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DESCRIPTION PROPOSED EXISTING SANITARY SEWER ss ----<;-ss --- �---J STORM DRAIN ......................................................... _SD_ SD ----<;� --- N -- J GAS LINE ................................................................... ----ri ---- SITE IMPROVEMENT PLANS FOR: w W. IRIS AVE. LJ WATER LINE .............................................................. --- w �---- ___ ARC AVE. Uj TELEPHONE ............................................................... rEL --- TEL ---- E. HAMMER LN _ OVERHEAD UTILITIES L TACO BELL RESTAURANT C w ............................................... 0 H ----LO�H�---- LUz ___-1 532 W. HAMMER LN . N PKO)ECT SITE LU= ELECTRICAL CONDUIT .............................................. �— ----�_E_�- SAN CARLOS WAY a� oUGAS VALVE ................................................................ GV ---- �---- STOCKTON, CA. 95210 co� U U WATER VALVE 5 CD Z Z 99 W ........................................................... GRADES/ELEVATIONS XX.AVX XX 14� �0 z z w x ckfQN N N Vmj architecture 0 CD LU LU im SLOPE/FLOW DIRECTION S=X.X9 S=X_X9 Design Planning Interiors F ....................................... W o 637 5th Avenue San Rafael, CA 94901 =w o J 415-451-2500 415-451-2595 fax CONTOUR LINE -148- J L� Q z z www.vmarch.com WCENTERLINE .............................................................. - o _ _ STOCKTON, CA. NOT TO SCALE n O O _� RIGHT OF WAY L �} <w w U 0- Of D MANHOLE =1 Io VICINITY MAP 0 o CATCH BASIN ........................................................... o W. HAMMER LANE o Q�,o E S S I p�l Z02 - - ±98.1 RIM EX. ssMH _ _ _ _ _ _ _ _ _ SH EET NO. SH EET TITLE WATER METER .......................................................... w -- �w----- ±INV EX. XX" IN (X) _ _ _ _ _ _ _ - _ _ _ - _ - _ _ _ = C1.0 COVER SHEET �m s o� CURB AND GUTTER � � � � � - -� o m 0111 ___ i - - - - - C2.0 GRADING PLAN & CONSTRUCTION NOTES Q C61758 z C) SIDEWALK .................................................................. 0 L _ �i\� \— - - - - - ex .6/ /23 -- - - - - - - - - - - C3.0 ENLARGED GRADING PLAN T n ±9g.3 RIM EX. SD CB / �� C4.0 ENLARGED GRADING PLAN J P w DRIVEWAY �! �� ±INV EX. XX' IN (X) / / _ _ _ _ — — \� \T \� 0_0 /� a �o C5.0 DETAILS F p� - - - FIRE HYDRANT //// � - - - - - - - — \�� C6.0 HORIZONTAL CONTROL PLAN C� 4 12/08/2021 0 U)w - - - - 8 \ � \\ o SIGN........................................................................... T \�� \ U)mo I — —3 ±20 LF II (0�� — \\8 SANITARY SEWER CLEAN OUT © o> \\\ III z LEGEND: �, N WW UTILITY POLE Uj w III ±58 LFI II DEMO/REMOVE AC PAVEMENT J= FENCE........................................................................ m ±27 LF = — 1 3 U Z 111 WHEELCHAIR RAMP .................................................. \®� �/ III III 4 8 II 8 — N DEMO/REMOVE CONC. SIDEWALK, v a o ELECTROLIERz t= ............................................................ 1 27.8 III CONC. RAMP, SLAB & GUTTER ELECTRICAL SERVICE PEDESTAL e❑ Ej rn 1 ........................ IIS - - - - g �o u U5 CO EX. TRAFFIC LIGHT 1 o 0 111 1I EX. TACO BELL w jII ILII - - - - FF = 101.30 II v o 011 �011 KEY NOTES: SHEET INDEX �/ s W w SYMBOLS LEGEND III 11 O I �I N III o III �1 DEMO/REMOVE AC PAVEMENT s v oz LLo ABBREV. DESCRIPTION III CONSTRUCTION STAKING LIABILITY WAIVER : iMm AB AGGREGATE BASE NG NATIVE GROUND Q II — — — I �2 DEMO/REMOVE CONC. SIDEWALK, SLAB & GUTTER THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT SKW & ASSOCIATES WILL BE ry Z> AC ASPHALT CEMENT NTS NOT TO SCALE III III G �� I I �3 DEMO/REMOVE CONC. CURB PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. SHOULD ANOTHER ENGINEERING W Q BC BEGIN CURVE O/H OVER-HEAD UTILITIES III 1 III — — — Imo 1I III AND/OR SURVEYING FIRM BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, w BFP BACKFLOW PREVENTION ASSEMBLY O.L.R,P. OVERLAND RELEASE POINT U III 11 4 ® SAWCUT CONC./PAVEMENT NOTICE IS HEREBY GIVEN THAT SKW & ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS RECORD DATES BSBL BUILDING SETBACK LINE P PAVEMENT III III � �� FF AND/OR OMISSIONS IF ANY WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED CORRECTED OR // �� 11 �5 REMOVE STRIPING DD SUBMITTAL BOW, BSW, BW BACK OF SIDEWALK PCC POINT OF COMPOUND CURVE II - - - - MITIGATED IF SKW & ASSOCIATES HAD PERFORMED THE CONSTRUCTION STAKING WORK. BLDG.SUBMITTAL co �/ /// II BENCHMARK : C, CONC CONCRETE PCC PORTLAND CEMENT CONCRETE III /// © DEMO/REMOVE BOLLARD CUT X IN CONCRETE PAD APPROXIMATELY 18 FEET SOUTH OF THE SOUTHERLY RETURN AT THE SOUTHEAST CORNER BID SET Uj CB CATCH BASIN PL PROPERTY LINE III 1 L�- — �\ �±423LF O O / CONTRACT SET 4 1 DEMO REMOVE ENTIRE TRASH ENCLOSURE OF HAMMER LANE AND ETNA STREET, LYING 24 FEET EAST OF THE EAST BACK OF SIDEWALK ON ETNA STREET. =w z o C&G CURB AND GUTTER PNT POINT ASSUMED DATUM, POINT ELEVATION = 100.00' = 0') CIP CAST IRON PIPE, CAST IN PLACE POC POINT ON CURVE III _ _ _ _ �/ — _ _ — /% o o ® DEMO/REMOVE PLANTER REVISIONS Z CL CENTERLINE PP POWER POLE CLF CHAIN LINK FENCE PRC POINT OF REVERSE CURVE III 1 3 ±6 LF - o L J 11 Og BOLLARD TO BE RELOCATED B E N C H MA k K CD LU CO CLEAN OUT PT POINT, POINT OF TANGENT III - — _ _- o �L -TO BE VERIFIED a~ ±99.8 RIM EX. SD CB — — — — - - COR CORNER PUE PUBLIC UTILITY EASEMENT00 — — — — — — — W coDEMO DEMOLISH PVC POLYVINYL CHLORIDE 1 ±INV EX. XX IN X 00 DET DETAIL PRC POINT OF REVERSE CURVE o DI DROP INLET PT POINT, POINT OF TANGENT III o Q DIA DIAMETER PUE PUBLIC UTILITY EASEMENTLU DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE DW DRIVEWAY, DRY WELL R RADIUS, RADIAL BEARING III Il 3 3 E EAST, EXISTING RCP REINFORCED CONCRETE PIPE W nf� EC END CURVE RDG RIDGE LU- ELEC ELECTRICAL READ REQUIRED 11 111 - -6- CLIENT C-0 ELEV ELEVATION R.O.W., R/W RIGHT-OF-WAY III u 7 1 II EP EDGE OF PAVEMENT RP RADIUS POINT -O J1 II II II PRB MANAGEMENT INC LU a — — — L — 4709 Mangels Blvd. L ER END OF CURB RETURN S SOUTH, SLOPE I I I =L= �— = 1 1_—_—_—_—_—__� _ �� am - - - ES EXTRA STRENGTH SD STORM DRAIN \\\ \ Fai field, A 94534 ESMT EASEMENT SDMH STORM DRAIN MANHOLE \\\ \ SITE#:3560 oEX EXISTING SS SANITARY SEWER ENTITY#: - - / o= FE FENCE SSMH SANITARY SEWER MANHOLE \ _ - - - _ _ _ _ _ _ _ _ _ _ _ - _- PROJECT FF FINISH FLOOR STD STANDARD LU 0 FH FIRE HYDRANT SW SOUTHWEST, SIDEWALK SAN CARLOS LANE w FL FLOWLINE TBC TOP BACK OF CURB z TACO BELL 532 WEST HAMMER LN. o FOC FACE OF CURB TC TOP OF CURBSCALE: 1" = 20' STOCKTON, CA 95210 a FTG FOOTING, TOP OF FOOTING TEMP TEMPORARYAPN#000-100-000 }Z G GAS TFOC TOP FACE OF CURB LU 0 o GB GRADE BREAK THRU THROUGH 0 10' 20' 40' LU GS GROUND SHOT VERT VERTICAL I e GV GAS VALVE, GATE VALVE VCP VITRIFIED CLAY PIPE o HDPE HIGH DENSITY POLYETHYLENE VLLY VALLEY Z HORIZ HORIZONTAL W WEST, WATER ENDEAVOR LU HP HIGH POINT WM WATER METERca , INV INVERT WV WATER VALVE IR, IRR IRRIGATION Z Q JPOLE JOINT UTILITY POLE COVER SHEET Q� LF LINEAR FEET a� o� LP LOW POINT zZ C/) MATCH MATCH EXISTING CONDITIONS �� MAX MAXIMUM Know what's below. MH MANHOLE Call before you dig. MIN MINIMUM o N NORTH, NEW U5 U, < c 10 Lm LIST OF ABBREVIATIONS DEMOLITION PLAN