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CEILING.l015T' WA-L-TO-ROOF CONDITION E THIS 81EEf NEW ROCA. 12, 12 PITCH /- 5ECf"0 C A1Y)C STAR LANVIPL.i 5 W RNGE 150.74' SfaLi1XN, axe 1195 AT71G a5W ROOF 12; �ESV&OW 14175' (PERMEIEk1 [ PKAST NOOK ex, FP. 1.-AUNI7f'Y M L�ATN M GL-05 127.32' NG/PROP G$7 • NEW WAIL IEW50 V 141.19' (PE5ME1EPJ NEW WALL 144.5' NEW ROOF 9: 12 PITCH NEW ROOF 1.75 12 EMI r- 5'(L as M 519 E.ANGIW' PEW F. 1159RGGE 190.74' 7'4EVE PATH (fYON17) 5Cf 0 A NEW WALL 148.74' PEWW111 144.5' NEW EDGE —1 9: 12 PITCH NEW1141.75' Ex, P,F. LAVING RM 124.54' NAT CEP PROP GRP CQAT5 PERM NEW F,P. EX. CLG EX. a.G LOCATION NEW syrfr- 129.24 .21,0' NAY 607 PROP GRP EX FF 122.24' NEW FP 120.24' R 5 Cf" 0 \1 3 EX PP 122.24' t � 0 5C11ON NOt 5 A5 APP1.ICA3L5 APG11rEGT5' WET-5TAMP A IO 51GNA'11J8 P.EQLIRE0 ON FINK. PERMIT GIYAWII165. ANY CC N71T10N5 POLING TO f5 GIPFEf NT NM NEWT IS PIZE NTE7 ON PLANS AO TO 6E E1L'Olat-tr TO TFE IMMEOIAATE ATTENTION OF 5AN72A PAW. AA 95001ECT C408) 3,5-1407. 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OA'NC VENT1LAT10N - UNVMNTI~n A55PAPLY �X I GA19\Aa 5C/10 WALL Lac N7 0.193.5 54 29Ag S ANDRA PAIM ARCHITECT Residential C.ommercia3 Historical P.Q Hnr2136 Loa Gatos, Lill£ 95031-2136 408 315.1493 R01905 P 5tCT1ON5 NOf FOK CON5TRUC CON NEW EXTERIOR WALL. 0' 4' 8' 16' VASE: 0543d8 XAIE: ,l411•1'-0 A-6 1l 1 1 1 AC AD BLDG 85L BA, CG CLF CO 00NC DI OWY EA ELEV EM E(0H) EP Ex •BENCHMARK O� MAG NAIL • 111 Q 0 Wict ASPHALT CONCRETE EVA AREA DRAIN BUILDING FC BUILDING SETBACK LINE FD BOTTOM OF WALL/BACK OF FG WALK FH CURB & GUTTER FL CENTERLINE 0 CHAIN LINK FENCE SANITARY SEWER CLEANOUT CONCRETE DRAINAGE INLET DRIVEWAY EASEMENT ELEVATION ELECTRIC METER ELECTRIC OVERHEAD EDGE OF PAVEMENT EXISTING GM INV LIP LS MAX MH MIN MIN NTS OH PSE ELEV = 100.00' VEHICLE ACCESS EASEMENT FACE OF CURB FOUND GROUND FINISH GRADE FIRE HYDRANT FLOW LINE GARAGE SLAB ELEVATION/GAS LINE GAS METER INVERT LIP OF GUTTER LANDSCAPED AREA MAXIMUM MANHOLE MINIMUM MONUMENT WELL NOT TO SCALE OVERHEAD WLK PROPERTY LINE WM PUBLIC. SERVICE EASEMENT WV PSUE PUE PVMT PVC R RW R/W SD SE 55 SSE SW TC TOE TW Crk %i APN 510-16-021 5 PS r l JGEND & bBBREVIAIIONS PUBLIC SERVICE UTILITY EASEMENT PUBLIC UTILITY EASEMENT • PAVEMENT POLYVINYL CHLORIDE RADIUS RETAINING WALL RIGHT OF WAY STORM DRAW SLOPE EASEMENT SANITARY SEWER/LATERAL SANITARY SEWER EASEMENT SIDEWALK TOP OF CURB TOE OF BANK TOP OF WALL WATER WALKWAY WATER METER WATER VALVE ® AREA GRAIN BENCHMARK BOUNDARY ® CATCH BASIN CONCRETE _ c CONTOUR O DRAINAGE EMITTER - - - EASEMENT LINE EXISPNG ELEVATION ---- FENCE TREE s IRON PIPE GAS METER =c GAS VALVE 1 1 , , 1 r f , GARAGE FF - 108.64 HYDRANT: 005TING ▪ INLET JOINT POLE LIGHTING LIGHTING POLE MAIL BOX MONUMENT WELL PROJECT SITE RIGHT OF WAY € SANITARY SEWER CLEAN OUT MANHOLE • SANITARY SEWER MANHOLE STORM DRAIN MANHOLE • SUMP PUMP =E ELECTRICAL 80X ELECTRIC METER 4 APN 510-16-026 e2'20rO3-4v , 1 1 1l 1 1 1 1 1 1 — y D171z'Oi % " S� la 3 4 A 5 4i' 2_OCZ APN 510-16-020 0.20± ACRES C )OC NO. 23452828 EX BLDG FF -12224 f�• R N62'20'037W 194.00' APN 510-16-019 .UTILITY VERTICAL SHORING -. WATER METER WATER VALVE • WELL NOTES 1. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SURFACE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY AND FROM AVAILABLE RECORD DATA, SUBSURFACE OBJECTS, IF ANY, MAY NOT BE SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, UNDERGROUND, UTILITY LINES, UTILITY VAULTS, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE INSPECTION. 2. DIMENSIONS SHOWN HEREON ARE GROUND DISTANCES IN FEET AND DECIMALS THEREOF. 3. NO PROPERTY CORNERS ARE PROPOSED TO BE SET 8Y THIS SURVEY. 4. ASSESSOR'S PARCEL NUMBER: 510-16-020 5. TREE TRUNK LOCATIONS ARE APPROXIMATE. TREES THAT CROSS A PROPERTY LINE AT GROUND LEVEL SHOULD BE CONSIDERED TO BE JOINTLY OWNED BY THE RESPECTIVE PROPERTY OWNERS. CONSULT AN ARBORIST FOR DETAILS. 6. DIMENSIONS FROM HOUSE TO PROPERTY LINE ARE MEASURED FROM THE BUILDING FACE OF THE STRUCTURE. PERPENDICULAR TO THE PROPERTY LINES. • • -F BASIS OF BEARINGS , 1 , 1 SURVEYOR'S STATEMENT THIS BOUNDARY SURVEY AND TOPOGRAPHIC MAP WAS PREPARED BY ME OR UNDER MY DIRECTION. TOM H. MILO L.S. 8438 08/08/17 DATE b 8 8 B 8 5 1 8 0 0 0 0 8 APPLICANT : KANEVSKY ROAD NAME : MASSOL AVENUE FILE NO :