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Stauffer Ln 10 18 planning plans.pdfFIRE MARSHALL NOTES THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND AMENDED BY CUPMC. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER—BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2016 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7 WILDLAND—URBAN INTERFACE: THIS PROJECT IS LOCATED WITHIN THE DESIGNATED WILDLAND—URBAN INTERFACE FIRE AREA. THE BUILDING CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE OR THE CALIFORNIA BUILDING CODE (CBC) CHAPTER 7A., AS APPLICABLE. NOTE THAT VEGETATION CLEARANCE SHALL BE IN COMPLIANCE WITH CBC SECTION 701A.3.2.4 PRIOR TO PROJECT FINAL APPROVAL. CHECK WITH THE PLANNING DEPARTMENT FOR RELATED LANDSCAPE PLAN REQUIREMENTS. THIS PROJECT SHALL BE IN COMPLIANCE WITH CHAPTER 7A OF CALIFORNIA BUILDING CODE. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI -7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP. 33 ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1 NEW S.F.R. Dasari Residence Stauffer Ln., Cupertino, CA Monta Vista High School McClellan Rd Pacifica Dr D W Kirwin Ln f Course HyaIn�sport Or L Sollln9erRd 3 Jollyman Park o ar c Y ❑ C s m m WQ C Terrace ❑r ilQc ,5 d 85`C Bakery V, b 65 Cafe - San Jose � 1� Fremont Older open space Preserve Calabazas Par N T Raimo pr 3 BROOKVALE - CHANTEL 7993 Stauffer Lane n Creekside Park Y ❑ m ❑ Ave a o z a k2. d � Rain6ocyp a, r 4visteria•Nay a C yp�, Pin >v Kinch 65 ,a �, ° syr m ant Ir a 0 xnollwood Dr a n Sea GLVI N = ay Kevin Q Moran Park o a � Prosp m c N BROOKV Q Saratoga Country ClubWardell Ra c z 0 Cox Ave P,d Pierce Rd pje�Le aha! � " as d � o � � 4 PROJECT DATA — A.P.N.# — ZONING — TOTAL PARCEL SIZE _ AVERAGE SLOPE — ALLOWABLE BUILDING 366-09-044 P(RES) 18,930.57 SQFT. 8.4% 5,032 SQFT. AND USE DESIGNATION RESIDENTIAL VERY LOW DENSITY'/2 ACRE SLOP DENSITY FORMU A_B-10000-) 59.59 +4,500 1000 ) 4,= C 18,930.57-100001 59.59)+4,500 1000 / = 5,032.13 S.F. _ 1ST FLOOR 2,390 SQFT. _ 2ND FLOOR 1,986 SQFT. (66.9% OF TOTAL 1ST FLOOR) _ 3 CAR GARAGE 578 SQFT. — TOTAL LIVING LOT COVERAGE — 1ST FLOOR — 3 CAR GARAGE — ALL COVERED PORCH TOTAL —BASEMENT 4,954 SQFT. = 26.1% 2,390 SQFT. 578 SQFT. 1,668 SQFT. 4,636 SQFT. = 24.4% 2,290 SQFT. _ BUILDING HEIGHT 27'-6" _ FRONT SETBACK 26' — REAR SETBACK 42'-2" — RIGHT SETBACK 76' — LEFT SETBACK 16' CODES CALIFORNIA RESIDENTIAL CODE (CRC) COVER SHEET & PROJECT DATA SITE PLAN SP 2016 CALIFORNIA BUILDING CODE (CBC) _ L1 T1 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA MECH. CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE (CFC) 2016 C2 2016 CALIFORNIA GREEN BUILDING STANDARD CODE SITE SECTION C4 2016 DRAWING INDEX CS COVER SHEET & PROJECT DATA SITE PLAN SP LO LANDSCAPE DOCUMENTATION L1 T1 LANDSCAPE PLAN TREE REPLACEMENT PLAN Al BASEMENT, 1ST & 2ND FLOOR PLANS A2 ELEVATIONS A3 BUILDING CROSS SECTIONS FLOOR AREA DIAGRAM & CALCULATION AFD C1 CIVIL COVER SHEET C2 GRADING AND DRAINAGE PLAN C3 SITE SECTION C4 EROSION CONTROL PLAN 0 W W Wz U < • C U CLn 18 E m❑ � ¢M 0 ❑ D CCaz M IJ o0�, 0 LU Z o� C) �M ❑� Z �J WZ v I u L - Q [o • C I Lu CJ LL Q IQ U 0 m Q NO. DATE ISSUE 1 W PLANNING U < • C U 5 18 PLANNING W LU Z •� v I � c� NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 18 PLANNING JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. 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SP NATER -EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org http: / Cupertino. org/ planning PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION COMPANY & COMPANY ADDRESS Gregory Lewis - Landscape Architect No,216 NAME LIC. /CERT.# Gregory Lewis #2176 or CA� 1101]:SS's NA].SFAL E-MAIL PHONE lewislandscape@sbcglobal.net 831 359-0960 PART 2: PROPERTY & PROPERTY OWNER INFORMATION Satia Dasari sadasa(i@qmail.com Landscape Parameter 11550 Lake Spring Ct., Cupertino (408) 666-6231 TURF AREA ❑ no turf 7993 Stauffer Ln., Cupertino -YES YES PROJECT TYPE (CHECK AP�]CAn1.FF] WATER SOURCE Turf shall not be planted on slopes more than 25%. YES 0 New Potable TOTAL LANDSCAPE AREA TURF PLANT AREA Rehabilitated ❑Jl Recycled 8029 YES 0 Non -Residential ❑ On-site captured rainwater SQ. FT. 718 sQ. Fr. ❑ Graywater YES 01 YES WATER PURVEYOR NON -TURF PLANT AREA SPECIAL LANDSCAPE AREA PART 2: SAMPLE HYDROZONE TABLE 7311 0 Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq. ft. of landscape area. this is single family residential SQ. Fr. SQ. Fr. PART 3: COMPLIANCE CHECKLIST Landscape Parameter Requirements Compliance TURF AREA ❑ no turf Turf shall not exceed 25% of the landscape area or 1,250 sq. ft., whichever is lesser in area. (No turf in non-residential area) -YES YES PART 1: PROPERTY INFORMATION Turf shall not be planted on slopes more than 25%. YES All portions of turf areas shall be wider than ten (10) feet (unless irrigated with subsurface irrigation or low volume irrigation system). yam( YES i� YES PLANTING AREA At least 80% (100% for non-residential area) of non -turf area shall consist of native or low water use plants. YES REFERENCE ETo TOTAL LANDSCAPE AREA No invasive and/or noxious plant species shall be planted. YES Plants with similar water needs shall be grouped within hydrozones. Each hydrozone shall be controlled by a separate valve. YES 01 YES SOIL MANAGEMENT At least4cu. yds, of compost, six (6) inches deep, shall be applied per 1,000 sqft. of lan1scape area YES PART 2: SAMPLE HYDROZONE TABLE A minimum three (3) inch Iayer of mulch shall be applied on all: exposed soil Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq. ft. of landscape area. this is single family residential surfaces of planting areas, except in areas of direct seeding application (e.g. YES WATER FEATURES hydra -seeding). ❑ YES ❑ pool ❑ other: Grading shall be designed to minimize soil erosion, run-off, and water waste. YES IRRIGATION SYSTEM irrigation system Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. yYES , Fno Irrigation controllers shall be a type which does not lose programming data in the event the primary power source is interrupted. YES Y NATER -EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org http: / / cupertino.org/ planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the Cupertino, CA 95014 planning@cupertino.org dynamic pressure of the system is within the manufacturer's recommended YES PART 1: PROPERTY INFORMATION pressure range. 4 4 POLYMERIC SAND Manual shut-off valves (such as a gate valve, bail valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. A.P.N. YES All irrigation emission devices must meet the requirements set in the ANSI 1" WASHED CONCRETE REFERENCE ETo TOTAL LANDSCAPE AREA standard, ASABE/ICC 802-2014 "Landscape Irrigation Sprinkler and Emitter COMPACTED BASEROCK - DEPTH 45.3 8029 Standard." All sprinkler heads installed in the landscape must document a 01 YES sQ. Fr, distribution uniformity low quarter of 0.65 or higher using the protocol defined PART 2: SAMPLE HYDROZONE TABLE in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq. ft. of landscape area. this is single family residential ❑ YES WATER FEATURES Pool and spa covers shall be installed. ❑ YES ❑ pool ❑ other: Recirculating water systems shall be used for all water features. ❑ YES LANDSCAPE ETAF X LAND- �<no water features Water features are limited to 10% of the landscaped area. ❑ YES I am aware of available informational resources regarding native and low water use plants, irrigation efficiency, and other aspects of water -efficient landscaping. I certify that the information provided on this checklist is correct, and the installed landscape complies with the requirements of Chapter 14.15 and /or the requirements of the Prescriptive Compliance Option. I also understand that any changes to the project will necessitate anew checklist. Applicant Comments p _ se additional paper if necessary Staff Evaluation Staff Comments Approved Not Approved Permit # i Page 1 of 2 WATER BUDGET WORKSHEET Community Development Department WILL USUALLY BE FLUSH 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org http://cupertino.org/planning PART 1: PROPERTY INFORMATION OF THE CONCRETE 4 4 POLYMERIC SAND PROJFCI' ADDRFSS A.P.N. OTHER PAVERS 7993 Stauffer Lane, Cupertino 1" WASHED CONCRETE REFERENCE ETo TOTAL LANDSCAPE AREA NON -TURF PLANT AREA SPECIAL LANDSCAPE AREA COMPACTED BASEROCK - DEPTH 45.3 8029 7311 0 a sQ. Fr, SQ. Fr. SQ, FT PART 2: SAMPLE HYDROZONE TABLE COMPACTED SUBGRADE AS REGULAR LANDSCAPE AREA HYDROZONE PLANT IRRIGA'110N IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU FACTOR (PF) METHOD EFFICIENCY (IE) (PF/IE) AREA (SQ. FT.) SCAPE AREA 1 0.25 Drip 0.81 0.3086 6607 2039.20 57,273 2 0.25 Drip 0.81 0.3086 189 58.33 1638 3 0.5 Drip 0.81 0.6173 515 317.9 8929 4 0.8 Spray 0.75 1.0667 718 765.87 21,510 TOTALS (A) 8029 (13) 3181 (YA9,350 SPECIAL LANDSCAPE AREA 1 1 TOTALS (C) 0 (D) 0 (Z) 0 PART 3: WATER BUDGET CALCULATIONS DEFINITIONS (Y} + (Z} g9 350 ETWLT 124 026 [ [ MAWA ) a HYDROZONE: Put in hydrozone #, letter, or planting description. (e.g. 1, 2, 3; A, B, C; front porch, adjacent to driveway, front Iawn, etc.) PART 4: ETAF CALCULATIONS a PLANT FACTOR (PF): Use WUCOLS to determine Plant Factor. Plant factors are 0- 0.1 for very low water use plants, 0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants, 0.4-0.6 for moderate water use plants, and 0.7-1.0 for high water use plants. 0.40 (ETAF) < (0.55 for residential) IRRIGATION METHOD: Overhead spray or drip • IRRIGATION EFFICIENCY (IE): 0.75 for spray and 0.81 for drip (ETAF) < (0.45 for non-residential) ETAF: The maximum average EvapoTranspiration Adjustment Factor for residential properties, exclusive of Special Landscape Site -wide ETAF = (S + D) =- (A + C) Areas, is 0.55 and for non-residential properties is 0.45; ETAF fnr new and existing Special Landscape Areas shall not exceed 1.0. 0.40 Site -wide ETAF • ETo = evapotranspiration rate means the quantity of water evaporated from adjacent soil and other surfaces and transpired by plants during a specified time • 0.62 is a conversion factor that converts acre-inches./acre/year to FORMULAS gallons/ sq.f t./ year. ETWU = ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use MAWA = ETo x 0.52 x I(ETAF x Landscape Area) + ((x-ETAF) x SLA)] Maximum Applied Water Allowance TOP OF CONCRETE RETAINER WILL USUALLY BE FLUSH WITH TOP OF PAVERS OR A PAVER WILL BE MORTARED TO THE TOP OF THE CONCRETE RETAINER FLUSH WITH OTHER PAVERS 2" NO.8 AGGREGATE BEDDING COURSE 4" NO. 57 STONE - 6' MIN. NO.2 STONE SUBBASE 10" MIN NO. 57 STONE PERFORATED PIPE (SLOPE AT 0.50% MIN) W/ PERFORATIONS DOWN. SEE PLAN FOR LENGTH AND LOCATION. PERVIOUS CONCRETE PAVERS 3 $' THICK TYP. NO.8 AGGREGATE IN OPENINGS USE CALSTONE #9 JOINT ROCK IF USING CALSTONE NARROW JOINT PERMEABLE PAVERS OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES OF OPEN -GRADED BASE FLAT BOTTOM TOS ELEVATION VERIFY TYPE OF AND THICKNESS OF STRUCTURAL BASE LAYERS WITH SOILS AND STRUCTURAL ENGINEERS Permeable Pavin No Scale Page 1 of I TOP OF CONCRETE RETAINER WILL USUALLY BE FLUSH CONCRETE PAVERS WITH TOP OF PAVERS 34" THICK OR A PAVER WILL BE MORTARED TO THE TOP CALSTONE DURALOCK OF THE CONCRETE 4 4 POLYMERIC SAND RETAINER FLUSH WITH OTHER PAVERS 1" WASHED CONCRETE SAND ASTM -33 COMPACTED BASEROCK - DEPTH w SPECIFIED BY SOIL ENGINEER a Q COMPACTED SUBGRADE AS PER SPECIFIED BY SOIL ENGINEER VERIFY TYPE OF AND THICKNESS OF STRUCTURAL BASE LAYERS WITH SOILS AND STRUCTURAL ENGINEERS Non - Permeable Pavin No Scale LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 1 - PROJECT INFORMATION a Date - 5/14/18 b Applicant - Greg Lewis - Landscape Architect C Project Address - 7993 Stauffer Ln., Cupertino d Total Landscape Area - 8029 sf e Type of project -single family residential g Checklist of all documents in package - see this page h Contacts of Applicant - Owner - Satyanaranyana Dasari 11550 Lake Spring Court, Cupertino i "I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package" APPENDIX A - WATER EFFICIENT LANDSCAPE CHECKLIST - SEE LO APPENDIX B - WATER BUDGET WORKSHEET - SEE SHEET LO APPENDIX C - WELCO COMPLIANCE CERTIFICATE - NOT DONE YET APPENDIX D - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 IRRIGATION PLAN HAS NOT BEEN DONE YET GRADING - see Grading Plan by GPM Engineers - Mohamed S. Genidy (510) 377-7866 cell (650) 331-7264 office SOIL MANAGEMENT REPORT RRIGATION SCHEDULE - LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE - LANDSCAPE AND IRRIGATION INSTALLATION REPORT LANDSCAPE MAINTENANCE AGREEMENT Hydrozone Summary HYDROZONE- DESCRIPTION GPM SQ.FT. % OF TOTAL VALVES 1- DRIP, LOW WATER SHRUBS 6607 820 2- DRIP, LOW WATER,TREE 189 2% 3- DRIP, MED WATER,FRUIT TREE 515 6% 4- SPRAY,HIGH WATER,LAWN, 718 9% TOTALS 8029 100% Landscape Documentation Revision ti N U 2 rn 0 tY M Q W co Q Lo c U L U) cy) o [] U 0 z W N W J a U � 0 U) c l W T) J � � lY Y O co U' co W ti YpNBSG4/ No. 2176 to 751 ValeP qTF OF CAL�� W U U .O W � •- D cn U W • � W v ! � c/7 Date 7/5/18 Scale As Noted Drawn Greg Job Sheet L 0 of WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF. PLANTING. SOIL MANAGEMENT 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE 2 AT LEAST 80% OF NON -TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF ASOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 7 SEE SHEETS L3 AND L4 iN FUTURE LANDSCAPE CONSTRUCTION DRAWINGS FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS 11 THERE IS 6796 SF OF LOW WATER USE RATED PLANTING IN THE FRONT AND IN THE REAR YARD 12 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED USING 3/4"' PE DRIP TUBING RUN OVER THE ROOTBALL OF EACH PLANT. USE TWO 2 GPH EMITTERS AT EACH SMALL PLANT, THREE 2 GPH EMITTERS AT EACH MEDIUM PLANT, FOUR 2 GPH EMITTERS AT EACH LARGE PLANT AND TWENTY 2 GPH EMITTERS AT EACH TREE WITH FOUR OF THE EMITTERS AT THE EDGE AND ON TOP OF THE ROOT BALL AND THE REMAINDER OF THE EMITTERS OUT UNDER THE FUTURE CANOPY. INSTALL AUTOMATIC ANTI SIPHON VALVES 12 INCHES ABOVE HIGHEST DOWNSTREAM DRIP EMITTER. INSTALL MANUAL GATE VALVE AT POINT OF CONNECTION WITH HOUSE WATER LINE AND INSTALL A SUBMETER TO KEEP TRACK OF IRRIGATION WATER USE. INSTALL AN ET CONTROLLER THAT CHANGES IT'S WATERING TIMES DEPENDING ON THE CURRENT WEATHER. PRIVACY SCREENING NOTES IDENTIFY THE SPECIES OF PRIVACY PLANTING. IF TREE MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. PITTOSPORUM UNDULATUM HAVE BEEN SPECIFIED ON THE PLAN 1. PRIVACY PLANTING: THE FINAL PRIVACY -PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 2. PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. Paving In Frontyard Setback IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% TOTAL AREA IN FRONT YARD SETBACK = 3952 sq.ft. TOTAL IMPERVIOUS PAVING IN FRONT YARD SETBACK = 823 sq.ft. = 21% of TOTAL FRONT YARD SETBACK AREA IMPERVIOUS PAVERS ARE CALSTONE 4X8 PAVERS, RUNNING BOND ON THE ENTRY WALK AND HERRINGBONE ON THE DRIVEWAY, GRAY OR DARK BROWN TO MATCH THE GRAY OR DARK BROWN COLOR IN THE SUNSET TERRA COTTA COLOR OF THE PERVIOUS PAVERS ALL PERVIOUS PAVERS ARE CALSTONE 4X8 PAVERS, HERRINGBONE 45 DEGREE ANGLE, SUNSET TERRA COTTA COLOR Paving Areas Driveway Impervious Paving 782 sf Driveway Pervious Paving 1510 sf Tile Porch under overhang 1634 sf Tile Porch at entry door 140 sf Front Entry Walk Impervious Pavers and Steps 259 sf Impervious Paving NW side of house 156 sf Pervious Pavers rear path 862 sf TREE PROTECTION DURING CONSTRUCTION. PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN ONE FOOT FURTHER OUT THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE CHAINLINK WITH 2" DIA. STEEL POSTS MIN. 10' O.C. TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR AND PROJECT ARBORIST. C. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. D. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. E. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF NEC AND ARBORIST REPORT BY JOHN LEONE (510)449-3654 ARBORJOHNL@AOL.COM Tree pro ctiol fence 15 gal. screenin shrubs at 8' max spacinsee notes- Plant Legend KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING Trees QA24 3 24" 20' LOW Quercus agrifolia Quercus agrifolia QA36 1 36" 20' LOW Quercus agrifolia Quercus agrifolia AR24 8 24" 10' LOW Tracheycarpus fortunei or Windmill Palm Syagrus romanzoffianum Queen Palm AR 2 15 10' LOW Tracheycarpus fortunei or Windmill Palm Syagrus romanzoffianum Queen Palm FT 5 5 10' MED Fruit tree to be selected by owner Screening Shrubs PU 5 15 8' LOW Pittosporum undulatum Victorian Box min. 6' high Screen Shrub - see notes Shrubs PY 1 8' LOW Phormium Yellow Wave Flax EL 1 8' LOW Eleagnus pungens Fruitlandii Silverberry AH 1 4' LOW Archtostaphlos Howard McMinn Manzanita RC 1 4' LOW Rhaphiolepis minor India Hawthorne MC 1 4' LOW Myrtus communis Myrtle WF 1 4' LOW Westringia compacta Coast Rosemary Ground Covers SL 1 4' LOW Salvia leucantha Mex. Sage DV 1 4' LOW Dietes vegeta Fortnight Lily LB 1 3' LOW Lomandra Breeze LW 1 4' LOW Lantana montevidensis white LY 1 4' LOW Lantana Dwarf Yellow P 1 3' LOW Limonium perezii Sea Statice �P A / Property /Lir% U 76 e us �2'S i R I erviou Pa ' er � C n Crete or Pav Im iou ving - -- C c to r ve 7 3S� e AR 4Z �/� '24" 5,cx replaceme tr R Ns -tants; i OW T–R) R_ e / / Woo r gravel mulchb I / 3 e lfi 3' Picket Fence 3' Gate �. 5\ C / AR24 Z i o� 24'' bo>- Iacementtree _1 p G� 3' stee icket Fence R24 2 " box replace ent tree 24'' box replacement tree AR24, AR24 —�- 1215D-,, 2 " box replacement tree 24" box replacement tree _ —12» AR24 �� a� "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan" 6 (� 9Lew is Gregory Lewis - Landscape Architect Lic. #2176 7-5-18 Planting PlanI I ,12"SD>= 1 " =10 1-0 11 101.011 0' 10' 20' Revision co N CDU 0 Q W M w Q U o M o 0 U Z N co w 0 w ti � � p,NDSCApF �S No. 2176 kul Lao 4/30/2020 Renero�� ATF of ca�� W � U U � •O n1 � W � to U Q� 4J v7 C� Date 7/5/18 Scale As Noted Drawn Greg Job Sheet L I of 3 TREE PROTECTION DURING CONSTRUCTION. PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN ONE FOOT FURTHER OUT THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE CHAINLINK WITH 2" DIA. STEEL POSTS MIN. 10' O.C. TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR AND PROJECT ARBORIST. C. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. D. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. E. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF NEC AND ARBORIST REPORT BY JOHN LEONE (510)449-3654 ARBORJOHNL@AOL.COM Tree pro fence Plant Legend KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME GALLONS RATING Trees QA24 3 24" QA36 1 36" AR24 8 15 AR 2 15 FT 5 5 EXISTING TREES 20' 20' 10' 10' 10' SIZE LOW Quercus agrifolia LOW Quercus agrifolia LOW Tracheycarpus fortunei or Syagrus romanzoffianum LOW Tracheycarpus fortunei or Syagrus romanzoffianum MED Fruit tree to be selected by owner T1 CA Live Oak 25" T2 CA Live Oak 44" T3 CA Live Oak 8" T4 CA Live Oak 32" T5 CA Live Oak 10" T6 Peach 20" T7 Peach 15" T8 Peash 18" T9 Peach 18" TOTAL REPLACEMENT TREES REQUIRED <'/ Z AR24/ Ns-lantS i Wood or6 i AR24 24'' bowplacement free COMMENTS COMMON NAME Quercus agrifolia Quercus agrifolia Windmill Palm Queen Palm REPLACEMENT Windmill Palm Queen Palm Remove - in paving two 24" box Oaks Remove - too close to house one 36" box Oaks Save Save CDU Remove - too close to house one 24" box Oak Remove - In house - two 24" box Palms Remove - In house - two 24" box Palms Remove - In house - two 24" box Palms Remove - In house - two 24" box Palms O LU eleven 24" box one 36" box 5� zZ Tree Replacement Plan ,12"SD= 1 II — 10 1OII 0' 10' 20' (C) Revision co N CDU 0 Q w w M Q U o � � o U) 0 Z U N U �- U) LU S2 O O LU r -- No. 2176 No. fy� (ter L is o ure 4/30/2020 ene l to ATF of cAL�p� � W U U o � 4� a� cn U Q� 0 to 0 Date 7/5/18 Scale As Noted Drawn Greg Job Sheet TI of 1 Q BASEMENT PLAN S 8 2ND FLOOR PLAN ROOF PLAN 3: Lu Z W Wz >" J C� E o Lu j cq o a C ca z U IJ Lj�� Z C�s oaom ❑Z ;J WZQ (oz 'o c< I w CJ LL a 9 N N Q a� U C N .N N J 0 a� Q - D x m NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 20 PLANNING JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. mEa � r i MEN r A ON 9-21 MEN W,!,, f 11 11 ■ V LL y W ca Z cCIC in cr SECTION 1 TOR 27 _- 6Y --V 2F TP 21-- _ 2ND FLRROgL 11'--0" �,ff 1ST FL( O 0'-0" u porc flr -- ITURAr Basemen -9' -- 2" SECTION 2 TOR 2f-1 2F TP 21.0 2ND FLR „: _ 0::� TF LOoL — 0 - 0 porcn flr n 1-2" Basement n TOR n 2T O6 V 2F _0:: T� T- --- 21: � oa �o a a s a s �o 0 0 ❑❑ ❑❑ 1:1 L1 11 :1 �o oQoQ D 0� cov`ER M BEDROOM 3 N 2 - PORCH — — — — — — 2ND FLR - 11'_0" O M T()W Q8 6)EHII CO D 1I ITI=1i — — B ung ItLEv KITCHEN FA IL PO --III-I q - - - - 1 111-111— I ` - ti [r� T -T FINISH FLO R (383) 1ST FLOOR 111 oo �; - - - - 0' _ 1111 III III=III - _ _ =11 11I_�1�I - --- porc flr II 11 111=111 III -111 — _ _ u 1 2 =1 III=1 1=11 III=1 1=1 1= - 1 III -1 1 III -I 1 III 1 =11 11� U - - - -=III 111-111=111-111 q NATURAL GRADE LINEI-111-III-III-III-III-I 1-1 I -III -I -I 1-1 I -III -I _ - =11 111 111 111 III 111 111 111 BEDROOM GRATE ROOM - 1 ��1-tfi tlt� FIH �I- II-�1 III -III III -III III III P -I III 1=1 1=1 III -III III-_ . - !� CRAM 7s.8 RFI III I III I I II 1=1 11 1=1 III 11 I_I III III=1 I I-1 I I-1 I I-1 I I III -1 I I III -1 • ,'� ,'� III -II I IIII 1 11 I II 11=1 I I IIII I I III=1 I I I I I_I � I-� I I 1 11 I I I I 1=1 I I I I 1=1 11 =1 1=1 1 1=11 III=1 1=111 11 FINISH FLOOR 374 11=1 1=1 1 1=1 I III=1 1-11 I -I 11=1 1=1 1=1 11=1 111=1 1 1=1 1kle��rt SECTION 3 8 — TOR 27'-6" — 2F TP 21'-0" 2ND FLR 11'-0" 1FTP :LOOR ,. - o" orch flr ent — 0 W U Wz U j � •O CL E O MLu ¢ � p Cca z 0� 00 IJ W o� �� Lu • a� WZCID�— 'o c< � �n o IQ w C nJ LL LL Q (Q O to fA Q 1. < OL NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 19 PLANNING JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. U U � •O W Lu • a� z � � �n o NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 19 PLANNING JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. PROPOSED 1ST FLOOR PLAN DIAGRAM 1/8" = 1'-0" PROPOSED BASEMENT FLOOR PLAN NOT PART OF THE AREA DIAGRAM 1/8" = 1'-0" TOTAL PROPOSED 2ND FLOOR PLAN DIAGRAM 18" = 1 '-0" FLOOR AREA CALCULATION GARAGE 1ST FLOOR U 2ND FLOOR U —) 120'-7"x21'-3" = 436.96 5 21'-4"x20'-3" = v(2)1 435.78 C� 4 16'-8"x15' = 249.48 Lu 0'-7"x10'-5" = 109.55 (6)18'-6" Xl 8'-2" = 336.60$20'-6"x53'-6" z U = 1,107.53 (3)7'-3"XlO'-2" = 73.17 (7)10'- 1 "x9'-3" = (8)25'-4"x2l'-5" = 92.9241'1'-87"xlO'-3" 542.43 '-7"x40'-5" = = 305.53 16.68 (4)2'-10"xlO'-7"= 31.11 ;J WZQ (9) 10'-1 "x39'-7" = 397.89 '� 16'-2"x6'-5" = 102.96 w O 3'-7"x25'-1 = 89.74 '� 15'-3"x13'-5" = 203.66 CJ 1 'X1'-1" = 5.39 23'-2"x20'-1" = 467.93 13)7'-7"x2'-10" = 21.55 a 9 578 2,390 1,986 W U Wz U 0 >" J � o C� E o Lu j cq o a C ca z U IJ Lj�� Z C�s oaom ❑Z . ;J WZQ (oz 'o c< I w 0 CJ LL a 9 N N Q NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 20 PLANNING FLOOR AREA DIAGRAM 0 & CALCULATION JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. AFD U U 0 � o a� W ' Lu . a� Z t/7 0 NO. DATE ISSUE 1 1117 PLANNING 2 3 18 PLANNING 3 5 20 PLANNING FLOOR AREA DIAGRAM 0 & CALCULATION JOB NO. 0817 SCALE AS NOTED DRAWN BY FH SHEET NO. AFD PRELIMINARY GRADING A ND DRAINAGE SURVEY DRAWINGS BASED ON TOPOGRAPHIC SURVEY BY OT KEVIN BRONSON PLS BA SIS OF BEARINGS TIFF BEARING OF . '4 ' [ '[ O'F RL T 'E N FOUND IVONUUENTS ON THE CENTERLINE OFTALIFFE-LANE, AASSHOWN ON TSE MAP OF TR 1 CT 79.9.3, RECORDED IN HOOK. RECORDS, 8. ,SOF MAP AT PAGE J I &J , /� /A TA LAR COUNT REC R , IS THE B41SISOF BEARIlYG. FOR THIS SURVEY BENCHMARK .RK SANTA CLARA VALLEY WATER DISI -PICT SAW 1,39,AN ALUMINUM DISK IN THE HEADWALL OF CAL41BAZAS CREEK, HA VING AN IVA VD6 FLE A TION OF JOO.. 1 , IS THF RA SIS OF ALL FLFI A TIONS SHOWN ON THIS IAAF. SHEET INDEX SHEET NO. Cl C2 C3 LEGEND PROPOSED OO XX SD 0SDMH Q AD XX SS ® SSMH 0 SSCO ►t n FG] E n TITLE TITLE SHEET GRADING AND DRAINAGE PLAN SITE SECTION EXISITING EX XX SD STREET SIGN PH DESCRIPTION z DESCRIPTION O FIRE HYDRANT 0 -(\X XX JS - (S) D4 30 W PROPERTY LINE EASEMENTS NEW LOT LINES MONUMENT BENCHMARK STORM DRAIN LINE EARTH WORK QUANTITIES CUT: 1,080 CY FILL: 210 CY EXPORT: 870 CY IMPORT: 0 CY NOTE: EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDEPENDENTLY ESTIMATE QUANTITIES FOR HIS/HER OWN USE. CATCH BASIN FIELD INLET STORM DRAIN MANHOLE AREA DRAIN W/ PVC LINE BUBBLER SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER LATERAL SANITARY SEWER CLEANOUT WATER VALVE WATER METER UTILITY POLE WATER MAIN LINE GAS ELECTRICAL JOINT TRENCH PROPOSED (D -,790 1 7 ACT 79to" EXISITING STAUFFER LN., CUPERTINO TREE PROTECTION ZONE WITH TYPE II FENCING AT DRIP LINE AND BACK OF WALK xx xx.xx +_Qp I SPOT ELEVATION XX.XX XX.XX CONTOUR LINE ELEVATIONS ® SPLASH BLOCK AT ROOF DOWNSPOUT OVERLAND RELEASE C _ RET WALL x - x - WOOD FENCE c CMU FENCE A BUILDING ENTERANCE SITE PLAN SCALE 1"=30' d STREET SIGN * 0 DESCRIPTION SITE OR STREET LIGHT DESCRIPTION Y FIRE HYDRANT MAX MAXIMUM EARTHEN SWALE x - x - WOOD FENCE c CMU FENCE A BUILDING ENTERANCE SITE PLAN SCALE 1"=30' 2! 5 6 7 8 X �y ! f: A z z_ � 6sl LF S ,I I i N.T.S.VUUTY MAP GENERAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF CITY ABBREVIATIONS MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE BEFORE SYMBOL DESCRIPTION SYMBOL DESCRIPTION 22. AT MAX MAXIMUM AB AGGREGATE BASE MIN MINIMUM AC ASPHALT CONCRETE NO., # NUMBER AD AREA DRAIN NTS NOT TO SCALE BC BEGINNING OF CURVE PAE PEDESTRIAN ACCESS EASEMENT BLDG BUILDING PCC PORTLAND CEMENT CONCRETE BOS BOTTOM OF STEPS PCR POINT OF CURB RETURN BW BACK OF WALK PG&E PACIFIC GAS AND ELECTRIC CB CATCH BASIN PL, P/L PROPERTY LINE CL CENTERLINE POC POINT ON CURVE CONC CONCRETE PRC POINT OF REVERSE CURVE CONT CONTINUATION THE SANTA CLARA COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRUCTION. CONFLICT WITH THE PRGJEGTLOGATED IN THE FIELD. THE CONTRACTOR SHALL CONTACT UNDERGROUND DDCV DOUBLE DETECTOR PSDE PRIVATE STORM DRAIN EASEMENT FOR ALL FIVE (5) FOOT MONOLITHIC SIDEWALKS, ALL FIRE HYDRANTS AND CHECK VALVE PT POINT ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE PUE PUBLIC UTILITY EASEMENT DI DROP INLET PVC POLYVINYL CHLORIDE DS DOWN SPOUT OR THE LATEST REVISED PLANS. ALL TREES, ROOTS AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT OF WAY SHALL BE REMOVED PVI POINT OF VERTICAL INTERSECTION DAY DRIVEWAY R RADIUS EB ELECTRICAL BOX RCP REINFORCED CONCRETE PIPE EC END OF CURVE RIM RIM ELEVATION EL, ELEV. ELEVATION R/W RIGHT OF WAY EP EDGE OF PAVEMENT S SLOPE EVAE EMERGENCY VEHICLE SE SLOPE EASEMENT ACCESS EASEMENT SD STORM DRAIN EX, (E) EXISTING SDE STORM DRAIN EASEMENT F/C FACE OF CURB SDMH STORM DRAIN MANHOLE FF FINISHED FLOOR ELEVATION SS SANITARY SEWER FG FINISHED GRADE SSCO SANITARY SEWER LATERAL CLEANOUT FH FIRE HYDRANT SSDI SANITARY SEWER DRAIN INLET FL FLOW LINE SSGB SANITARY SEWER GRADE BREAK FP FINISHED PAVEMENT SSE SANITARY SEWER EASEMENT FPW FIRE PROTECTION WATER SSMH SANITARY SEWER MANHOLE FS FINISHED SURFACE ELEV. ST. STREET FT FEET STA STATION G GAS S/W SIDEWALK GB GRADE BREAK T TELEPHONE GFF GARAGE FINISHED FLOOR ELEV. TC TOP OF CURB GRND GROUND HDPE HIGH DENSITY POLYETHYLENE TEMP TEMPORARY HGL HYDRAULIC GRADE LINE TG TOP OF GRATE HP HIGH POINT TP TOP OF PAVEMENT INV INVERT TOS TOP OF STEPS IRR IRRIGATION TYP TYPICAL JT JOINT TRENCH VC VERTICAL CURVE LF LINEAR FEET W, WL WATERLINE LP LOW POINT WLE WATER LINE EASEMENT LT LEFT WM WATER METER WS WATER SERVICE WV WATER VALVE 2! 5 6 7 8 X �y ! f: A z z_ � 6sl LF S ,I I i N.T.S.VUUTY MAP GENERAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF CITY 21 MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE BEFORE OF CUPERTINO. FINAL PAVING. 22. THE DEVELOPER SHALL PAY ALL COSTS OF MOISTURE -DENSITY CURVES (CALIF. THE C NTRACTOR IS REQUIRED TO NOTIFY THE PUBLIC WORKS INSPECTOR TWO (2) WORKING DAYS TEST NO. 216E) AND ANY OTHER TESTS REQUIRED BY THE CITY ENGINEER PRIOR TO REQUIRING AN INSPECTION. TWO (2) WORKING DAYS PRIOR TO INSTALLING PERMANENT STRIPING, DURING STREET CONSTRUCTION. THE CONTRACTOR SHALL CALL FOR REVIEW AND APPROVAL OF THE PROPOSED STRIPING BY THE CITY TRAFFIC ENGINEER. THE CITY SHALL HAVE THE RIGHT TO MAKE CHANGES IN THE LOCATION OF THE ALIGNMENT 23. APPROVAL OF THESE PLANS DOES NOT RELEASE THE CONTRACTOR OF THE OF LANE STRIPES AND PAVEMENT MARKINGS. RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF, DURING THE COURSE OF CONSTRUCTION OFIMPROVEMENTS, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND ADEQUATELY BACKFILLED BEFORE PLACEMENT PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A OF THE BASE MATERIAL AND SURFACE STRUCTURES. IF UTILITIES ARE TO BE INSTALLED SUBSEQUENTLY, DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE A WRITTEN NOTIFICATION FROM THE AFFECTED UTILITY COMPANY INDICATING ITS COMMITMENT TO BORE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO OR TU NEL SHALL BE SUBMITTED TO THE CITY ENGINEER BEFORE PROCEEDING WITH THE WORK. REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN OUND UTILITIES, EXCEPT STORM AND SANITARY SEWER, WILL NOT BE PERMITTED IN PAVEMENT WHICH THE SAME IS TO BE COMPLETED. AREA, WITH THE EXCEPTION OF STREET CROSSINGS, UNLESS OTHERWISE APPROVED AND AUTHORIZED BY THE CITY ENGINEER. 24. SEPTIC TANKS SHALL BE PUMPED AND BACKFILLED TO THE SATISFACTION OF THE CONTRACTOR SHALL HAVE ALL OF THE UTILITIES, UNDERGROUND MAINS, AND SERVICES THAT MAY THE SANTA CLARA COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRUCTION. CONFLICT WITH THE PRGJEGTLOGATED IN THE FIELD. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK, FOR LOCATION OF THE 25. FOR ALL FIVE (5) FOOT MONOLITHIC SIDEWALKS, ALL FIRE HYDRANTS AND UNDERGROUND FACILITIES, AT (800) 227-2600. ELECTROLIER SHALL BE INSTALLED BEHIND SIDEWALK. ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE COMPACTION AS PER STANDARD SPECIFICATIONS. FOR TYPICAL TRENCH SECTIONS, REFER TO THE 26. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR, AND ALL CITY STANDARD DETAILS, WITH THE EXCEPTION OF SANITARY SEWERS. SUB -CONTRACTORS TO INSURE THEY ARE FURNISHED WITH APPROVED PLANS OR THE LATEST REVISED PLANS. ALL TREES, ROOTS AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT OF WAY SHALL BE REMOVED TO A DEPTH OF TWO (2) FEET BELOW SUBGRADE AND DISPOSED OF. 27. ALL WATER LINES, VALVES, HYDRANTS, AND APPURTENANCES THERETO ALL EXISTING PAVEMENT REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CITY INSTALLED WITHIN THE CITY OF CUPERTINO MUNICIPAL WATER UTILITY'S ENGINEER. SERVICES AREA, SHALL BE THE PROPERTY OF SAID WATER UTILITY. ALL CONCRETE USED FOR ALL STRUCTURES MUST BE CLASS "A" (6 SACKS PER CUBIC YARD) AS PER 28. CONSTRUCTION SIGNING SHALL BE INSTALLED PRIOR TO BEGINNING OF WORK. STANDARD SPECIFICATIONS AND SHALL ATTAIN A STRENGTH OF 3000 P.S.I. IN 28 DAYS. SIDEWALKS, CURBS AND GUTTERS SHALL BE CLASS "B" (5 SACKS PER CUBIC YARD) AS PER STANDARD SPECIFICATION AND SHALL ATTAIN A STRENGTH OF 3,000 P.S.I. IN 28 DAYS. 29. NOTIFY CITY OF CUPERTINO TRAFFIC SIGNAL MAINTENANCE FOR INSPECTION OF FOUNDATION EXCAVATIONS, (408) 777-1366, TWO (2) WORKING DAYS PRIOR DROP INLETS INSTALLED SHALL BE CITY OF CUPERTINO STANDARD UNLESS OTHERWISE NOTED ON THE TO POURING ANY CABINET OR SIGNAL FOUNDATIONS RELATING TO THIS JOB. PLANS. THE BOXES SHALL BE INSTALLED AT THE SAME TIME THE P.C.C. CURB AND GUTTER IS INSTALLED. CLASS "A" P.C.C. SHALL BE USED. 30. ANY AND ALL STORM LINES INSTALLED AS PART OF THE WORK ON THESE STENCILED WITH "NO DUMPING FLOWS TO BAY". STENCILS TO BE PROVIDED BY THE CITY. PLANS SHALL BE CLEANED OF ALL EXCESS MATERIAL, DEBRIS AND OBSTRUCTIONS. STORM LINES SHALL BE FLUSHED AS DIRECTED BY THE CITY ENGINEER. 10. A MINIMUM THICKNESS OF SIX (6) INCHES OF P.C.C. SHALL BE REQUIRED FOR COMMERCIAL DRIVEWAY APPROACHES AND FIVE (5) INCHES FOR RESIDENTIAL. LOCATIONS SHALL BE DETERMINED PRIOR TO THE INSTALLATION OF THE CURBS. THE DRIVEWAY SHALL BE INSTALLED AT THE SAME TIME AS THE CURB. 11. ALL STREET CURBS SHALL BE VERTICAL P.C.C. CURBS. 12. CONTRACTOR'S ENGINEER TO CERTIFY THAT LOCATION OF NEW SIDEWALK, CURB AND GUTTER IS IN ACCORDANCE WITH THE APPROVED PLANS. 13. INSTALL CITY OF CUPERTINO STANDARD MONUMENT BOX(ES) AND MONUMENT(S) AS SHOWN ON THE PLANS. 14. ALL GRADE STAKES AND LATHS REQUIRED BY THE CITY ENGINEER SHALL BE INSTALLED BY THE CONTRACTOR'S ENGINEER AS DIRECTED. MINIMUM OFF -SETS FOR CUT STAKES SHALL BE FIVE (5) FEET. 15. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL HAVE CUT SHEETS APPROVED BY THE CITY ENGINEER. NOTIFY THE CITY ENGINEER TWO (2) WORKING DAYS PRIOR TO REQUIRING INSPECTION. 16. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION. 17. ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. 18. GRADING OF LOTS OUTSIDE OF R/W AS PER TYPICAL SECTION AND FOR CROSS-SECTION, SHALL BE COMPLETED AND APPROVED BY THE CITY ENGINEER BEFORE PROCEEDING WITH PREPARATION OF THE SUBGRADE AND PLACEMENT OF SURFACE STRUCTURES ON LOTS. ALL LOTS SHALL BE GRADED TO THE STREET ELEVATION, OR AS SHOWN ON THE PLANS, OR AS DETERMINED BY THE CITY ENGINEER. 19. NOTIFY THE CITY ENGINEER TWO (2) WORKING DAYS IN ADVANCE OF REQUIRING SERVICES FOR CHECKING FIELD STAKING. AT THIS TIME, THREE (3) COPIES OF THE CUT SHEETS WILL BE FURNISHED. 20. ALL STANDARD STREET MONUMENTS, LOT CORNER PIPES, AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENTS BY THE CITY OF CUPERTINO. STREET CLEANING: THE PRIME CONTRACTOR OR DEVELOPER IS TO HIRE A STREET CLEANING CONTRACTOR TO CLEAN UP DIRT AND DEBRIS FROM CITY STREETS THAT ARE ATTRIBUTABLE TO THE DEVELOPMENTS' CONSTRUCTION ACTIVITIES. THE STREET CLEANING CONTRACTOR IS TO HAVE THE CAPABILITY OF WASHING THE STREETS FROM A TANKER TRUCK WITH A HIGH-PRESSURE NOZZLE WITH RECLAIMED WATER, WHERE FEASIBLE, AND/OR SWEEPING THE STREETS WITH BOTH A BROOM -TYPE SWEEPER AND A REGENERATIVE AIR VACUUM SWEEPER, AS DIRECTED BY THE PUBLIC WORKS DIRECTOR, OR HIS/HER DESIGNATED REPRESENTATIVE. 111*0111��,��Z��J�,,�� FOR RESIDENTIAL DEVELOPMENTS, NO RESIDENTIAL UNITS WILL BE RELEASED FOR OCCUPANCY UNLESS THE IMPROVEMENTS TO BE CONSTRUCTED TO CITY STANDARDS AND/OR TO BE ACCEPTED FOR MAINTENANCE BY THE CITY, INCLUDING WATER METERS AND SANITARY SEWER CLEANOUTS, ARE SUBSTANTIALLY COMPLETE PER THE CITY OF CUPERTINO STANDARD PROVISIONS FOR PUBLIC WORKS CONSTRUCTION. FOR PHASED DEVELOPMENTS, PORTIONS OF THE UNITS MAY BE RELEASED FOR OCCUPANCY, AT THE CITY'S SOLE DISCRETION. PROVIDED THAT ALL PUBLIC AND PRIVATE IMPROVEMENTS, CONDITIONS OF APPROVAL, AND BUILDING CODE REQUIREMENTS THAT ARE NECESSARY TO SUPPORT THE UNITS TO BE RELEASED FOR OCCUPANCY HAVE BEEN COMPLETED AS DETERMINED BY THE CITY. WHEN ALL OF THE IMPROVEMENTS ARE COMPLETE AND/OR READY FOR ACCEPTANCE FOR MAINTENANCE BY THE CITY COUNCIL, THE REMAINING UNITS MAY BE RELEASED FOR OCCUPANCY, PROVIDED THAT ALL OTHER CONDITIONS OF APPROVAL AND BUILDING CODES REQUIREMENTS HAVE BEEN MET. THE PUBLIC WORKS DIRECTOR SHALL MAKE THE DETERMINATION OF WHAT PUBLIC IMPROVEMENTS ARE SUBSTANTIALLY COMPLETE. DATE: 11-2-2017 NO. REVISION DATE DIRECTED BY: Q,OFESS/i PROJECT: SHEET TITLE: SHEET NUMBER ME'�l SCALE: AS NOTED 0 D S. F2 GPM ENGINEERS DESIGNED BY: MG • m •3340 FREMONTLCAT94536SUITE292 NEW RESIDENCE m TEL. (650) 331-7264 FAX (650) 472.9004 COVER SHEET DRAWN BY: EH C61 0 MGENIDY@GPMENGINEERS.COM c I APN 366-09-044 STAUFFER LN., IXP.6 X19 ��. CUPERTINO CA 0 q�0 CAL�FO�� CIVIL ■ STRUCTURAL ■ PLANING ■ DEVELOPMENT OF 3 0e SCALE: 1 " = 10' GRADING AND DRAINAGE PLAN 0 10 20 40 SCALE: 1 " = 10' STORM UTILITY NOTES z d AREA DRAIN NOT TO SCALE 2X14 W( 2X4 P. T. 36" Al SOUND ,.THYLENE DS #66 — 4" RAIN PIPE RISER -ENGTH AS EQUIRED) )S #101 SEE—D BASIN / LOCKING JTLET ;AIN PIPE 'USHED STONE Q GRADE HEADER �+ N.T.S. PERFORATED PIPE HOLES FACING DOWN ABOVE 4" OF GRAVEL STORM DRAIN V ° PIPE PER PLAN O� ° ° 4" GRAVEL LAYER X 36"---' THICK (OPEN GRADED) WRAPPED IN GEOFABRIC 10' 1. ALL STORM PIPE LOCATED OUTSIDE OF VEHICULAR TRAVELED LANES SHALL BE PVC SDR 35 UNLESS OTHERWISE SPECIFIED ON PLANS 2. ALL STORM PIPE LOCATED IN VEHICULAR TRAVELED LANES SHALL BE PVC SD26 UNLESS OTHERWISE SPECIFIED ON PLANS 3. ALL PERFORATED PIPES SHALL BE PVC SDR 35 WITH "" PERFORATIONS FACING DOWN. 4. ALL PVC CONNECTIONS TO CONCRETE STRUCTURES SHALL BE BY WATER STOP PROVIDE THREADED END CAP AT EACH END N SHALLOW GRAVEL BASIN NOT TO SCALE BASEMEN 4"0 f PIPE 4"0 SCHEDULE 4 PVC EX GRADE LANDSCAPE RETAINING WALL NOT TO SCALE DOWNSPOUT CONNECTION NOT TO SCALE z RADE SWALE 12" MIN. C EARTHEN SWALE NOT TO SCALE DATE: 11-2-2017 NO. REVISION DATE DIRECTED BY: Q�koFESS/o PROJECT: SHEET TITLE: SHEET NUMBER SCALE: AS NOTED �Q,Z,p.1)s. q�Fti GPM ENGINEERS DESIGNED BY: MG m • FREMONT,CA3340 T 45365UITE292 NEW RESIDENCE x TEL. (650) 331-7264 FAX (650) 472.9004 APN 366-09-044 STAUFFER LN. GRADING AND DRAINAGE PLAN DRAWN BY: EH C61 �c MGENIDY@GPMENGINEERS.COM C2 EXR X19 . CIVIL , CUPERTINOCA ,quo CA`\�OQ� ■STRUCTURAL ■PLANING ■DEVELOPMENT OF 3 A 00 RAII 90 r -3 83.4b F 3j81.8 8 .1 O L.� 11 V 014 '7C5r% OU– RE C DRAT PERFORATE) RAIN IP 0 01 0 1 ELI — 1 50 70 SITE SECTION AT GARAGE SCALE: H 1 " = 10'-0" V1 " = 5'-0" File: C:\Dropbox\gpm\_jobs\2017 jobs\Fand\17-328 Satya E'AfixH�ijftg for invalid reference DATE: 11-2-2017 NO. REVISION DATE DIRECTED BY: Q�koFESSI PROJECT: SHEET TITLE: SHEET NUMBER SCALE: AS NOTED ��Q��PMED S. q�F� GPM ENGINEERS 3340 DESIGNED BY: MG A � • m • FREMONTLr (A 94536 292 NEW RESIDENCE x TEL. (650) 331-7264 FAX (650) 472.9004 APN 366-09-044 STAU FFER LN. SITE SECTIONS DRAWN BY: EH C61 MGENIDY@GPMENGINEERS.COM C3 EXR X19 . CIVIL CUPERTINO, CA ,quo CA`\EDQ� L ■STRUCTURAL ■PLANING ■DEVELOPMENT OF 0 • � IEe.wwlrh 6ebW, 1 d1011rr..lw� EROSION CONTROL NOTES: 1. ALL GRADING, EROSION CONTROL AND RELATED WORK UNDERTAKEN ON THIS SITE IS SUBJECT TO ALL TERMS AND CONDITIONS OF CITY REGULATIONS AND MADE A PART HEREOF BY REFERENCE. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE ASSOCIATION OF BAY AREA GOVERNMENT'S (ABAG) MANUAL OF STANDARDS FOR EROSION AND SEDIMENT CONTROL MEASURES AND IN ACCORDANCE WITH STANDARD DETAILS SHOWN. 2. THE CONTRACTOR WILL BE LIABLE FOR ANY AND ALL DAMAGE TO ANY PUBLIC OWNED AND MAINTAINED ROAD CAUSED BY THE AFORESAID CONTRACTOR'S GRADING ACTIVITIES, AND SHALL BE RESPONSIBLE FOR THE CLEANUP OF ANY MATERIALS SPILLED ON ANY PUBLIC ROAD ON THE HAUL ROUTE. 3. THE EROSION CONTROL MEASURES ARE TO BE OPERABLE DURING THE RAINY SEASON., OCTOBER 1ST TO APRIL 15TH. 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS ONLY WITH THE APPROVAL ON OR AT THE DIRECTION OF THE SOILS ENGINEER. 5. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT RUNOFF TO ANY STORM DRAINAGE SYSTEM. 6. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY DURING THE RAINY SEASON. 7. WHEN NO LONGER NECESSARY AND PRIOR TO FINAL ACCEPTANCE OF DEVELOPMENT, SEDIMENT BASINS SHALL BE REMOVED OR OTHERWISE DEACTIVATED AS REQUIRED BY THE COUNTY. 8. A CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT ANY POINT OF EGRESS FROM THE SITE TO ROADWAY. A CONSTRUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK (2" TO 3" MIN. DIAMETER) AT LEAST EIGHT INCH THICK BY FIFTY FEET LONG BY TWENTY FEET WIDE AND SHALL BE MAINTAINED UNTIL SITE IS PAVED. 9. HYDROSEED ALL CUT AND FILL SLOPES IMMEDIATELY AFTER GRADING. ALL AREAS SPECIFIED FOR HYDROSEEDING SHALL BE NOZZLE PLANTED WITH STABILIZATION MATERIAL CONSISTING OF FIBER, SEED, FERTILIZER, TACKIFIER AND WATER, MIXED AND APPLIED IN THE FOLLOWING PROPORTIONS: FIBER, 2000 LBS/ACRE SEED, 200 LBS/ACRE FERTILIZER (11-8-4), 500 LBS/ACRE TACKIFIER, 6 LBS/ACRE WATER, AS REQUIRED BY APPLICATION 10. SEED MIX SHALL BE CLYDE ROBINS OR #180/CR #190/C4R #120 11. WATER UTILIZED IN THE STABILIZATION MATERIAL SHALL BE OF SUCH QUALITY THAT IT WILL PROMOTE GERMINATION AND STIMULATE GROWTH OF PLANTS. IT SHALL BE FREE OF POLLUTANT MATERIALS AND WEED SEED. 12. HYDROSEEDING SHALL CONFORM TO THE PROVISIONS OF SECTION 20, "EROSION CONTROL AND HIGHWAY PLANTING", OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. AS LAST REVISED. 13. A DISPERSING AGENT MAY BE ADDED TO THE HYDROSEEDING MATERIAL, PROVIDED THAT THE CONTRACTOR FURNISHES SUITABLE EVIDENCE THAT THE ADDITIVE WILL NOT ADVERSELY AFFECT THE PERFORMANCE OF THE SEEDING MIXTURE. 14. STABILIZING MATERIALS SHALL BE APPLIED AS SOON AS PRACTICABLE AFTER COMPLETION OF GRADING OPERATIONS AND PRIOR TO THE ONSET OF WINTER RAINS, OR AT SUCH OTHER TIME AS DIRECTED BY THE COUNTY ENGINEER. THE MATERIAL SHALL BE APPLIED BEFORE INSTALLATION OF OTHER LANDSCAPING MATERIALS SUCH AS TREES, SHRUBS AND GROUND COVERS. 15. THE STABILIZATION MATERIAL SHALL BE APPLIED WITHIN 4 -HOURS AFTER MIXING. MIXED MATERIAL NOT USED WITHIN 4 -HOURS SHALL BE REMOVED FROM THE SITE. 16. THE CONTRACTOR SHALL MAINTAIN THE SOIL STABILIZATION MATERIAL AFTER PLACEMENT. THE SOILS ENGINEER MAY REQUIRE SPRAY APPLICATION OF WATER OR OTHER MAINTENANCE ACTIVITIES TO ASSURE THE EFFECTIVENESS OF THE STABILIZATION PROCESS. APPLICATION OF WATER SHALL BE ACCOMPLISHED USING NOZZLES THAT PRODUCE A SPRAY THAT DOES NOT CONCENTRATE OR WASH AWAY THE STABILIZATION MATERIALS. 17. ALL GRADED AREAS SHOULD BE PLANTED WITH LOW-WATER, DEEP ROOTED, FAST GROWING VEGETATION. 18. THERE IS TO BE NO RAIN PREDICTED DURING THE SEVEN DAYS PRECEEDING THE START DATE FOR GRADING OPERATION 19. THERE IS TO BE NO RAIN PREDICTED DURING THE SEVEN DAYS FOLLOWING THE START DATE FOR GRADING OPERATION 20. ALL CUT AND FILL SLOPES SHALL BE PROTECTED. 21. ALL OPERATIONS IN PHASE I SHALL BE COMPLETED BEFORE ANY GRADING. 22. ALL CUT AND FILL SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED BY STRAW MULCH AFTER HYDROSEEDING (CONFIRMING TO CAL TRANS STANDARD SPECIFICATION SECTION 20-2.06) BEFORE ANY RAIN STORM. 23. ALL SWALES SHALL BE PROTECTED BY STRAW WATTLES NOT TO EXCEED 20' APART. DATE: 11-2-2017 NO. REVISION SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: EH 0 DATE I DIRECTED BY Q�kpF ESS/pN �PMED S. rn C61 �c P61`�1��P EROSION CONTROL PLAN SCALE: 1 " = 20' SCALE: 1 " = 20' GPM ENGINEERS 3340 WALNUT AVE., SUITE 292 FREMONT, CA 94536 TEL. (650) 331-7264 FAX (650) 472.9004 MGENIDY@GPMENGINEERS.COM CIVIL ■ STRUCTURAL ■ PLANING ■ DEVELOPMENT zzz L'L---- ------ -- - - - - - - \ PROJECT: NEW RESIDENCE APN 366-09-044 STAUFFER LN., CUPERTINO, CA SHEET TITLE: I?IJAtorr WOOD STAKE W/Ty SED WqR FIBER ROLL FIBER ROLL 3/4"x3/4" �MFNT MAX 4' SPACING FINISHED GRADE RUNOFF WATER WITH SEDIMENT FILTERED WATER FILTERED WATER\ FINISHED GRADE 12" MIN. WOOD STAKE 3/4"x3/4" MAX 4' SPACING ENTRENCHMENT DETAIL IN SLOPE AREA NOTES: 1. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" TO 4" DEEP, DUG ON CONTOUR. 2. ADJACENT ROLLS SHALL TIGHTLY ABUT. 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FIBER ROLL. ENTRENCHMENT DETAIL IN FLAT AREA FIBER ROLL DETAIL N.T.S. PROJECT SITE SLOPE TOWARDS SITE 50' MIN. TO EP 3" TO 4" FRACTURED STONE AGGREGATE EXISTING S/W URB CUT L----f,c (E) ROAD \\� !�\ 12" MIN. J GEOTEXTTILE FABRIC OROPOSED GRADING 1. ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. 2. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAYS. IT SHALL BE DONE ON A WASH RACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN AS DETAILED ON THESE PLANS. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH THE USE OF INLET PROTECTION (E.G. SAND BAGS OR OTHER APPROVED METHODS.) 3. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 3" TO 4" STONE. 4. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8". 5. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50'. STABILIZED CONSTRUCTION ENTRANCE N.T.S. 1'0AWEL BAGS WRAP INLET GRATE WITH FABRIC FILTER OR APPROVED EQUAL L/Ixr\ AGE INLET NEW DRAINAGE INLET PROTECTION N.T.S. CONSTRUCTION ENTRANCE FIBER ROLL Q INLET SEDIMENT FILTER NOTES: a. KEEP CONSTRUCTION TRAFFIC OUT OF STORMWATER TREATMENT AREA LOCATIONS, AND MINIMIZE COMPACTION OF EXISTING SOILS. b. PROTECT STORMWATER TREATMENT AREAS FROM CONSTRUCTION SITE RUNOFF. RUNOFF FROM UNSTABILIZED AREAS MUST BE DIVERTED AWAY FROM STORMWATER TREATMENT AREAS. C. MORE CONSTRUCTION BMPS MAY BE REQUIRED AT THE DISCRETION OF THE CITY ENGINEER OR STORMWATER INSPECTOR. EROSION CONTROL PLAN SHEET NUMBER OF 4