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,]0940
<br />SITE &UTILITY PLAN
<br />SCALE: 1'r = 20'
<br />CONTACT UNDERGROUND SERVICE ALERT AT
<br />1-800-842-2444 48 HOURS BEFORE DIGGING
<br />NEW SANITARY SEWER,
<br />PLUG PER SEWER DIST.
<br />PLANS
<br />EXIST. FENCE TO
<br />INSTALL W15 (ROAD NARROWS)
<br />REMOVE AND DISPOSE OF
<br />EXIST. PAVEMENT
<br />EXIST. A.C. TAPER TO MEET AND
<br />TELEPHONE MATCH EXIST. PAV'T—
<br />M.H. (3% MAX. SLOPE)
<br />MAX. SLOPE)
<br />GRADE TO DRAIN T /
<br />SEE DRAWINGS PREPARED BY
<br />KJELDSEN,SINNNOCK & ASSOC.
<br />LEGEND
<br />rLAGt PAVEMENT ARROW
<br />PER STATE STANDARDS
<br />EXIST. ASPHALT TME —
<br />BETWEEN RECENT/OLD
<br />L\
<br />IMPROVEMENTS
<br />WV
<br />-------------------------8" W ----------
<br />G
<br />I
<br />I
<br />I
<br />I
<br />I — 8' J TAPPING
<br />CONC. BLOCKING
<br />PER CO. STD. E-2
<br />PROPOSED ASPHALT CONCRETE PAVEMENT
<br />[ PROPOSED CEMENT CONCRETE PAVEMENT
<br />_jW PROPOSED WATER
<br />--S PROPOSED SANITARY SEWER
<br />-----W---- - EXISTING WATER
<br />SS EXISTING SANITARY SEWER
<br />HPG EXISTING GAS (HIGH PRESSURE)
<br />T EXISTING UNDERGROUND POWER & TELEPHONE
<br />==�SD= PROPOSED STORM DRAIN PER GRADING AND DRAINAGE PLAN (SHT. C-2)
<br />---SD-- - EXISTING STORM DRAIN
<br />SITE DEVELOPMENT NOTES
<br />lO
<br />NEW ARCO AM/PM MINI MARKET (2.7 DIAMOND) SINGLE STORY,
<br />PROVIDE
<br />WOOD FRAME WITH 2,700 SO. FT. (SEE ARCH. PLANS).
<br />0
<br />NEW CONCRETE RAMP WITH BROOM FINISH PERPENDICULAR
<br />NEW 2PL�P
<br />TO SLOPE (1 1 15). SEE DETAIL, SHT. M-469.
<br />3O
<br />NEW HANDICAP PARKING SIGN SYMBOL.
<br />PLAN E-4.
<br />PER CO.I�TH
<br />WORK,DINC, ANACAPA
<br />�LPAVEMENT
<br />H�AND
<br />T M-469FROM EACW ISFACE TOWPNG" SIGN RER
<br />C.A-C-ETITILE� 2-4
<br />4A
<br />(VISSLE
<br />NEW LOT LIGHT, "HIGH LEVEL". SEE DETAIL, SHT. M-423.
<br />1
<br />(TYPICAL 3 PLACES).
<br />4B
<br />W0
<br />LL
<br />5O
<br />NEW 8'-8" X 13'-4" TRASH ENCLOSURE WITH REINFORCED
<br />CONCRETE DRIVE SAB AND WOOD I STEEL GATE. SEE
<br />Q
<br />DETAIL, SHT. M-393 (A).
<br />©
<br />NEW CONCRETE SIDEWALK (WIDTH AS SPECIFIED ON SITE
<br /><
<br />N 0
<br />PLAN). SEE CONCRETE SPECIFICATIONS ON SHT. C-4).
<br />0
<br />NEW CONC. CURB. SEE DETAIL 6, SHT. C-3.
<br />80
<br />NEW CONCRETE CURB & GUTTER. SEE DETAIL 4, SHT. C-3)
<br />EXIST. 10' STORM
<br />W
<br />DRAINAGE EASEMENT 0
<br />(3) THREE NEW 12,000 GAL. UNDERGROUND STORAGE TANKS
<br />REVISED NORTHERNMOST DRIVEWAY LOCATION PER PARCEL MAP
<br />WITH REINFORCED CONCRETE DRIVE SLAB CENTERED OVER
<br />=�
<br />UNDERGROUND TANKS. INSTALL PER "WET HOLE"INSTALL—
<br />ATION SPECIFICATIONS. SEE SHTS. M-433, M-471, M-474
<br />AND M-479.
<br />PROPOSED. 15' PRIVATE 10
<br />NEW 32' X 55' ISLAND CANOPY WITH (2) 32' TANDEM PUMP
<br />DRAINAGE EASEMENT
<br />ISLANDS WITH ELECTRONIC DISPENSERS AND I.I.P. SIGNAGE.
<br />ILLUMINATED FASCIA (PREFABRICATED ON ALL (4) FOUR
<br />SIDES OF CANOPY. CONSTRUCT 38' X 55' REINFORCED
<br />CONCRETE DRIVE SLAP rFNTERED BENEATH CANOPY. SEE
<br />DETAILS, SHTS. SDIC 1570 (1 & 4)9 M-420 (I THRU 2).
<br />II
<br />VENT RISERS FOR UNDERGROUND GASOLINE STORAGE
<br />TANKS. SEE GENERAL NOTE NO. 3, THIS SHT.
<br />12
<br />NEW ASPHALT PAVEMENT. SEE PAVEMENT SPECIFICATIONS
<br />ON SHT. C-4 AND TYPICAL PAVEMENT SECTION ON
<br />SHT. C-3.
<br />EXIST. FENCE TO REMAIN
<br />'AIR—SERV',
<br />13
<br />NEW PEDESTAL MOUNTED, COIN OPERATED,
<br />AIR/WATER DISPENSER WITH (2) TWO GUARD POSTS. SEE
<br />TECHNICAL SPECIFICATIONS AND DETAILS, M-573.
<br />14
<br />NEW AM/PM SIGN MOUNTED ON FASCIA (BY SIGN CONTRAC—
<br />TOR — 40 SO. FT.). SEE EXTERIOR ELEVATIONS, SHT. A-2.
<br />(SIGN PERMIT REQUIRED).
<br />15
<br />NEW "24 HOUR" SIGN (BY SIGN CONTRACTOR — 24 S0. FT.)
<br />SEE EXTERIOR BUILDING ELEVATIONS, SHT. A-2.
<br />(SEPARATE PERMIT REQUIRED).
<br />16
<br />FACE OF ILLUMINATED FASCIA TO BE INSTALLED ON THE NORTH,
<br />WEST AND SOUTH SIDES OF BUILDING. SEE
<br />EXTERIOR BUILDING ELEVATIONS, SHT. A-2
<br />—NEW 205 L.F. 48' CMP 17
<br />NEW "ARCO AM/PM" NO. 52 MONUMENT SIGN PER
<br />STORM DRAIN 0 S• .005
<br />SIGN DWG. NO. 5650. SIgN AREA = 52 SQ. FT. PER
<br />FACE. SIGN HEIGHT = 12 —0 (SIGN PERMIT REQUIRED).
<br />12 —0 HEIGHT MEASURED FROM TOP OF WALK(NOT BERM).
<br />18
<br />NEW SANITARY SEWER CLEANOUT WITH RIM FLUSH WITH
<br />-NEW UIG TELEPHONE
<br />GRADE PER WOODBRIDGE SANITARY DISTRICT STDS.
<br />SERVICE SEE SHT.
<br />(TYPICAL 2 PLACES).
<br />BRPOwERPPANELITO
<br />20
<br />PROVIDE
<br />5 L.F. 1112"
<br />IRRIGATION
<br />STUB AND CAP. 18- MIN. BURY.
<br />NEW 2PL�P
<br />21
<br />NEW FIRE
<br />HYDRANT
<br />TODBENLONG BEACHDIRON
<br />PLAN E-4.
<br />PER CO.I�TH
<br />WORK,DINC, ANACAPA
<br />MODEL 615 W12 — 212" AND I — 412 OUTLETS (OR APP—
<br />(0
<br />TORM MH ROVED EQUAL). SEE DETAIL, SHT. C-3
<br />oVNEW
<br />rgQQ 22 PLANA 3C SEE DETAIL W2 Y AP SHT. CH 3S PER CO. STD.
<br />INV 8' W - 38.75
<br />/'EXIST, FENCE TQ REMAw 23 INSTALL ICR EQUIPMENT PROVIDED BY OWNER AND IN-
<br />-NEW LANDSCAPE AREA Y
<br />T
<br />Cnw 1. rAV 1.
<br />A.C. TAPER TO MEET AND
<br />MATCH EXIST. PAV'T.
<br />(3%, MAX. SLOPE)
<br />G —�
<br />PR.0FE330ONAL CENTER
<br />APPROVED FOR CONSTRUCTION � , RF-I{S cj.ts-
<br />(-SANN JOAQUIN CO. HEALTH DEPT. DATE
<br />(\A Y O
<br />1. 1�
<br />(SAN JOAQUIN CO. DIR .OF PqLlt WORKS DATE SA OAOUIN FIRE WARDEN DATE
<br />0.
<br />WOODBRIDGE SAWARY DISTRICT DATE WOOD FIRE DI ICT DATE
<br />STALLED BY CONTRACTOR. SEE SHT. M-420 #1 & #21
<br />INCLUDING CONDUIT TO BUILDING AND EQUIPMENT.
<br />24 NEW EXTRUDED CONCRETE CURB. SEE DETAIL 71 SHT. C-3
<br />25 NEW ASPHALT PAVEMENT (BEHIND BLDG.). SEE DETAIL 14
<br />ON SHT. C-4.
<br />NEW CONC. GUTTER SWALE PER—SHT. C-2 AND DETAIL 410
<br />ON SHT. C3.
<br />GENERAL NOTES
<br />I. ALL DIMENSIONS SHOWN 01
<br />IT IMMEDIATE ATTENTION OF BARGHAUSEN
<br />TING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS
<br />0 PROCEEDING WITH CONSTRUCTION.
<br />TO SHEETS C-4 AND C-5 FOR CONSTRUCTION
<br />AND DETAILS AND OTHER APPLICABLE SITE
<br />PMENT INFORMATION.
<br />LOCATION OF VENT RISER VAPOR RECOVERY AND
<br />T PIPING TO BE DETERMINED BY THE CONTRACTOR
<br />PROVED BY ARCO FIELD ENGINEER PRIOR TO
<br />4. CONTRACTOR SHALL PAINT THE FIRST 10 L.F. OF ENTRANCE
<br />CURBING AT DRIVEWAYS WITH WHITE REFLECTIVE PAINT.
<br />(CURB EXTENDING FROM DRIVEWAYS ONTO SITE),
<br />5. REFER TO SHT. E -I FOR DETAILS, NOTES AND SPECS.
<br />AND INSTALLATION GUIDELINES FOR POWER AND TELE-
<br />PHONE SERVICE.
<br />6. CONTRACTOR SHALL PROVIDE ADEQUATE SEPARATION BETWEEN
<br />SEWER AND WATER SERVICE(S) PER COUNTY HEALTH DEPT.
<br />7. ALL WORK ILLUSTRATED ON THESE PLANS SHALL BE THE
<br />REPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHER-
<br />WISE SPECIFIED.
<br />8. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE
<br />COUNTY OF SAN JOAQUIN PRIOR TO COMMENCING ANY WORK
<br />WITHIN THE PUBLIC RIGHT OF WAY.
<br />VICINITY MAP
<br />LEGAL DESCRIPTION
<br />SEE BOUNDARY AND TOPOGRAPHIC SURVEY
<br />SHEET BTI
<br />CIVIL SHEET INDEX
<br />SITE & UTILITY PLAN
<br />C-1
<br />GRADING & STORM DRAINAGE PLAN
<br />C-2
<br />DETAILS
<br />C-3
<br />NOTES & SPECIFICATIONS & DETAILS
<br />C-4
<br />LANDSCAPE - PLAN
<br />L-1
<br />LANDSCAPE - IRRIGATION PLAN
<br />L-2
<br />LANDSCAPE - SPECIFICATIONS
<br />L-3
<br />UTILITY CONTACT
<br />SAN JOAQUIN COUNTY AID
<br />GEORGE FISK
<br />WOODBRIDGE SANITARY DISTRICT
<br />P.O. BOX 299
<br />WOODBRIDGE, CA. 95258
<br />(209) 369-4489
<br />ENGRs (209) 946-0268
<br />WATER
<br />BILL ARBOGAST
<br />UTILITIES MAINTENANCE DIVISION
<br />STOCKTON, CA. 95201
<br />(209) 468-3000
<br />NORM FOWLER
<br />PACIFIC BELL
<br />44 WEST YOKUTS
<br />STOCKTON, CA. 95207
<br />(209) 474— 4732
<br />POWER
<br />MANCHEUK SO
<br />PACIFIC GAS & ELECTRIC CO.
<br />4040 WEST LANE
<br />STOCKTON, CA. 95204
<br />(209) 942-1471 OR 1496
<br />STORM GAS
<br />OAKWOOD PROFESSIONAL CENTER PACIFIC GAS & ELECTRIC CO.
<br />1110 W. KETTLEMAN LANE 20 4040 WEST LANE
<br />LODI, CA. 95240 STOCKTON, CA. 95204
<br />(PRIVATE SYSTEM) (209( 942-1471
<br />4 1 8-28-89 1 REMOVE NOTE 19, ADD HEALTH DEPT. SIGNATURE
<br />Barghausen
<br />Consulting Engineers Inc.
<br />Land. Planning, Survey 8 Engineering Specialists
<br />3750 Auburn Blvd., Suits A, Sacramento, Co. 85821 (018) 484-1212
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<br />5-31-89
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<br />REVISED NORTHERNMOST DRIVEWAY LOCATION PER PARCEL MAP
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<br />4 1 8-28-89 1 REMOVE NOTE 19, ADD HEALTH DEPT. SIGNATURE
<br />Barghausen
<br />Consulting Engineers Inc.
<br />Land. Planning, Survey 8 Engineering Specialists
<br />3750 Auburn Blvd., Suits A, Sacramento, Co. 85821 (018) 484-1212
<br />x 38" - PHASE III - MASTER
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