiREET IMPROVEMENTS.THE DRAIN ��� �'��'�� `���••� ` �'�• ��.�'•. � � � � � � '� � I : �s'� iY%'` ;I ' , . �.�•, �\ \ ��� : �'' � .��2 .��. � �\ . �. ,p".�- . � INLET PROiECT10N SHALL BE MAINTAINED,EFFEC7IVE AND SUBJECT TO COUNN iNSPECTOR'S APPROVAL �'�� �;\�'-�`�'�T._�•_�`_;�`,�'•• ��`._.,� ' �——_-,.�-—————�- ��' n�> �.�.=``�`"=-.y�;.-"-�=,��_-` •� '#�'"" -- -- ------ I— . —. —� ,� �. . .\ .\^^ — ---- -------------------�----- ,,. . .�� • -�, \ � \ • � I . �' �. � �.i ,.'� �.�•. . `'^ �, \'`;�/`.. `\••.,'\``�'••;'�•., ,•� �F- i` � ��. • �'.•.•'•,.•�.�'.• f �\` .. � �� . ..,'���'.�. �. � � I �(n 8.ALL PAVED STREET,AND AREAS ADJACENT TO iHE SIiE SHALL BE KEPT CLEAR OF EARTH MAiERIALS AND ,,'\�'�,� •�' �'•���� � �'��\�,�,� � \ � ^,.�'' 4 ' �. � ��`�, , �',.'• '� I � 7 ' ,`� �. ., .,..,�,,�.,�.��`,.,�., .,�.,,�,;' :� ; ����. . . .� `�.`�.\\�.` , \ , � e � Z DEBRIS.THE SITE SHALL BE MAINTAINED SO AS TO ELIMiNATE SmIMENT LADEN RUNOFF FROM ENiERING iHE �, �.,��� •��� `:�. `�`� � .. � ; ,; ' � � \ ��'` I I c=i� STORM DRAIN SYSTEM. � . �'' \' � ,j" :,:-���.�-"'`�" a <d � ����',,.�`:�`,�, �,. �,., `.�' '. �� ._.;=4-=�.=��� ` I � ..��., \.��.���: - ���.. � �, . � � . . ... � '� ���`\� \\``\��. . •�\�' �' �\�'�.�`�.,\' � z - ., ���'�,'•. �,,•� \�'•,�'�.�\�\ \�'�. � � ����� . , J�,..' . \�,,•,.,.'. ,� J `'\�`•. : •.,•, �.,,,,. . o.� 9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT AND REPAIR ALL EROSION CONIROL FACILITIES `•���`�.,`,� \,\ �'�,\��`��`��•,,��.,��,, `•'�'�' �� ��..�~�'� .sfw ��'�,�`'.,`'.•;�`,� ''��. ��'�.'.,.,'.•..\. I j � . .. � �� ;,: . \�.� . �, i t-a AT THE END OF EACH DAY DURING THE RAINY SEASON.ANY DAMAGED STRUCIURAL MEASURES ARE TO BE � �� '\' '��,��'�,,'� �� , , ' �.,\ \�' •.\, •�.,,`�,, I � \ .\ .•\ .\,\ . .,u ct�r-7�i�' ��� �� �`'\ i o� REPAIRED BY END OF iHE DAY. TRAPPED SEDIMENT IN"SD INLETS"(AND OTHER EROSION CONiROL '� \\�.�`,.�`,.,'�. �� '•.,`,�`,�.,`••,,\ �''�� /' `''""A~!! ' At�' '���_'•',•`'�\��,•;�, � , � � v� �•. . I � MEASURES)SHALL BE REMOVED TO MAINTAIN TRAP EFFlIENCY.REMOVED SEDIMENT SHALL BE DISPOSED BY �'`,�\ '�.\ ,'�,`�`• �� ; � •�4�.�'����'���' \�'�� `�`•�'• �'., ���\�`` I � � `z� `'��.' `� � \ •\,` ``\ �'� '�•� ' ' i �� `•�, �'\ •� �, .�� \`` I I � J Z SPREADING ON SIlE,WHERE IT WILL NOT MIGRAiE. ��\� �\`. .\ �`.�` ,,�'ar ; i •'`�`•�• •..�,•--.=�.:;='=' �`.\''�,�''�.'':� .�'�.�' ��,�.�' I 3 � O \` �� .�� '� `•��.��� �;=,r-:-..�.' . �'`"`:.,;-=�. � .� � ;� � �''�''•\ . �';\ \ �. � . ' \.�.',,;;\,,, ' .,'',�',��,� :\',�,\ . \ I � � }H 10.IT IS lHE RESPOSIBILITY OF THE CONIRACTOR TO PREVENT THE FORMATION OF AIRBORNE DUST NUISANCE �,\�•,�•,���, •�� •, �.�\\�'; ��,�-"`� r� � ��.� , .\� �` ` �`. , '�,`� ,\' � vJi U AND SHAIl BE RESP051BILE FOR ANY DAMAGE RESULl1NG FROM A FAILURE TO DO S0. ���'' �''. \�` �;�� �`.�'' '•��''\'i ;� ;'r _ � _ �.%�"" "' � •��'� '��.\�' `�� '`' ��% j � � � � � .. . � �`�� `\�� �\ � �\\ � ='� j 1 � \ � i�i W� . � ��� �\�� •� �� \ i j a x `�\���-��\\''.,''�''�`'�'`•�\` \ ~\ \`�`t''� e �N W �U 11.ALL DRAIN SWALES SHALL BE PER DETAIL EC-9. '�.��• '�.,�'• � , ., , , � � 1 . . :� `-� ���� `i € C X W � . � 1`� \, \� �` \.'�\���\\��\\ � � . � � �\�\\ • ��'��\ �,\ �� .v. I i i •.`'�•. .,;`•, '• :`.��. :�� � W a 12.INCOMPLETE GRADING SHALL NOT BE ALLOWED.CONiRATOR SHALL MAINATIN A DRAIN PAiH AS SHOWN ON ;�`�,�\� �''•;�•. �'�.�\��••.,'•�., �\• ���' ;� �,- -- \\�` �` �� �\ �` ``�\� ��i f � � z � � ..� .� . \���:�� � � r ' � � N� THIS PLAN.SAID DRAIN PAiH SHALL BE MAINTAINED LINm DRAIN SWALES,AND INLET PROiECT10N AT A �`;�� � �'�,�'�.,�`. �' � ��•,�'��'�.� �� �•�,� � � �l °' ``�``,'``'' ��` � �' �. � �• � � � � \�� . � I j� \�� , � '�'��������.� i I � � � ���• � .,,.�'•.�'•.� .;`� �..,; ; 'w.� 1 �y�� � �.,.,\ ,'..,;'.., , ., .,, � _ _ �� MINIMUM `�.\'•`•�.`'••. `'�`'` �'�..\ ' . .�' i :I / ��' . . , .� ,, �� ' i j O Z � �' �' � • . �`: �1 � `�`\�'.�..\�\,`,. � . w Q IF PONDING DOES OCCUR ON iHE SITE AFTER GRADING,iHE WATER MUST BE FREE AND CLEAR OF SEDIMENT .�`�;'�, ••'��`•,;`��`,, ���•�,,,� •.�� � � t f' t, ���.,����,��. •�.,���'�.\\ ''• � �.� ; I . . �''.,,.,'`.,''�.,'•. ♦ � � 1 , �:•, ,_:,� � PRIOR T0 DISCHARGE TO iliE STORM DRAIN SYSiEM.iHIS REQUIREMENT MAY NECESSITAlE iliE USE OF r,`�.,`�.,�� ��`'•.`�.��.���. •�� '�'��•�,; , � ' � , � L� � >G = � ( . W Ul . . �\ ��.' \.\. .` , .\, � •'.1. .,, � 4 M�`�'� � ( %;• t�� s - � 7` �Zs NAiURAL AND/OR MECHANICAL DESILi1NG MEiHODS,SUBJECT TO APPROVAL BY THE COUNN INSPECTOR. i��.� � � � ��`, ��`.�`,�'�,� '��.,� _ `Q _ x 3 �� c Z J� �',\\\.',,`..'�':�`,�\.',. �..'..'•..'`..'\ � . . . i � . �. � _ � ———— —— ——— ——— — I � I F � E p 13.IF THESE EROSION CONTROL MEASURE PROVE INADEQUATE,S1RAW MULCH,TACKIFlER,AND ADDI110NAL ;, �.�� �,�� '•� '�;`'�.,`�, �''�.,;'�.� `.� ----------- ------ I � & � � _a, i•, \ \ . i I- e -1 3 �� r H1DROSEEDING MAY BE REQUIRED. �.�\,., �\�,,`� • '���`� '••.� , � � � � � � I � � f@ @ (aj���� ... . . .I� \..\.. \�`'.��.�'. �'� �'�'�'' �,\' � � � ' . ^ ,�' " � i. i I[ � ' �w HYpROSEED TABLE �'.\�' � �� � � �• \ � i x,� vr �m= � I�`•. ��' '•.��,\�` ���.�`\ ����� ���,`` �� . ! ! - . . ��� < � � ~� � � I: _ .. �F ITEM LBS/ACRE ;� ' ��'��,�.�\•� '' � �, ,'�•�•�, .' �`�,,� �� - � ! � a ��\\.,,��.,\.`,,,. �`. ., �`.,��,., • `,,�.. ,( t �� � � I � �' � � �� o= COM�tON BARLEY 45 P�\��.�. .�.�.\.�`,�'�,., `��,. .,`,\ ��'�.\� � � ! � � I � � � ., Z� ANNUAL'RYEGRASS 45 � .�.��� ��.,•, ��.,�., ., `�.��. ,,�.,'��.� . 1 � � I= I � ` � r � I � a CRIM50N CLOVER 10 � , � •'.��' � .'\ :-�\\``,` � � � I i� i a �v FERTILIZER 7-2-3 400 �\�'�.',,\� �. � .�.,`�,\ ,R,,�.s _ � � � >., I ! a Q FlBER`MULCH 2OD� �, ``:\'•\ ��. ..�\'�,\.��,;,`,; � 5! � i i i � .J,� � �,' �. '� � . `���. . a H TACKIFlER 10U '�.�. \` `,`��,,`,.•,, \ .., `4 ^ I ....._'___'' o i � �z ^ .:`,, � �.�:`.�' '` ` '' '`'\�'' � � � � ' 'K ;� I I 5..:.__...� ! � ; t �-U 14. ALL GRADING WORK BE1WEEN OCTOBER 15th AND APRIL 15th IS AT lHE DISCRETION OF THE SANTA ����`•.'•-.,'�•�`�,\`�`��'••�`��;�� ,�� ��'•��' `•�� � ' � W o CLARA COUNTY BUILDING OFFlCIAL !��'�;,�'•�,,`•.,`�,,`;��'�\`.'� '�.\��` ��\�'���'�. f � � I 3 I � g� KJ \ ., . ., ♦ � �\ f . .,,, W � ,�\\�,�`\,���'�.\' � � � .. � � . I ti II Q ?`;�'`.'`.'•. ❑ �� 15. PROVIDE SHRUBS AND/OR 1REES REpUIRED ON SLOPES GREA'fER lHAN 15 FEET IN VERTICAL HEIGHT. �:,'�•,���;,''•;;\'.��•\��`.,�'.���;�,'���'�,�'���� =�v r � � I� I ��"~@ � ]. I P � �. . .�� �. .,,, .,. ., •�`. •. ,�•.: : � � � � � ' _> i•.•' ,,,. . �.,.,�• •..\''�.`a�:; � � r � I � `'_'�_....�' ' `I� � � \•. � . �\,,.;`�.�'•;\`-��''�'� � ; I =x I � a� ' �--•--....� � � x w :l ,. . ,.�'.,,; � �c.� ;`�,��.�•, ,'�`,.;,. .,� ,,.\�`;�;',,�'',,��'`�`•` ' , ), � I . � a"� i � i � =O '�`�\�����. �\\\,�`.�', •���\\�� �'� \���`�' � � a I � I ... i . � `. \ � �� _ �.. l . � � . ; h � � . � � \'�\ � � �\ � , f �� LEGEND �;: . � . . , .� t i � � i ,� � ;� i � � � w �.�,., , �. � •.,. . �.,�� ��. . __ �,�' , o ,�. � . i� I :� I � �a � � FIBER ROLL BARRIER PER DETAIL SE-5 ].;'�:����., ����'�.,;�:��\\��`�., \'\���\�� ,�a� Y � I � ;t j, "" ,� � � , . • _ �. �, � f ' � � 3 I � W� �; . L ',�' .'� '•,. �',,� �`� f�;..�.;�� . I❑ 'o.� �V ,¢i f i 1 � � � F u...�i���' . . � .. � � � � i `_�J�'� I*L y� '�2 I� . � i �o �1 STORM DRAIN INLET PROTECTION �� � ,,,�,� Y � � I � �Y,� a= � PER DETAIL SE-10 i = � ' I _._�r �Y ' --- ------ --�-�:�.-i�'„ ; ' �� � zr r • rv--��'�-; i - ',-------=?---- � - �,: �� i �- ;:-� �r � _ - �- --- n-r , I �3 .,r����.: .� `'�, ; ; � � � ��� t�--� r _ �� _ ����y:. --- -i �, i� � � �� CONSTRUCTION ENIRANCE EXIT PER DETAIL TC-1 - - � -, - - ' I �� `C w W a � ; ;, _ �,;�. / _ ' - ° r � � t' ��- I �y �. . � yy i . _ - � =W A °� a^ i�,'L � „� �� .___..._1.�'.�.'�'� . t � .... h"� � r'�� , A i j .__,,,,.,...., 1 � I' r � � .�, t � ..' I'—�t ""^"__•-e .t � �r �.. 3 $f G F �.. F-Z '� . �' _^ as 471 . ;I=--- t. "''�— � xG c� : .. ;5 �- ' n �- � �'��� � � � O� �v �a�'�' ��,.,�'D�� � :�'� ; - . `� � :�� �M ��.is _ ' �j—�� _ �i _ �I . ' � . ,_ _ �Z $A STAGING AREA �` ��,�i; r� t�ticn i' �r : I ;�:� i'�(z; M �,,_C � � t :� ; _ H E W fi r �.. ��� , ti�-'.({� ,I x � �. ,- �l_�`7 �� � !� " :: �W �. \,,PKn S�� o. .�.t �I �, i J " .� . �i � .. .. . ���. . ..� � � � �= pp PARKING AREA _ _ �i t� " � tis ,, r _ _i � � � I � �� �F ��,,t�r-,_ �'� -<, r,� � `� ! -; ,. �.� ���W �� � - , �e ��.� i �� , . . % " .�, �. I.. U Z . ��` `�� \*'��4,t �rr . � . .`L � :§ ��i,�- 4 i.) i.l...t..� . n� .'E��;��nvz P�� �� �. ��. �� - �,� . � _�` L�� �— � ^�\. `• �� i . � � � ' —i—� Ld— �� If U U .3�rf�f�(u,3 � ��l N � � . � . � � � } r,��,; � : � . � . L .�;i. . k s� �. _ _ I o^ � � � � .. � �j �� �y mQ z :Ls�\ ; ;t �Ii� ` �� ; �ei ^� ! �' f ti""a�y�ti3°����.u��� �.�i�������� _ . . ' ._ _ �, � � __ J� '.� �. i _ ,� ��'----• .� ��� �� j�f �: . '�:�. . ��`L� ¢W � A \� \� � .. � ' � I i " " ���� E"'.�, jr,! ..�;�.��q^y .� ��� . 2.�, . � 'c�SS a, :� \`,�-n•�t�. ......_.F4;=:.� � ... '>5 9: . !C'. ........._ ..__. s;s H. . - tS,^ol ... ........... ��.����F�v_w'�''° � �t' �/9Jf 7� . .� ` u V � �'�..: �E c I �t+ � m n � � '_tr<s�nKuae �o+— � � I � ��� '.« - � � _ 1 / �. •\ I:Vm �� � Sx Q�-S'�3�'�^�'^'c�� �.�.��Z^.t�P..�.� ,.1-"Si•- �Z E �.\ � . ' . � `� �._ u. � �o ��:dd��64a�.v�� '�; a-�"��-^..+Z.`A � QO . � . �E` �\�, � ` � ��'� _ _ t .' �. U� - - \� :i - - - - I I z., I i - - - - "����` i��'�j����"e�,ssr���„� �� GR.APHIC SGALE �^_ _ � ,�,�- =_ --- - - � � �W �o o � s io io � � ao . . � . . ` ��� i .;� -r,. (��m^° `R,��`;a�—=� �^----^a �� s,ai.��bV.�Jw�.a�5e�e�,�.'�6 �.�4��r p ^ � a \\ ��,s^ �c.�= ! (�'" � <i' � WA C fn ' � p,'n,, �;` � � � r�i -0 . a Z (IN FEET) \1,,�� a..I.l—1,� xs € � �Q 1 inch=10 ft �,��c c �\ � Z � � ,��� � ,, ,a}._ _ Wa REVI5IONS: DATE: DF�i6ER 2015 REFERENCES a SI�ET =w DATE DESCRIPTiON BY: HORIZ.SCALE:I°=1d r��'�� ��r I I�� �= Hanna� Brunetti 5 �� =Civil Engineers= Land Surveyors� �RT. SCALE:N wp e.Constfuction Managers� DESIGNED BY:aw- Gilroy California c4oB�842-2,�3 21739 Stevens Creek Blvd-APN 326-20-048 oF s �w CE�CKED BY: CI TY OF GUPERTI N 0 SAN TA CLARA COUNTY JOB N0. _� bRAWNBY: TM. DECEMBER 201 5 CALI F0RN1 A 1�0�� �F , � ' � , � - ..-::.-.. ���� �� �� �� -..-..-..-.. -. .-..-..-..�..-..-..-..-.. � KEY 51ZE QTr' taU7ANIGAL t�t� GOMMON NAhtE iR(='-�r . PG 15 � Piatanus ea:.�riPoilra Golumbia Landan Piar�Trae I parkfng lot�ee s�i�eted by the ctty pimnning dept. , sv �� s 6�nko bi�oba Farrmont-etreot.tree ae�ectea Exj�tty $`���CY���'I� — . E 5�eet troe�4o hav p'a'3�tk�tn Rcc�s�o�rtes�r�pqrat�a�t�at match existing nr�rsr�,j tr�grates L�C������� � _\ 15 Foot s�r�st trea s aetn is 5 ectPted �oi �amin docw�nts // �L / �� h1�D1UNf SHPUB�'a �r�r����.�.� (E)BUILDIN� �c 5 is Rhqahioi�pts mfnor i�«r��t�n� #2176 I � \� 4,500 SF 736 PaCk Way I / 8anta Cruz,GA 95065 I 6�aurtv cavF�.S � sr � aa �rie thurrbsrgn cr�rrr�on s'ygmg �rry (83'E}425-47�7 � �/ � !.B 1 23 Lamandra�reeze flooks Iike omsam�n�al�r�s) lewisiandscaps@shcglobai.net ♦ __ �i I � � � I : I I ( � . . I ������ ���� � 1)�s Sheet 1..3�d L.4 Por lctnc�Gape d9kaliS c�d SpeGiFi6c�lans � I I ?1 Exuict location of pics�ts on site io ba adJuskrsii so as ta bast coard(ncts wlth sprinki�r head No,2ne � US'POST Iacctions,ii��.s,t,iratr�age Paatur�s,and ewaies � � OFFIGE S)Dr,n't put pldnts(ri�tisktn:n oF ewGies C�I'Z � • �� ' 4}Don`k Instail to dr�ss rmrlch thaE will rlaaE�n'tlis ark a�4h�bio r�tantton�aa Ehat Pioods. � �.—i {� —'�———�� ——— ' ——— � ———1———— ———-�————''— —— — 5)Us�3 truh da�p mulah m ali plarRing�oos.Pravi�ownar rvith diPPeremt muich s�rnpl�s wrd 1 IS Q --- I -- `-- i — ; --- '---- — --� i,— i I— � I � i prit�s inaludirr�ca bi�nd aF Red,vcod�rk daubl�grind an�R�drvond Ghip Pram Reuser fn '�'!y �� � I i i � u , i j I �I Glovsrd�l�in.atall�d Ea�.�t h4ulch Inc.(925)�'"a0-�540. � : �OF CA� � i ; I � p� � I � I i, il PG 61 in5tali planFs Pcr oii pianC oirciss sho�vn on the plar��van if ttrey aren'E labei�d.Gaii Por � PG � I ; � 'I �I ; � I li 'I � I cic�iPiecat(on.�ar btdding purpcsses,if no one is avaUabls ta answ�r qpestfans,assume thak arn� ' � � ' I I I I I �� pi�t c(rcle scaled less#iee�b wi�e(s 5�aL size.cand ariy:circla acaled'larger:ia 24"@sax slza � � � i � ' 7)TFie plan ts schemaEic.:Don't Ir�stall pic�it.a Eoo cloee ta edgea of paving or�tidin�. Keep I I � ! � � i � I� : vaivos¢nd quick coupt�rs aw�Prom�ess. ; � i � � I/r� �� ; � i� �� 8)5ee enac�.uancerntng soil amar�m�and fer�iiizar.Por bitld(ng purpo�es untii#�sotl i i i I � 4� I I �; � '� �BYi1���.�88�.I5 Ci�e bid&�ubie y�.��oF nitroila�el r�drvood sa�vek�st�d 15 peunds aF 12-12-12 P�rtiifzer tilied inta the top Fi°tcs S°04 soii aPk�ar rtpp�ng soii Ca l2"desp.except undsr ext�t4sg .�3-RG : 3-RG treo,in bla re�sntton areas ar an sta�p slapes:Bio r�Eentian aroras havs spaalai sotl spect�ted � �j ths civll et�tneer. I I 4j Ma���a you�e bidding w�d doiny(nstailattc�r v�ing tho most rscsnt eet of landsr.�e piw�:GonCcwt ths landsa�e architeaC toroartPg this. .� IOJ Platc�us auerlPopa#oes in park!ng lot-fnstail a 2�5°dsep corttiruaus root barrfeP along ths�dg�oP the pl�tar wi�htn't fe�!oP the frurik.nan't JusE pu�a rooE bcrrier c�aund tho initiai rc�otL:ail. instaii root fr.�rl�ao psr tErs manuF�f.w�ars knstrvckions. � � I i l ' I , ' . . . . I .. , . . : .. . � � � I � 8-BT � � I — ' i i � i � I � � � I � I Ex.Rhaphlolepis i � � . . . � � I : , � ; i _—..__........_._........... ' ' . . � . _ (� q � i � ; P� � � ; , � ,'� '� �---� ; , , x � / \ � + 3� ,._.._...........—. -'___ Y W � � � � � PG ..._ 14LB � Ex.Lawn � Wp[U � i G " and Photinla � (�� � � �--- .....:._ .— I � �� � / I - ---....—...— W OC � � � : � � W \_—/ ' r---— pG I � �V � /� / \ \ � � � 0 w a � � ----� �--�-- . � d' w � \. Ex.Liva oak I � T J � J� (� fV � � U� � on naighbor's proparty � —_�—<�--�------�, 8 BT � I y � -- I �� \ �' d y`" - \ / . Q N a � / . . ........................___� I . _""""" � � �— —� I (PJ)RET�.IL BUILDIBNG . 2,600 SP c , 8-$T � ( . . �o��o o�.. _" ___',_ . . .C. ' . ".-........................ � :� . � . C m m IPG . ��� � � �U U` .. I __'_______ . . . . . . . m� ,� ......tt. ..1 ..� �--- -- a hlolepfs m �., ,�. :. �� �� ..... a�nd awn �„ .................. ........... i \`��` `:�� �� � �� : \� \� :.�`�'�1 � , .,, .: � � • ....,..,,..,��.... ;.....��a.__...a, > ........ ..-- ......-�--.....' � : �,. r T , i � Project Number. 3.635 .; ; � � � ; PG 3-RG 3� PG q-LB I Date: December 18,2015 �LLJ �� o � : �p \ Fa'�i� * ���� � � � ��"!/ Drawn by: GL ��������� �^�����'�T"'"�"""'�" Checked6y: Checker �—� . O O , o I ' ����������� ��5�'�d��� � � � : 1 � �� ST ��.�f'� � ���/��� __,���, �. ST � � �� �•��—,-r-,��.:--n-.�-�� Sheet Title: � • 5T �N��.�� �_ Eu.Ginkc . , �� . • . .. ._ ; ST . .. ..�..- PLAN G PL,4N streat rrees �— • ..—..—.. . .—. p �����s�"�`�'°, hp7 � .�.�� � TIN . � . . �� � �.��.l;�iJna1��r3 tf�' -..,�:..a.- .:..,�,�+.� .w,-.�.e.--�.�....--�.,...v�--....:w.-r.�,u.�x..�^- X . . . . � . . . . . . ... . �a.2+,'',.� ��e•�r;}�,Gi1�i��✓� �A . � � �. � �:. .. .. . . . . . .. � � � n �ee�1���Ooo :■ I , , 1 � � , �' p 1 p , 20 �2015 Eaton Hall Architecture,Ina , , , k f� I . � .. . .... � . . . � . . � . . `✓ . - � . . . � .: .� .� . .. .- . . .. . . —..—..—..—.. —._—..—..—.._..._..—..—..—..—..—.. —. . ���� o���gatio� No s: Irr�gatio�a �eger�d I) 5ecure Igr9er 3/4"drfp tubing I"balo grada with'P'or II"U-shaped etakes 3 fast KE1' MAWJF. pqqp�,p DESGRIPTION � on centsr or closer so that the tubing'� ba found easlly but does not show IP tha G6 5904.3.1 e� �unter jG-600-55 Gontroller wiEh enough modules far b stattons(axpandabla to I6) . mulch gats brushed'away. Gover tubing 1th soil and mulch and Install manual flush wall mounE axtarior wfth Wiraless Solar Sync On-Sita Weather StaElon. Gontraller wlll changa It's program • valves aE erids oP tubing anil mark tham o kFiay can be Pound easlly. based on current wea}her conditlons. 2) Run larg'e�iying c�oae to plants to nimlze langth oF smallar U4"tubing 5ecurs I em�ttere cn:i/2"tubing at plant roo!ball. V�6ien necessary rvn short lengths aP I/4" Fabco 825Y 6V 3/4" Reduted ressure backFlow reventar ��� �g^�/L���� tubing from orntltars to plant raot balls. Ins4all skak�s on I/4"tubing at 12"on canter P P � °,7 and cover tubing wlth;J"oP aoll plus mulc Instali a fraeza blanket. Install a protec}ive encicsure ���_t��� � �—"�� � 9) As the piant and jilant rootbali Incre ss In siza,the Iocatlon9 oF the amltters may IP requlrad by tha water dapt. C� � � � need to be;ad)usted so Ehey are svonly paced over the rootbalL A � 4) Install pressure compensating emitte (wlth minlmal dlPPerencs U Plow beGveen lo � Manual shutoPP valve In valvs box sama slze as pressure Ilne ���0�����°� � �� (E)�UILDING �'✓i�^d`b:P511 at o4ch plant on root II fnot rlght aE skem):IJ3e AgrlPlm PG Plus Fa� �� #2'�7� � (prassure co ensating amittars).Usa t onas that l/4 tubing.ean ba connectsd to. � 33DLRG 3/4 q,ulek eouplar with Ioeking eover and 2 piece body- • _ 736 Par�V�/a 4,500 SF other em�t I � stzes. �m°y havg°higher dbah ge rate at start�p requGing larger pipe e prwide one valva koy and ons hosa swtvel Y I � ;'' � Rainblyd 33DLRG 3/4"qvi�k�o�pi�witn io��mg�ovor ana a pia�a body- Santa Cr�az,�iA��d�rJ \ I-- ' provide ons valva key and one:hose swNal (831}425-4747 ./ EmltEer schodule: Two I 6PH eiNtters at small shnibs fev ual slze) � Hunter lewislandsca= sbc lobal.net \� �! I Three I 62H,erritEFsrs<at medlumsFrubs � � IGV-lol-6 I"globa valva below grade tn valve box p�@ � �--� i FNa I 6PH��ttsre 6t large shrubs or'ne � � Huntec IGZ-lol-25 I"globa vaNa with I" drlp filtar and 25 psi prassure I � FNe 1,6PH;emitters qt Erees closa to r tballs and FlPteen I 6PH emlttsrs out under Drip control zone regulator below grade In valve box large anough to servica tha filEer ' � `' futura kreo'oanopy aE'2 faet apart.. ` �it 'Thls klt Is good for up to S to 15 6PM Flow. ' I Wlth shrubs that havs multiple emlkFsrs,-p t some " at adga oF root ball lnot right on startd nd soma out � 3/4" Nonpressure Ilne-GL 200 PVG 3/4"unless noFsd far lacger I � under Puture cano a6e'emlttsre av nl In Puture � slze-12"cover-pipes loss than 2"to be 5ch 40 PVG ` � I -: roob zono acea.py';� .. `'y I . I I-I/4" —�-�—= I � ������ 2" Pressure Iine- 5ch 40 P�G �� -18"of cover(24"oP cover undar A,G.pavin� No;2iie I US POST �C�'Z � : I ._. `OFFICE — i Lines under pavtng 5ch 40 PVG-24"oP cover �-..—� II ` ,� � P� ---- --- '----; --- i--- ' '—��----y' ---�---- I-----�----� --- --- �� -- --- �..�..�..� Prassurslina-2" Sch40PVG 1 IS Q ; ; i i � i � C�8 Greec� ���Edi ��de �NP.�..�..� �, �r �.� � I Non Pressure ilna-I-I/4 Sch 40 PVG .�c� � T � g F .. � ..�� �. ��.. ..�.,/' .�. �' . ..� I �. � .. � ..� i� .. Gal 6reen Sectlon 5904.B.1-Irrl atl n Gontrollers �N�.�..�..� �F CAuc_ ' •C�—• �• ' •��•�••� 9 I-I/4"gray aiac.condult for control wires. i NP j• .� i II ,�i I � i i �� NP il I Tha controllar togelhar wlth'kha,eer�s r'that is spaclPled msats this � � I i i �' ; , Ij �i requirertient oP weakher or soll malstu e basad controllere that automatically ..�, �,, i � i I �� i i � ij �; adJus!Imlgation ln.re9ponse to chang,s In planFs'naeds as weathar condltlons � ..�I..,�,,, , I I � PE drl tubin with co rasslon PItlln sas dN Irci.notss � ; • ..�a' ,�,,��.. , . � � i� chan e.The controller chan s tha time af Ehe trcl ation based on the P 9 mP 9g' P 9 i NP i i i jl ti�• ; i ..� i.�.. ..I� .. NP i;.�.[.� cumank waathar.1t also l�a�the 1 Igatton from operating wFian Ik Is raining. � , , --- � � i i J / I, I All Ifnas undar pavemen6 to be sleavad using a 5ch 40 PVG sl�sve 2 slzas largar than the pipe fnelda � � ��%• ' H�Q Q Ratnbird RYVS-B-14o2 2-S 6PM flood bubblere at aoch straak treo instaliad in watering tubes I • . I LJ Use RVdS sock Pllter cloth cover .� NP/�NP , � �• ' I � // i • i •�• I ry�p� ,g, g�q� ,p, � � i � Trees I j � �tl Y�g�L��Y 7 ��tl.�i� � � . � � I ---- I � 4 35 5 35 � �� I)See shaet L3 and L4 For dekaVe aid apreciflcatlam. � I.l drl 1.5 rl ' I �ThIssyaFsm la dael d to rale wlth minmaim 5 6PM at minmartn 65 � I � i i NP��• , ps.I.at dia polnt oF co�nr�cHon.�IP thH condltlon H not met contact kha Landscape Archltect Por pcssble radesir�.IP static pressure � • • • I j • I � , �•a axcoode eo pat at the polnt oP conmacblan a prassure ragulator wlll ba naceseary.Thera Is supposod to ba approx,_pel skrtic p � i , I , � • .'NP . prasaure In thls orea.' � �_� i_� � , � .___�_� --------.. I i � �� 3)Detactor to{�e sFbuld ba Iretalled wl�ariy pressura Ilnas noE bvrted In dio sama tranch wtth control wiras wid wl�any Iines oF wiy � I I I � .° Wnd wider paving rrot M a tranch with control wires. �° � � i I � � ���• 4)Eloctrlc controllers shrould ba saE to waler between 8:Q0 pm.and 10:00 am.to avold waterkig during Hmes oP highar Wlnd or � /� � �___� � • ' tarr�orature and progrcmnad wlth repeat cyclae to avold runoPP. / � • ,• . Irc�gaticn xhaduls should rePiect tlms oP year a�d pl�!maGrrky. � \ ,--__—__'_'_ 5)No changes should be made to what Is shown on the picros wlthouE tho wrltEan approval oP ths Lcmdscope Architecb � � 6)Rim 2 exkra conkrol wlres Prom the controller to tlie far and oP each leg and to the PurkhesE qulck coupler,comirg up aE each valve � W � Rm � � ❑o � - wllh scma extra wira along tha way so valvas could be addod N necassary in tho Puturo. � W V 'i)'Ihe conlroller wlll not allow kha Imlgation to oparcrte during raM ovonts. � � O I �� ' e)Tha rouling oP Irrlgatlon Ilnes Is achamatic on the plan.Do not pub valvos too closa to trees.5taj 8'to IO'away IPpossibie.Do (� � I I not put prsssura Ilnas wider kreea. Install Ilnes In pl�ting areae Instead oF undar pavirg whanevarpaseible.Locate all krees wikh � � � . •.-.............��---�---.....- ( Plags prior to Inskalling any Ilnas,vafvas,or sprinklars.Iretall llnes Mslde prapsrty bounc�rlas excapE when raqulrod to Install In ROW �y, �� \ I • 4or streaC trees. d.� � � : - - -- • N 5ea GMl Englnears g-ading plwi. (� W W ��_�� :` �� ' 10)Do not dlg trenchos Nght naxt to atructuras euch that tho beaNng aoll under tha 4oundatlon oP d�ekrvcture wili Pall.Ghack wkh tho � —_ ,NP r- --�---- I structurai ongMeer or fvchiEect IF you aro rrot sure haw closa or how deep you can dlg neut ta s4ructurea. � f jJ �- p � I ;� � II)Plants oF slmilar watsr usa have been grouped togadiar on khe e�ne clrcuik�.: � �(� g i �\ - —'--- ' 12)Reaula�malnFsnanee 19 to Ineluda tha Pollowing mmimum eondit�ons � � . �., W � � , ' c�L.m�dscapes sFiall be malntalned ko ereure wafsrePPiclency.On a regulcs schedule check,ad�ust,�d repair the Ircigatlon � M Q / � aqulpm�nt,reset the controller based on wealher,aerate�d dethaEch turP,replenish mulch,Partllize,prune,ca�d weod landscape areas i�� O w�" � \� : � I b)Ybienovar possibla,rapair oP tha Irrtgatlon systam�ha0 be dons with the orlglnally speclPled malarlals or equNaler�t. � y— ,_I � J� c)'Ihs Irrlgatlon systsm ahall be checked at least onca a yaw^prlor to stat up M the aprMg,Par rvnoPP�d ovarspray.IP at all � (V � � U� � ' poaslbla do thia l to 2 timea per mmdh March fhru October.Make adJuatmenta�d repalrs ae receseary to conaorve watsr. � ...�.._'......................... - . � . • � 19)IP�audlE Is rec{uired by the clty,tho Icv�dscc�+e conMactor Is responsible For tha cosk oP a watar audit aPtsr ths hrigatlon�d �� � �� 4 • � I Iandscaping is Irretalled.Hs Is aleo reaponslble Por tho cosE oP cf�going or Plxing anythtng khat tha Wakar auditor says:naede to bs c�e� d changad or fiued. m o a \ • 14)A soli Pertlllty tsst Is to be dons as soon as the soll that wlli be In the pl�tors Is known ��� � / � IS)Tha controllare apecl4iad raquire electrlc Por thair oporatlon.They can ba installed in a dlPPera�locatlon IP naceasary Por ' '------ \ / . . I belFsr accass to elaa power or bekFsr securl Prom var�dalism. �——�� I (W)RETAIL�UILDIPdG .I ' 2,600 S� . �p � ��PL----------- ��1�P�Z��� S u o�mary an d ` .� ,- I ° o a�m I Vaiv�InD.dynamic psl : ��X. Ap�9ied VVater Aelowa�c� y�� Treas g 5 g �s a at vaive Gontroller A ���� I drt 9.� — �_--���-�_----- ����._� Zone I DN p,Low water,sun,shrub Valvas 1,5 2.4 GPM 403 sf s- � \ ..1``..........`\..........\........ .0 l\ :� � I I Zone 2 Drtp,Med water,sun,traes Yalves 3,4 2.?GPM 20o sf m 6 P M f l o w , , � Zone 3 Bubblers,Mad watar,5treet trees Valves 2 I G 125 s. �m Irci Backflow Praventer • ` �:� � i • ` :P� 9' 2 '35 I 35 '��� � \�a�`�:,� �41``a�������� �� � � ' � i. �..�av � ��-a,..+�rm�'�!_a _...�!2E 'Jv S6� �� Ircig.Gontroller 5 bub .9 dN ,�:,.,,..�� �,-:::::_...`\,.:......_:>; I , ..� �.. y � ..................... --- - Max.Applled Watar Allowance 14,312 gaL ����������� �������� 5treat Treas .� . 45.3 ET x.'7 x?28 sq,.ft.x.62=14,312 gaL ���� r � �.— — .�.. � Total irrigated area is�28 sq,.fk h� ' . � � � � ��I '. PL���•�� �� '�pL •� I �t!"°��.� � / roject Number: 3.635 o �°�Dafe:°��� �� a ..�. '�' �5�'ce�iib�'r�`18,2015 .._ ' . .�� � � 0 � �Ne� r ��s�` Drawn by: GL \ � O O a� o I ������t�� C cked by: Checker �—� . �fl� -- �_ d -- \ — •NP ' �O��I 1/Y���P�.5� 11,2099a1. �x���C�1i'S��„���i � t f �:=,�.�: �-� �m� � � ' / �\ . . . ' . . . . . . � �ots�� N`te��D���;��4'��r�.�� � NwpQ � � / �,NP �, �" H •.�,`. \�—� � � '• .. �...��'. .. NP'.. •°.�—�.—..—..—..—.: .-:- Zone I ETNUJ=45.3 x.62 /3 x?4031=4�ea gai. Sheet Title: ,_ � #� � IRRIGATION PLAN � Zone 2 ETWU=45.3 x.62 xr5 x 2001 = 3q55 gaL ���J Zona 3 ETWU=45.3 x.62 x/.5_x�125 1= a4-ta gai. � ` / n n Estfmatad total water use 11,209 gal. Thfs Is less than the MAWA of 14,312 gaL ■ ■ ���m�����ao I rri t� I o� ,o� 20� . O 2015 Eaton Hall Archftecture,Inc. pa y �,� . . . . . � �..� � � � �� I � � � � � � � Use bolt on lid, ar�orre naiied to stake Mark lid with_Itrig.Gate Valve° Instali as per local code and manuf.instructions-Secure Gate valve or water meter controller to wall with suitable anchors as approved by same size as,pressure line inspectar �sa�lid g�ound placed utsdenootbal8l ��'� � (,,,��'(� =PVG Male Ada ter Controlter-seelegend on irrig.plan arnoPre natiea to stake � � I I I Mlpt x Slip P Weather proof 120 V junction box L�������� � Sch 40 PVC pressure line Electrical conduit and wire from source of power �om t�unkdeeP)P�ued s inches ataay ���s�����;� lectrical conduit for 24 volt conductors 7op of rootball to be 2 inches above ���7� II I I II I I Paint ezterior conduit to match building wall. surrounainq so�i ievei 736 Par�WaY _ Minimize appearance of conduit visible on wall. temPorary Sa�tfia Cruz,CA�5085 — SW88P e115 rootlbollberm for water basin at edge of {$�,'�.��.��.�,747 Bricks under valve UF direct burial wires �ewis�anascape@sbcgiaea�.net 3°tleep gravel box corners 2"clearance' This contraller wi�l be installed outside — Agriform Plant Tablets 21 gram ���1.����7+�#e����/e �\ _ — ackfill-notive soil � � � � Plant pit to he 3 times wider than the plant NO$C4�C 'T container-it's not shown to scale on dwg Vllall il�ount Controller � =1111 �-�1 II I IIII `AND� Mulch No Scale — Lateral-nonpressure line , ����=I� L����= �(�-�.z��b � 12°cover indude freeze blanket = _'���� _ a Approved reduced pressure backflow preventor with ball �) e-12 hours hefore installaiian,wate�all plunts while st➢I in eontoiners suffiotently to 1 D IS 2° _ = Maln-p�essure line-18 cover valves-Locntion and meihod of installation to be'upproved thoroughly wet root balls -. �. �Q �S" :';;:.:. by water company and/or health dept.prior to installation- 2) Dig hole'at least 2°less deep than the container and'3#imes wider than the 97�.���p'� _ � UF dlfeCt buflal Wlfe 24 V-ta(le Install wi�e enclosure if required by water company and, diameter of the container the plants were delivered in.< and bundle wire every 10 feet protect(rom damage due to ireezing weather 3) Gouge holes in the side of ttie plant pit-'2 holes per sq.ft.of wall surface I I I I - . I�I I USB 6°dee sand beddin Ofld 6p 4) Remove rootball ca�efully from container witfi support from below.'Sever any circling P 9 Ball valves � Galv.filfings and nipples or use roofs(3/16'dia.or greater}with sharp knife. -0o not pull`roots apart. 7Fie severing of large =III I— = deep sand backfill in rocky soils I other material such as brass or roots wil�encourage new roots at the cuts. Instail enough buckfill under root ball so top of — capper if required 6y water roo#ball ends up 2°above grade of surrounding soil when it settles. Install some of fertilizer Snake lines in all trenches Pa��ets under�oot ta��. company Vehicle OVifl Unlons 5) fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel P 9 I W�ap all metal plpe below handle or feet being careful not to disturb root bail — = p 12°min grade with 10 mil scatchwrap tape s) Put Agriform Plant Tablet fertflizer at this level adJacent to rootball and at bottom of hole — — All lines to have min.24 COVCf (5 tablets per 15 gai.or 5 tablets per 1 inch of caliper width. FII the remainder of the hole 24� under vehiele paving with 6p _ with backfill and pack it �::::':::::::::::':':::�:::'J1ll - �� — _ COfIIPUCt2d SOfid b0ddlfl(J Ofld _ _ 7) Water tree thoroughly by filling the 6asin and allowing the water to percolute in,doing _ - - — com acted sand backfill �- � • Main line-PVC male adaptor P � =II I I—II�,•. (rom metal to PVC pipe this 3 times or more until root ball and backfill is wet ::��.������ Provide minimum 3 clearance 8) Install stakes such that the stakes and the trae ties won't damage the tree and the ���-�: : Canc.fhNSf hlocks lyp. stakes won't lean toward each other.' Cut off tops of stakes if necessary to lower below 6 = = bBtWeOfl IIf18S �"• branches that could be�ubbed_by stakes. Install stakes so they are straight up and don't =I I I I_�_I I I I Canc.slab as required by water�ompany lean in to each other When necessary,due to high wale�pressure,install pressure TP��PlBiltl�'1� �� regulotor downstream(rom backflow prevent unless noted for Q �PellC�l@S�LIP1eS � oiher location on plans o ca e: � � No Scale �� Reduced Pressure F � �aekflow Preventor M���h 3°deep)pulled 2 inches away from stems � � � FINISH�GRADE No Scale • • ' ' Temporary � � � 4"high berm for water basin at edge of root ball � PVC SCH 40 ELL Slow release Agrifortn plant tablets � Use bolt on lid IIII < 1 9al plant-2 ta6lets per plant � PVC SCH 80 NIPPLE(LENGTH • " • ° < AS REQUIRED, 1 OF 2 Mark lid with Dnp Flush Valve _ 5 gal plant-3 tablets per plant � ) 15 gal plant-6 tablets per plant � ush Valve 30-INCH LINEAR LENGTH OF � IIII��. ,� ��,�,� Backfill-native soil � �V WIRE, COILED _ � • •. . : � � I I I I``� `````` � Native soil dug out 2 times depth of container V� WATERPROOF CONNECTION: I I I ��I� = ��I� `'.II`r Plant pit at least 3 times diameter of container � N � -- Ill-�- 1) B-12 hours 6efore installation,water all plants while still in containers sufficiently � ��— ID TAG: — to thoroughly wet root balls � (L,W VALVE BOX WITH BOLT ON COVER: II I I . I 2) .Dig the pinnt hole at leost 3 times the dia:and 2 times the depth of the plant container. �a j„MiN. " — - II_I+ 3 Re lace this mixture in battom half of hole and walk on it.'The.level of it should be Ll1 � ` , PE drip tubing;buried 1 deep _ ) a � � ADAPTER TO DRIP LINE "` — — sucfi that when:the plant is installed and settled it will be slightly above grade of existing � 0"'= Z Run next to rootball of each UOt � — soil. FII hole with water. �V g OR PVC LATERAL LINE � ;' See drip irrig.notes , a) Remove rootbat�carefully from container by tapping out,not pulling out by the stem. �-� d"' w • b°��� Space emitters evenly hround plant 6 deep g�avel Scarify rootball walls in 3 verticai cuts and bottom to t/2 deep,a by cutting roots of � �� O w°" 0 0 o DRIP LINE OR LATERAL LINE on top of and at edge of root ball t/2°or larger:witli shears. Do not pull roots apart. Q� � J � �� p o o��(� �O n 5) Install fertilizer-packets under root6all of plant. Set root6all on prepared surface and (� N m W U� 00 0 � o Use as little 1/4 tubing as possible flii noie to i/2 tne de Ptn,tam pin g soil around rootball. FII hole with water. BRICK (1 OF 4) 6) Fill the remainder of the hole with backfilf and pack it but do not tamp root6all. 3-INCH MINIMUM DEPTH OF Dri p Emitter and Flush Valve � 7) Make the water basin. ��� 3/4-INCH WASHED GRAVEL C 7 B Water shru6 thorou hl within 1 haur of lantin b fillin the basin and allowin the �" No Scale � 9 y P 9 y 9 9 ��a PVC 5CH 80 NIPPLE CONTROL ZONE KIT: water to percolate in,doing this 3 times or more until root ball and backfill is wet 0�� (2-INCH LEN6TH, HiDDEN) VALVE,FILTER, AND 9) I n s t a i l m u l c h AND PVC SCH 40 ELL REGULATOR PVC SCH 40 TEE OR ELL ShrL�b Pl��ltl�"9g � PVC MAWUNE THERE HAS TO BE ENOUGH ROOM IN THE No Scale o 0 0 VALVE BOX TO CLEAN FILTER AND SERVICE VALVE '�m� Rernote Control Globe Valve, C o�� Filfer and Pressure Regula,tor �� No Scale �a .�. �� � __ _.- - > IIII— � � ,��������� D��-��'��� � ��� �,�.� I I I I = Plustic valve box that is large �"��:��� �B �.�.�.,,,,.�� _ Project Number: 3.s35 — II I I enougfi to allow easy ope�ation �a ��-h. � of valve and connection of hose 6=,������r��,���� ��9��'�@��� Date: October14,2015 I I I I 10"dia.minimum F„,9�F,;,o ,' ���/.. Drawn by: GL with bolt on cover ���rz @��� � �� `� Quick coupling valve Checked by: Checker �_,....---��.-�-�3:� �.� �.��� ���6�' Bricks under valve box comers � 3°deep gravel SCH 80 riser with rebar and ����a��?���� � � _ --4 ���� �. SheetTitle: stainless steel'clamps �����-�` T�� ��=:=-�'�-�`='�`-= ` :�a_ ,�..,.,. �v. ��x�� dL������„�� LANDSCAPE DETAILS C�uick Coupling Valve � �., �elow Grade No Scale _ 'I � . O 2015 Eaton Hall ArchRecture,Inc. � r`� � (���� �_ t� GENERAI CONDITIONS-SOIL PREPARATION,PLANTING,AND IRRIGATION PART 2-PRODUCTS � �� . � � ���� � � C. Contaminated Soll-Do not perform any soll�preparotlon work-in�dreas whera � � 3.6 TESTING 1.4 GUARAN'fEE 1.1 QUALI7Y ASSURANCE: soll Is contaminated with eement,plaster,paint or other constNctlon de6ris. 2.1 PIPE � ��A. All�tasting shall be done in the presence of the Owner's Representative. A. Trees ahall be guaranteed 1 year-all other plant material 120.daya follawfng � A. Use adequate num6ers of skilled workmen who are thoroughly trained and - � �� � - � � � � �� final acce ta - Bring sueh areas to the attention of the Owners Representative and do not procaed �� A. Plastic pipe is to be poiyvinyi chloride,marked 1120-1220,and bearing the Center-load all pipalines with elean soil approxlmateiy every four feet to restst p nce. Any plant material needing replacement because of weakness or experianced in the necessary crafts and who are completely familiar with the • untll the contamfnated aoil is removed and rep�aced. � seal of the.National Sanitatlon Foundation. Use Schedule�40 polyvinyl chloride, �;hydraulic�pressures,but leave�ftttings�exposed for mspection. Piping under�� probability of dying w11I ba replaced with�material of similar type and size to � . specified requirements and the methods needed for praper performance of the work of p g is in piace. Install a 0 to 160 P.S.L au e that of tha surroundfng area. The replacamant plants will have the sama guarantee D. Moisture Content-Soll shall not be worked when moisture bontent Is so great typa I-II.flttings bearing�the seal af�the National Sanitation Foundotion,and� ���poving:-�shall be tested before avin y y . ' this sectton. � . �� - .�. . � � . �� � - .-� � that excessive compaction wlli occur,nor when it is so dry that�dust w(11 form in ���,��� �.����� complytng wlth ASTM D2466 for pressure Iine and also for any water Ilnes under on Ifnes to be tested. Ail valves shown on Plans shall be in place and shall be fn as the ariginal plants or trees,starting the day of thelr repiacement. The . B. It is the Contractor s responslbilfty to verify ali information contained in �- � � ���� ' -���� � �� � �� ��'��� � � the atr o�that elods wlll not break readlly. Wate�shall be applled,if -� ��� asphalt paving.����Use Sch�40 PVC for lateral lines in planting areas�unless stronger�� � the�closed�position. Mains shall be tested at 700 P.S.1.,and loterals�at�65- . Contractor is not�responsible for losses due to vandalism��if he has taken the plans and speciflcations and to notify the Architect of any discrepancy prior pipe is spacifted in the irrigation legand. For joining,use a solvent complying P.S.I. If avallable static water pressure is under 700 P.S.I.,provide suitable reasonable measures for protecUon of the plants. necessary,to bring soil to an optimum molsture content far tilling and planting. ���"���(�°l��� to ordering products or oommancing with the work. wRh ASTM D2466 and recommended b the manufacturer of the a roved 1 e. Pt e Is pump for testa. FIII pfpelinea slowly to avoid pipe damage,and bleed all alr from C. Check and veri dlmensions,re ortin an variatlons to the Architect before y PP PP P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT ��"�����5�� �' P 9 y to be continuousl and e�manenti marked with the manufacturers name, f e size. Iines as they are 6efng filled. After closfng valve at water source,mafns shall 7.5 PRODUCT HANDLING proceeding with the work. � � Y� P Y � � PP� � � ���� � .��� � �� . -� A. Request a review by the�Owners Representative to verlfy specified Iimits and . . . �schedule number,.type of material,and code numher.-�� . . . hold 100 P.S.I.gouge pressure for two hours wkfi�no leaks. Laterols ara eupected A. Protect plants before and during installatian,mainteining them in a healthy ��2�7�3 �� . grodes of work completed to date befora starting soil preparation work. Place B. Galvanized steel 1 e is to com 1 with ASTM A120 or A57M A53, alvanizetl, to have minor seepage at multiple awing joint assemblies. Major leaks are:nbt condition.`Application(s)of anti-dessicant may be requlred to minimfze damage. 7�('j�a['��1f��1 � P P-� P Y � 9 � • � .�. �. . . �. topsoil as required to obtain an�12"minimum depth of topsoil or as noted otherwise 1.2 CONTRACTOR��COORDINATION � Schedule 40,threaded,coupled,and hot-dip galvaniied. Use 150�ib.�ated�.� . � acceptoble. Laterals�ahall.be tested-for one hour at 65�P.5.1:solely to reveal �� �The Contractor is responsible for�vandalism,theft,or damage to plant material� an the Plans. To soil ma alread exist In the� lantin oreas::.lnte rate �-�c`$61���4"dJZ��+�i�.r7�Ei�J � A. It ts tiie res onsibilit of the Landsca e Contractor to familiartze himself olvanized malleabie iron banded attern ftttin s. Wra an i ing or assembly flaws. The laterals are not expacted to hold au e'' until commencement of the maintenanee period. � P Y y P 9 � 9 p y p. 9 , p g p all galvanized pipe below Y P P 9 9 topsoil layer into su6so11 or existing compacted topsoil layer by ripping. {$��I����-�T47' with aii.grade dlfferences,locatfon of walls,retatning walls,ete.,and to grade with 2"wide,70 mil..plestic wrapping tape�(�50 Seotch wrap.or..equal). prassure. For testfng latarals,cap.risers.�or turn adjusting screws on.nozzlas�to . � • �-:�� .� Complete rough grading as necessary to round top and toe of all slopes,prov�dfng lewisiandscape@s6cgiotaal.net coordinate work with the General Contractor. C. Drlp tubing is to be as noted on plans. Use comp�ession flttings. ttie"off.positton,as appropriate. Repair any flaws dfscovered in malns or 1.6 REVIENS �aturalized contour(n to inte rate newl raded area with the euistfn to o ra h. � � � � laterals,then retest fn some fashion as outlined-in presence of�the Landscape� �� �A. Request the fallawing reviews 6y the�Owners Representative at least three(3) ��� 9� 9 ��� y 9--�� -�'� �� ��� 9 P 9 P y � � �� Verify that rough grading.is completed tn aceordance with.civ�l engineering. � 2.2 CONTROL WIRE Architaet unt11 all lines have been approved. Provide required testing equipment days Iri advance(ln:writing): (1) Rough grading(of landscape area) (2) Soil drawings and or an landsca e radln drawin s. Break throu h an com acted la re 1.3 DIMENSIONS AND SCALE A. Use type UF direct burial wire mintmum size//14,copper,U.L approved for and personnBl. test (3)'Veriftcation of incorporation depths (4) Flnish grade (5) Plant � y P 9 9 9 9 y P � - . � - . of subgrade material(somettmes left��from'building or paving pad��compaction)that A.� Dimensions are to take pracedence over scale at all times. Large scale details iR�yallon control use for runs�of 7000�feet or less. For.longer runs consult with � � � � .. . -'material quality approwl (6).�.,Plant materinl layout. (7) Plant pit sizes(prior . '� � �� are to take recedence over thosa at small scale. Dimenslons shown on lans ahall will not ailow water in planting areas to percolate through,causing a boggy,over P P Landscape Architect. Use 3M DBY Direct Bury wre Splice Kits or dry splice type 3.7 SYSTEM ADJUSiMENT to planting plants)::(8) Preliminary inspection (9) Flnal inspection(5 day ` be adhered to insofar as it is possible,and no deviation from such dimensfons e a 8 saturated soil candition. You may heve to use a backhoe or rotohammers to 6reak up wire connactors at spiices. No underground splices will be allowed without o A. The enttre sprinkler system shall be properly udJusted b f r ffnal aceeptance. advance notfce requi�ed) and turn soll to a m nimum de " eas of shall be made except with the consent of the Architect: The Contractor shall i pth of 12. If proposed planters qre in ar splice box. AdJustments shali include hut not necessartly be Iimlted to: (1) pdJustment of axisting paving or basarock,remove nt least 12"of material nnd bring in tap soil verffy all dimensions at the site and shall be solely responslble for same or . arc and distance control devices.on sprinklers,including changing�:nozzle slzes if. � ��PART�2�-PRODUCTS��� � .� � � - � � ' �'� `"� �� � deviattons from same. up to grade requirad by gradfng plan: RaugFi grading(n planting areas is to ha �. . �2.3 OTHER MATERIALS . necassary.to�assure proper coverage of planted areas.:� (2) Relocatlon�or cdditinn . � - � � such�_that when amendment is incorporated.and'the mulch is Installed,�the.grade wlll a 21 . A. Provide other materlals,not speafically described but requtred for a eomplete of sprinkler heads If neeessary to properly cover planted areas,w(thout eausfng 2.1 TOPSOIL N. 76 1.4 LAWS AND REGULATIONS ' be+-1"to flnish grade. � and propar installation,as selected by the Contractor subject to the approval of excessive wqter to be�thrown onto tiulldin.g,walks,paving,etc. .(3) :Throttling of A.��Native topsoil or import�landscape soil � � ��- �- � . �� , . ��e � � A. The Contractor shall conform to and abide b ail cit,eount,state and B. Sotl.Preparation: (1) Distribute soil(organic)amendment and fartilizer m Y Y y the Architect. autamatic valves as,necessary fo operate sprinklers at manufacturers recommended the amounts recommeniied by the:solls lab over all planttng areas unless noted federai building,labor and sanitary laws,ordinances,rulas,and regulations. pressure. (4) Adjuatment and testing of all automatic control devices to assure 22 NATIVE TOPSOIL = . 1 I Q, � �: �� � .,��� -� ���� � � otherwlse on the Plans. �(2) Rip and/or till the amendment and fertillzer into the . � � � . . thelr prope�.��function,�tioth autamatically and manually. (5) Installation�of��� A..Native soil on�sita�without admixture of subsoil,frea from rocks over two � �� ��� �� � '9j�.� � �Q-� 1.5 LICENSES AND PERMITS top 6"to 8"of sofl untll they are thoroughly m&ed in. Hand work'areas pF-� pop-up heads anywhere there is a chance of pedestrians or vehicles hitttng heads cubic tnches,debris,and other delete�lous materlal. Nat�ve topsoll Is to be inaccessi6le to mechanical aquipment. (3) Moisten to unlform depth for settlement A. The Contractor shall give all nottcas and procure and pay for all permits and pART 3-EXECU710N even if pop-ups are not shown'on the plan. (6) InstallaHon of check volves to stripped;stockpiled,and relnstalled. • � � - and regrade to estabiish�..elevetions��and slopes�indicated�on�Drawings. licensas that may be requfred.to complete the work. keep sprinkler head drafnage from erodfng landscape areas,wasting�water,or � � � . � � . . � � � 3.1 SURFACE CONDITtONS creating soggy spots..in the landscaping. . � . � _� . 23 IMPORT LANDSCAPE SOIL � � � � . . 1.6 SUBMITTALS A. Examine the areas and eondltfons under whlch the work of this Sectlon wlll be A. Import iandscapa soil must be tested and meet the following speeifleation: 3.3 FINISH GRAOING A. At the request of the owner or the Landscape Architact,submit manufacturers performed. Correct condltions detrimental to timely and proper completion of the 3.8 AS-BIJILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shcll make himself familiar with the site and grading plans and and/or supplier s specfftcations and other dota needed to prova complianca with the A. Re ularl u Sandy loam to loam do flnished radin work. Do not proeeed until unsatisfaetory conditions are corrected. g y pdate�a.print of the system noting any changes which are made 6y g g(n confo�monce wkh sald Plans and'as hereln spaclfled. specified requirements including certiflcates stating quantity,type,compositlon, dimensioning features below grade from surface features with at��least two 2 GRADING: B. Grades not otharwfse�tndlcated shall 6e Lniform levels a�slopes between points wei ht,and ori in of all amendments,chemicals,im ort soll, Innter mix, lonts, � SEIVE SIZE PERCENT PASSING SIEVE where elevatians are iven or betwean oints estatilished b walks,��avin curbs, 9 9 P P P 3.2 EXCAVATION dimansions. Prior to-�flnal approval,�-give the Owner 2 copies of clean blueprints 9 P Y P 9� and irrigation equipment used on the site. marked to show chan 25.4 mm(1") 95-100 or catch baslns. Flnlsh rades sholl be smooth,even,and on a uniform A. Trenches may 6e excavated either by hand.ar machine,but shall not be wider ges�during constr�etion. The most important feotures to mark on 9 .plane wlth 9.51 mm(3/8") B5-100 no abru t chan es of surface. Mfnor ad . � than Is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves,pressure lines,wires,and hose bibs. � � p 9 justments of flnish grades shall be made at 1.7 PRODUCT SUBSTITU'f10NS B. After tfie s te p P PP 53 Mtcron(270 mesh) 10-30 the direction of the Landsca e Architect,If re wred. exlsting water Ilnes,ut(Ilty Ifnes,and roots of pionts to be saved. ys m has been com leted,ins ected,and a roved,fnstruct the P 9�- A. Any product substitutions shall be requested in writing. The Londseape ' � Owners maintenance.�ersonnel in the o eration and maintenance�of the s tem. Give 3. CHEMISTRY�-SUITABILITY CONSIDERAitONS: C. All grades shall provtde for natural runoff of water withaut iow spots or B. Minimum depth of cover for 6uried pfpelines shall be: t. Eighteen(16)Inches P P YS Archttect must approve or refuse any substitutions in writing. Lack of written for mainline ressure i in 2 Ei htean 18 tha Owner com y g y•p � a• Salinity. Saturation Extract,Conductivity(ECe x 103�25 degree C.) tess ockets. Flowline a roval will mean the substitution is not a rovad. Any dlfference in cost to the � P .-P P�9' .. 9 �� )inches for 24 volt wiring from pleted:warrant cards for the irri atton e ui ment and ke to p g�ades shall be accurately set and ahall be not less than 2% than 4.0 radfent wherever ossible. Grades shall slo e awa from buildin foundatlons PP � PP �.'cont�olle�s to remote control valves. 3. Twelve(12)inches for�lateral controilers and hose��blbs. . . � 8 ; F . P Y 9 Contractor of a less�expensiva su6stitution shali be credited to the Owners �� �� ., �. b. Sod(um: Sodlum Adsorption Ration(SAR) Less than 9.0 unless otherwise noted on Plnns. �All finish grades(top of mulch)are 1"below distributton Iines. 4. Twenty-four(24)inches,minimum cover,with 6"sand c. Boran: Saturatton Extract Concentratfon Less than 1.0 PPM flnish rade'of walks, avementa,curbs,and valve boxes unless otherw)se noted. � � � bedding and.6"sand cover for any pipe or.wire sleeve under A.C.paving. SOIL PREPARATION AND PLANiING � � .�� � 9 . P . � � - C. Under existing paving,piping may be installed by�Jacking,boring,or hydraulic d. Reaetion: .pH of��Saturated Paste: 5.5-7.5 � �� . . 1.8 ERRORS AND OMISSIONS PART 1-GENERAL e. Ltme: less than 3�by weight' 3.5 MULCHING � � drlving exeept that no hydraulia driving wfll be permitted�.under asphalt eancrete � � � A. Reoultivate soils campacted by planting or other operations and smooth the � A. The Confractor shall not take advantage of any unintentfonal error or omission ovement most i es and s�eeves under A.C. 4. PESTS: p ( p p paving are to 6e instailed prior to soil areas prior to applying mulch. Mulch all planting areas to a depth as noted � in the druwings or spectfications. He will be expected to fumtsh all necessary installation of the paving). Where cutting or 6reoking of axisting pavement ts 1.1 DESCRIPTION a. The population of any single specles of plant pathogenic nematode: fewer than materials and labor that are necessar to make a com lete ob to the true intent �� 500� er int of soiL � � � � on plans. Thig depth�should he as per the plans even after being settled and y P j nacassary,secure permtssion from the Architect before eutUng or breakfng the A. The work Includes,but is not necessarily Iimited to,the fumishin9 of all P P � .� and meaning of these specificatians. Shauld there.be discrepancies in the drawings pa�ement,and then make necessary repafrs and replacements to the approval of the materials,equipment,and labar required to do the installatfon and complete 5. ORGANIC MATfER� � - � stepped on 30�days after installatian. Wafer lightly to sattla mulch. Do not or spectflcaUons,the contractor�:shall fmmedititely call the attention of the Architect and at no additional cost to the Owner. piacement of topsoil,fine grading,soil condittoning,and p�anting. � � a. Soil is to-have 596 40 10%�organic matter at below..18 inches in.depth. ' � bury ground cover with�mulch..Place and settle�mulch in such a way that it does. � . Archltect to���same and�.�.shall�receive the..complete instructtons in writing. � � � Soil is to��.have less than 30%organic matter at 0 to 18 inches in depth not get washed onto paving or�bloele drain swales or inlets. ,sp . 'K Organic matter to be less than 1"dia. Do not use mushroom eompost. � 3.3 INSTALLATION OF PIPE 3.6 WEED CONlROL A o A 1:9 INSPECl10NS/REVIEWS DEFINIiION 1.2 �UALITY ASSURANCE No noxiaus weeds are allowed. A. ins ection or observatfon as�used in these s eciftcations means visual A• Handling and assembly of pipe,ftttings,and accessories shall be by skilled p, plant Identification and Qualit � ��� � A. The Contractor is�esponsible for pre-emergent weed control. Follow the � P P Y 6. FERTILITY CONSIDERA�IONSc �� tradesmen ustng methode and tools approved by the manufacturere of the pipe and . � . monufacturer's dfreetions. The Contractor ts responsihle for the replacement of observation'ot materials,�equipment,or construction�wark on an intermittent basls 1. Plants a�e to be t�ue to name,with one of each bundle o�lot tagged with the n, Sail.is�to contatn sufficient quantities of availahle nitrogen,phospherous, � � � � equipment and exercising care to prevent damage to the materials or equ(pment. � . -• � � � - . any plants(other than weeds)that are hurt or killed due to tha misuse of weed � W� � � � . to determine��that the;work is in substontial conformonce with the contruct � name of the plants in�accordance with standards of practice of the American potassium,:-calcium,and magnesium to�support normai plant growth.�In the event of - � � � �doeuments�and�the desi n�fntent. Such ins ection.or�observation.does not 8. Metal pipe threads shall be sound,clean cut,and cored to full inside pssociation of Nurser en. In all coses,botanical namas take recedence over �� contro)produets or use�of the wrong product. Clay sotis can Increase the affect � W(,� . 9 P Y�^ P nutrient inadequacies,provisions shall ba made to add requtred mater(als to � � diameter. �Threaded Joints shall�be made up with the best quality pure foint � � . . .. : � �.: .. . of cartoin pre-emergents. Adjust the appltcation rate accordtngly. Some owners � ^ '� � constitute acceptance of the�work nor shnll it be ronstrued to relieve�the . � � .. common.nomes. overcome inadequacies�prio�to�planting. ��- � � � o � � compound.carefully and smoothly placed on tha male�threads only- � � � may prefer hand�weeding to chemical weed control althaugh it is usunlly more � V� � � � contractor in any way from his��responsib111ty for the.means and methods of � � � 2. Plants shall-be vigorous,of normal growth hahlt,free of dtseases,tnsacts, 7. COMPACTION' � � . �� throughout�the system. � . � . � � � � �� � �-� expensive. � conatruction or for safety on.the�constructlon�aite. Inspectlon.or observation .. � . -�� eggs,larvae,.excessive abrasions,sun scalds,or other objectionable. a. Compact the soil enough so�it doesn't settle�more when waiked on and not � . �9 �� . C. On plqstic threaded connections use the sealer recommended'by the manufacturer �d' � � wlll be done by the Landscope Architect anly if requested��by the�owner in writing. � � �.-. - . �. . disfigurements,and shall.conform to the standards�as outlined by tha Califomia significantiy ove[-time where.the flow of�drainaga will'be affected or soil needs�to be . � of the plastic�va�ve or fitting. Do not use�paste�seoler products.�on plastte ��� e '�" �� � � �� . 3.7 MAINTENANCE��� � - W This service will require a written contract for addittonai fees. Associetfon.of-Nurseryman. Tree trunks shall be sturdy and well hardened off. added. Don't over campact or work soll when it has too much molsture. � �uJ � � � valves.��Tighten plastic threoded connections with light wrench pressure only. '�'� � �' �� � - � A. Maintenance s{tall beqin immediately after each plant is installed. W a� � 0 �� All plants shail have nortnal well developed branch system,and vigorous,fibrous Dig bottom layer of import soil into exlsting soil. Compact In 6 inch Ilfts. � . . D.�Connections and cont[ols�shall be�.functionally as shown on.-the drawings,.but �- � � �� ��� �" - . . B. Maintencnce.will include: ��. �.. Z root systems whlch are not root tiound. Ground cover plants(rooted euttings)shall 24 ORGANIC SOIL AMENDMENT � ~ physioally sMall be the most d(rect�and�conven�ent method�while tmpasing the least � � � � �� .� � 1. Continuous�:operations of watering,weeding,cultivating,�ferttlizing, (n(� � have weli developed root:systems and be kept moist prlor to and during A. Redwood sawdust,0-1/4`In diameter,that is nitrogen stabllized by the � W � hydraulic friction. Install Iines in�plonting nreas whenever possibie. ��� � � spraNng,�insect,pest,fungus,and rodent control,and any other operations to y- �' W LANDSCAPE IRRIGATION . installation. Plants shall be nursery.grown and of size indicated on Drawings. supplier,and contains a wetting agent �Also see note on planting plan � � � � ❑ - E. Thread male PVC wnnections into metai female connections rather than tha � � � - � assure good nortnal growth. Ail plants not conforming to those-�requlrements will be considered defeetiva, - � �� � W IL opposite. 2.5 ORGANIC MULCH 2. Fertllizing: In addition to fertilizing of trees,shrubs and ground covers, q-J PART 1-GENERAL removed from the site and replaeed with acceptable new plcnts at the Contractors � N � � U� F. Interior of pipe flttings,and accessories shall be kept cieen at all times, ezpense. � � � A. 5ee Planting Plan herein speclfiad,fumish and apply any additionai fert111zers necessary.to 1.1 WORK INCLUDED and.all openings in piping runs shall be closed"�at the end of each days work or 3. Sod shall have a well developed root system. Yellowing,brown,.diseased, 2,6 PLANTER SOIL MIX malntain plantings in a heolthy,green vigoroua growing condition du�ing the � otherwise as necessary to prevent the entry of foreign materials. Bending.af � - � mafntenance perfod. � m�, � drted,or pest infested sod shall be rejected. Sod is to be eleonly mowed within A. See Planting Plan and Details. � A. The wark includes but is not necessarily Ilmited to the fumishing of all 9alvanized steel pipe wlll not be permitted. Install plastic pipe with the. 72 hours of delfvery to the site. Sod is to be delivered to the ske wfthfn 24 � 3. Weeding,Culttvating and Cleon Up: Planting areos shall be kept neat and free ::o�. markings turned up to 6e seen from above until the pipe is 6uried. 'Snake"the from debris at ali times and shall be cultivated and weeded at no more than 10-da � ? materials,equipments,and labor requfred to tnstall a complete irrigation system. hours after being harvested and installed immedlately after being delivered. Sod 2.7 BACKFILI FOR PLANT PITS Y �' pipa in the trenches so that there will be a smali amount of excess length in the � intervals. � shall not be stared on the site overnight. Any sod dalivered to the�site that A. For native soils with 5096 or more clay content-75�topsoil and 25%organic Ilne to compensate for contraction and expanston of the pipe. 4. Insect,Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot ba installed�the same day shall be�emoved and nat used on the site, amendment thoroughly mixed and incorporated together with no topsoil clods larger � in writfn to be free from defects ln material and workmansht for a eriod of one G. Place backFlll in 6"layers such that there wlll be no settling. .The top 6'of 4, Ground cover is to have well develo ed roots and�folia e. k��-is fo be rown in � the use of approved insacticides and fungicides. Moles,gaphars,and other g p p P 9 9 than t/2"diameter. In heavy clay soils or other solis with large clods this will soil is to be.the top sotl and soll amendment mixture, All backfill shall be free �� � � . rodents shall be controlled by traps,approved pellets fnserted�by probe gun,or � year from aceeptance of the work. The guarantee shall include repair of any trench and deliverad to the site in flats. � require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prtor to backfllling Jofnts. Obtain other approved means. � settlement occurring within the guarantee period,including related damage to � 1.3 SUBMI7TALS �. � � soils with less elay��content amend only the top 8'of the plant pit backfill as per � p : approval ot the owners.representattve before backfllling joints. , � � �� � 5. Protectlon: Work under this Sectlon shall include complete responsibility for - � paving,londscoping,or tmprovements of any kind. A. Provide the results of lab tests done on representativa samples of exlsting the soils lab recommandatiana p,m m 3.4 INSTALLATION OF EQUIPMENT soils and imported solla to be used for the top 12'or more of landscape area. maintatning adequate protection for all areas. Any damaged areas shall be '�a repaired at no additfonal expense to the Owner. 1.3 REVIEWS Teats are to be done tiy o reputable soils lab(i.e.,Perry La6,!Natsonville or 28 FERi1LIZER N�o A. Re uest the fallowin reviews rior to A. Flush iines clean prior to:Instollation of valves,sprinkler heads,or hose ��� '�� . � � �� � 6. Replaeements: Immediately replace any plant materfals that dfe or are 0 y._ q g p progressing with the work: (1) Layout � Santa Cla�a Sail and Plant Lab). Samples�to.be tested are to be.collected 6y lab A.�Fartilizer needs and amounts will be based on tha results of the soil test �. ��.: of s tem 2 De th of Ifnes rlor to backflllln 3 Covera e ad ustmant of all bibs. Install valves,:sprink�er heads,controllers,backflow preventors,hase :. . � � �� � � � � damoged. Replocements shall be made to the Specifleotions as required for g o��. YB �) P P 9�) 9 1 personnel. Soil samples are to be tested for. heads,valve boxes and o eration of s tem. bibs,and other equipment as per the Irrigation Plan and detai�s. � . �- �. . � � � original plantings. � � P YS . 1. Particle s(ze distributton(clay;silt,sond). . . B. Sod lawn areos(there is no lawn on the plan) � „ - � � � � 7. Hand Watering: Even when planting areas are watered with autometic .�m � 2. Agricultural suitability induding any excess.prohlems;i.e.,salinity . � � � ���. 1.4 WATER PRESSURE 3.5 ELEC7RICAl WORK irrigation,the soil surrounding tha plant pits can be motst while the (caictum,magnestum),,6oron,sod(um,pH IeveL � A. Verif the exlstence of the minimum acee table volume of water at the minlmum . A. The line�voltage wo�k�.sholl consist of connecting the controller to the nearast :.. .. ..�:,, � � � �.��. � 2.9 .PLANT MATERIAL SU8STINTES � sawduat/sand�root ball is dry. Thfs can cause the plants to deterlorate or not Y P �� -� �- -� � � 3. Fertility--amounts�of avallable nitrogen;��.potossfum,��phosphorous,Iron, � > .acce table d amtc ressure as er Ien at tha oint of connection at the earliest a�ailable 115�Yolt supply. �The.lfne.voltage connectlon shall be In conduit,in � . .. � � � . A. Substitutes will`�not be permitted except when proof is submitted that plants grow(even during the winter). The plants will do best(especially during fhe hot N P. Y� P P P P � � � �� magnesium,::coPper,zinc,and boron. � . � � accordanee��with local���eleetrical.-cade. Controllers mounted insfde bulldings can be �. . ;:, .�,. �� � s ecffted�are�-not cvatlable and:-then onl u on a rova�of the Landsca e Architeet� season)if they are hand watered deeply until their roots grow out into the , opportunity,reporting insufftcient volume and/or pressure to the Landscape , 4. Chemicals and/or poisons that would hinder plant growth. Tha owner ts to P - y P PP P Architeet Contraetor is res onsible for cost of installation of ressure re ulator Plugged into�outlets. The Ibw voltage work.�shali include all necessary wiring from ����- �.:� ' �-'� .�� .. -::.. and Owner. � . aurrounding aolL . P P 9 decide if tests for poisans will be done since there 1s a small chanee that any Projeet Number: 3.635 if ressure�exceeds�80 sf. the controller to the autamatic�sprinkler valves,�installed in accordence wkh the � . . � . . . . . .. � P � P exist and the cost,of`testtng for�them is expensive and difficult.�.. � - � � manufacturers recommendations. A loop of extra wire,a m(nimum of eighteen(18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTtON Dflt2: OCtOb2�14,2015 � � -. �a��be� " ' "��� An interpretation of tha test resuits and their affect.on plant performnnce done by .�-�, �� �.�� � � - -� . ��. � . inehes long:sh II ,.prowded at each automatic valve.�.,Appropriate expanston loops A. Provide other��materials,not���.s eci£call described but re uired for a com lete A. As soon as all the plantmg is installed,the Contraetor will request the 1.5 Ui1LIT1ES . . the lab staff or an approved horticultural consultant should be Included in the , ; P y 4 P , , , , Drawn by: GL shall�be provided throughout the-system to assura that no winng will be�under nnd�proper.installeUon,as�selected by the Contractor sub'ct to the a roval of Owners RepresentaUve(in wnting)to make a prelfminary�fnspectian.��The 30 A. Verify the location of all existing utllities and services in the line of work �.� . . . � re ort. The Owner is res onslble'�:for the cost of tnitial testin ond;for an � � PP � � � P a e v . Checked b: Checker before excavating. Take ali;precautianory measures necessary to avoid damaging etress. �.., � � additional:chemicals�.arid.�amentlments that'�are-re uired�that a e�-�not�airead i the�Landscape ArchRect.��� � � calendar day mafntenanca penod will start when the work(s approved. Replacement . . Y � B. All splices-and�connactions o��the 24 voit system�shall be,made using 3M DBY � � �.. ;; .�;.4 � r, y ncluded :-- . and/or repairs may be required for approval. The Contractor is to notify the� � ... � �� a In the Spedflcatfons or Drawtngs.'Soils tests must be done as soon as posslble ���p�` .��F��� .� p � � �BuFy-� i� � ain ir Pentite-connector,or�equaL � � � �� � Owner and�the Ownera RepresentaNve fn writing when the 30 day melntenance perlod � ,l���. €� €���s �fr`3L�. �� 8� �� ' ��°"�� and prior to ordering or installing soil amendments or plant mqterials. Plant PART 3-EXECU710N 1.6 ELECTRICAL CONNECTION � -���-•�+^�rina wherey ssible,s all be placed in the same trench with,and begins. : P' �� ���- �� �� ' �� ��<��- selectfons and soll amendment��specifications are:su6ject to�change�depending on cne . � Sheet Title: � kd, �n.. � longside of,the irrigation maln water Iine. _Tape and�bundle wire every ten feet. � . � A. Verify existence of 110 Volt 20 Amp.circuit for irri,gac�dQ�on�roller�,,(�,y� �$������° resuits of the sotl tests. 3.1 SURFACE CONDITIONS others at location �ote on lan for installation of eontroller All wiring placed undar paving shall be put in adequately sizad Sch 40 PVC pipe 3.9 FlNAL INSPECTION � ) 5. If bidding is done prior to soil fertility tests,bid 6 eu yds.of nitrolized A. Examine the areas and conditions under which the work of this Section will be I ND CAPE y�. ,� . � � � o, ,¢ sleeves prior�to�paving�operations. . . � � . � � � ..:- - �- . � � � ��-� . : A. At least 5 days prior to the antieipated end of the maintenance period,the �P'� � �, ' � -� � � ��� �� 9 . RWD sawdusY�and 76 Ibs.of 12-12-12:fertilize��per�1000 sq,ft.tilled or ilug tnto performed. Correet eonditions detrimental to timely and proper.completion of fhe � t Q� D.�Wire�for�24�volt control Iines shall be size#14 UF.direct hurial inl ation p� ��p ,� � �_ � � , Cantractor shall submit a written request for final(nspection. The planting -� � --^���-�-•����-�-�`�- - � s^--°��--�� . - . the top 6 to 8 of soil in all planting areas for bidding purposes bnly. Revise work. Do not proeeed until unsatisfactory eonditions are corrected. � „ �wire. �7nless�noted�differently on the pian,�common grounds shall be:�white,size .:.:. � .. � � areos shall be weeded,neat and clean. The work shall be occe ted h the Owner SPECIFICATIONS � .� ���� � - � -� � � ��- �� � � � bid when results of.soil fertllity teats a�e obtafned. . B. Weed and Oebrfs Removal�-All�graund areas to be pidnted shall be cleaned of P y #14 UF direct 6urial wire. For wire runs over 7000 feet consult with Landscape � � � all weeds and�debris prior to,any soil preparation or grading work. Weeds and exclusive of the plant materials upon written approval of the work by the Owners � Arehitect for wfre�stze. Under.no dreumstanees,on mukfple controller. � � � _ ��� � � � . � � . � Representative. ��Cr'4{.-=`"z';�5 � . installations,will a sin Ie common � � � � debris shall ba disposed�of off the sfte. . � � . . ���������� � g ground,shared by eech controller,be . . 6 4� ��pecmittedrsr6achacontroller shall have its own separate cammon ground wire.�, . . . k�� �a��'�.����i�.���'.�e�`,d �� � -��e � � ■ ���� .. a . . .. . . . � . . - � . � . . . . . . .. ..__ . . .. . .. � . 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