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approved plan set RM-2018-12.pdf(f,-,-o,o,H AN=NAN RES I DENCoo,--E 74&� 50LDNOER RE). r----,,,UFERTN0/ GA ml M MINN '7i..Fl F OJE�fi DATA OWNER: CHNAN-NAN CHEN PHONE: (408) 421 - 2316 ADDRESS: 7468 BOLLINOER RD. CUPERTINO, GA APN #: 358-24-012 ---- OCCUPANCY: R -5/U ATTACHED OARAOE CONSTRUCTION TYPE:: VB 474.5 50. FT ZONING: RI -6 45.4 Sa.F7. LAND USE: RES LOW 1-5 45.2 50. FT ENCLOSED PORCH Alves or Square l6-' vallcop��y�-pv�, NET 51TE AREA: 6,600 S0.FT. TOTAL LIVING AREA FAR REQUIRED: 6,600 x 0.45 (45%) = 2,1170 SO.FT. MAX LOT GOVERA5E: 6,600 x 0.45 (453'0) = 2,cf70 Sa.FT. + 550( 5%) = 5,500 5a.FT. SETBACK: TOTAL SAVE AREA 288 50. FT TOTAL PORCH AREA FRONT TOTAL LOT GOVERAGE 51DE REAR 3112 3112 /1200 (FRONT YARD) = 52.7 30 REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REPLACED TURF AREA 225 SO.FT. lu LEFT RIGHT LEFT RIGHT IST. FL. 20'-0" 20'-0" _ V.. AYC 10'-0" 5'-0" 10'-0" NO CHANGE 20'-0" 17'-1" \IIC,INITY 1--�AF EXISTING DEMOLITION NEW SUBTOTAL LIVING AREA 1,412.8 50. FT ---- 1,061.2 50. FT 2,482 50. FT ATTACHED OARAOE 502.4 SO.FT. 27.8 50. FT 474.5 50. FT 474.5 50. FT FRONT COVER PORCH 45.4 Sa.F7. 45.4 50.FT. 45.2 50. FT 45.2 50. FT ENCLOSED PORCH Alves or Square l6-' vallcop��y�-pv�, 7.5 Sa. FT TOTAL LIVING AREA � o 2,482 50. FT TOTAL OR055 FLOOR AREA w V z 2,856.5 50. FT FAR. 2,856.5 + 7.5 (ENCLOSED PORCH) = 2,864 / 6000 44.8 30 TOTAL SAVE AREA 288 50. FT TOTAL PORCH AREA 45.2 Sa. FT TOTAL LOT GOVERAGE 2,1156.5 + 45.2 + 288 =3,287.2 / 6,600 = 4g.gg30 FRONT YARD IMPERVIOU5 51JRFAGE AREA 3112 3112 /1200 (FRONT YARD) = 52.7 30 BUILDING HEIGHT 14-11 yJ TOTAL LAN05GAPE AREA 1,550 50.FT. REPLACED TURF AREA 225 SO.FT. \IIC,INITY 1--�AF ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLONINO CALIFORNIA BUILDING CODE 2016 EDITION CALIFORNIA RESIDENTIAL CODE 2016 EDITION CALIFORNIA MECHANICAL CODE 2016 EDITION CALIFORNIA PLUMBIN5 CODE 2016 EDITION CALIFORNIA ELECTRIC. CODE 2016 EDITION CALIFORNIA RESIDENTIAL ENEROY CODE 2016 EDITION CALIFORNIA GREEN BUILDING CODE 2016 EDITION CITY OF CUPERTINO MUNICIPAL CODE I 1111111 5ENEAL NOTES: I. ALL CONSTRUCTION SHALL EXCEED THE LATEST EDITION OF CODES ADOPTED BY LOCAL BLDG OFFICIAL. AND ALL OTHER HEALTH AND SAFETY CODES, ORDINANCES AND REOU I REMENTS ADOPTED BY GOVERNINO AOENOIES. IN THE EVENT OF A CONFLICT A17H CODE REOUIREMENT5 AND ITEMS GALLED OUT ON THE DRAWINGS. THAT CODE OR GALL OUT WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. NOTIFY THE ARCH ITECT/DESIONER/ ENGINEER ANY VIOLATION OF CODE IMMEDIATELY. 2. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING AND SHALL VERIFY ALL F-XI571NO CONDITIONS PRIOR TO BEOINNINO OF WORK. 5. PAD ORADE UNDER BUILDING SHALL HAVE POSITIVE SLOPE TO A MINIMUM OF ONE AREA DRAIN WHICH SHALL BE PIPED TO STREET. 4. FIN15H ORADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND DRAIN TO STREET. 5. IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT SATURATION OF SOIL ADJACENT TO BU I LD I NO. 6. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, RESOLVE, AND INSTALL ALL MATERIALS AND EOU I PMENT5. 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOW OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 50ALED DIMENSIONS. FIELD VERIFY ALL CABINET SPACE AND FIXED OLA55 SIZES, APPLIANCE, FIXTURES, EOU I PMENT ETC. CLEARANCES. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE allALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. THE ARCHITECT/DESIGNER WILL NOT BE OBSERVINO THE CONSTRUCTION OF TH15 PROJECT. 8. DURING CON57RUC71 ON STAGE, IF ANY ADDITIONAL EQUIPMENT TO BE INSTALLED OF CHANCE ORDERS REQUESTED BY OWNER, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER/ENGINEERS IMMEDIATELY. 10. SUBCONTRACTORS SHALL COORDINATE THEIR WORKS WITH EACH OTHER PROFESSIONALLY. NOTIFY GENERAL CONTRACTOR ANY DISCREPANCY $ DIFFICULTY. 11. TRADE NAME AND MANUFACTURERS REFERRED TO ARE FOR QUALITY STANDARDS ONLY. SUBSTITUTIONS WILL BE PERMITTED AS APPROVED BY OWNER. 12. CONTRACTOR'S PROPOSAL INCLUDES ON THE 517E PROJECT MANAGEMENT AND FIELD SUPERVISION AS REQUIRED TO MAINTAIN A SAFE AND EFFICIENT WORK PLACE. I: ADD NEW ADDITION TO THE EXISTING HOUSE IN THE FRONT, LEFT 51DE AND REAR YARD. 2: REMODEL THE F -X 1571 NO KITCHEN, BATHROOMS. SHEET INDEX A -O 517E PLAN/ROOF PLAN, PROJECT DATA, VICINITY MAP TOP SURVEY 7-1 BOUNDARY AND TOPOGRAPHIC SURVEY ARCHITECTURAL A -I EXISTING FLOOR PLAN, ELEVATIONS A-2 PROPOSED FLOOR PLAN A-5 FROF05ED BUILDIING ELEVATIONS A-4 BUILDIINC SECTIONS A-6 PROPOSED LIGHTING PLAN A-6.1 PROP05ED ELECTRICAL PLAN A-7 ARCHITECTURAL DETAILS CITY OF CUPERTINO BF -57 MANAEMENT PRACTICES TITLE 24 7-24 TITLE 24/ENERGY COMPLIANCE FORMS 7-24 TITLE 24/ENERGY COMPLIANCE FORMS STRUCTURAL 5-1.0 GENERAL NOTES 5-1.1 TYPICAL DETAILS 5-2.0 FLOOR FRAMING/ FOUNDATION PLAN 5-2.1 GE I L I NO FRAM I NO, ROOF FRAM I NO PLANS 5-5.0 DETAILS 5-5.1 DETAILS NOTES: 1: THE ARCHITECTURAL SITE PLAN 15 PROVIDED FOR BUILDING AND 51TE WORK LAYOUT ONLY. THE CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, EX 15TI NO IMPROVEMENTS, PROPERTY LINES EASEMENTS, SETBACKS UTILITIES AND SUBSTRUCTURES. ALL DISCREPANCIES SHALL BE IMMEDIATELY DISCUSSED WITH ARCHITECT/DESIGNER/ENC INEER. 2: ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BU I LD I NO FOUNDA71 ONS AND DIRECTED TO LANDSCAPED AREAS. 5: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING. A MINIMUM 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. (R401.5) EXCEPT: A. IF BUILDING 517E DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE I N57ALLAT I ON OF DRAINS OR SNALE5 TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. B. IMPERVIOUS SURFACES NI7HIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2366 AWAY FROM THE BU I LD I NO. 4: ONE SITE DRAINAGE NO CONCENTRATED FLOW ACROSS THE RIOHT-OF WAY. NO DRA I NAGE ONTO NEIOHBORINO PROPERTY. 5: CONTRACTOR'S RESPONSIBILITY TO ALL UNDERGROUND UTILITIES. AND RE5PON51 BLE FOR DU57 CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK 15 LEFT IN A GLEAN CONDITION. 6: CONTRACTOR/SURVEYOR TO PROVIDE CON7RUGTION STAK I NO AND A WRITTEN CERTIFICATION TO CONFIRM ALL THE BU I LD I N5 SETBACKS ARE PER THE APPROVED PLANS. 5'-11}2'" r "rA � C ' 16'-11 so' -0" D A= 24'-1" X 26-5" - 55.7 = 5416.5 5 (PORCH) = 41'-5" X 4'-41 1/2" -7.5 = 45.2 G (GARAGE) = 22'-8 1/2" X 21'-5 1/2" _ 474.5.5 D= 50'-O" X 51'-0"+ 6.7 = I 55.7 -rola E= 16'-11" X IV -5 1/2" = 261. F= 15'-5 1/2" X 5'-11 1/2" = 68.5 TOTAL LIVING AREA: 2,482 TOTAL GARAGE: 474.5 SO.FT. TOTAL PORCH: 45.2 SG.FT. 474.5 24'-1" L 21' 5%- A GI N I N B AREA CALCULATION SCALE: I00 on , NO Ffz2,0FOSED SITE FLAN/ROOF FLAN SCALE: Va'*'-O" ENCROACHMENT PER CITY 57D.1-21. 51 If, 11 SCALE ZEAR YARD: 32'-7") +(27'-I I "X17' -I 2") 25 > 60X20=1,200 -STORY HOUSE I -STORY HOUSE IINTAIN EXISTING .A I NAGE TTERN. NO NEW .AIN TO OHBOR OAS METER TO MAIN z UApple Inrinue Loop - il 11 c,.W, II°Ase LLIQ � o0 f m � - AMC Cupenino J � € LLJV _J Z Alves or Square l6-' vallcop��y�-pv�, G z � o a � ®Stevens w V z �'st-ns V � &teven5 Creek Blvd creek 61vd Cu R e rt i no St--C-1,61W Stevens creek all K Creek Blvd tO w T Salad Pr 0 yJ Lu y �a De A"za 0 lu Corr munityCollege LU z 1z _ V.. AYC d m W a is Mar e, m W - rmanente _ �'g a Pacirrca or Craekside Park �ur,i p - w Q Monta Vista High School mceleuan Ra ¢ 11-11,r 0.v® a Elmhurst Pro Y d $ SAM, ¢a McG�e4ar0. '174618-• cos 8 IHe��pon Pr � Ballinger Hood ^ a c � 3 JoflymanPar � 4 � aou; ea a� n9er Rd Moorq ry m � Pf�OJEGTvLOG�T�O,�I t w�Il Payer S[eve,s Creek Terrace"r�boi 8S°C 9a3Ery � 0,,,�a WEST VALLEY vuurrly Park h Cafe -San Jose tr a v '00n SCafabazas Park € WEST SAN JOSE 3 ' Rainhow Dr Rain�yyp to Sunnyvale Rada rbv��� lLGurClu6 CALABAZAS ryr-n ins Creek Quart y w�swr+aWsvro w SOUTH tosses Over°`, o�Se� 0 PAY a Prcchertl � � 4§, Ranch Open es,rhsrt Fl SARATOGA CREEK Space Preserve\- P-1 Rd Buffalo Wlld Wlrgs 0 m;unr, Ave d5 a 4 4P+ q ar, o Knollwone ". ' GW/ytab a Kevin Moran Parka m as w can "., ^� Fremont Ofder m B R OOH Y IEW t" Norihlawn� - - Open Space Q Saratoga Country Club wameal m 90°` ... preserve Cox Ave Bucknall Bd AFFL I CA5LE CODE ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLONINO CALIFORNIA BUILDING CODE 2016 EDITION CALIFORNIA RESIDENTIAL CODE 2016 EDITION CALIFORNIA MECHANICAL CODE 2016 EDITION CALIFORNIA PLUMBIN5 CODE 2016 EDITION CALIFORNIA ELECTRIC. CODE 2016 EDITION CALIFORNIA RESIDENTIAL ENEROY CODE 2016 EDITION CALIFORNIA GREEN BUILDING CODE 2016 EDITION CITY OF CUPERTINO MUNICIPAL CODE I 1111111 5ENEAL NOTES: I. ALL CONSTRUCTION SHALL EXCEED THE LATEST EDITION OF CODES ADOPTED BY LOCAL BLDG OFFICIAL. AND ALL OTHER HEALTH AND SAFETY CODES, ORDINANCES AND REOU I REMENTS ADOPTED BY GOVERNINO AOENOIES. IN THE EVENT OF A CONFLICT A17H CODE REOUIREMENT5 AND ITEMS GALLED OUT ON THE DRAWINGS. THAT CODE OR GALL OUT WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. NOTIFY THE ARCH ITECT/DESIONER/ ENGINEER ANY VIOLATION OF CODE IMMEDIATELY. 2. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING AND SHALL VERIFY ALL F-XI571NO CONDITIONS PRIOR TO BEOINNINO OF WORK. 5. PAD ORADE UNDER BUILDING SHALL HAVE POSITIVE SLOPE TO A MINIMUM OF ONE AREA DRAIN WHICH SHALL BE PIPED TO STREET. 4. FIN15H ORADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND DRAIN TO STREET. 5. IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT SATURATION OF SOIL ADJACENT TO BU I LD I NO. 6. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, RESOLVE, AND INSTALL ALL MATERIALS AND EOU I PMENT5. 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOW OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 50ALED DIMENSIONS. FIELD VERIFY ALL CABINET SPACE AND FIXED OLA55 SIZES, APPLIANCE, FIXTURES, EOU I PMENT ETC. CLEARANCES. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE allALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. THE ARCHITECT/DESIGNER WILL NOT BE OBSERVINO THE CONSTRUCTION OF TH15 PROJECT. 8. DURING CON57RUC71 ON STAGE, IF ANY ADDITIONAL EQUIPMENT TO BE INSTALLED OF CHANCE ORDERS REQUESTED BY OWNER, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER/ENGINEERS IMMEDIATELY. 10. SUBCONTRACTORS SHALL COORDINATE THEIR WORKS WITH EACH OTHER PROFESSIONALLY. NOTIFY GENERAL CONTRACTOR ANY DISCREPANCY $ DIFFICULTY. 11. TRADE NAME AND MANUFACTURERS REFERRED TO ARE FOR QUALITY STANDARDS ONLY. SUBSTITUTIONS WILL BE PERMITTED AS APPROVED BY OWNER. 12. CONTRACTOR'S PROPOSAL INCLUDES ON THE 517E PROJECT MANAGEMENT AND FIELD SUPERVISION AS REQUIRED TO MAINTAIN A SAFE AND EFFICIENT WORK PLACE. I: ADD NEW ADDITION TO THE EXISTING HOUSE IN THE FRONT, LEFT 51DE AND REAR YARD. 2: REMODEL THE F -X 1571 NO KITCHEN, BATHROOMS. SHEET INDEX A -O 517E PLAN/ROOF PLAN, PROJECT DATA, VICINITY MAP TOP SURVEY 7-1 BOUNDARY AND TOPOGRAPHIC SURVEY ARCHITECTURAL A -I EXISTING FLOOR PLAN, ELEVATIONS A-2 PROPOSED FLOOR PLAN A-5 FROF05ED BUILDIING ELEVATIONS A-4 BUILDIINC SECTIONS A-6 PROPOSED LIGHTING PLAN A-6.1 PROP05ED ELECTRICAL PLAN A-7 ARCHITECTURAL DETAILS CITY OF CUPERTINO BF -57 MANAEMENT PRACTICES TITLE 24 7-24 TITLE 24/ENERGY COMPLIANCE FORMS 7-24 TITLE 24/ENERGY COMPLIANCE FORMS STRUCTURAL 5-1.0 GENERAL NOTES 5-1.1 TYPICAL DETAILS 5-2.0 FLOOR FRAMING/ FOUNDATION PLAN 5-2.1 GE I L I NO FRAM I NO, ROOF FRAM I NO PLANS 5-5.0 DETAILS 5-5.1 DETAILS NOTES: 1: THE ARCHITECTURAL SITE PLAN 15 PROVIDED FOR BUILDING AND 51TE WORK LAYOUT ONLY. THE CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, EX 15TI NO IMPROVEMENTS, PROPERTY LINES EASEMENTS, SETBACKS UTILITIES AND SUBSTRUCTURES. ALL DISCREPANCIES SHALL BE IMMEDIATELY DISCUSSED WITH ARCHITECT/DESIGNER/ENC INEER. 2: ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BU I LD I NO FOUNDA71 ONS AND DIRECTED TO LANDSCAPED AREAS. 5: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING. A MINIMUM 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. (R401.5) EXCEPT: A. IF BUILDING 517E DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE I N57ALLAT I ON OF DRAINS OR SNALE5 TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. B. IMPERVIOUS SURFACES NI7HIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2366 AWAY FROM THE BU I LD I NO. 4: ONE SITE DRAINAGE NO CONCENTRATED FLOW ACROSS THE RIOHT-OF WAY. NO DRA I NAGE ONTO NEIOHBORINO PROPERTY. 5: CONTRACTOR'S RESPONSIBILITY TO ALL UNDERGROUND UTILITIES. AND RE5PON51 BLE FOR DU57 CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK 15 LEFT IN A GLEAN CONDITION. 6: CONTRACTOR/SURVEYOR TO PROVIDE CON7RUGTION STAK I NO AND A WRITTEN CERTIFICATION TO CONFIRM ALL THE BU I LD I N5 SETBACKS ARE PER THE APPROVED PLANS. 5'-11}2'" r "rA � C ' 16'-11 so' -0" D A= 24'-1" X 26-5" - 55.7 = 5416.5 5 (PORCH) = 41'-5" X 4'-41 1/2" -7.5 = 45.2 G (GARAGE) = 22'-8 1/2" X 21'-5 1/2" _ 474.5.5 D= 50'-O" X 51'-0"+ 6.7 = I 55.7 -rola E= 16'-11" X IV -5 1/2" = 261. F= 15'-5 1/2" X 5'-11 1/2" = 68.5 TOTAL LIVING AREA: 2,482 TOTAL GARAGE: 474.5 SO.FT. TOTAL PORCH: 45.2 SG.FT. 474.5 24'-1" L 21' 5%- A GI N I N B AREA CALCULATION SCALE: I00 on , NO Ffz2,0FOSED SITE FLAN/ROOF FLAN SCALE: Va'*'-O" ENCROACHMENT PER CITY 57D.1-21. 51 If, 11 SCALE ZEAR YARD: 32'-7") +(27'-I I "X17' -I 2") 25 > 60X20=1,200 -STORY HOUSE I -STORY HOUSE IINTAIN EXISTING .A I NAGE TTERN. NO NEW .AIN TO OHBOR OAS METER TO MAIN 0L z LL Lu LLI 0) 0L LLJ z 0 LLIQ � o0 u J LLJV _J Z Z 0 z � o w V z Z V � J LLI I K tO w T o 0 yJ Lu lu LU z 1z > - w 0L z LL Lu LLI 0) 0L LLJ LLIQ u LLJV W Z 0 O LIA O Z LLI I K T 0 Date: 1028/17 Scale: AS -SHOWN Drawn: L Job: Sheet: A -o Of Sheets TOP OF PLATE I I O I I 00 FINISH FLOOR (E) IOHT ELEVATION SCALE: (WEST) TOP OF PLATE 0 I FINISH FLOOR TOP OF PLATE I 00 FINISH FLOOR (E) EA ELEVATION SCALE: I/8"= I' -O" (SOUTH) (E) LEFT ELEVATION z m w Q w J O — Lu LL LU 0 0 z z 0) x X LU LU % SCALE: I/8"=1' -O" (EAST) LU � p So � m LU LU (E) FLOOR FLAN 5 SCALE:UA ' 10' 15' O I I TOP OF PLATE -H SCALEW � J CD E:l 11 1 r I -- -00 2-10.85 FINISH FLOOR SCALE: (NORTH) Date: 1028/17 Scale: AS -SHOWN Drawn: L Job: Sheet: A_� Of Sheets NOTE: ALL INTERIOR FINISH MATERIALS, KITGHEN EQUIPMENTS, PLUMBING FIXTURES AND ELEG. FIXTURES SHALL BE SELECTED BY OWNERS. PROVIDE INTERCOM, SECURITY $ VACUUM AT OWNER'S OPTION WINDOWS $ DOOR SIZES ARE FOR DESIGN PURPOSE ONLY. ACTUAL WINDOW $ DOOR SIZES SHALL BE FRAMED $ SET PER MFO. SPECIFICATIONS. MAKE $ MODEL NUMBERS SHALL BE GALLED OUT PERSUPPLIER'S AND/OR OWNER'S SPECIFICATIONS. NINDON5 TO BE DUALPANED (U.N.O.) u' Q 50'-0"f 5'-11)/2"f— 9)/2 _ 2,-8„ 1 1'-7)/2„ 2'-8» ol 2646 5H 4046 5H 2646 5H W/2616 TRA 50M W/4016 TRANSOM W/2616 TRAN50 O X N I dzz o z I O N xF x N N s E 1 M. BEDROOM 1 I I 2'-0» 1 12'-0" I 1 1 1 X X IN1 A -A I 1 1 A-4 I I I I (N) 10'-0" GL. 15 1 I I 1L 2468 L — — — — 0 (N) q'-5"+ GL. IN1 N 4040 SLD. ' 2468 - - I o 1 w Q u ® IN2 0 o BEDROOM #2 m � 0 �u o I o of Lw Li1 0 3'-0" ° 3,-0" `� (E) v -O" GL. N +I i I 00 2'x2' CD 0 SKLT I N 1 2x2 41 IN3 11 — m O — -725(5�p BFD. g" ❑9 � I ry 1 16 Ln_ ,y R _ �a Ufi � �!dJY - � 1 'MI "MIN. I /X\ � — Iz m ❑1 IN1 +I 2468 6'-0" _ I I o IN3 IN2 2SK-TIO BEDROOM #3 �I 4'x2' 0 1 SKLT 11 (E) a' -O" GL. (E) 8'-O" GL. IN1 DINING RM 3640 GM. V_0" 4'-7'2 EGRESS X IN3 �9 0 in N 2668 W N 2 SUNS 12 z �, 3 o� ° BEDROOM #4= TUt NEL 6 GL. 6'-2" 5'-11 1'-7" 3'-3" N �, 1 FOYER I 5068 SLD. tb&------ —— N 1, 6" 1 0 5068 SLD. (N) a'-511± GL. o�Q — ------ — — — — —--- $ I N 1 (N) lo' -o" GLI. (N) l0'-0" GL.I v I I I I 2'-0" 12 —0 L I L X I N I STUDY ROOM I 4 6 -_ 1 6068 ENTRY 1 w/ 6016 TRANSOM � I I NCO L------ --- X 96 o�Q 0 �3 � I PORCH N 0 I 131F n N 2648 GM. 4048FIX. 2648 GM. N16016 W4016 H/6016 TRANSOM TRANSOM TRANSOM 2'-6" 11'-7Y2" 2'-6„ 4'-1 1Y2" 16'-7)/2" 7'-5" ol 11 lo 49'-1 1Y2" . . 2T`-4` 9'-0" I. ol EQ. 296 EQ. 0 D4 6' - 6 4068 FIX. - — — — — — —SLp. — — - 4068 FIX. - dl 0 (E) 5'-0" GL. N — — — — — — — — — — — — — — — — — — — I I (N) 8'-8" GL. I I OREAT ROOM 1 ❑7 I I I_H 1 12'-0'- L to II I I� I I 1 LF -1F c o I 11 I 1 11 I o _ 1__FL--1L- -J-1 IF X KITCHEN 11 4X2 11 t o � N o 5KLT I I I L _j 1100 � r REF K I N 2'-0" a m I\\--71 /X\ I L — (E) OA 20'-0" 51-1 INr. 0 2880 15 0 2% 3'-0" d 0 I 1n in L Ln 0 I 0 V) +I m co NOTES: 0 PROVIDE 18"X24" UNDERFLOOR ACCESS ❑PROVIDE 30"X30" ATTIC ACCESS, MIN, 30" 2 HEADROOM CLEARANCE. ❑SELF-CLOSINO SOLID GORE DOOR 1-3/8" THICK 3 WITH 20 MINUTES RATED. (BY: GAL -DOOR CO. OR APPROVED EQUAL) ❑ALL EXTERIOR WOOD DOORS SHALL WITH 4 WEATHER STRIP. GARAOE CONSTRUCTION: (ONE HOUR RATED) ❑5 5/8" GYP. BD. TYPE "X" ON WALL, CEILING, AND POSTS. FIRE RESISTANT CAULKINO AT PENETRATIONS. -7.15" MAX. FOR IN-5NINOING DOORS $ 1.5" MAX. © FOR OUT -SWINGING DOORS FROM THE TOP OF THE THRESHOLD TO THE LANDING AT THE EXTERIOR DOORS. (R311.5.1) ❑THE FIRE PLACES ARE OAS APPLIANCES CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION AND THEY WILL BE INSTALLED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. (HEAT -$ 010 MODEL: 5L -750-7R5 ANSI Z21.88a-2007, LISTING #: UL307B) BATH TUB AND SHOWER: ® A. #15 FELT ON BACK STUD UP TO 72" KITH HOT MOP a SHOWER PAN B. TEMPERED OLA55 ENCLOSURE A17H CERAMIC TILE @ WALLS. G. PROVED A SUBSTRATE OF CEMENTITIOUS BACKER MATERIAL AT ALL LOCATION WHERE SUBJECT TO SPLASH AND HUMIDITY, PER GBG 25011.3 GLASS MAT WATER RESISTANCE GYP. BD. AT ALL LOCATION NHRE SUBJECT TO SPLASH AND HUMIDITY, PER GBG 25011. ❑SHOWER STALLS SHALL HAVE A CLEAR 9 INTERIOR FINISH AREA OF 1,024 5a.IN. PER CPG 408.6. AND BE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL. THESE CLEARANCES SHALL BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE SHOWER DRAIN. €CPG 411.7) PROVIDE WHOLE HOUSE FAN N17H MAX. I SONE ❑ 10 SOUND RATING. 60 CFM MIN. 11 SKYLIOHHT (VELUX LISTING #: ER—Olcia) SUN TUNNEL (LISTING #:426) 12 PROVIDE COMBUSTION AIR FOR GAS DRYERS. 13 LOUVER VENTS ON DOOR ENCLOSURE - ONE OPENING SHALL BE LOCATED N17HIN THE UPPER 12" OF THE ENCLOSURE AND ONE OPENING SHALL BE LOCATED WITHIN THE LONER 12" OF THE ENCLOSURE PER GMC 701.5. EXHAUST AIR VENT FOR DRYER TERMINATES TO 14 THE OUTSIDE OF BUILDING MINIMUM 3 FEET FROM ANY OPENING PER GMG 504.5. DRYER VENT DUCT SHALL BE 5" AND SHALL HAVE A BAGK DRAFT DAMPER. [CMG 504.11 DRYER VENTS MUST TERMINATE AT THE EXTERIOR. 7ANKLE55 WATER HEATER (RINNAI OR EQ. 15 L 1 STI NO#: 5035305 ❑FURNACE, ELEC. WATER HEATER IN ATTIC 16 A. PA55AOEAAY SHALL BE UNOBSTRUCTED AND HAVE SOLID FLOORING NOT LESS THAN 24" WIDE FROM ENTRANCE OPENING TO APPLIANCE. B. LEVEL WORKING PLATFORM OR GRADE SURFACE NOT LESS THAN 30"X30" IN FRONT OF SERVICE SIDE OF APPLIANCE. (CARRIER 51iTP&A LISTING #: 11001) \ (N) 8'-0" GL. / 0 FROFOSED FL=OOR FLAN \ SGALE: I/4'= I' -O" LEGEND NOTE: 6 I — — — — — — — — — — — — — — — 6068 ENTRY EXIST. HALL TO BE REMOVED w/ 6016 TRAN50M EXIST. WALL TO REMAIN N I J NEW N4LL NALL STYLE 7 Q 5 YlI� 20'-11)/2" SC ALE - W z N w 4 w J O N N I o I I I 15 0 2% 3'-0" d 0 I 1n in L Ln 0 I 0 V) +I m co NOTES: 0 PROVIDE 18"X24" UNDERFLOOR ACCESS ❑PROVIDE 30"X30" ATTIC ACCESS, MIN, 30" 2 HEADROOM CLEARANCE. ❑SELF-CLOSINO SOLID GORE DOOR 1-3/8" THICK 3 WITH 20 MINUTES RATED. (BY: GAL -DOOR CO. OR APPROVED EQUAL) ❑ALL EXTERIOR WOOD DOORS SHALL WITH 4 WEATHER STRIP. GARAOE CONSTRUCTION: (ONE HOUR RATED) ❑5 5/8" GYP. BD. TYPE "X" ON WALL, CEILING, AND POSTS. FIRE RESISTANT CAULKINO AT PENETRATIONS. -7.15" MAX. FOR IN-5NINOING DOORS $ 1.5" MAX. © FOR OUT -SWINGING DOORS FROM THE TOP OF THE THRESHOLD TO THE LANDING AT THE EXTERIOR DOORS. (R311.5.1) ❑THE FIRE PLACES ARE OAS APPLIANCES CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION AND THEY WILL BE INSTALLED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. (HEAT -$ 010 MODEL: 5L -750-7R5 ANSI Z21.88a-2007, LISTING #: UL307B) BATH TUB AND SHOWER: ® A. #15 FELT ON BACK STUD UP TO 72" KITH HOT MOP a SHOWER PAN B. TEMPERED OLA55 ENCLOSURE A17H CERAMIC TILE @ WALLS. G. PROVED A SUBSTRATE OF CEMENTITIOUS BACKER MATERIAL AT ALL LOCATION WHERE SUBJECT TO SPLASH AND HUMIDITY, PER GBG 25011.3 GLASS MAT WATER RESISTANCE GYP. BD. AT ALL LOCATION NHRE SUBJECT TO SPLASH AND HUMIDITY, PER GBG 25011. ❑SHOWER STALLS SHALL HAVE A CLEAR 9 INTERIOR FINISH AREA OF 1,024 5a.IN. PER CPG 408.6. AND BE ABLE TO ACCOMMODATE A MINIMUM 30 INCH CIRCLE AT THE THRESHOLD LEVEL. THESE CLEARANCES SHALL BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE SHOWER DRAIN. €CPG 411.7) PROVIDE WHOLE HOUSE FAN N17H MAX. I SONE ❑ 10 SOUND RATING. 60 CFM MIN. 11 SKYLIOHHT (VELUX LISTING #: ER—Olcia) SUN TUNNEL (LISTING #:426) 12 PROVIDE COMBUSTION AIR FOR GAS DRYERS. 13 LOUVER VENTS ON DOOR ENCLOSURE - ONE OPENING SHALL BE LOCATED N17HIN THE UPPER 12" OF THE ENCLOSURE AND ONE OPENING SHALL BE LOCATED WITHIN THE LONER 12" OF THE ENCLOSURE PER GMC 701.5. EXHAUST AIR VENT FOR DRYER TERMINATES TO 14 THE OUTSIDE OF BUILDING MINIMUM 3 FEET FROM ANY OPENING PER GMG 504.5. DRYER VENT DUCT SHALL BE 5" AND SHALL HAVE A BAGK DRAFT DAMPER. [CMG 504.11 DRYER VENTS MUST TERMINATE AT THE EXTERIOR. 7ANKLE55 WATER HEATER (RINNAI OR EQ. 15 L 1 STI NO#: 5035305 ❑FURNACE, ELEC. WATER HEATER IN ATTIC 16 A. PA55AOEAAY SHALL BE UNOBSTRUCTED AND HAVE SOLID FLOORING NOT LESS THAN 24" WIDE FROM ENTRANCE OPENING TO APPLIANCE. B. LEVEL WORKING PLATFORM OR GRADE SURFACE NOT LESS THAN 30"X30" IN FRONT OF SERVICE SIDE OF APPLIANCE. (CARRIER 51iTP&A LISTING #: 11001) \ (N) 8'-0" GL. / 0 FROFOSED FL=OOR FLAN \ SGALE: I/4'= I' -O" LEGEND NOTE: 6 I — — — — — — — — — — — — — — — 6068 ENTRY EXIST. HALL TO BE REMOVED w/ 6016 TRAN50M EXIST. WALL TO REMAIN N I J NEW N4LL NALL STYLE 7 Q 5 YlI� 20'-11)/2" SC ALE - W z N w 4 w J Date: 1028/11 Scale: AS -SHOWN Drawn: L Job: Sheet: A=2 Of Sheets 7— W I Z OCA CA z 0 M OL � W Date: 1028/11 Scale: AS -SHOWN Drawn: L Job: Sheet: A=2 Of Sheets ilk IN \/ 1 Eal PL. 4 SCALE: I/4"= I' -O" (WEST) PL. r--��REAR ELEVATION 1 SCALE: 1/4"=l' -O" (SOUTH) TOP nF ELATE 00 LO FINISH FLOOR C1 LO 0 0 rn I I 00 0 PL. 10'-0" \--<�> TNI LEFT ELEVAT ON SCALE: 1/4''=l' -O" FRONT ELEVATION SCALE: 1/4"= I' -O" (EAST) (NORTH) PL. 0 0 ELEVATION NOTES: OROOF: GONG. TILE ROOF ('LIFE TILE' I CBO #33(oq OR APPRO. EQ. GLASS A MIN) ON 30 LB BLDG FELT OVER PLYWOOD SHEETING OEXTERIOR PLASTER/STUCCO: PLASTERING WITH PORTLAND GEMENT PLASTER SHALL NOT BE LE55 THAN THREE GOATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO GOATS WHEN APPLIED OVER MASONRY, CONCRETE, PRE55URE-PRE5ERVATI VE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.6.2). PROVIDE THE WATER -RESISTIVE BARRIERS PER 8703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANGEAT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 DIRECTED BETWEEN THE LAYERS, PER R703.6.3. R703.8 O3 CUSTOM SOLID GORE DOORS O4 DOUBLE GLAZED WINDOWS (TYP.) O5TOCCO OR PRECAST STONE TRIM (TYP.) O6 STUCCO OR PRECAST STONE SILL (TYP.) O7 DECORATIVE SQUARE COLUMN O8 WROUGHT IRON ENTRY DOOR O9 DECORATIVE CHIMINEY CAP,GAS FIRPLACE WITH DIRECT VENTS ON BACKSIDE OF CHIMNEY CHASE. 10 SKYL 15HT 11 DAYLIGHT PLANE <12>ADDRESS PLATE PER GRG 51q <0>5" 26 GA. G.I. PROFILE GUTTER ON 2X8 545 SURFACE FASCIA BOARD WITH DOWN SPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO STREET DIRECTLY) 14 SCREEN VENT WITH 1/4" WIRED MESH (TYP.) 15 WEEP SCREED (TYP.) MIN. 4" ABOVE GRADE OR 2" ABOVE PAVING NOTE: THE CONTRACTOR SHALL VERIFY W/OWNER FOR APPROVED BUILDING COLOR AND MATERIAL BEFORE STARTING THE WORKS. -A z 0 L LU � o0 O � m N 6 J LIA UA zz J V � z ZO mO O Z -A zaz W K T w 0 to w z u NtV<- j J Lu CA ws �o N F LJ O Vu � O O LLj OL Lu Date: 1028/17 5r,016: AS -SHOWN Drawn: L Job: Sheet: A-5 Of Sheets 1 LU O � m LIA UA zz z ZO mO O Z -A W K T 0 Date: 1028/17 5r,016: AS -SHOWN Drawn: L Job: Sheet: A-5 Of Sheets 1 i I EXISTING i I EXISTING NEW I ATT l� VENTILATION ATTIC AREA I(REAR) :555 Sa.FT 353 /150 = 2.4 5G.FT 2.4 Sa.FT x 50% = 1.2 Sa.FT. USE 2" DIA. HOLE, (2) HOLES PER BLOCKING. (EACH HOLE=0.05 Sa.FT.) PROVIDE IN : 1.2 / (2x0.05) =12 BAYS USE I" CONTINUES EAVE VENT A/ 10 Sa.IN. /LF. (0.0611 Sa.FT./LF.) REa'D VENT LENGHTH : 1.2/0.0611 =17 FT PROVIDE CONTINUES EAVE VENT LENGTH: 46 FT. OK U5E 2 O'HA61N TILE "FLAT" VENT @ 0.68 5a.FT. EA. = 2 x 0.68 = 1.36 5a.FT. OK SEE ROOF PLAN FOR LOCATION 5U I LD I NO SECTION 5-5 SCALE: I/4"= I' -O" A77l� VEN7 A71ON ATTIC AREA 2 (FRONT) : 725 SOFT 725 /150 = 4.8 Sa.FT 4.8 SG.FT x 5051c = 2.4 Sa.FT. USE 2" DIA. HOLE, (2) HOLES PER BLOCKING. (EACH HOLE=0.05 SG.FT.) PROVIDE IN : 2.4 / (2x0.05) =24 BAYS USE I" CONTINUES EAVE VENT V4110 Sa.IN. /LF. (0.0611 Sa.FT./LF.) REa'D VENT LENGHTH : 2.4/0.0611 =35 FT PROVIDE CONTINUES EAVE VENT LENGTH: 76 FT. OK U5E 4 O'HA61N TILE "FLAT" VENT @ 0.68 50.FT. EA. = 4 x 0.68 = 2.12 50.FT. OK SEE ROOF PLAN FOR LOCATION FOUNDATION VENNI LATl ON CRAWL SPACE AREA #1 (REAR) = 330 SG.FT. 31�ia5.a/150 = 2.2 Sa.FT. (REQUIRED VENT AREA) USE 15" x 7" FOUNDATION VENT = 0.73 Sa.FT. REa'D FOUNDATION VENTS : 2.2/0.73 = 3 PROVIDE FOUNDATION VENTS = 4 OK SEE ELEVATIONS FOR LOCATION CONTRACTOR TO VERIFY THE EXISTING VENT LOCATIONS 5ULDINO SECTION A_A SCALE: 1/4"=l' -O" FOUNL7)AfilON VENT ANION CRAWL SPACE AREA #1 (FRONT) = 604 Sa.FT. 604/150 = 4 Sa.FT. (REaUIRED VENT AREA) USE 15" x 7" FOUNDATION VENT = 0.73 Sa.FT. REa'D FOUNDATION VENTS : 4/0.73 = 5.5 PROVIDE FOUNDATION VENTS = 6 OK SEE ELEVATIONS FOR LOCATION CONTRACTOR TO VERIFY THE EXISTING VENT LOCATIONS 7— Lu Date: 1028/17 Sea 1 e : AS -SHOWN Drawn: L Job: Sheet: A_4 Of Sheets z Lu � Q � m Lu Lu z z Zma O n �v r w � T- 0 Date: 1028/17 Sea 1 e : AS -SHOWN Drawn: L Job: Sheet: A_4 Of Sheets --�S-S-S-----SS-- _ 0 BAs I�F BEARING 7 28.1 5 S890 54' 30"W ROADBOLLINGER 1 R W 9 0') C / AC I AC ONC CURB & GUTTER x2,¢7.7 ONC CURB & GUTTER 0 1 --�S-- -- S_____ s__--S-- 65.2 ,ane, DW Ll U DW 0 + DW 65.7 M WM 1 GROUND GROUND GROUND 5' WIRE CLEARA MENT CONC 00 CONC - ACK OF SIDE -WALK 0. o > » a CONC 1 25.20' 20' BUILDING SETBACK I E 6"T• x269. 1 �6B.8 6 TH n68 9 5' _P 69.4 5" 69.1 J 5" x269 >Q69.. 4.97' HOUSE y GM ° 4 a W O Ln O O O S89 54 30 W �'» T. c 25.22' 4 4 4 TREE DRIP LINE a/ I ° 'T.4 I ROUND /z�. f 4 a 5 SET BACK LINE 1 3» /4",5"T 6 ° a I I I CONC - � x268.9 4 � °- \ ONC / BRICK W�LL / 4 P40RCH I, I _ 4 4I o 41 J I / 1 11 4 4 4 ONC �' BRICK ALL 6a4 0 CO 1 4 5.10' LL) HOUSE 4 - O Cl lc� o 1n I 0 0 0 HOUSE ROOF -PEAK: 285.65 w GARAGE FF: 269.30 0 FF: 270.85 I I / EM 4.95 / H AC STEP x269.5 x26s.7 5.08 4 UNIT / �s.s W00 4 ° 4 32.59' o s.2 PLANTER x269.6 x269.8 \ I I I 10' SET BACK LINE --m- �' 4 0/ NC / BRICK WALL ,0697 5' WIRE CLEARANCE EASEMENT 4� x269.9 0 32.59' q x269.9 I '7270.0 c x270HED yiL 4" 4"T. -OH -OH -OH - QH - H�a -OH - S890 54' 30"W 5' PUBLIC SERVICE EASEMENT 7468 Bollinger Road Cupertino APN: 359-24-012 N 5' PUBLIC SERVICE EASEMENT Scale: 1" - 10' Prepared by: Checked by: Date: 1212112017 Project No: 217169 "I",, �tiQ OF C AVNF --� SSMH RIM: 265.16 SDMH RIM: 265.16 - - PROPERTY LINE EXISTING LOTS C ENTERUNE EASEMENT LINE - - - -sem- SANITARY SEWER LINE - - - -SD STORM DRAIN LINE -OH OVERHEAD POWER LINE WOOD FENCE X264.9 LAND AD v RYAN A. MIX ANC N0. 8743 "I",, �tiQ OF C AVNF --� SSMH RIM: 265.16 SDMH RIM: 265.16 - - PROPERTY LINE EXISTING LOTS C ENTERUNE EASEMENT LINE - - - -sem- SANITARY SEWER LINE - - - -SD STORM DRAIN LINE -OH OVERHEAD POWER LINE WOOD FENCE X264.9 ASPHALT AD POWER POLE ANC FIRE HYDRANT B SB L JOINT POLE C&G p0 SURVEY MONUMENT FOUND CB TB M (ELEVATION) CO Wv DW WATER VALVE EB C ONG RETE EM AC AC ASPHALT AD AREA DRAIN ANC ANCHOR B SB L BUILDING SETBACK LINE C&G CURB AND GUTTER CB CATCH BASIN CO CLEAN OUT DW DRIVEWAY EB ELECTRIC BOX EM ELECTRIC METER EP EDGE OF PAVEMENT FH FIRE HYDRANT GA GUY ANCHOR GM GAS METER GV GAS VALVE IV IRRIGATION VALVE LP LIGHT POLE MB MAIL BOX MH UTILITY MANHOLE P.U.E. PUBLIC UTILITY EASEMENT P BRICK GONG PILLAR PP POWER POLE (R) RADIAL BEARING SL STREET LIGHT SDMH STORM DRAINAGE MANHOLE SSMH SANITARY SEWER MANHOLE SSC 0 SANITARY SEWER CLEAN OUT TC D THROUGH CURB DRAIN TS TRAFFIC SIGN VG VALLEY GUTTER WM WATER METER WV WATER VALVE DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: FOUND SURVEY MONUMENTS. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:100 PAGE:8 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. PROJECT BENCHMARK: S.C.V.W.D. BENCHMARK BM# 238 ELEVATION=257.35' (NAVD 88 DATUM) SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=266.13' (NAVD 88 DATUM) BOUNDARY AND TOPOGRAPHIC SURVEY MAP Sheet No: T-1 SCALE 1"= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. \ REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 6,600 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 20178938 BY FIRST AMERICAN TITLE CO. DATED 3/24/2009, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. O 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. O O O L 0) O No O O G7 BOUNDARY AND TOPOGRAPHIC SURVEY MAP Sheet No: T-1 SCALE 1"= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. \ REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO