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Home My WebLink About31700 GRAPE ST_ 94-62231700 GRAPE STREET 94 -622 r WAIT l 1 a-_" I 0 f Ay. 1 I ' I I I I J I I!/ FP c^p11 1 Y - ri 7' T) I 4A. c» 4 W W Gi Q 1 • 1:_ 5 I T s 1 F ' . ' 14. I • ` F to Ll_ I I 1 . Ilcr LLB I I N? F 4D so I 1 I i I I Y PIP, W pli, S\ Q wm _,.. YY, Ili I. ME@ I P RCEL 8 5 7,500 SF alb \ 4 \ \\ F IT 4,, N ae'- - - / \ LOIN O , ` ; o.• 1 5 \ f 9 \ 4B W no 4' rC e Q rte•' -_ , f_- K IDRMIlA1.E / • i 2: IJAN. IHA'!T'IID4 B / l IA \ R2 fR_( 1' 22 II Axu 1 j 2% M I b 1 LEGLtY) 3>?" t i 6• DIA. MASONRY WALL. DRAIN. PRO7'FRTY LINT P/l. rLRICHT 01 WAY LANL . R/W L7 CVRI+PIN FXIST ING CONTOUR FLFYATION 01,11: I- (iik5lfx k(MOSCU PROPOSED CONTOUR ELF VAT ION LINE •- j CI1rIt IN GRADI PROPOSED SLOPE AND CJl AD IENT (VARIES) rY2. -iit o- whL' rP' r (y PROPOSED 6' OR 12^ WIDE TERRACE -y 11 W'IIII CONCRETE LINFU DITCH . . . . ` I' MIN VMIL. A i 1 IMIT OF CRADINC . . . . . . ]I'_:k I'Itppl'USIU - 1'. DI RCHIIIWAIT - CUT/T'IL.L LINE (Ar`PRf1 %IMATE LOCATION) i PROPOSED TOP 01 CURB ELEVATION 37.25TC PROPOSED GITNR ELEVATION 36.75 G PROPOSED FIN 1511 GRADE ELEVATION 40.90FG 1L!MLI. ELI__ PROPOSED FLOA LINE ELEVATION . . FL NOT 10 C ^ALE PROPOSED FINISH FLOOR ELEVATION . . . . . FF 1•RUPVSLU., l NATURAL. POISE GROUND ELEVATI N NO I rl s1. i4 ' cR An[ PROPOSED PAL ELF 1 J PE DIRLCTIOII OF FLOW LA 114N r D7 SL 1O.CON jftflr'jL_ -1, F'PCINOSED CHAIN LI V, FENCE • •• '• x- TU1 : ONIRA TOP IS SPECII ICALLY CA'JIIONED T11hl T HE L I N AND/OP [LC Vhl rI ' 0f EXI T II JG UTILITIES r S PROPOSE D RE TAIN ING WALL r aaA S", el ON 71.5E PLANS I$ PASCD Or RFCOPDS Or THE PROPOSED CONCRETE LINED DITCHvrRtOS0711IT' COIF AlI ICS AIN) WIERE IDES TOLL _ - - -_ 1!: AS MINTS TAYIN IN 111F I IELD. TIE INPORNF71CN EXISTING STORM DRAINDVSJTTDBERLIEUDJSOhGCXACIOFCWPLCTC IF CONTRACTOR MJSI (AII 11 AIPROPH ATE UTII ITT n'1Po5ED STORY DRA N: C .6YNL( Al I[hSl 4P H P'S WrOH 94, EXr.AVATIO'! . . . . . . --. 1- 8151 EXACT F LLD 10f T DN OE UTILITIES. IT HEAVY DUTY PA>.EAENT OLLOCBIMCE'ISTINGFIESPONSIBIL ITY OF THE CH CONIFL; TO r OIL ALL EXISTING UT it 110M4 WITCH CONPL.ICT xITH P.0 C PAVEIf_NT FD4PROPOSEDIIFkUVE1Ft:75 5110x1! U': ?H(. PI-AN, S. 1. L LL EXPOSED GRADED DIRT TO BE COI.PACTED PER SOILS ENGINEER' RECOM'f_NDAT I ON, . U2. WATF-, SEWER AND STORM DRAINS ARE SHOWN FOR REFERENCE DNLY AND ARE TL BE CONSTRUCTED PER UTILITY PLAN SHEET C-4,5 O 3. ALL FINISH GRADES ARE TO DRAIN AWAY FROM BUILDING AT DUTCH,£ r 05. CONSTRUCTION ND7E5: QUANTITIES, 1D AC. PAVING PER SOILS ENGINEER'S RECOMMENDATION 667,800 S.F. O HEAVY DUTY PAVNG PER SOTS ENGINEER'S RECOMMENDATION 119,480 S.F. Q3 P.C.C. PAVING PER SOILS ENGINEER'S RECOMMENDATION 7,560 S.F. O CONSTRUCT 6• CONCRETE CURB A14D GLITTER PER WAL -MART STANDARD. 4,150 L.F. SEE DETAIL SHEET 4 CONSTRUCT 6' CONCRETE CURB PER WAL -MART STANDARD. SEE DETAIL 12 040 L.F. SHEET 4 O CONSTRUCT 3' W.DE P.C.C. SW'A!E PER DETAIL 91EEi 4 3,160 L.F. G CONSTRUCT 6 WDE P.C.C. SCALE PER DETAIL SHEET 4610 L.F. X' +S '• QB CONSTRUCT FINISH SURFACE PER CAL- T 48LDINC PLANS 61-10,3 RPR P ANU [ R 37 SORSD ND 40 (1 To 9 CONNSTRUCT CONCRETE CURB MODIFIED TO Z B FACE PER CAL- 70 L.F. 51C P CALTRANS C.) MART STANDARDS. SEE DETAIL SHEET 4 JTLEi n SUB DF'Am 1, CONSTRUCT 6' TERRACE WTH 5' WIDE P.C.C. DITCH PER DETAIL SHEET 4 3,500 L.F. MRWGH CRIB TO aSTING GROUND LiF,ATO11 1? CONSTRUCT 12' TERRACE W" " WOE P.C.C. DITCH PER DETAtL SHEET 4 1.200 L.F. Pv' PIPE O Q CONSTRUCT 3' WIDE P.C.C. BROW DITC" PER DETAIL SHEET 4 ,200 L.F. CONSTRUCT INTERCEPTOR DRAIN PER DETAIL SHEET 4 130 L.F. TAO 1\ °Icy O 15 CONSTRUCT DOW! DRAIN PER DETAIL SHEET 4 320 L.F. SPLi S': w 4 16 CONSTRUCT DECORATIVE CONCRETE PAVEMENT 11.580 L F. 2 -6• PK PIPE @) CONSTRUCT MASONRY WALL PER SEPARATE PERMIT e 731S- f1 -3E. 181 INSTALL P VC. ((SOH. 40) PERFORATED SUBSSOC. PIPE PER GEOTEC993. INVESTIGATION REPORT BY ER NICOLE S B-DRR DRIED APR. 21, CHNI 1 , ( CONSTRUCT CRB YA L PER MANJFACTu%ER'S FECOMVErNDATONS UOD STRUC OR F A',. CONSTRUCT HASONRY CONCRETE WALL PER STRUCTURAL PLAN. Q CONSTRUCT TREE WELL PER DETAIL SHEET 4 97 EA. -, 2 CONSTRUCT CUT SLOPE PFR DETAIL SHEET 4 I - SPLASH CONSTRUCT CART CORRAL PER .1111- O! SNEE7 4 WY.1 x'A :i 51 ANOAVCi STEEL BEAM GUARD RA^. PER CRLTRANSTANDMGPLANA77A 1 I ® INS7ALE 6' HIGH STEEL GUARD FENCE PER ARCHITECT PLAN k WALL FL-I'S 1 2C§ INSTALL OERRIS FENCE IN ACCORDANCE WTH G.A. NICHOLS1{' GEOLOGIC AND SOILS ENGINEERS RECOMMENDATION DATED 08/27/93. gyp', 1 \ ,A•J / I °' 1.72 1+ rII \ © CONSTRUCT AL. SCALE COYSiRUCi P.C.C. FLUME 4'`• I ' 2" l C' 0 r' 4 1 111' \ - _. ! I rl'I IIII111!:..Irllu Iir r 1,:, i II' - iv • J I ICI II I I.: I I iiit• Ifi.' r n ..rIb. Inl I I 4 I jI I n I l 1I N I I r ` Ir I Y I, L •. ; -- - IrCSFv IUR LuPI'rPr.f r:'IxM Nn 1 I EI III( I it TYPICAL. PARKIN(] STALL NOT To s— TYPICAL PARKING /PLANILR NoT IOSCAL[ HANDICAPPED CURD RAMP ror 1OSEAu ANDICAPPLD ' AIL F NOTH ID SCALESiR11SlIENCIrSIIRE (iJSLL MCA r115E41 h' ASN ENCLf1SlJRI:(SlNIIf E) 6o, 1Ts,A,I f ALlly 14' ,. DII C11'nN"Ilitl GUAR 1 PLUE B ROUND. all(r +.LG[R HP rG%c 0,13 VI I7. '` V - I I1 Nfl D lfhl T i .,:hif`I'•N , I B IvVIII (fR VLCAMS H Inr 3' IN rI1 CHIT ry 1 RNTH( lYIC IU LPYBSCdPE / GRAVI1.Gi i- . \:: ACE NI IL', J' -G'A f.LR3 I. J v.; ct.e.