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Combined App.pdfPER 00 LO 0 ao 0 N O N A New Residence For: Sanjay Agarwal & Seema Mangla 10801 Gascoigne Dr, Cupertino, CA 95014 CODE INFORMATION JURISDICTION: ZONING: APN: LOT SIZE: HEIGHT RESTRICTIONS: SETBACKS: CUPERTINO R1-5 375-31-027 5,833+/- SF. 28'-0" 20'-0" FRONT SETBACK 5-0" SIDE SETBACKS 20'-0" REAR SETBACK MAXIMUM LOT COVERAGE: 45% OF THE NET LOT AREA AN ADDITIONAL 5% IS ALLOWED FOR ROOF OVERHANGS, PATIOS, PORCHES, AND OTHER SIMILAR FEATURES NOT ENCLOSED ON BY WALLS ON AT LEAST THREE (3) SIDES MAXIMUM FLOOR AREA RATIO: 45% OF THE NET LOT AREA SCOPE OF WORK THIS IS A 2624 S.F. NEW CONSTRUCTION SINGLE FAMILY DWELLING UNIT. WORK INCLUDES • DEMOLITION OF ALL EXISTING BUILDING AND GARAGE, WALK WAY, CON. PADS • REMOVE ALL UTILITIES INCLUDEING: ELECTRICAL PANEL, GAS METER, SEWER LINE, AND PLUMBING, HEATING SYSTEM. • CONSTRUCTION OF EXTERIOR WALLS. • CONSTRUCTION OF PARTITIONS. • CONSTRUCTION OF DOORS AND WINDOWS. • CONSTRUCTION OF ROOF AND CEILINGS. • NEW TANKELESS WATER HEATER. • NEW ELECTRICAL - PANEL 200 AMP. • NEW GAS METER, PLUMBING, HEATING SYSTEM • 4 BED ROOMS, 3 BATH, FULL KITCHEN, STUDY ROOM • FIRE SPRINKLERS SYSTEM. STIE IMPRVEMENT INCLDUES: NEW PAVED WALKWAY, DIRVE WAY, STONE WALK PAVERS, CONC. PATIO, NEW SEWER CLEAN OUT TO BE CONNECTED TO PUBLIC SEWER, ALL PLANTS AND TREE TO BE REMOVED. AND GRADING PROPOSED. DRAWING SYMBOL LEGEND BUILDING SECTION NUMBER SIM BUILDING SECTION 101 ROOM NAME WITH (PLAN) SHEET NUMBER FLOOR FINISH BUILDING SECTION A11 01; DOORTAG (ELEVATION) WINDOW TAG 1 REVISION TAG ELEVATIONS 101 1 WALL SECTION 101 LEVEL TAGS DETAIL NUMBER 1 IM DETAIL CALLOUT 101 SHEET NUMBER DRAWING TITLE I I 1 — DETAIL CUT SIM (PLAN/SECTION) 101 SIM RELATED DETAIL 101 101 NORTH ARROWS CUT BELOW OR ABOVE NOTE FOR CONTRACTOR: NAME IF ELEVATION — NAME ELEVATION 1 DRAWING NAME SCALE ROOM NAME FLOOR FINISH LEVEL NAME LEVEL ELEVATION 1 -190-7➢ 1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIO'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. OWNER Sanjay Agarwal & Seema Mangla 10801 Gascoigne Dr Cupertino, CA 95014 P: 408.839.6887 F: - E: agarwalsanjay@gmail.com CONTACT: Sanjay Agarwal PARCEL MAP O F F I C E O F C O U N T Y A S S E S S 0 R 29 wSQM VICINITY MAP SITE LOCATION 4 k,� DESIGNER Rolm Design Studio 5048 McCoy Ave. San Jose, CA 95130 P: 925.949.6052 F: - E: mehran@rolmdesignstudio.com CONTACT: Mehran Soltanzadeh S A N T A C L A R A COUNTY. C A L I F O R N I A y � T a83p oda tia ■ I N 47 Ir i 1t I W a0 1770 9° 49 1go 'JF G 110801 Gascoigne Drive 375 31 •'y 700, MWI�W LANRENCE E. STONE — ASSESSOR C°dostrd mcQ 1u asa�nail puposn aN} C&Vhd under R & T. Code, Sec. 321. Ef UUW Roll Yw 2017—WO DRAWING INDEX AND ISSUE DATES Sheet Number Sheet Name ARCHITECTURAL A0.00 COVER SHEET A0.01 GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -01 A0.05 CONSTRUCTION BEST MANAGEMENT PRACTICE A1.01 EXISTING AND DEMOLITION SITE PLAN A1.02 IMPROVEMENT SITE PLAN, AREA CALCUATION & DATA SHEET A2.03 IMPROVEMENT FLOOR AND CEILING PLAN A2.04 ROOF& DRAINAGE PLAN A3.01 WEST AND SOUTH ELEVATIONS A3.02 EAST AND NORTH ELEVATIONS A4.01 BUILDING SECTIONS A8.01 EXTERIOR PERSPECTIVES LANDSCAPE L1.00 LANDSCAPE PLAN SURVEY SU -1 SURVEY CIO Revision No. Date C) N CIO0 1 a) Q) CU 0 E Z)N cn O_ O0 � }' E �_ N L Z3 U) U O 1 5/13/2018 O O O O 2 6/19/2018 O 1 5/13/2018 O 1 5/13/2018 O 2 6/19/2018 ❑c F;DL li.�: '44A Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. Revisions Revisions Revision No. Date Description 1 5/13/20 PLANNING - 18 REV01 Description APPLICABLE CODES COVER SHEET - 2016 CALIFORNIA RESIDENTIAL CODE Project Date 03/23/2018 - 2016 CALIFORNIA BUILDING CODE /\ - 2016 CALIFORNIA MECHANICAL CODE 4r Drawn by RDS - 2016 CALIFORNIA PLUMBING CODE °`rrChecked by RDS - 2016 CALIFORNIA ELECTRICAL CODE - 2016 CALIFORNIA GREEN BUILDING CODE Project Number 180307 - 2016 CALIFORNIA ENERGY CODE Scale 1/2" = 1'-0" +tiftiws4►n Ave AOmOO CALGREEN SIGNATURE DECLARATIONS Project Name: A New Residence For Sanjay Agarwal & Seema Mangla Project Address: 10801 Gascoigne Dr, Cupertino, CA 95014 Project Description: NEW RESIDENTIAL SINGLE FAMILY HOUSE FOR 2625 SF. / 4 BEDROOMS, 3 BATH, STUDY, 2 CAR GARAGE SECTION 1 — DESIGN VERIFICATION Complete all lines of Section 1 — "Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Owner's Signature Date Owner's Name (Please Print) Sanjay Agarwal Design Professional's Signature Date Design Professional's Name (Please Print) Mehran Soltanzadeh Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Michael Chao Email Address for License Professional responsible for CalGreen compliance SECTION 2 — IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date Name of License Professional responsible for CalGreen compliance (Please Print) Phone Email Address for License Professional responsible for CalGreen compliance Page 5 of 5 N O O N O N ® Projects with aggregate landscape areas less than 2,500 square feet may comply with the MWELO's Appendix D Prescription Compliance Option. MATERIAL CONSERVATION AND RESOURCE Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, 4.106.2 Storm water drainage and retention during construction. Projects 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area conduits, or other openings in plates at exterior walls shall be protected which disturb less than one acre of soil and are not part of a larger common receiving resilient flooring shall comply with the VOC-emission limits defined in against the passage of rodents by closing such openings with cement mortar, plan of development shall manage storm water drainage during construction. the Collaborative for High Performance Schools (CHPS) Low -emitting concrete masonry or similar method acceptable to the enforcing agency. 4.106.3 Grading and paving. The site shall be planned and developed to Materials List or be certified under the Resilient Floor Covering Institute (RCFI) Construction Waste Reduction, Disposal and Recycling 4.408.2 Construction waste management plan. Where a local jurisdiction FloorScore program and UL GREENGUARD Gold. does not have a construction and demolition waste management ordinance, a 4.504.5 Composite wood products. Particleboard, medium density construction waste management plan shall be submitted for approval to the fiberboard (MDF), and hardwood plywood used in interior finish systems shall ❑X enforcing agency. comply with low formaldehyde emission standards. Building Maintenance and Operation 4.410.1 Operation and maintenance manual. At the time of final inspection, 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ,, .2 ENERGY EFFICIENCY an operation and maintenance manual shall be provided to the building breaks are also required to comply with CalGreen Section 4.505.2.1. General occupant or owner. 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units materials used in wall and floor framing is checked before enclosure. 17 4.303.1.3.2 Multiple Showerheads serving one shower. When a are constructed on a building site, provide readily accessible area(s) that Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the serves all buildings on the site and is identified for the depositing, storage and ❑ building are provided in every bathroom. collection of non -hazardous material for recycling, including (at a minimum) Environmental Comfort paper, corrugated cardboard, glass, plastics, organic waste, and metals, or sized and designed and equipment is selected using the following methods: meet a lawfully enacted local recycling ordinance, if more restrictive. 1. Establish heat loss and heat gain values according to ACCA Manual J or 17 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of A4.5 ENVIRONMENTALQUALITY 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. Fireplaces 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed psi. The minimum flow rate of residential lavatory faucets shall not be less or equivalent. wood -burning fireplace, or a sealed woodstove. INSTALLER ► ► • - QUALIFICATIONS Pollutant Control 4.504.1 Covering of duct openings and protection of mechanical equipment during construction. Duct openings and other related air X❑ distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks ® ❑ shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be 703.1 Documentation. Verification of compliance with CALGreen may compliant with VOC limits. include construction documents, plans, specifications, builder or installer 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings certification, inspection reports, or other methods acceptable to the enforcing shall be compliant with product weighted MIR Limits for ROC and other toxic ❑X compounds. be submitted to the Building Department after implementation of all required 4.504.2.4 Verification. Documentation shall be provided to verify that measures and prior to final inspection approval. compliant VOC limit finish materials have been used. CalGreen_2016.doe revised 11112017 Page 3 of 5 CalGreen 2016doe revised 11112017 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with MANDATORY FEATURE OR MEASURE Project Verification Requirements VOC limits. Planning and Design - Site Development 4.106.2 Storm water drainage and retention during construction. Projects 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area 180307 which disturb less than one acre of soil and are not part of a larger common receiving resilient flooring shall comply with the VOC-emission limits defined in plan of development shall manage storm water drainage during construction. the Collaborative for High Performance Schools (CHPS) Low -emitting ❑X 4.106.3 Grading and paving. The site shall be planned and developed to Materials List or be certified under the Resilient Floor Covering Institute (RCFI) keep surface water away from buildings. Construction plans shall indicate how FloorScore program and UL GREENGUARD Gold. site grading or a drainage system will manage all surface water flows. 4.504.5 Composite wood products. Particleboard, medium density 4.106.4 Electric vehicle (EV) charging for new construction. New fiberboard (MDF), and hardwood plywood used in interior finish systems shall ❑X construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate comply with low formaldehyde emission standards. future installation and use of EV chargers. Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ,, .2 ENERGY EFFICIENCY breaks are also required to comply with CalGreen Section 4.505.2.1. General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. standard design required by the California Energy Standards. materials used in wall and floor framing is checked before enclosure. 17 4.303.1.3.2 Multiple Showerheads serving one shower. When a Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the building are provided in every bathroom. Environmental Comfort 4.507.2. Heating and air-conditioning system design. Duct systems are sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or 17 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) psi. The minimum flow rate of residential lavatory faucets shall not be less or equivalent. INSTALLER ► ► • - QUALIFICATIONS Qualifications 702.1 Installer training. HVAC system installers are trained and certified in the proper installation of HVAC systems. 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the ❑X discipline they inspect and verify. Verifications 703.1 Documentation. Verification of compliance with CALGreen may 0 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets include construction documents, plans, specifications, builder or installer shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may certification, inspection reports, or other methods acceptable to the enforcing temporarily increase the flow above the maximum rate, but not to exceed agency which show substantial conformance. Implementation verification shall 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate be submitted to the Building Department after implementation of all required of 1.8 gallons per minute at 60 psi. measures and prior to final inspection approval. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and Page 4 of 5 CalGreen_2016.doe revised 11112017 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY ITEMS 1�01 COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION CUPERTINO ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - build ingOcupertino.orci PURPOSE: The 2016 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: Project Address: Project Description: Instructions: A New Residence For Sanjay Agarwal & Seema Mangla 10801 Gascoigne Dr, Cupertino, CA 95014 NEW RESIDENTIAL SINGLE FAMILY HOUSE FOR 2625 SF. / 4 BEDROOMS, 3 BATH, STUDY, 2 CAR GARAGE 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2016 California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification Requirements ,, .1 PLANNING AND DESIGN Planning and Design - Site Development 4.106.2 Storm water drainage and retention during construction. Projects Project Number 180307 which disturb less than one acre of soil and are not part of a larger common ❑X plan of development shall manage storm water drainage during construction. 4.106.3 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how ❑X site grading or a drainage system will manage all surface water flows. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. ,, .2 ENERGY EFFICIENCY General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum Specification for showerheads. standard design required by the California Energy Standards. 17 4.303.1.3.2 Multiple Showerheads serving one shower. When a Page 1 of 5 CalGreen_2016.doe revised 11112017 A4.3 WATERAND • ► • Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures RDS Checked by (water closets and urinals) and fittings (faucets and showerheads) shall comply Project Number 180307 with the following: X❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank -type Toilets. ❑X 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.125 gallons per flush. ® 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for showerheads. 17 4.303.1.3.2 Multiple Showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. 17 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. ® 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. ❑X 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 0 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. Outdoor Water Use 4.304.1 Outdoor potable water use in landscape areas. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options ❑ X❑ A local water efficient landscape ordinance or the current California Department of water Resources' Model Water Efficient Landscape Ordinance MWELO , whichever is more stringent; or Page 2 of 5 CalGreen_2016.doe revised 11112017 Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. cc O U O � O V � C O O Q U i C Cc O Q �O N c cm 00 T_ 0 T_ 1� cc Revisions Revision No. Date Description Description GREEN BLDG. RESIDENTIAL MANDATORY MEASURES -01 Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale A0m01 In the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or bayiands. Proper management of construction sites reduces pollution significantly. This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge into the storm drain prohibited It is unlawful to cause, allow, or permit to be discharged, any discharge not composed entirely of Stormwater to the storm drain system or to surface waters or to any location where it would contact or eventually be transported to surface waters, including flood plain areas, unless specifically called out in the Municipal Regional Permit as an exempt or conditionally exempt disdlarge. 9.18.070 Accidental Discharge All persons shall notify the Director of Public Works immediately upon accidentally discharging pollutants of concern to enable countermeasures to be taken by the City to minimize damage to storm drains and the receiving waters. Ill notification shall be followed, Wthin five(5) business days of the date of occurrence, by a detailed written staternent deschbi rig the causes of the acddentaI discharge and the measmes being taken to prevent future occurrences. Such notification will not relieve persons of liability for violations of this chapter or for any fines imposed on the Clty on account thereof under Section 13350 of the Califomia Water Code, or for vitiation of Section 5650 of the Califomia Fish and Wildlife Code, or arty other applicable provisions of State or Federal laws. 9-18-220 Violation* Any person who vitiates any provision of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of the City of Cupertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12-010, paragraph D, states*: Unless otherwise specified by this code, an infraction is punishable by, 1. A fine not to exceed $100 for a first vitiation 2. A fi ne not to exceed $200 for a second violation 3. A fi ne not to exceed $500 for a third violation of the same chapter within one year. 9.18.2140 Civil penalty for illicit discharges* Any person who discharges pollutants, in violation of this Chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty-five thousand dollars per day per violation for each day 1 n which such violation occurs. 'Excerpts - For complete CODE language refer to the City ofCupeftino Municipal Code, Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 rlucewaste.or_„;s www.recvclestuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-852-7550 (24 hrs) Report spills to 911 APPROVE TIMM BORDEN, RCt'46612 DIRECTOR OF PUBLIC WORKS General Construction and Site Supervision Storm Drain Pollution from Construction Acti vi ties Construction sites are common sources of storm water pollution. Materials and wastes that blow a asIn Into a st orm dram. gut ter of sit ree t have a duet: impact on local creeks and the Bay As a contractor, or site supervisor. owner or operator of a site. you may be responsible for any environmertal damage cawed by your subcontractors u employees. General Principles Keep an orderly site and a,sure good housekeeping practices are used. J Maintain equipment properly. J cover materials when they are not i7 use. ❑ Keep matenalsaway from streets. storm drains a nd d Tama ge than ne s ❑ Ensure dust control water doesn't leave site o r d rscharge to storm d far ns Advance Planning To Prevent Pdfution J schedule excavation and grading activities for dry weather periods. Tc reduce soi erosion ptanttemporarvvegetationorplace other erosion mntrds before rain be gats_ Use I rte Erasion and Sedv aeht Gorftr Manual. available from :he Regional Water Quality Control boa rd. as a reference. `.I Controi tate amount d r ncil f crossing your site (espeaaPj during excavaaonl) by using bermsor tenporaryor permanent drainage ditches to chveri water flow around the site. Reduce stormv`ate r runoff veloobes by constructing temporary check dans or berms where appropriate ❑ Trai n you employees and subcontractors. The cru can provide brochures about these issues foe you to dislrbute to %wrhers at your construction 511e. Inform yoursubcortmaors about t lie stomMer rr=gturemerits and "Li am respunsibtitit5s Use Bbeparg rcya Cean Bay. a cons trucbon best €Tianagement racbcc5 guide available at ourBuldng Dept counter Goad Housekeeping Practices J Desigrete one area of the site for auto park) ng. ve III refti 6 ng a nd rout ine e qui pment iiairttenarna The designa led are a sh ould be vel I atlrav from streams. or storm drain Inlets _ bern-ed if necessary hlakemapr repaysoff Ste ❑ To prevent off-site tracking of dirt, protide entrances with slabiizied aggregate surfams. Or provide a lire wash area. Ll Keep materials out of the rain — preveFit runoff contamnation at the source Cover exposed pr les cf 5 I or construction maleria is with plastic sheeting or temporary roofs Before It rains, sweep and remove materials from surfaces that drain to storm drains creeks, orchannels Cortain all litter, food wrappers, bottles ard r n cans- Racelidded t ash a d reC �clm 01115 y g around the site. Clean up leaks, drips and other spills mmedately soIhey de mat contamInatesoi or groundAeter or leave residue on paved surfaces. Use dry cleanup methoois whenever possible_ If you nest use water usejust encugh to keep the dust doom ❑ Cover and maintain duripsters Place dunrpste rs under roots or corer Guth tarps or pa%rc sheeli rig secured aroLrd the oulslde of the dumpster Neer clean out a dunioster by hosing it 6m%n on the ccnstru¢ian site. ❑ Place portable toilets awayfrom storm drains- Ilhake sure portable toilets are in goodworkrng cider Checkrraouen%, for leaks, Ma ton alsNVaste Hendfing J Practice Source Reduction--mninim waste AN n you order maiprals Eshm ,.e c2refuliy ❑ Recycle excess materials whenever possible such as concrete asphdl scrap metal sdvenlS. degreasers, clearedvegetation paper rock and tic hide m antena rim materials such as used oil. arrI tteeze. batteries. and urea www.reduceweste.org for info. IJ Dispose ofall wages properly Materialsthat cannot ore recycled musl be taken toan appropnatelamdfillordWosedofas hazardous r mlc. Never bury vssle materials or leave them in the street orneara cmekerstream bed Permits IJ In addition to dial grading and budding Wmits. ycu wit need to obtain coverage under the State's General Construction Activity Storma�ter Permt if y�aur construction si te's disturbed area totals 5 acres or more. Inforn-aton oil the GeneralPerrnt can be okitaried from the 12egional Watet Quality Cant rd Board. 7W criteria vAl change to one acre as of Mar. 2M03 ) Landscaping, Gardening, and Pool Maintenance Landscaping/Garden Maintenance Protect stockpiles anc landscaping materials from wind and rain by storing *hem under tarps or secured plastic sheeting. U schedulegradn9and excavation project5 during dry weather ❑ Use lemporarycheck dams or ditches to diver runoff away from storm drains. J Protect storm drains with sandbags, gravel - filled bags, straw waffles, or clher sediment controls ❑ Re -vegetation is an excellent form of erosion control for any site. J store pesticides. fertilizers. and other chemicals indoors or in a shed or storage cabi ret J use pesticides sparingly according to Instructions on tha labe Rlnseentpty containers. and use rinsewater as product. Dispose of rinsed errp,y containers rn the trash Dispose of unused pesticides as haza-dous waste J In Cuperlino.res identswith curbsidereevcling can collet lawn garden and tree trimmings tr. yardwaste toters. Yardwaste will be collected and composted by the city's contactors. Residents are encouraged to compost yardwasle on-site themselves. Or take yard waste to landfill where it will be composted j Landscape contra ctors should take clippings and pruning waste to a landfill that composts yard waste 113FIs Netwby island and ZankerRd. landfill are tie nearest). J Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Manylandscaping activities expose sails aced increase the likelihood that earth and garden chem cats wdlrun off mto the slorm drains during irrigaton orNhei ttfains Swimming pool water eontairing chbrine and copper -based algaecides should never be discharged to storm drams Th?sechefnicalsare toxic b aquatic life. Pool*ountain/Spa Maintenance i r Draining poo s o spas Wher its time to drain a pool spa. or'ourtlain please be stare to tail the Cupertino Sanitary Disirict before you start torfurlherguicance on flow rate restrictions. backflow prevention, and handing specs cleaning wasie (such as acid wash; Discharce flows shoulc be kept to the low levels typically possible through a garden hose. Higher low rates may be prohibited by local ordinance. J Never discharge pool or spa water to a street or storm drain: discharge to a sanitary sewer cleanout. J if possible. when emptying a poor or spa let chlorine dissipate for a few days and then recycleireu se water by draining it gradually onto a landscaped area. J Do not use copper -based algaecides. Control algae wtti chlorine or other alternatives. suchas sodrurr bromide. Filter Cleaning J Never clean a fitter in the street or near a storm drain. Rinse cartr{cge and diatomaceo.L s earth filters onto a dirt area, and spade filter residue into soil Dispose of spent dia b maceou s earth i n the garbage J If there is no suilable dirt area. call Cupertino5annany br instructions on discharging filter backwasn or nnsewaler to the sanitary sewer. Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities Soil excavation and grading operations Ieosen large amounts of soil that can flow or blow into storm crains when handled improperly. Sediments in runoff can clog stormd q rates smother aquatic life, and cestroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check d ares or roughened g round su rfaces. Practices During Construction J Remove existing vegetabon only when absolutely necessary Plant temporary vegetation for erosion control on slopes or where construction Is not immediately planned- Protect downslope drainage courses, streams, and storm drains with wattles. cr temporary drainage swales Use check dams or ditches to divert runoff around excavations Refer to the Regional Water Quality Control Boards Erosion and Sediment Coulee! Field Manual for proper erosion and sediment control measures L] Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Painting and Application of Solvents and Adhesives Storm Drain Pollution from Paints, Solvents, and Adhesives All paints, solvents, and adhesives contain chemicals that are harmful to wildlife In local creeks, San Francisco Bay, and the Pacific Ocean. Toxic chemicals may come from liquid or solid p rodu ds o r from cleaning res dues or rags, Paint material andwastes adhesives and Cleaning fluids should be recycled when possible. or disposed of properly to prevent these materials from flowing into storm drains and watercourses Handling Paint Products ❑ Keep all liquid paint products and wastes away from the gutter, street, and storm drains_ Painti g Cleanup J Never clean brushes or rinse paint containers into a street, gutter, storm drain. French drain, or creek. © Forwater-based paints. paintout brushes to the extent passible, and rnse into an inside sinkdrain that goes to the sanitary server J Foroil-basedpairds.paint out brushes tothe extent possible and clean Wth thinner or solvent Filter and reuse tlinnersand solvents. where possible. Dispose ofe)(cess liquids and residue as hazardous waste. J When tharougtilydry. empty paint cans. used brushes. rags. and drop doths may be disposed ofas garbage Paint Removal J taint chips and dust from non -hazardous dry stripping and sand blasting may be swept LIP Or collected in p€astir drop cloths and disposed of as trash J Chemical paint stripping residue, and chips and dUstfrpnl marinepaints, or paints containing lead, mercury or tributyl tin must be disposed of as hazardous wastes tread based paint removal requires a state -certified contractor. J when stripping or cleaning building exteriors with high-pressure water, block storm drains _ Direct washwater onto a dirt area and spade into sal. Or, check with Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain Sampling of the washwater may be required. Washwater from painted buildings constructed before 1978 cancontain high amounts of Lead, even if paint chips are not present. Before you begin stripping paint or cleaning pre -1978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory_ (See Yellow Pages for a state -certified laboratory_ ) J If there is loose paint on the building cr if the paint tests positive for lead. block storm drains Check with Cupertino Sanitary District to determine whether you may discharge water to the sanitary sewer. or if you must send it offsite for disposal as hazardous waste Paint Disposal, Return or D oration J Dispose of unwanted liquid paint, thinners. solvents. glues. and deaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm_ 299-73M)_ J Or Return to supplier. (Unopened cans of paint may be able to be returned. Check with the vendor regarding its "bl,y-ll policy.) J Donate excess paint (call 299-73ob to donate.) Roadwork IN r i and f Paving General Business Practices Ll Develop and implement erosion/sediment control pians for roadway embankments. Scheduleexcavahon and grading workduring dry weather. ❑ Check for and repair leaking eq u ipme nt ❑ Perform major equipment repairs at designated areas in yobs maintenance yard where cleanup is easier Avoid performing equipment repairs at construction sites. rJ When refueling or when vehiclelequipm ent maintenance must be done on site designate a location away from storm drake s an d creeks J Do not use diesel oil to lubricate equipm ent parts or clean equipment .,1 Recycle used oil, concrete. broken asphalt etc. whenever possible or dispose of properly. (www recycle stuff_com for list of recycling companies j Asphalt/Concrete Removal ..l Avoid creating excess dust when breaking asphalt or concrete L) After breaking up old pavement be sure to remove all chunks and pieces. Make sure broken paver, ent does not corn e in contact with rainfall or runoff Ll when making saw cuts. use as little water as possible Shovel or vacuo m saw -cut slurry and remove from the site Cover or protect storm drain inlets during saw -cutting. Sweep up. and properly dispose of. all residues. .] Sweep never hose down streets to clean tip tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavement removal happen right In the street. where there are numerous opportunities for asphalt, saw -cut slurry. or excavated material to illegally enter storm drains. Extra planning is requited to store and dispose of materials properly and guard against pollution of storm drains creeks and the Say During Construction ❑ Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materialsfrom contacting stermwater runoff Ll Cover and seal catch basins and manholes when applying seal coat. slurry seal_'og seal, or sim itar materials ❑ Protect drainage ways by using each dikes_ sand bags or other controls to divert or trap and filter runoff ❑ Never wash excess material from exposed - aggregate concrete or similar treatments into a street cr storm drain Collect and recycle. or d ispose to d in a tea ❑ Cover stockpiles (asphalt. sand. etc ) and other construction materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berm s ❑ Park paving machines over drip pans or a bsorbe nt m a to rial (cloth. rags etc ) to catch drips when not in use. ❑ Clean up all spills and leaks using dry" methods (with absorbent materials and/or rags), ordig up. remove. and properly dispose of contaminated soil L7 Collect and recycle or appropriately dispose of excess abrasive gravel or sand ??? ❑ Avoid over -application by water trucks for dust control. L/4 -CONSTRUCTION BEST MANAGEMENT PRACTICES DATE Dewatering Operations Storm Drain Pollution From Dewatering Activities Be sure to call your city's storm water inspector at 408-472-9907 before discharging water to a street gutter, or storm drain_ Filtration or diversion through a basin, tank, and sediment trap may be required. Reuse water for dust control, irrigation or another on-site purpose to the greatest extent possible. Check for Sediment or Toxic Pollutants ❑ Check for odors. discoloration or an oily sheen on groundwater. ❑ Ask your city inspector whether the groundwater must be tested by a certified labo ratory ❑ Depending on the test results, you m ay be allowed to discharge pum ped groundwater to the storm drain OR you may be required to discharge to the sanitary sewer or collect and haul the water off - site for treatment and disposal at an approp riate treatment facility. ❑ When discharging to a storm drain. protect the inlet using a barrier cf burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. ❑ Contact Cupertino Sanitary District at 253 -707 1 priorto discharging to the sanitary sewer Removal of BMP Facilities The Project Contractor is responsible for removal of all BMP Facilities located within the Public Right of Way jupon project final inspection. Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars that wash into lakes streams, or estuaries are toxic to fish and the aquatic environment. Disposing ofthese materials to the storm drains or creeks can block storm drains. causes serious problems and is prohibited by law. General Business Practices J Wash out concrete mixers only in designated washout areas in your yard. away from storm drains and waterways. where the water will flow into a temporary waste pit in a dirt area Let water percolate through soil anddispose of settled, hardened concrete as garbage. VV henever possible, recycle washout by pumping back into mixers Fpr reuse LJ wash out chutes onto dirt areas that do not flow to streets or drains Always store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materrals from wind J Secure bags of cement after they are open Be sure to keep wind-blown cement powder away from streets, gutters. storm drains. rainfall and runoff J Do not use diesel fuel as a lubricanton concrete fofms tools, or traders During Construction Don't mix up more fresh concrete or cement Than you will use in a two-hour period. J Set up and operate small mixers on tarps or heavy plastic drop cloths. J When cleaning up after driveway or sidewalk construction. wash fines onto dirt areas. not down the driveway orinto tree street or storm drain J Protect applications of freshconcrete and mortar from rainfall and runoffurbi the m ateria I has dr ied 7 Wash down exposed aggregate concrete only when the washwater can (1) flow onto a dirt area, i2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (31 be vacuumed from a catchment created by blocking a storm drain inlet If necessary, divert runoffwith temporary berms Make sure runoff does not reach gutters cr storm drains. J When breaking up pavement. be sure to pick Lip all the pieces and dispose of properly Recycle large chunks of broken concrete. See www red ucewaste. ofg for info cn recyclers J Never bury waste material Dispose of small. arnounis of excess dry concrete. grout. and mortar in the trash. J Never dispose of washout into the street storm drains, drainage ditches. or streams u Cr P-1 i r r _P1 Y`Vf ;Fk Cr 9-11 sa 0 3 RsaP e Wrr IJ N,1�6 3P ][Ir or 0 1 DEPARTMENT OF PUBLIC WORKS Heavy Equipment Operation Stormwater Pollution from Heavy Equipment on C o nstru ctio n S ites Poorly m aintained vehicles and heavy equipment that leak fuel_ oil. antifreeze or other flu ids on th e co nstruclion site are cam m on sou rtes of storm drain pollution. Prevent spills and leaks by isolating equipm en It fro in runotr c ha nnels, an d by watching for leaks and other maintenance problems. Remove construction equipment fro m the site as soc n as possible Site Planning and Preventive Vehicfe Maintenance J Designate o n a area of the can struction site. well away from stream s or storm drain inlets forauto and equipm enl parking refueling and ro.rlme vehicle and equipment maintenance Canlain lice area with berms. sand bags. or other b a rr ie -s Maintain all vehiciesandheavyegvipr ent to sp acl lrequ ently for a nd rep air leaks J Parlorfe m ajor maintenance. repair }obs ano vehicle and eci—pmenl washing art - s it e,wnere C u6 is a aster If you m;rs:Cram and replace motoroil ,radialor coma n or other fluids on site use drip pans or drop cloths to CatCh drips and spills Collect ani soenl tiu ds store in separate co�lao ers and properly dispose as hazardous wasleirecycre whenever possible). J Do not use dieseloilfo rubricate equipment parts or clean ecuipmeni Use only water fer any onsite clean Ing J Cover exposed fifth wheal hitches and other oiy or greasy eouipmentdurrng rain everts Spill Cleanup J Cleanup spills immediately J Neverhose down'•duty' pavementor impermeable sur ra ces w h e re Hu ids have spilleo Use dry cleanup methods (absorbent m atenals cat lilter ancrer rag 51 whe never possible and properly dispo so v r ab so rbenl n• ateria I5 J Sweep up spirted dry in alerrals immediately. Never a:te mpt to wash them away"with waler or bury III J Use as little water as possible fog dust corrtroi Ensure water used doesn I ieave silt or discharge to storm grain5 J Clean up spills vn dirt areas by digging tip and prape.ly disposing ofcontamirtated sail J Ca11911 for significant spills J I1 the spill poses a significant hazard to II health and salety property or the environm end you m ust also report it to the State Office of Emergency Services, Small Business Hazardous Waste Disposal Prgm Businesses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use this program. Call 408-299-7300 for a quote. Ape' amut I rl�,trr Runirrl Polluriun Prcv'cmion Program UPDATED SEPTFMBE.R 2016 SHEET: OF SHEETS F ; D _OA410) Rolm Design Studio Mehran Soltanzadeh mehrangrolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. CQ 0 U CM o � c Q U CQ as to � Q �O Cc C� cm o Q CD 0 CQ 1� CQ CA Revisions Revision No. Date [:Description Description CONSTRUCTION BEST MANAGEMENT PRACTICE Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale A0.05 AE RC i LO 0 N O 0 N O N MULTI TRUNK ACACIA 20'-0" HT TO BE REMOVED DUE TO CONFLICT W/ OVERHEAD UTILITIES -/7 CONC PATIO TO BE REMOVED I/ I I 1 / 6" L\ 0 I / 18 / I I � / I STEP BE r L I QVED 24" O I STEP/ I /I B E I STORAGEJ REIv6VED BE E9 V 1 111 I CONC II 0 5 10 20 SCALE: I" 10' ALL EXISTING STRUCTURE, CONC. WALKWAY, DRIVEWAY, GAS METER, ELECTRICAL PANEL, SHURBS, TREES, TO BE REMOVED JACENT HOUSE OF -112.1 EXISTING AND DEMO SITE PLAN 1 " = 101-011 CONC ROLLED CURB -- ---- GASCOIGIVE DRIVE A ALL WORK DESCRI BED IN THE DRAWINGS -9 -ALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND COMPATI BI LITY TO THE EXISTING SITZ=. ANY DI SCREPANG ES AND UNEXPECTED CONDITI ONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIOS ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK I N THE AREA OF DISCREPANCI ES UNIT L ALL SUCH DISCREPANCI ES ARE RESOLVED. I F THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDI NG AT HIS OV\AN RI SK OM SSI ONS FROM THE DRAWL NGS AND SPEC FI CATI ONS OR THE M SDESCRI PTI ON OF THE WORK VU-il CH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH I S CUSTCMARI LY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMI NG SUCH OMITTED OR MS-DESCRI BED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRI BED IN THE DRAW NGS AND SPEC FI CATIONS. SITE CONDITIONS ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERT FY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEI R WAJRK. FAI LURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK I F ANY VARIATI ON, DI SCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOT FY RCLM DESIGN STUDI O 1 N VVRITI NG AND OBTAI N WRITTEN RESOLUII ON FROM ROLM DESIGN STUDIO PRI OR TO PROCEEDING WTH ANY RELATED WORK B. EXCAVATION ACT1 VITT ES ASSOCIATED WTH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650496-5953. -5953. ANY CHANGES SHALL BE APPROVED BY THE SANE C. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BY OV\NER PRIOR TO COMMENCEMENT OF DEMOLITION WORK D. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION. E. CONTRACTOR SHALL TAKE NECESSARY PRECAUl10NS TO PREVENT DAMAGE TO CONSTRUCTION TO REM IN OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED F. THE OV\NER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE GMVERS REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE 0V\ANER THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. G. REMOVE MISCELLANEOUS EQUI PIVENT ATTACHED TO WALLS, FLOORS OR CEI LI NG WHERE INDICATED. H. REMOVE FLOORING AND BASE THROUGHOUT U.N.O. 1. WHERE REMOVAL OF FLOOR COVERT NGS AND WALL BASE ARE REQUI RED, RENUVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOL111ON INCLUDES OFADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTI ON. J. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROVIDE BARRICADES OR RIBBONED -OFF ZONES. K ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN CIANERS BUILDING AT SPECIFIED LOCAII CN. ITEMS TO BE RE -USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAI NTED OR REPAJ RED AS REQUI RED PRI OR TO INSTALLATION. L. ITEMS NOT TO BE RETAINED BY CIA NER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTORS DCPENSSE. THE STOCKPILING OF EXCESS MATERIAL ON-SITE W LL NOT BE ALLOWED. M DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WIRING BACK TO SOURCE FOR AL1 EQUIPMENT AND LI GH l NG TO BE DEMOLISHED. N. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXI S11 NG UT1 LI11 ES TO REMAIN. O. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING WORK P. CASCOI C IE DR IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN PLACE FORA PERIOD OF THREE YEARS. I VVER, EXCEPTIONS CAN BE GRANTED WTH PROPER PAVEIVENr RESTORATION SUCH AS SLURRY SEAL. THEREFORE, ADDITIONAL COST MAY BE ADDED TO ANY U11 LITY WORK I N THE PAVEIVENT. Q I F THE PROJECT DAMAGES THE CI YS SI DEWALK OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTI VIII ES, THE PROPERTY GMNER W LL BE RESPONSI BLE TO REMOVE AND REPLACE ANY DAMAGES AS DI RECTED BY THE PUBLIC WORKS I INSPECTOR AN ENCROACHMENT PERMIT W LL ALSO BE REQUI RED. R PUBLIC WORKS NOTES: • 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OMER ANDIOR CONTRACTOR OF THE RESPONSI BI LITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAI NED THEREI N. I F DURING THE COURSE OF CONSTRUCII NG IIVPROVEIVFNTS, PUBLIC INTEREST REQUIRES A MOD FICAIICN OF/ORA DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MOD FI CATI ON OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR • 2) CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAJNAGE, AND PUBLIC I NPROVFJVFNTS. • 3) ALL PUBLI C I IMPROVEMENTS MIDST BE COMPLETED PRI OR TO OCCUPANCY. • 4) CONTRACTOR I S RESPONSI BLE FOR DUST CONTROL AND ENSURI NG THE AREA ADJACENT TO THE WORK I S LEFT I N A CLEAN CONDITION. • 5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRI OR TO ACCOIVPLI SHI NG ANY WORK OR REMOVING ANY TREES. • 6) UT1 LIZE BEST MANAGEMENT PRACTICES (BIVPS), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOL. • 7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT ENT CONTROL PLAN SHALL BE PROM DED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL 15. • 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. • 9) ALL DOV"SPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. • 10) PRI OR TO BEG NNI NG ANY WORK WATHI N THE PUBLI C RIGHT OF WAY, THE CONTRACTOR VN LL BE RESPONSI BLE FOR PULLI NG AN ENCROACHMENT PERMIT FROM THE PUBLI C WORKS DEPARTMENT. ABBREVIATION AD AREA DRAIN A. E. ANCHOR EASEMENT AC ASPHALT CONCRETE BRI BRICK C /G CURB & GUTTER C CONCRETE DI DRAIN INLET EE FINISH FLOOR GRADE EL FLOWLINE GM GAS METER LG HP OF GUTTER MB MAIL BOX P.U.E. PUBLIC UTILITY EASEMENT P.S.E. PUBLIC SERVICE EASEMENT SDMH STORM DRAIN MANHOLE SSC0 SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE S/W SIDEWALK TC TOP OF CURB TRC TOP OF ROLLED CURB W.C.E. WIRE CLEARANCE EASEMENT WM WATER METER - SS 0-0 0 PG&E 0 WM/GM N WV 0 MH 0 CO PPS OH - 200 MON (D LEGEND PROPERTY LINE CENTERLINE UTILITY LINE -TYPE AS NOTED STREET LIGHT UTILITY BOX -TYPE AS NOTED WATER/GAS METER WATER VALVE CURB CATCH BASIN FIRE HYDRANT MANHOLE -TYPE AS NOTED SANITARY SEWER CLEANOUT POWER POLE W/ OVERHEAD WIRE BENCHMARK CONTOUR LINE MONUMENT TREE -TRUNK DIAMETER IN INCHES SPECIES NOTED WHEN KNOWN GUY WIRE F; 0 •)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. CQ o U � � O V � C Q U cc 4 0 Q •0 N CD00 Q C) 0 1� COD Revisions Revision No. Date Description Description EXISTING AND DEMOLITION SITE PLAN Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1" = 10'-0" AlmOl i N O 0 N O N LIVING AREA: GEN A+B+C+D+E+F+H+J+K+L+M+N+O = 2,197 SF. A ALL V�,ORKDESCRIBED INTHE DRAWINGSSI-ALLBEVERIFIED FOR DIfVENSION,GRADE, EXTENT, AND COMPATIBILITYTOTHE EXISTING SITZ=. ANY DI SCREPANG ES AND UNEXPECTED CONDITI ONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN EGARAGE: 42 7 S F . THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIOS ATTENTION IMMEDIATELY DO NOT PROCEED WITH THE WORK I N THE AREA OF DISCREPANG ES UNIT L ALL SUCH DISCREPANG ES ARE RESOLVED. I F THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDI NG AT HIS OVMN RI SK CMI SSI ONS FROM THE DRAWL NCS AND Q = 290 SF. 2 NEW LANDSCAPE SPE�FICATIONSORTHEMSDESCRIPTIONOFTHEWORKMICHISMANIFESTLYNECESSARYTO C:ARRYOUTTHEINTF1Vr OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH I S CUSTOMARI LY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR _ FROM PERFORMI NG SUCH OMITTED OR MS-DESC R BED DETAILS OF THE WORK PS IF FULLY AND COMPLETELY SET FORTH AND DESCRI BED I N THE DRAW NGS AND SPEC FI CATIONS. SITE CONDITI ONS: ALL CONTRACTORS AND SU&CONTRACTORS 5 R" x 8° 3 0' 0 0 "E 5 0.0 0' °2 � SHALL VERI FY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO OF THEIR WORK FAI LURE TO DO SO o�. SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTI MATT NG THE WORK I F ANY VARIATI ON, DI SCREPANCY OR 13 67 ' OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE 5' P . CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN VVRITI NG AND OBTAIN WRITTEN RESOLUTION o FROM RCLM DESIGN STUDIO PRI OR TO PROCEEDING WITH ANY RELATED WORK - - F B. EXCAVAION ACTTVITT ES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 1 OTEET oti N FROM THE EXISTING STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 6505953. ANY NEW LANDSCAPE 2 k - cn o x o \ CHANGES SHALL BE APPROVED BY THE SAME mi o_ C. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BY OMER PRIOR TO OR DEMOLITION ADJACENT OAR NEW 6" CON. SLAB TO BE y WORK E LEVED INSIDE n D. CONTRACTOR SHALL MAINTAIN THE BUILDING INAWEATHERTIGHTCONDITON. o ° E. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMWGE TO CONSTRUCTION TO REMAIN OR lond:i �ra�*�*�ra�*�* 11 4) OCCUR ED AREAS MERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REOUI RED. 2 F. THE OMNER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OMNERS REPRESENTATIVE. THE CONTRACTOR SHALL - 0" X11 � � '� o o� r BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND10R ITEMS NOT RETAI NED BY THE OJ�INER x 1 THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. j� x oti° G. REMOVE MISCELLANEOUS EQUI RVFUNT ATTAC-IED TO WALLS, FLOORS O R CRI LI NG WHERE INDICATED. x //o H. REMOVE FLOORING AND BASE THROUGHOUT U.N.O. ' x0 1. WHERE REMOVAL OF FLOOR COVERT NGS AND WALL BASE ARE REOUI RED, REMOVE ONLY MATERIAL NECESSARY TO 2 1. .r.*-i-■�r�*�r�rWIN m COMPLETEDEMOLITION. ION. DEMOL111ON INCLUDES OFADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMoJNING 2'-0" r !� NEW ELEC. PANEL REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCII ON. j f !� J. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. I PROVIDE BARRICADES OR RIBBONED -OFF ZONES. 6 " I ��•��°��r°■ j z !� ; K ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN C7J�INERS BUILDING AT SPECIFIED LOCATION. ° I I F1 : 'I ITEMS TO BE RE -USED ARE TO BE GLEANED, PATCHED, REFINISHED, PAI NTED CR REPAI RED AS REOUI RED PRI OR TO I �L■�1. (E) 6' HT. WOOD FENCE INSTALLATION. 18 ,- '� - - - , L ITEMS IOBE RETAINED BY CIANER SI-IALL BE LI NG OF EXCESS MATERIAL DNI- IS TE VU DISPOSED OF BY CONTRACTOR AT THE CONTRACTORS EXPENSE. THE STOCKPILING M DISCONNECTAND REMOVE ELECTRICAL EQUIPIVFNTAND WIRING BACK TOSOURCE FORALL E UIPIVFNTAND LIGHTING NEW GAS METER TO BE DEMOLISHED. ■ I �i ' '� N. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE W H 1oti i / � Lam_ 1 L al � ' PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXI SII NG Ull LIII ES TO REMAIN. ■ ■ j 11 j O. CONTRACTOR SHALL COORDINATE ALL DEMCLITI ON WORK WITH APPROPRIATE UTILITY COMPANIES PRIOR TO STARTING c WORK P. CASCOI GNE DR IS RECENTLY TLY PAVED; THEREFORE, A STREET CUT MORATCRI UVI IS IN PLACE FORA PERIOD OF THREE ■ YEARS. 1 K7J+-V IXCEPTICxNS CAN BE GRANTED WITH PROPER PAVEIVENT RESTORATIOXN SUCH AS SLURRY SEAL. 1 THEREFORE, ADDITIONAL COST MY BE ADDED TO ANY UTI LITY WORK I N THE PAVEMENT. 5' - 0" vJ Q. I F THE PRO IECT DAMAGES THE CITY'S SIDEWALK OR CURB AND GUTTER AS RESULT OR CONSTRUCTION ACTIVITIES, THE SIDE SETBACK 01 o PROPERTY O MNER W LL BE RESPONSIBLE TO REMOVE AND REPLACE ANY DAMAGES AS DI RECTED BY THE PUBLIC WORKS 1 : ■ INSPECTOR AN ENCROACHMENT PERMIT WI LL ALSO BE REQUIRED. 1 ; : R PUBLIC WORKS NOTES: SID 51-01, , - 0 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OI MNER ANDIOR CONTRACTOR OF THE RESPONSIBILITY FOR THE 1 j E SE TBACK CORRECT ONS OR MISTAKES, ERRORS, O R OMISSI ONS CONTAINED THEREIN. IF DURING THE COURSE CR CONSTRUCII NG IMPROVEMENTS, PUBLIC INTEREST REQUI RES A MOD FI CATI ON OF/OR A DEPARTURE FROM THE CITY OF CUPERTI NO 1 � ADJ c v! ■ AC EIS SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENG NEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH 1 I■�.�■�..��.�� ' ROOF_ 1 MODIFICATION OR DEPARTURE AND TO SPEC FY THE MANNER IN WHICH THE SAME IS TO BE OOMPLETED, AT THE SOLE 1 �+ EXPENSE OF THE OMNERAND✓O R CONTRACTOR 2) CONTACT PUBLIC WORKS, (408)T7-7-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. ■ I r 3) ALL PUBLIC IMPROVEMENTS MIJST BE COMPLETED PRI O2 TO OCCUPANCY. NEW UHT. WOOD FENCE i'Z4) CONTRACTOR IS RESPONSI BLE FOR DUST CONTROL AND ENSURI NG THE AREA ADJACENT TO THE WORK IS LEFT I N A MATCH TO EXISTING II -�UTICN. ■ J� NEW +6' HT WOOD FENCE �+��7••= ■ 4 5) CONTRACTOR SI TALL REVI EW CITY IDEAL 6-4 ON TREE PROTECTION PRIG TO ACCOIVPLI SHI NG ANY WORK C2 n MATCH TO EXISTING REMOVING ANY TREES 1 6) UTILIZE BEST MANAGEMENT PRACTICES (BMPS), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, MIC -I DISTURBS THE SOL. - — — — ��••�' - — — — — — 7) A WORK SCHEDULE OF GRADI NG AND EROSION & SEDIMENT ENT CONTROL PLAN SI -TALL BE PROM DED TO THE CITY ENG NEER ■ �o ' o BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRI L 15. ins Y x 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. • 9) ALL DDA NSPOUTS TO BE RELEASED TO THE GROUND SURFACE, D RECTED AWAY FRCM BUI LD NG FOUNDATI ONS AND 2 _0. DIRECTED TO LANDSCAPED AREAS. U 20'- 0" 2 10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIG -IT OF WAY, THE CONTRACTOR W LL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. NEW LANDSCAPE m 1 0 1 MAIN SUB FLOOR - AREA 1/8" = 1'-0" CONC. PATIO 425 SF STONE WALK 266 SF 266 X 50% = 133 S.F. FRONT AND SIDE LANDSCAPE 518 SF REAR LANDSCAPE 1001 SF JI ®® SIDE LANDSCAPE U00 344 SF STONE WALK 83 SF 83 X 50% = 42 S.F l F ! — FRONT LANDSCAPE 1 nA . F DRIVE WAY AND ENTRANCE 461 SF SITE - AREA 1"=201- " TOTAL LANDSCAPE 1967 SF. X 25% = 491.75 SF. > 349 TOTAL TURF AREA 2 NEW SEWER CLEAN OUT CONNCETED TO PUBLIC SEWER o oo61 �E)SIDEW AL � 100 --- �- GAS COIGNE DR SITE PLAN 1 " = 1 0'-0" ALL BROKEN OR UPLIFTED CURB, GUTTER, AND SIDE WALK TO BE REMOVED AND REPLACED - NEW LANDSCAPE DATA SHEET LOCATION: 10801 Gascoigne Dr EXISTING USE: SINGLE FAMILY RESIDENTIAL APPLICANT: SANJAY AGARWAL PROPOSED USE: NEW SINGLE FAMILY RESIDENTIAL PROPERTY OWNER: SANJAY AGARWAL ZONING: R1-5 Residential Low Density (1-6 DU/ac) Rancho Rinconada 4 BEDROOMS, STUDY ROOM, 3 BATHROOM, 2 CAR GARAGE ZONING ORDINANCE SF FT FT 20'-0" MIN DEVELOPMENT STANDARD PROPOSED DEVELOPMENT LOT AREA 5,833 SF LOT WIDTH 55.00 FT. LOT DEPTH 109.21 FT. FRONT SETBACK 20'-0" FT. REAR SETBACK 20'-0" FT. 10'-0" ** MIN S.-0" MIN LEFT SETBACK 5'-0" FT. RIGHT SETBACK 5'-0" FT. S.-0" MIN FLOOR AREA FT LIVING AREA GARAGE 2,197.00 SF 427.00 SF TOTAL FLOOR AREA 2,624.00 44.9% SF 2,625.00 45%MAX. OVERHANGE/BAY WINODW 259.00 SF COVERD FRONT PORCH 31.00 SF LOT COVERAGE 2,914.00 SF 44.9%+5% 2,915.00 SF 45%MAX. BLDG. HIEGHT 20'-0" FT 28' FT LANDSCAPING 1,967.00 34% SF PAVING 1,061 18.2% SF PARKING 2 COVERED SPACE 2 COVERED SPACE DEFINE BASIS FOR PARKING 2 COVERD SPACE/ 1 UNCOVERED SPACE AT DRIVEWAY TREES # OF EXISTING heritage TREES 0 # OF NOW heritage 1 # OF NEW TREES 8 # OF EXISTING heritage TREES TO BE REMOVED 0 # OF NOW heritage 1 TREES TO BE REMOVED TOTAL # OF TREES 8 ** Subject to Chapter 19.12, if, after the reduction, the useable rear yard area is not less than 20 times the lot width as measured from the front setback line. LOT WIDTH 55'X 20 = 1100 S.F. PROPOSED REAR YARD 1434.00 S.F. > 1100 S.F. F; 0 •)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. Revisions Revision No. Date Description 2 6/19/20 PLANNING 18 COMMENTS Description IMPROVEMENT SITE PLAN, AREA CALCUATION & DATA SHEET Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale As indicated A1.02 MAIN FLOOR - REFLECTED CEILING PLAN 1/8" = 1'-0" N 0 0 N O N A3.01 2 c9 MAIN FLOOR PLAN 1/4" = 1'-0" A3.021 J01 I� v Lo N M Lt > = A- A ALL VVORK DESCRI BED IN THE DRAMANGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, AND OOVPATI BI UTY TO THE EXI STING SITE. ANY DI SCREPAN IES AND UNEXPECTED CONDI II CNS THAT AFFECT OR C-W\IGE THE UORK DESCRI BED I N THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIOS ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OV\N RISK OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MI SDESCRI PITON OF THE WORK VMI CH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAVM NGS AND SPECIFICATIONS, OR MI CH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK FALURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE VMDRK. I F ANY VARIATT ON, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN VMPIII NG AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIOR TO PROCEEDING WITH ANY RELATED WORK. B. ALL EXTERIOR LI GHTS VM LL BE SHIELDED AND DO \NNARD DIRECTED. C. EXCAVATION ACTIVITIES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE EXI SIT NG STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISION CONTACT 650-496-5953. ANY CHANGES SHALL BE APPROVED BY THE SANE. D. DRYER VENTI NG SHALL TERM NATE ON THE EXTERI OR OF THE BUI LD NG AND WI LL HAVE A BACK DRAFT DAMPER (FLAPPER). SCREENS SHALL NOT BE PERMITTED OR INSTALLED AT THE DRYER VENT TERMINATION. CLOTHES DRYER VENT PIPES SHALL NOT PASS THROUGH OR EXTEND I NTO TO DUCTING OR PLENUMS. DRYER DUCTING SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY I MIDEDE THE AI R FLOW OR CATCH LI NT, YET MUST BE FASTENED AND SEALED SUBSTANTIALLY AI RTI GF -f f AT EACH JOI NT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE) E. A MI NI MUM OF A 4-I NCH DIAMETER DUCT IS REQUIRED. F. CLOTHES DRYER VENT DUCTS SHALL BE METAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. AN APPROVED FLEX] BLE DUCT CONNECTOR OF NOT MORE THAN 6 FEET I N LENGTH MAY BE USED TO CONNECT THE DRYER TO THE DRYER VENT PI PE. FLEX] BLE DUCT CONNECTORS SHALL NOT BE CONCEALED VMTHI N THE CONSTRLICT11 ON. (FLEX DUCT CONNECTORS SHALL NOT PASS I NTO OR THROUGH A CONCEALED SPACE. THI S I NCLUDES CABI NETS, WALLS AND ATI C SPACES). G. A DRYER VENT DUCT SHALL NOT EXCEED THE MAXI MUM LENGTH (HORIZCNTAL AND/OR VERTI CAL) OF 14 FEET I NCLUDI NG TWO (90 - DEGREE) TURNS WITHOUT A MECHANICAL UPGRADE. TWO FEET OF LENGTH SHALL BE DEDUCTED FOR EACH ADDITIONAL 90 -DEGREE TURN. H. MOVABLE EQUIPMENT, FURNITURE, ETC, SHALL BE REMOVED BYOMER PRIOR TO COMMENCEMENT OF DEMOLITION WORK I . CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERTIGHT CONDITION. J. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO CONSTRUCTION TO REMAIN OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR DO ENSI CNS ARE REQUIRED. K THE OMER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OMERS REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL REMOVAL OF CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE OMVER THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. L. REMOVE MISCELLANEOUS EQUI PIVENT ATTACHED TO WALLS, FLOORS OR C-1 LI NG WHERE INDICATED. M REMOVE FLOORING AND BASE THROUGHOUT U. N.O. N. WHERE REMOVAL OF FLOOR COVERT NGS AND WALL BASE ARE REQUI RED, REMOVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOLITION INCLUDES OF ADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REVK)VAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTI ON. O. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROM DE BARRICADES OR RI BBCNED-OFF ZONES. P. ALL ITEMS FOR RE -USE SHALL BE STORK BY CONTRACTOR ON SITE IN CMERS BUILDING AT SPECIFIED LOCATION. ITEMS TO BE RE- USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAI NTED OR REPAI RED AS REQUI RED PRIOR TO I NSTALLAII ON. Q ITEMS NOT TO BE RETAINED BY OMER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTORS E)TENSSE. THE STOCKPI LI NG OF DCCESS MATERIAL ON-SITE WI LL NOT BE ALL OED. R DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WI RI NG BACK TO SOURCE FOR ALL EQUI R/EN f AND LI9-M NG TO BE DEMOLISHED. S. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL ENS nNG UTI LITI ES TO REMAIN. T. CONTRACTOR SHALL COORDI NATE ALL DEMOLITION WORK WITH APPROPRIATE UTI LITY COIVPANI ES PRI OR TO START] NG VMORK. 2 4 A3.021 Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. CQ O o 0 U o c m � Q U Cc r- Q �O all N CQ cm o o 0 1� CQ CA SCHEME 07 Revisions Revision No. Date Description Description IMPROVEMENT FLOOR AND CEILING PLAN Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale As indicated A2mO3 PRE -CAST ( (I 6 E i ROOF AND DRAINAGE 1/8" = 1'-0" NOTES: "Gascoigne Dr. is recently paved; therefore, a street cut moratorium is in place for a period of three years. However, exceptions can be granted with proper pavement restoration such as slurry seal. Therefore, additional cost may be added to any work in the pavement." "If the project damages the City's sidewalk or curb and gutter as result of construction activities, the Property owner will be responsible to remove and replace any damages as directed by the Public Works Inspector. An encroachment permit will also be required." E -CAST CONC. SPLASH BLOCK (N) 8" AREA DRAIN W/ GRAVEL FILTER -OPED IPE CONC. SPLASH BLOCK DO I� A ALL WORK DESCRI BED IN THE DRAWL NGS SHALL BE VERI FI ED FOR DIMENSION, GRADE, EXTENT, AND COMPATI BI LITY TO THE EXISTING SITZ=. ANY DI SCREPANG ES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRI BED IN THE CONTRACT DOCUIVFNTS SHALL BE BROUGHT TO THE ROLM DESIGN STUDIOS ATTENTION IMIVEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDI NG AT HIS OVM RISK OMISSIONS FROM THE DRAVM NGS AND SPEC FICA II ONS OR THE MISDESCRIPTION OF THE WORK MI CH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWL NGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARI LY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAI LS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCIR BED IN THE DRAWL NGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERI FY DI MENSI ONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK FAI LURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. I F ANY VARIATI ON, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXI STl NG CONDITIONS ARE FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY ROLM DESIGN STUDIO IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM ROLM DESIGN STUDIO PRIORTO PROCEEDING WITH ANY RELATED WORK B. ALL EXTERI OR LIGHTS W LL BE SHEI LDED AND DOMNARD DI RECTED. C. EXCAVATI ON ACTI VITI ES ASSOCIATED WITH THE PROPOSED SCOPE OF WORK SHALL OCCUR NO CLOSER THEN 10 -FEET FROM THE Da SIl NG STREET TREE, OR AS APPROVED BY THE URBAN FORESTRY DIVISI ON CONTACT 650496-5953. ANY CHANGES SHALL BE APPROVED BY THE SAME. D. DRYER VENA NG SHALL TERM NATE ON THE D(TERI OR OF THE BUI LD NG AND WI LL HAVE A BACK DRAFT DAMPER (FLAPPER). SCREENS SHALL NOT BE PERMITTED OR I NSTALLED AT THE DRYER VENT TERM NAIL ON. CLOTHES DRYER VENT PI PES SHALL NOT PASS THROUGH OR EXTEND INTO TO DUCTING OR PLENUMS. DRYER DUCTING SHALL NOT BE FASTENED WITH SCREW TYPE FASTENERS WHICH MAY IMPEDE THE AIR FLOW OR CATCH LINT, YET MUST BE FASTENED AND SEALED SUBSTANTIALLY AI RTI GHT AT EACH JO NT. (AN APPROVED FASTENING SYSTEM IS ALUMINUM DUCT TAPE) E. A MI NI MUM OF A 4-I NCH DIAMETER DUCT IS REQUIRED. F. CLOTHES DRYER VENT DUCTS SHALL BE METAL AND SHALL HAVE A SMOOTH I NTERI OR SURFACE. AN APPROVED FLEXIBLE DUCT CONNECTOR OF NOT MORE THAN 6 FEET I N LENGTH MAY BE USED TO CONNECT THE DRYER TO THE DRYER VENT R PE. FLEA BLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITHIN THE CONSTRUCTION. (FLEX DUCT CONNECTORS SHALL NOT PASS INTO OR THROUGH A CONCEALED SPACE. THI S I NCLUDES CABI NETS, WALLS AND ATII C SPACES). G. A DRYER VENT DUCT SHALL NOT EXCEED THE MAXI MUM LENGTH (HORIZONTAL AND/OR VERT] CAL) OF 14 FEET I NCLUDI NG TWO (90 - DEGREE) TURNS WITHOUT A MECHANICAL UPGRADE. TWO FEET OF LENGTH SHALL BE DEDUCTED FOR EACH ADDITIONAL 90 - DECREE TURN. H. MOVABLE EQUI RVFNT, FURNITURE, ETC, SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. I . CONTRACTOR SHALL MAI NTA] N THE BUI LD NG I N A WEATHER TIGHT CONDITION. J. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO CONSTRUCTION TO REMAI N OR OCCUPI ED AREAS WHERE VAR] OUS SYSTEM CONNECTI ONS OR DCTENSI ONS ARE REQUI RED. K THE OMNER WILL RETAIN SALVAGE ITEMS AS DESIGNATED BY THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSI BLE FOR THE LEGAL REMOVAL OF CONSTRUCII ON DEBRI S AND✓OR ITEMS NOT RETAI NED BY THE OMER THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF SALVAGE ITEMS WHICH MAY BE REUSED. L. REMOVE MISCELLANEOUS EQUI PM ENT ATTACHED TO WALLS, FLOORS OR C=1 LI NG WHERE INDICATED. M REMOVE FLOORING AND BASE THROUGHOUT U. N.O. N. WHERE REMOVAL OF FLOOR COVER] NGS AND WALL BASE ARE REQUI RED, REMOVE ONLY MATERIAL NECESSARY TO COMPLETE DEMOLITION. DEMOLITION INCLUDES OF ADHESIVES, GROUTING BEDS, ETC.; AND REQUIRES REMAINING REMOVAL SURFACES TO BE PREPARED FOR NEW CONSTRUCTI ON. O. CONTRACTOR SHALL PREVENT ACCESS OF UNAUTHORIZED PERSONS TO PARTLY DEMOLISHED STRUCTURES OR AREAS. PROM DE BARRICADES OR RIBBONED -OFF ZONES. P. ALL ITEMS FOR RE -USE SHALL BE STORED BY CONTRACTOR ON SITE IN OWNERS BUILDING AT SPECIFIED LOCATION. ITEMS TO BE RE -USED ARE TO BE CLEANED, PATCHED, REFINISHED, PAI NTED OR REPAI RED AS REQUIRED PRIOR TO I NSTALLATI CN. Q ITEMS NOT TO BE RETAI NED BY OIMNER SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTORS D(PENSE. THE STOCKPI LING OF D(CESS MATERIAL ON-SITE W1 LL NOT BE ALLOJ\ED. R DISCONNECT AND REMOVE ELECTRICAL EQUIPMENT AND WRING BACK TO SOURCE FOR ALL EQUI PIVFNT AND LI GHII NG TO BE DEMOLISHED. S. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PRCIJECT CONSTRUCT] ON. CONTRACTOR SHALL PROTECT ALL EMS n NG UTILITIES TO REMAIN. T. CONTRACTOR SHALL COORDI NATE ALL DEMOLITION WORK WITH APPROPRIATE Un LITY COMPANI ES PRIOR TO STARTING WORK U. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSI BI LITY FOR THE V. CORRECII ONS OF M STAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. 1 F DURI NG THE COURSE OF CONSTRUCTI NG IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION O=/ORA DEPARTURE FROM THE CITY OF CUPERTI NO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENG] NEER SHALL HAVE THE AUTHORITYTO REQUI RE SUCH MOD] FICA, nON OR DEPARTURE AND TO SPEC FY THE MANNER IN WHICH THE SAVE IS TO BE COMPLETED, AT THE SOS D(PENSE OF THE OWNER ANDIOR CONTRACTOR W CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. X ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. Y. CONTRACTOR IS RESPONSI BLE FOR DUST CONTROL AND ENSUR NG THE AREA ADJACENT TO THE WORK I S LEFT I N A CLEAN CONDITION. Z CONTRACTOR SHALL REM EW CITY DETAI L 6-4 ON TREE PROTECTI ON PRIOR TO ACCOMPLI SHI NG ANY WORK OR REMOM NG ANY TREES. AA UTILIZE BEST MANAGEMENT PRACTICES (BIMPS), AS REQUI RED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOL. AB. A WORK SCHEDULE OF GRAD NG AND EROSI ON & SEDI NEW CONTROL PLAN SHALL BE PROM DED TO THE CITY ENG] NEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL 15. AC. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLICWORKS INSPECTOR FOR FINAL INSPECTION. AD. ALL DO MNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. AE. PRI OR TO BEG] NNI NG ANY WORK W1THI N THE PUBLI C RI GHT OF WAY, THE CONTRACTOR VSA LL BE RESPONSI BLE FOR PULLI NG AN ENCROACHMENT PERMIT FRCM THE PUBLIC WORKS DEPARTMENT. AF. "GASCOI GNE DR IS RECENTLY PAVED, THEREFORE, A STREET CUT MORATORI UM I S I N PLACE FOR A PER OD OF THREE YEARS. HCV\EVER, EXCEPTIONS CAN BE GRANTED WITH PROPER PAVEJVENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE, ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEIVENT." AG. "IF THE PROJECT DAMAGES THE CTYS SIDEWALK OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OJbNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY DAMAGES AS DIRECTED BY THE PUBLIC WORKS INSPECTOR AN ENCROACHMENT PERMIT WILL ALSO BE REQUIRED." TABLE "A" Residential Single Double Single Family Multiple 16' 18' 22' 24' Checked by RDS Project Number Commercial One way Two way min 20' max 24' min 24' max 32' WEAKENED PLANE JOINT OR CUT JOINT 1/8" WIDE, 2" DEEP ON 8' O.C. <P SIDEWALK S�opE Hyl Pavement to be flush with lip of gutter—_ 2' 5' 5/8" Lip �& I 1 ' SECTION A - A / SIDEWALK Sv�eP1 `91. 3TRUCTION JOINT 6� MOTES: 1. Concrete driveways not mandatory in industrial zones when sidewalks not constructed. 2. Score marks not to exceed 4'-0" O.C. Use mechanical separator at every other score mark. 3. Finish to be light broom 4. Sidewalk to be replaced when new drive— way is placed. 5. Edge of driveway shall be a minimum of 4' from property line. 6. If on—street parking is permitted, driveway shall be flush with gutter. 7. Running slope shall be 7.57 In no case shalll running slope exceed 8.337. 6" commercial or industrial w/ #4 rebar 18" O.C. both ways 5" residential A. 4" Class II Agg. ° a base material with a 95% relative compaction DRIVEWAY DETAIL - MONOLITHIC SIDEWALK CITY OF CUPERTINOI STANDARD DETAILS APPROVED BY: CITY ENGINEER REVISED 6/2016 DATE:6/ 2-9 PC I 1-21 Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. cc O U � � O C C a) CL U Cc C Q �O N c cm O O O r 1� cc Revisions Revision No. Date Description Description ROOF& DRAINAGE PLAN Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1/8" = 1'-0" WEST ELEVATION 1/4" = 1'-0" SOUTH ELEVATION 1/4" = 1'-0" i co c� N O O N O N Clay Tile Roof L AA J R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream - LRV 58 - Sherwin Williams R13 High density fiberglass batt insulation in 2x4 exterior --A f..... -A ....,II ...,..iFi..� TOP RIDGE � 17'-7" MAIN T.O. PLATE 12'-4" R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams MAIN SUB FLOOR 2'-4" P RIDGE � 17'-7" 1 MAIN T.O. PLATE � 12'2' - 4" 1 IN SUB FLOOR 2'-4" F; 0 in) Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. CQ LOo rn U 40 o cc mCA 0 CL U i C C Q �O N cm o o 0 1� Ca Revisions Revision No. Date Description 1 5/13/20 PLANNING - 18 REV01 Description WEST AND SOUTH ELEVATIONS Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1/4" = 1'-0" R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams 2 i Tile NORTH ELEVATION 1/4" = 1'-0" R13 High batt insul exterior wood fray typical thi finish / CI LRV - EAST ELEVATION 1/4" = 1'-0" Clay Tile Roof 01 K_ 0 1MININ _01-01- NNUIN111 2 A4.01 typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams 0 6'-0" o 10 0 R13 High density fiberglass LO Lo 6' - 0" `n. batt insulation in 2x4 -lipf 11 exterior wood framed wall cavities _ typical throughout/ Stucco 001 :001 :. ':: finish / Color Fresco Cream N N MAIN SUB FLOOR -- � —I I I' .• I I -- — 21 I I I n SITE -AREA —_ I1 I II III III III I III II°" 1--:::l I I—III—III—III—III—III—III—I I �— I I—III—III—III—III—I ' i—III—III—III—III—III—III—III—III—III—III—III—I I I— R13 High density fiberglass batt insulation in 2x4 wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams lay Tile Roof P RIDGE � 17'-7" V ). PLATE � 12'-4" V rglass ities acco ;ream iams 3 FLOOR � 2' - 4.. 1 AREA � 0.. 1 F; 0 in) Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. o LO C) U � � O V � C CA Q U i C C Q �O N cm o T_ 0 T_ 1� CA Revisions Revision No. Date Description 1 5/13/20 PLANNING - 18 REV01 Description EAST AND NORTH ELEVATIONS Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1/4" = 1'-0" MAIN FLOOR DOOR SCHEDULE Mark I WIDTH I HEIGHT I COMMENTS 1.1 2'-6" 8'-0" 7' - 0" 2.1 2'-6" 6'-8" Casement - Window - Fiberglass White - Anderson 3.1 2'-6" 6'-8" 1 4.1 5'-0" 6'-8" 2' - 6" 5.1 16'-0" 8'-0" Bay Window - Fiberglass White - Anderson Slider Window - Fiberglass White - Anderson 5x6 5.2 2'-6" 6'-8" 1 5.3 3'-0" 8'-0" 3' - 0" 5.5 8'-0" 8'-0" 51-011 5.6 5'-0" 6'-8" 001 008 5.8 3'-11" 6'-8" 3' - 1" 6-011 5.9 3'-11" 6'-8" Window -Casement Fixed -Andersen -E Series 3x5 6.1 2'-6" 6'-8" 1 8.1 12'-0" 10'-0" 3' - 0" 9.1 2'-6" 6'-8" Window -Gliding -Andersen -100 Series 2x3 10.1 2'-6" 6'-8" 1 11.1 2'-6" 6'-8" 3' - 0" 12.1 2'-6" 6'-8" Window -Gliding -Andersen -100 Series 2x3 14.1 3'-0" 6'-8" 1 15.1 4'-0" 6'-8" 3'- 0" 17.1 5'-0" 6'-8" Slider Window - Fiberglass White - Anderson 3x1.5 84 4'-7" 8'-0" 1 Grand total: 21 TYPE MARK MAIN FLOOR WINDOW SCHEDULE TYPE SECTION 1 1/4" = 1'-0" SILL Height Width HEIGHT 2 A4.01 5/8 GYPSU OVER VAPOR BARRIER ON CEILINGS TYPICAL THROUGHOUT INTERIOR Great Room 003 N 5/8° GYPSUM OVER VAPOR BARRIER ON F� CEILINGS TYPICAL THROUGHOUT INTERIOR in o lay Tile Roof TOP RIDGE � 17'-7" V N T.O. PLATE � 12'-4" V R13 High density fiberglass batt insulation in 2x4 0 1.1 exterior Fayer 10.1 6.1 wood framed wall cavities typical throughout/ Stucco (_01 2-1/4" Hardwood flooring finish / Color Fresco Cream LRV 58 - Sherwin Williams over rosin paper - - - MAIN SUB FLOOR t SITE -AREA � a t ' - e concrete III III III III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III 013 Garden - Window - Fiberglass White - Anderson 51-0" 7' - 0" 4' - 0" 1 215 Casement - Window - Fiberglass White - Anderson 3' - 6" 2' - 6" 31-611 1 215 Casement - Window - Fiberglass White - Anderson 3' - 6" 2' - 6" 31-611 1 003 Bay Window - Fiberglass White - Anderson Slider Window - Fiberglass White - Anderson 5x6 5' - 0" 7' - 5" 31-011 1 001 51-011 61-011 3' - 0" 1 001 Slider Window - Fiberglass White - Anderson 5x6 51-011 6'- 0" 3'- 0" 1 001 008 Slider Window - Fiberglass White - Anderson 5x6 Window -Casement Fixed -Andersen -E Series 3x5 5' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 1" 6-011 1 1 008 Window -Casement Fixed -Andersen -E Series 3x5 3'- 0" 3' - 0" 5' - 0" 1 008 Window -Casement Fixed -Andersen -E Series 3x5 3' - 0" 3' - 0" 5' - 0" 1 011 Window -Gliding -Andersen -100 Series 2x3 2' - 0" 31-011 3' - 1" 1 011 Window-Gliding-Andersen-100—Series 2x3 21-0" 3' - 0" 3'-l" 1 011 Window -Gliding -Andersen -100 Series 2x3 2' - 0" 31-011 3' - 1" 1 012 Slider Window - Fiberglass White - Anderson 3x1.5 2' - 0" 3'- 0" 6'- 0" 1 012 Slider Window - Fiberglass White - Anderson 3x1.5 Z-011 3' - 0" 5' - 8" 1 027 Slider Window - Fiberglass White - Anderson 4x5 4' - 0" 5' - 0" 41-411 1 026 Window-Gliding-Andersen-400—Series 5x3 3'- 0" 5' - 0" 5' - 0" 1 023 Window -Casement Fixed -Andersen -E Series 3x2 2 1' - 6" 2' - 6" 71-211 1 023 Window -Casement —Fixed -And ersen-E Series 3x2 2 1' - 6" 2' - 6" 71-211 1 023 Window -Casement Fixed -Andersen -E Series 3x2 2 1' - 6" Z-611 71-211 1 020 Window -Casement Fixed -Andersen -E Series 3x2 2' - 0" 2' - 6" 41-911 1 022 Fixed 30" x 24" 2 4' - 6" 2' - 6" 21-611 1 020 Window -Casement Fixed -Andersen -E Series 3x2 21-0" 2' - 6" 41-911 1 024 Fixed 30" x 24" 3 2' - 6" 2' - 6" 2' - 6" 1 024 Fixed 30" x 24" 3 2' - 6" 2' - 6" 2' - 6" 1 215 Casement - Window - Fiberglass White - Anderson 31-611 2' - 6" 31-6" 1 198 C04 3' - 2" 1' - 10" 1 198 C04 3'-2" 11-1091 1 198 C04 31-211 19-1091 1 197 C01 2' - 3" 11-1011 1 198 C04 3'-211 19-1091 1 198 C04 31- 2" 11-1011 1 029 Fixed 72" x 18" 1' - 6" 6'- 0" 7" 1 029 Fixed 72" x 18" 1' - 6" 6' - 0" 7" 1 Grand total: 34 5/8" GYPSUM OVER VAPOR BARRIER ON CEILINGS TYPICAL THROUGHOUT INTERIOR R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco C m LRV 58 - Sherwin Willi s 5/8" GYPSUM OVER Clay Tile Roof VAPOR BARRIER ON CEILINGS TYPICAL T ROUGHOUT INTERIOR M M / o / Ntdien Great Roan C� 81 0 o Study LFH�� 2-1/4" Hardwood flooring over rosin paper 5/8" GYPSUM OVER VAPOR BARR,IE ON CEILINGS TYPICAL THROUGHOUT INTERIOR TOP RIDGE � 17'-7" V MAIN T.O. PLATE 12'-4" V R13 High density fiberglass batt insulation in 2x4 exterior wood framed wall cavities typical throughout/ Stucco finish / Color Fresco Cream LRV 58 - Sherwin Williams SECTION 2 1/4" = 1'-0" MAIN SUB FLOOR SITE -AREA 0" F; 0 !1)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. cc lllllll� LO o rn U 4 o cc � y m � CL U i C C 0 Q�O V C� cm o ao 0 Ir - ca Revisions Revision No. Date Description Description BUILDING SECTIONS Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1/4" = 1'-0" AXONOMETRIC NORTHEAST AXONOMETRIC NORTHWEST i AXONOMETRIC SOUTHEAST F; 0 in) Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. III Revisions Revision No. Date Description Description EXTERIOR PERSPECTIVES Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale CQ 141)o rn U cc o mcoo � Q U C C i Q �O N CDC) T- 0 1� COD Revisions Revision No. Date Description Description EXTERIOR PERSPECTIVES Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale VEGTABLE BOX L LEDGE STONE AT ALL 2' HT. PONY WALL i LO N 0 0 N O N FT PH MA FT RESERVED AREA FOR VEG. BOXES FT FT FT FT u, PONY WALL 24" HT W/ LEDGE STONE MULCH �: PH STONE WALK - 2' - NEW ' -NEW 6' HT. FENCE AJ AJ PH FRONT YARD LAWN /GRASS 18855 NEW SEWER CLEAN OUT CONNCETED TO PUBLIC SEWER - NEW STREET TREE MA LANDSCAPE PLAN 1 it = 10'-0" 5• _ 0.. -7 PH PH PHI MA PH PH 100 10'-9" CON. SLAB TO BE LEVIED WITH INTERIORS Mi NEW CON.>:.:.-., DRIVE WAY N -GASCOIGNE DR 24" HT. PNOY WALL W/LEDGE STONE AND RESSERD LIGHTING PH PH PH 1 �Il li?ate •: F�If ill�� :f J BASKETBALL COURT Heat reflective materials and UV additives molded into each tile 0.. PH 13' 2" _.-..:. PH -------------- PH NEW ELEC. PANEL PH PH NEW GAS METER PH PH �� AJ PH 10791 it) FL NT INC 4 f fRfRICi?4A'fi f ON NOTES: 1. CONTRACTOR 5HA+LL PE RE5PON51 BLE FOR MA<I NC HIMSELF FAMILIAR WITH ALL EA5EMENT5, UNDERC ROUND UTI L I TI E5, P I PE5 AND 5TRUCTURE5. CONTRACTOR 5HALL TAKE SOLE RE5PON5181 L I TY FOR ANY C05T INCURRED DUE TO DAMAC E OF 5A•1 D UT I L. I TI E5. 2. DO NOT NILLFULLY PROCEED KITH CONSTRUCTION AS DE515NED HHEN IT 15 OBV I OU5 THAT UN<NONN O155TRUG7I ON5, AREA D I SCREFANGI E5 AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNONN DURI N5 DE51 GN. SUCH COND I TI ON5 SHALL BE IMMEDIATELY BRDUC HT TO THE ATTENTION OF THE OViNER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL '�ECE55ARY REV I51 ONS DUE TO FAILURE TO 01VE 5UGH NOTIFICATION 3. LAND5GAFE ARE.A5 5HALL DRAIN AAAY FROM ALL 5UILPIN65 AND FA.CILI7IE5 AT 2% MIN. FOR 5' 4. ALL PLANT MATERIAL SHALL BE OF NURSERY QUALITY AND BE GUARANTEED FOP, THREE MONTH5. 5, ALL FLANT MATERIAL SHALL 5E APPROVED FOR QUALITY BY THE OWNER ANDIOR LANDSCAPE ARCHITECT PRIOR TO IN57ALLATION. 6, FINAL LOGAT 1 ON OF ALL PLANT MATERIAL SHALL BE 5UE3JEC7 TO THE APPROVAL OF THE OWNER. 7. 501L PREPARATION: - ROTOTILL THE FOLLOWING AMENDMENTS 6" INTO THE SOIL AT RATES I ND I GATED PER 1,000 SQUARE FEET FOR ALL PLAN71 NO AREA AND SOD AREA5, - 6 CUBIC YARDS NITROGEN 5TA51 L I ZED 5ANDU57 OR EG?UAL. - 125 LB5. 5RO-POWER PLUS OR EQUAL PRE PLANT FERTILIZER. S. PLANT P 1 T5 5HALL BE 2X THE ROOT BALL 51 ZE WITH "TO% NATIVE SOIL AND 50% AMENDMEN75 WITH PLANT TABLETS OR OTHER FRE PLANT FERTILIZER. 1q. ALL PLAN -75 SHALL HAVE A 2" MIN. KATERINC BERM AROUNID THEM WITH ROOTBALLS PLANTED HIGH_ 10. TREE5 ARE TO BE STAKED V417H A MIN. 2 "X2"X REOU I RED HE I C HT STAKE AND TIED TO INSURE VERTICAL C ROINTH. 11. ALL PLUMBING CODES SHALL BE FOLLOWED. 12. ALL PLANTING AREAS SHALL BE HATERED WITH AN AUTOMATIC I RRI C ATI ON 5Y57EM. 13. THE CONTRASTOR SHALL USE DRIP SYSTEMS IN THE GROUND GOVER/5HRU5 AREA. 14. 5PRI NKLER5 SHALL HAVE HEAD To HEAD COVERAGE. 15. LATERAL LINES SHALL BE 1.2" DEEP, MAIN LINES SHALL BE la" DEEP, ALL SCH. 40 PIPE. 16. ALL VALVES SHALL BE IN-LINE, BELON C RADE IN VALVE BOXES OR EQUAL_ 1'7. BACKFLON DEVISE SHALL BE A REDUCE PRESSURE BACK FLOW DEVICE OR EQUAL CONNECT TO MAINLINE BEFORE HOUSE AND LOCATE OUT OF VIEW AROUND 51 DE OF HOUSE. IS. CONTROLLER SHALL BE DUAL PROGRAMMABLE, LOCATE PER ONNER. lei. USE FEBr C, RA I NB IRD, TORO, PEPCO OR EaUAL I RR I OATI ON EGU IPMENT. 20. ALL APPLICABLE GORES TO BE FOLLCAED. ALL 1NORK RIEOU I R I NC PERMIT5 SHALL HAVE PERMITS BEFORE WORK 15 TO BEC IN. 21. ALL PLANTING AREAS TO BE COVERED KITH 2A THICK LAYER OF MULCH - SEE CANER. 22. ALL TREE ROOT5 GREATER THAN 1-1/2" IN DIAMETER DAMAGED DURI NO GON5TRUC7ION SHALL BE GUT GLEAN AND 5EALED. 23. CONTRACTOR TO VERIFY OUANT1 TIE5, OUANTI TIES 5H0HN ARE FOR REFERENCE ONLY. Planting Schedule SYM B OL TYPE BOTNICAL NAME COMMON NAME Count F ; 0 •)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. cc O rn U � � c m � CL U as ca � Q 'o N c cm o o 0 cc Revisions 03/23/2018 Lombardy Poplar - 40' Lombardy Poplar No. 1 Description 2 Red Ash - 25' Red Ash - 25' Red Maple 1 1 COMMENTS Red Maple AJ SHRUB ALOE JOHNSON HYBRID JOHNSON ALE JOHNSON ALE 1 GAL 1 GAL 1 1 AJ SHRUB ALOE JOHNSON HYBRID AJ SHRUB ALOE JOHNSON HYBRID JOHNSON ALE 1 GAL 1 AJ SHRUB ALOE JOHNSON HYBRID JOHNSON ALE 1 GAL 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 FT TREE FRUIT TREE PER OWNER FRUIT TREE 24" BOX 1 MA TREE MAGNOLIA SOULANGIANA STD SAUCER MAGNOLIA 24" BOX 1 MA TREE MAGNOLIA SOULANGIANA STD SAUCER MAGNOLIA 24" BOX 1 MA TREE MAGNOLIA SOULANGIANA STD SAUCER MAGNOLIA 24" BOX 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 PH SHRUB PHYORMIUM TOM THUMB DWARF RED FLAX 1 GAL 1 F ; 0 •)] Rolm Design Studio Mehran Soltanzadeh mehran@rolmdesignstudio.com www.rolmdesignstudio.com (925) 949-6052 RESERVES ITS' COMMON LAW COPYRIGHT RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED ,NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION CONSENT OF DESIGNER. cc O rn U � � c m � CL U as ca � Q 'o N c cm o o 0 cc Revisions 03/23/2018 Drawn by Revision No. Date Description 2 6/19/20 PLANNING 18 COMMENTS Description LANDSCAPE PLAN Project Date 03/23/2018 Drawn by RDS Checked by RDS Project Number 180307 Scale 1'. = 10'-0" ]i I 111_.�