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DIRECTIONAL ARROW GRAPHIC SCALE fL MPD 11 -p' CE COI. CE MPD CITY SEWER MANHOLE IN EASTMENT F7�-0" 8' S.S. IS APPROX. 60" 15'-D" BELOW F.F. INVERT 7--Or ISLAND 21'-8" t ISLAND NEW 3/4"0 RP BFP y z FOR LANDSCAPING IRRIGATION PRIOR TO OVERLAY S.S _ _ y REMOVE AND REPLACE NEW HANDICAP SIGN 25•-0" 1/ EXISTING 3/4"0 WATER METER & EXIST. CURB & GUTTER REPAIR EXIST. BLOCK 10'x10' AREA w/NEW NEW CONC WHEEL 10 15 1"0 SERVICE MAIN WITH S.O.V. TO REMAIN WALL AS NEEDED EXISTING BUILDING I m - - - A/C PAVING & BASE BUMPERS (TYP.) Y WATER MAIN EXIST. POWER POLE _ _ _ _ EXIST. TELEPHONE - - - - - -GLSARDL POSTS60 - - - - - - - - P.L. 144,65 - - - - - - - - - - - - - - - - - - - - -- Jh - EXISTING J — VICINITY MAP I PLANTER EXIST 6CONC. : NO SCALE e PLANTER CURB (TYPICAL) SPA E D'X20' S "� .NEW INSTALL NEW 1" R.P. B.F.P. --- b wJi TRI1 CON'YARD Llf�gl DOMESTIC WATER SUPPLY. N a' °i x BASE ABOVE GRADE w PER STANDARD PLAN 413 ) 8 PETROMAT A/C ?< 0+w 1=w (TY' OF 2 NEW 2-6" GUARD POSTS T 1/fOVERLAY W ZN �z'vai z� o - ' PETROMAT A/C ! ' NEW YARD LIGHT :� 1 1/2" OVERLAY _ _ _ _ _ _ _ _ _ _ _ : ) N 4LN.- - __ -{TYPICAL OF 3) e ® l - -- - INSTALL NEW SAND/GREASE° e . - d TRAP PER STANDARD PLAN 205 * '0 4 e / G.C. TO PATCH HOLES EXIST. BLOCK WALL w WOOD I o � ° INSTALL 10-NEW 2'x2' XL MODEL // IN E%ISTING WALLS i FENCE ON TOP (TYP.)RAISE EXISTING CANOPY CANOPY LIGHTS FIXTURESo TO 14'-6" CLEARANCE zINSTALL 1-NEW 3/4" CONDUIT .G/PULL WIRE ;-,�— t EXISTING GAS METERo ° 11 TO REMAIN q", FROM CASHIER TO CANOPY OQLUMN FOR WALK-IN I FUTURE INTERCOM (TYPIC CBOTH COLUMNS) � COOLER z�' `U IREMOVE E%ISTING GUARD POST z r / & INSTALL 2- 6"0 GUARD POSTSINSTALL NEW 4'xT CONC / w E%ISTING "ULTR DOGBONE ISLAND w 1-NEW / '-/ ❑ [:,zR BUILDING TO REM IN BLENDING UNIHOSE q / INSTALL NEW 6' CONC z REPAIR EXISTING FENCE BOOTLESS NOZZLE MPD / PLANTER CURB (ttP g REFER TO FL00> N A$ NEEDED N KETTLEMAN LN(ePICAL OF 4) a ) °' F4ri� `OR BLDG MODIFI({ATIONS E%ISTING SANITARY SEWERU - NEW 6" CONCRETE c�S INSTALLA C PAVING SERVICE ATERALRIRIVE SLAB HOLD UP /1 1/2" FOR A/C OVERLAY FLUSH TO EXIST 7 .a l: u° CONCRETE APRONG� 3HARNEY ¢ x <L / NEW ELECTRICAL r I rig IQ x O' CURB FACE I e zo . m / ) PANEL ON CONC (fADcr • / I° W b o // • I INSTALL NEW a z i i 'o INSTALL NEW CHRISTY / ° q e SAWCUT & EXISTING CONCRETE & 8'-2* x iil J uz3 CATCH ensN / I ° A/c PAVING c As REQUIRED FOR NEW Is ANDS BLOCK ENGI1 & 4 BACK FLOW PREVENTOR DETAIL x J m w/ 71CHD GRATE ° DISPENSERS TANKS PIPING, ELECTRICAL, I I 2-670 GUAfD w I w A FOR APPROVED EQUAL I .I . ETC. (TYPICAL) I ck. POSTS NO SCALE N N O I I INSTALL NEW 4"0 PVC TdE\,.) NIv.T Q3NtQ^.. � - rJ . SCHEDULE 40 DRAIN LINE y. ga _ _ - - _ _ 3 I 4 . a I i � ¢ REPAIR FASCIA & S +U �° a q CL BLIMPS Z I PATCH ALL ELECT. U - gN o & SCREW HOLES r- NOTE 1 ZS o w r - EXISTING CANOPY COLUMN INSTALL NEW 3 - t� m I ti u TO REMAIN (PROTECT '�+ q o IN PLACE) TYPICAL OF 2 -- ° INSTALL 2-NEW 2' 0 w/WHITE STATS N o o F 1 CYCLONE GATE H Z K - __--®- " ° - — VENT RISERS II II F+-I ° ° w INSTALL 2-NEW 14 000 GAL. PR08E z o '- AIR/ WATER NEW AIR WATER NEW 6" CONC. DRIVE DOUBLE-WALL STEEL/FIBERGLASS q UNIT ON CONC. PAD & WATER FLOWi -4 TSI _ SLAB HOLD UP 1 1/2" TRUSCO" U.G. STORAGE 4u w ° 2-6"0 GUARD POSTS C- _ - > FOR A/C OVERLAY TANKS w/8' RENT. CONC. SLAB I o .H INSTALL NEW 8" REINF. ° $ 'v r CL OF FILLS (TYP. OF 2 : ONE FOR BUILDING b I q CONCRETE TANK SLAB �' REMOVE & INSTALL NEW I z & ONE FOR THE LANDSCAPING) ? PORTION OF EXIST. GONG. ZN i0 fL V,R. PLANTER CURB YW NOTE: s EXISTNO NEW PLANTER FILLS NEW DOUBLE LIGHT 1.- CONTRACTOR TO PROVIDE METAL CAGE AT BACK FLOW r¢-o I COUNTY SIGN INSTALL AUTOMATIC °.-4 -�� (� ANHIIIAP YARD LIGHT 'I PREVENTOR AND INSULATION BLANKET FOR EACH REP. DRIP IRRIGATION SPA['L F0i5 VERIFY WITH ULTRAMAR ENGINEER. ° TO ALL PT ' b LANERS TRANSITION f z a FOR OVERLAY i NOTE: q NEW P ANTER .I _ .1 NEW PLANTER I - --' - - C - - GC TO REPLACE EXISTING WATER LINE AND BACKFLOW P.L. 144.50* INSTALL NEW 10'x10' PREVENTER WITH NEW PVC SCHEDULE 40 MINIMUN 1" EXIST. BEACON POLE EXISTING SIDEWALK EXISTING CONCRETE DRIVEWAY EXISTING SIDEWALK EXISTING CONCRETE DRIVEWAY EXISTING SIDEWALK BLOCK WALL TRASH PRESSURE PRINCIPLE BACKFLOW IPREVENTER RPEBUFCPED SIGN w/ LOGO & PRICE ENCLOSURE w/2-4' ( ) SIGNS (TO REMAIN) SOLID METAL GATES I CC SHINSTALL NEW SEWER UNE FROM SEWER MAIN HANDICAP SIGN NEW RAMP PER STD 732A TO LL NEW I PER CITY REQUIREMENT (TYP. OF 2) EXIST. CURB & GUTTER. INSTALL A CLEAN OUT CONFORMING TO CITY STANDARD EXIST. FIRE HYDRANT 10.-p•• PLAN 201 ON THE SEWER SERVICE 23'-0" 3 -0 EXIST. 24'-0" CONC. DRIVEWAY J3'-o 26'-0" 3'-o -p EXIST. 24'-0" CONC. DRIVEWAY 3 -CrTRANSITION 26'-0" SECTION INSTALL A PRESSURE VACUUM BREAKER PER I STANDARD PUN 137 I 'I EXIST. STREET LIGHT w/ OF FILLS OF FILLS STOP SIGN 71, 9•� } NEW TANK LAYOUT DIMENSION SITE INFORMATION -p" OWNER ULTRAMAR OIL COMPANY 1 p•_p^ D 525 W. 3rd. STREET HANFORD,CALIF. 93230 �yl� SOUTH H LEE _AVENUE ENGINEER JOHN VAGT L ITEM SIZE LOT % AREA (SO.FT.) TOTAL LOT AREA N/A N/A 15,440.6 FOOD MART/STOR. N/A 6.0 924.0 CANOPY 26'-0" x 50'-0" 8.3 1,274 LANDSCAPING N/A 5.6 877.4 PARKING 1-17'X20' HANDICAP, 3-9'X19' DRAWING ISSUED FOR DATE APPROVED A&S ULTRMR REVISIONS ULTRAMAR ENGINEER NO. DATE BY COMMENTS r 4 7/7/97 J.C. REVISED II LOCATION PER FIELD MEASURMENTS STEEL FABRICATOR 5 7 11 97 J.C. UPDATED FLOOR PLAN 525 WEST THIRD STREET, HANFORD, CALIFORNIA 93230 6 715 97 J,C, REVISED PER ULTRAMAR STANDARDS NAME:__ 7 8.15 97 J.P. GENERAL REVISION PER MARK-UP. 8 9/29/97 J.C. REVISED PER NEW OIL-SAND SEPARATER PLANNING 9 10/27/97 1 S,T. REVISED PER MARK-UP PROPOSED SITE PLAN 10 1 07 97 NOTE REVISIONS PERMIT PIANS PREPARED BY: 401 W. KETTLEMAN LN. & SOUTH LEE CONTRACTOR TO CONTACT 010 CONTRACT ONSTRUCTONA BC S ENGINEERING LODI, CALIFORNIA o UNDERGROUND SERVICE ALERT CONSTRUCTION 1 -800-422-4133 Do NOT USE FOR coNsr. PLANNING ENGINEERING CONSTRUCTION MANAGEMENT SCALE: 1 10'—O" wNLESS BOTH SIG. ARE IN HAND S.S. 513 !i IJ CALL USA/SC 207 WEST ALAMEDA AVENUE SUITE 203 DATE: 4/8/93 FOR UNDERGROUND LOCATINGRECoaD oaaw!Nc BURBANK. CALIFORNIA 91502 OWN. BY: K. ROBERTS DRAWING S- 1 2 WORKING DAYS BEFORE YOU DIG PHONE: 818-842-3644 FAX: 818-842-3760 CHKD. BY: SHEET OF