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EXISTING TRAFFIC SIGNAL
<br />w/ STREET LIGHT TO REMAIN EXISTING 35'-0" CONCRETE DRIVE SLAB
<br />EXISTING WATER
<br />KETTLEMAN 7-6" 20'-0"C.L.OFDISPENSERS 7'-8" METER TO REMAIN LANE
<br />EXISTING POWER
<br />\ � EXISTING CONCRETE POLE TO REMAIN
<br />2'X3' GRATED GUTTER TO REMAIN ABBREVIATIONS
<br />1 EXISTING BUS STOP 100.00 TC,
<br />T.B,M.
<br />C.B. 99.02 FL 99.14 N
<br />EXISTING STORM DRAIN TO 9931 FL SIGN TO REMAIN 99.54 FL 88.62 FL 89.71 FL AB -AGGREGATE BASE
<br />REMAIN (TYPICAL OF 2) FL \ AC- ASPHALT CONCRETE
<br />BM- BENCH MARK
<br />O b TB% TEMPORARY BENCH MARK
<br />EXISTING CONCRETE DRIVEWAY EXISTING CONCRETE SIDEWALK TO REMAIN \•, EXISTING CONCRETE EP -EDGE OF PAVEMENT
<br />EXISTING CONCRETE TO REMAIN \ EXISTING TO REMAICONCRN
<br />DRIVEWAY SIDEWALK TO REMAIN EX- EXISTING
<br />HANDICAP RAMP TO / Q 99,93 AC o \� EXISTING PLANTER TO REMAIN WM 101.01 pP 100.16 AC r •_• 10. 100.31 100.31 TELE. 60X FF -FINISH DRAM
<br />REMAIN o� 99,79 _ �• 98.89 N 88 05' 30" E 156.00' /100.11 LS -LANDSCAPING
<br />98.89 FL �Q� 2���..-�" -"- O 100.31 AC. Q i 100.35 AC FL-FLOWIINE�NT
<br />EXISTING TRAFFIC Q4' Q PLANTER ,
<br />SIGNAL TO REMAIN �% EXISTING LOW LEVEL LIGHT EXISTING PLANTER GB- GRADE BREAK
<br />p�' 9951% EXISTING FAMILY OF \ TO REMAIN HC -HANDICAPPED
<br />100.59 TO REMAIN (TYPICAL) 100.51,AC IP- IRON PIPE
<br />01SIGNS TO REMAIN 100.40 AC
<br />EXISTING SIGNAL BOX TO 9993 AC 1 ;° a`.•°;°"^', e ° po 100.01 AC 100.25 AC I MH-MANHOLE
<br />y. o e. •_ ,e po NTS NOT TO SCALE
<br />REMAIN(TYICAL OF 2) 4/' 99.60 AC C` n °• ° O
<br />100.37 EXISTING CANOPY TO REMAIN > OtiC° \, ° _ O M WM © I D OG- POWER POLE
<br />EXISTING ORANGE GUARD POST r - - ' - - - -- - - - -
<br />PP -POWER POLE
<br />TO REMAIN (TYPICAL OF 2) EXISTING EXISTING NC PAVING TO " °o \ Oh.e a M.W. TC -TOP OF CURB
<br />PLANTER BE REPAIRED OR REPLACED AS a 4' •,', • EXISTING CANOPY COLUMN TO 100'12 I CDNC-CONCRETE
<br />2'xTGRATED TO REMAIN 99,56 AC NECESSARY ENTIRE NEW GASOLINE DISPENSERS ° \
<br />C.B.. 98.63 FL YARD UNLESS NOTED OTHERWISE) TYP.(SEE A&S ENGINEERING'S °,', ` REMAIN (TYPICAL OF 2) I CB- CATCH BASIN
<br />PUS -PUBLIC UTILITY EASEMENT
<br />c ° TP- TOP OF PAVING
<br />MW SITE PLAN) o�\�O _ n', I WV-WATERVALVE
<br />EX. 12'STROMDRAIN PIPE 99.29
<br />0, 99,44 _ GV- GATERVA
<br />98.70 TOP Tj p� �- Q
<br />98.72 FL 17X1.- GRATED C.B. ' 4 BW -BACK OF WALK
<br />_ o _ O EXISTING UNDERGROUND -- DRAINAGE DIRECTION
<br />.3 99.54 95.50' PIPE INV. t. - O .4++ 1 y
<br />EXISTING FIRE HYDRANT EX. 10" STORMDRAIN PIPE TO REMAIN AOOOPo iTOP3 \ a°'oo� I TO REMAINSANITARY SEWER LINE 99 ,13 TOP ! 98.00 EXISTING GRADE
<br />TO REMAIN - \ 1.7'X1.7' GRATED C.B. CONC, WHEEL BLOCKS E5
<br />m
<br />EX. 10" S70RMDRAIN PIPE TO REMAIN •a I I ° ° 96.53' PIPE INV. PROPOSED GRADE
<br />9: EXISTING STORM DRAIN \� CDNC
<br />11 MANHOLE TO REMAIN - � � - - 9)007 - - I . •"° • / NEW UNDERGROUND TANKS AND I .'Si
<br />d� so 7vt, / 100.53 AC
<br />o i 1� - / -I--� -_- 8"RE-INFORCED CONCRETE SLAB
<br />z NEW 24' SQUARE CATCH BASIN wl TRAFFIC RATED GRATE & Nl! X _ - - n (SEE A89 ENGINEERING'S SITE PLAN ! w
<br />r-"
<br />NO. I- NEW SAND/OIL TRAP 1 )
<br />SAND/GREASE TRAP PER CITY OF LODI STANDARD PLAN #205 ✓ , + 0 w
<br />(FURNISHED&INSTALLED 99.80TOP I '--`� 13 "d e w
<br />L oaf '1 (FURNISHED B INSTALLED BY THE DEALER'S GENERAL gl .5 // 0.5% 999, �' G �fi +.
<br />f z p BY THE DEALER'S GENERAL 60 p \ CB �1'? c PON o 1
<br />UJ R 1 " CONTRACTOR) CONTRACTOR w/ NEW 4'"0 CAST IRON PIPE GOe w Ory0 / I O 0 T.B.M.- ASSUMED 100.00' ON TOP OF CURB AT WEST SIDE
<br />Z &FITTINGS TO THE SANIITARY SEWER SYSTEM) • .• •: ,\ e b
<br />W y 1 11 99.41�AC // 1 \ 100.04
<br />%eI ' ° ° \ \l �' ar42 OF EAST DRIVE ON KETTLEMAN LANE AS SHOWN.
<br />o / ° • AC PAVING h
<br />LL ux1 rip o ,�y, \ TOP I�y°°!°�O •., !a \� 3 APPROXIMATE BOUNDARY LOCATION
<br />AC PAVING f / ♦ o +/ �A a� w
<br />rj•N i 1 ` EXISTING VAIPOR PODS _// //' � � I �//'' : + /- � > `�" z UNDERGROUND UTILITY LOCATIONS ARE
<br />V J 1 TO BE REMOVED // ;e4e 9 - 9a 9 i� i°' !� I s APPROXIMATE AND WHERE SUPPLIED
<br />Cp99.85 /( �\ �\ \ ..° 1 o BY A&S ENGINEERING.
<br />// OP EXISTING CONCRETE ase a CONIC M SEE SHEET G-3 FOR MORE NOTES AND DETAILS,
<br />99.39 I' CONIC. CURB // +� �� ISLAND TO BE REMOVED
<br />NP. 100.59,AC
<br />98.78 FL O k�" // / B'`O�LI _ _ .. , . �\ a J°2�,°O ' ; CDNC
<br />EXISTING"NO STOPPING 1 9,EXISTING GUARD // Tr -
<br />ANYTIME" SIGN TO REMAIN 94 AC i 11 POST TO BE �b�f// EXISTING CONCRETE DRIVE SLAB TO BE '�-.+ N dj " c �1\, �'° �;•O F, p� L
<br />C=) REMOVED APPROXIMATE LOCATION
<br />CD OF SEWER LATERAL ?
<br />99.31 @� REMOVED BY THE EQUILON ENTERPRISES
<br />SIGN = EXISTING CONCRETE \"// LLC GENERAL CONTRACTOR& REPLACED EXISTING \ \� 00W/N
<br />CRETE
<br />REMOVED B TO BE p0 It j 99.83 AC DRIVE SLAB BY THE DEALER'S GENERAL STORAGE(TANKS, ASSOCIATED UNDERGROUNDN 100.12�,�� e ti O� I �ILJII
<br />z`� �O p CONTRACTOR. - SLOPE ENTIRE SLAB TO ITEMS, 8 CONCRETE SLAB TO \ r p
<br />z EXISTING $$ - _ -y- >y O �� // DRAIN TO NEW CATCH BASIN. BE REMOVED ks !
<br />I CANOPY ,° .1 ° ^ �, pQYe// 100,0 100.18 �B� + $ o ~� 100.75
<br />_ m o o TO REMAIN a ❑ y�
<br />o w o z o 11I a r0, 0 9 / "° 100.75 1 100.80
<br />U�+ 3w M 1 2 d eal1 ( yL�i°a //: 100.1 EXISTING CONCRETE
<br />1_ ww o g o I• RAMP TO REMAINMW
<br />z MW ,.,�., a I g9�� 1 93 -(Of OBESE o 100,29 1
<br />4 z 9.©v xw
<br />Z ,,'0 1' 1 INC II `r% Cg ydS tOR MP\� 100.75 FF own ! .ten
<br />o z 11 I °" ti j\0 EXISTING PLANTER
<br />E%ISTING CANOPY POT TO REMAIN
<br />z 0 1 ob ?° '1, COLUMN TO REMAIN 1
<br />z+ F z I"e p. \a 100.11 100.37 FF
<br />z 11 1 \s I KETTLEMAN LN. - HWY 12
<br />u�
<br />100.35
<br />wx ! �,p01F`Ci-_• o I L _P -J, ee xOp t EXISTING CONCRETE 1 m
<br />ISLAND TO BE REMOVED �Y00 SHELL STATION 1100.66 y
<br />NEW 24" SQUARE CATCH BASIN i m OpP \ STORE , 5 EXISTING PARKING SPACE I = SITE Y5i
<br />wl TRAFFIC RATED GRATE & ?° 11 NEW 6' REINFORCED 10029 .XP� 100.75 FF TO REMAIN (TYPICAL OF 3i DONC;
<br />SAND/GREASE TRAP PER CITY 'olt CONCRETE DRIVE SLAB i .69 �` z
<br />OF LODI STANDARD PLAN 0205 N INSTALLED BY THE \ !
<br />(FURNISHED & INSTALLED BY THE '� CL` 00.01 TP EXISTING BAGGED ICE
<br />oI DEALER'SGENERAL A GARAGE EXISTING LUBE BAV MERCHANDISER TO REMAIN
<br />DEALER'S GENERAL CONTRACTOR CONTRACTOR- SLOPE '.� BUILDING TO REMAIN \
<br />I/ NEW 4"0 CAST IRON PIPE ENTIRE SLAB TO DRAIN 100.24 100.37 FF \ 100.53
<br />8 FITTINGS TO THE SANITARY EXISTING CONCRETE 100.22
<br />A2 TO NEW CATCH BASIN. 100.15.
<br />SEWER SYSTEM. I Q 99.86 AC �11 WALKWAY TO REMAIN
<br />98.85 FL \ 99.83 AC BLDG. VICINITY MAP
<br />is
<br />X11 NO.2-NEW SANDIOILTRAP \ EXISTING VENT RISERS TO ! RES
<br />99.46 o (FURNISHED & INSTALLED / REMAIN. THE DEALER'S
<br />BY THE DEALER'S GENERAL / 100,16 EXISTING 1
<br />CAR WASH i GENERAL CONTRACTOR IS
<br />i CONTRACTOR) TUNNEL TO REMOVE ANY RISERS 10D.36 ' 00.50
<br />> EXISTING 6" CONCRETE i 100.10 TO REMAIN NO LONGER IN USE 100.32
<br />PLANTER CURB TO II CONIC 100.42
<br />REMAIN (TYPICAL) 1 99.19 TOP EXISTING UNDERGROUND EXISTING TRASH ENCLOSURE +
<br />11 1.TXIT GRATED C.B. WASTE OIL TANK & TO REMAIN 99.48 AC REMAIN EXISTINBL CK WALL TO 160.34
<br />1 /96.84 PIPE INV. CONCRETE SLAB TO REMAIN 00.40
<br />1 EXISTING CATCH BASIN TO BE / ", BLOCK WALL
<br />___ _________ ___ _ ___ _ 99.75 REVISIONS
<br />RETROFITTED TO INCLUDE NEW - - - - - - - - - - - - - / - - -€� ° 0 99.82 !
<br />- -
<br />o° "STREAMGUARD'CATCH BASIN EX. 10"STORMDRAIN PIPE TO REMAIN + �� CONC
<br />OlUSEDIMENT FILTER TYPE MW. .89 AC 99.36 AC ° ( N0. DATE BY COMMENTS
<br />? 11-0(TYPICAL OF 4 CATCH 99.55 9.80 AC 99.22 TOP 99.72 °
<br />m ! BASINS (FURNISHED & INSTALLED EXISTING CODAMATIC EXISTING v 99.85 ! 3
<br />w BY THE DEALER'S GENERAL UNIT TO REMAIN EXISTING PLANTER T PLANTER 1.TXl,TGRATEDC.B. 96.62 INV. 9963 v EXISTING PROPANE NORTH 4
<br />0 TANK TO REMAIN I =10' _
<br />CONTRACTOR) TO REMAIN 99.58 AC TO REMAIN m 0 9990 1 °-'1 0 5
<br />1 GUARD POSTS y 1 6 -
<br />EXISTING GUARD POST TO 100.11+AC z 100.33
<br />REMAIN (TYPICAL OF 2) EXISTING ELECTRICAL /' TYP. ° x 7 -
<br />• 99.66 99.76 EP \ EQUIPMENT / 99.95 ° 100.02 100.32_ , 100,30 8
<br />1 BOX TO REMAIN EXISTING GUARD POST 1
<br />99.98
<br />98.89 FL EXISTING BLOCK WALL 9998 ° 9989AC EXISTING POWER �09 0/ TO REMAIN(TYPICAL) 9
<br />TO REMAIN 99.8 AC POLE TO REMAIN 100.12
<br />EXISTING POWER 9937 2+
<br />POLETO REMAIN PP L_.. ti.. �-.a.. _..�.. _.. _.. _.._.. �.. _.. _.. _... .._.._.. _.. �.. _.. _.._.. _.. _.. _.. �. �.._...�..�.._.. _.. _.. _.. _.. �.. ®.. e.. a.. _..._. _.._..v.._..�.. �... _.-_.. _.. �... �.. �.. _.. _.. 10
<br />99.92R S 880 05' 30" W 175.00 00.06 NOTE! ALL EXISTING ITEMS ARE TO REMAIN
<br />UNLESS NOTED OTHERWISE,
<br />EXISTING PUBLIC TELEPHONE SHELL OIL COMPANY
<br />TO REMAIN (TYPICAL OF 2) CONTRACTOR TO CONTACT
<br />96,94 FL UNDERGROUND SERVICE ALERT HOUSTON, TEXAS
<br />EXISTING EASEMENT &WATER
<br />WELL EQUIPMENT TO REMAIN QpOFESS/O CAL 1-800-USA/S422-4133
<br />h��9e�y HE��� FOR UNDERGROUND LOCATING DRAINAGE &PAVING PLAN
<br />NO. 34789 N 2 WORKING DAYS BEFORE YOU DIG
<br />EXP. 9130/99 : 420 WEST KETTLEMAN LANE & HUTCHINS STREET
<br />9sss+Ac
<br />00. W��\e - PLANS PREPARED FOR; LODI, CALIFORNIA
<br />+AC JERRY L. HENDRICKS RCE 34789 EXP. 9/30/99 A & S ENGINEERING SCALE: 1"=10'-0"
<br />100.03 DRAWING
<br />PLANNING ENGINEERING CONSTRUCTION MANAGEMENT DATE: 10/98
<br />1243 ALPINE ROAD, SUITE 109 DWN. BY: WIC # 204-4418.0202
<br />WALNUT CREEK, CALIFORNIA 94596
<br />- PHONE: 925-933.0578 FAX: 925-933-0588 CHKO. BY:
<br />OC SHELL OIL COMPANY, ALL RIGHTS RESERVED 1995.
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<br />5
<br />JOB NO. wase -1a
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