|
111
<br /> 4 S 1 6 7 8 ' a ° 10 12 `i x, 15 16 17 t8 '
<br /> NOTES 55}'35 00"\N100.OQ (E) 20' P U E,' KEY NOTES
<br /> V ------
<br /> DIV/SR/TIP232/A10TET232 L ` . .
<br /> ,. n ..-.... � .� . \O+v\;RV HEt a\sITEPLaNVnI NNo-rE
<br /> TO-
<br /> mmYARD NOTA
<br /> 1- ,� a I : AUTO SEAVIC,E BUILDNG INCLUDING HYDRAULIC LIFTS, CONCRETE SLAB y
<br /> 1, THE INFORMATION REGARDING THIS SITE WAS OBTAINED FROM A SURVEY BY in - 3g'-7" - 1 'a
<br /> BURRELL ENGINEERING GROUP INC„ DATED 04/18/96, DHE CONTRACTOR SHALT. A BUILDING LCCA 9 . 1 - ANp.FOVNO METAL
<br /> L 2+ . / 12 ATTACHED McTAI OUT BUILDING,. CONCRETE SLAB AND fOt NOAT(ON
<br /> VERIFY THE EXISTING SITE CONDITIONS AND VERIFY ALL SITE WORK TO 8E DONE - 5-0" 8' 9" J 7__6
<br /> BEFORE COMMENCING WORN, IN THE EVENT THAT A CONFLICT OCCURS, THE -
<br /> / 1 3 CANOPY,L CANOPY EXTENSION, CANOPY COLUMNS AND CONCRETE FOOTINGS.
<br /> CONTRACTOR SHALL NOTIFY THE COMPANY REPRESENTATIVE BEFORE PROCEEDING -
<br /> Ra28'-p" - 1 4 DRIVE SLAB; O FUEL
<br /> ISLANDS AND SPANNERS,
<br /> WITH ANY WORK, - - - - - - - - -- - LL EZ1,C. . '- - �OF. 1 5 DELATED OUNO FUEL STORAGE TANKS (TYP, OF 3), LANK SLAB, AND
<br /> 2. CONTRACTOR RESPONS18LE FOR HIRING SURVEYOR TO STAKE PROPER-TY LINES - f2A0'V$ RELATED. PIPING,
<br /> I
<br /> R=15--0" ` - , 1 li UNDERGROUND USED OIL TANK AND RELATED PIPING.
<br /> AND BUILDING LOCATIONS IF REOUIRED. CONTRACTOR SHALL BE RESPONSIBLE v -� - 17 • ' VENT RISERS
<br /> FOR THE PROTECTION OF ALI. EXISTING SURVEY MONUMENTS OR MARKERS DURING (o i65 1 1 N CONCRETE CURB
<br /> CONSTRUCTION. / " 1.9 WOOD BUMPER FENCE
<br /> T _ _ 1.10 TNO BEAM.RAIL & SUPPORTS
<br /> 3, THE CONTRACTOR SHALL CLEAN ALL SURFACES OF GRAFFITI AND REPAINT IF e
<br /> Li' GUARD P E. BOOTH (TVR OF 2) (,,,
<br /> NECESSARY (DO NOT PAINT EXISTING UNPAINTED MASONRY SURFACES), R-25'-O" 1.72 4 AT TELEPHONES,
<br /> S (TSR. OF 8 AT , 4 AT
<br /> AREA, 5 TA ALONG PLANTER,
<br /> �. / / rA AT TELEPHONES, 2 AT. YARD, 4 Af AIR/WATER STATION AND } AT
<br /> 4. CANOPY AIEDGUTTERS AND DRAIN LINES SHALL BE CLEANED AND WATER TESTED r� /y - rt7 FOLE SIGN), -
<br /> AND REPAIRED i0 INSURE PROPER DRAINAGE. OAR 0 1,13 , -AIR WATER STATION AND,CONCRETE PAD
<br /> 5 UFRTA STANDARD EXTINGUISHERS
<br /> S14 L9)RE PRUOVIDLT CDH ASSET
<br /> REPRESENTATIVE � COCATONWA h ° � 4't / 114 METPL, PRICE. SIGN AND GROUND MOUNTED LIGHTS
<br /> I r / 115 NJ Parking" bIGN
<br /> F 1.16 .:OAS METER
<br /> AND FIRE MUNICIPALITY REPRESENTATIVE FOR EXACT LOCATION AND INSTALLATION �' /'� C `+
<br /> METHOD. \� 0 I't ° y 11,3 HIGH LEVEL.SWITCH LIGHT
<br /> (T
<br /> 6. A SOILS REPORT HAS NOT BEEN PREPARED FOR THIS PROJECT, ALL FOUNDATION QS 4 1 19 - HIGH LEVEL.YARD U R T (TYP. OF 2).
<br /> , �O,- � ^ 779 ✓$AT REMOVE AND PROTECT (i0 BE RELOCATED AND REINSTALLED)
<br /> 3.8 `�-� 0 1 20 WATER METER
<br /> DESIGNS SHALL_ BE BASED ON A SOIL BEARING CAPACITY OF 1,000 P.S.F. . <� I 7s� , - `� / 21 OVERHEAD ELECTRICAL LME
<br /> \ SALES BUILDING `
<br /> K SEE SHEET AOI K
<br /> 2.3 2.1 2 D '6 50 STEEL GUARD POST, SEE,DETAIL KIO ON SHEET S02 (TYP. OF
<br /> o 12 AT DISPENSER AREA)
<br /> 2.2 4' S0 STEEL GUARD POST, SEE DETAIL 010 ON SHEETS 5D2 (TYP. OF
<br /> E0.' EQ AT AIR WATER ISLAND, TYP OF 2 AT VACUUM)
<br /> m �2• C %v - 2 3 VEHICLE CLEARANCE SIGN, SEE. DETAIL ON SHEET S02
<br /> 0.." 2 4 LANDSCAPING AND IRRIGATION, SEE SHEETS L1-1,4.
<br /> 2,9 32'0 PLANTER TUBS (TYP. OF 9) SEE. SHEET Lt.
<br /> 2.6 ELECTRICAL�EASFMENT, SEE CIVIL DRAWING$.
<br /> K p�
<br /> $1 / 2 7 STORM DRAIN EASEMENT, SEE CIVIL URAWANGS
<br /> ----------------
<br /> 3.1 FOR CONCRETE PAVING. ENLARGED DRIVEWAYS, RAISED WALKS AND
<br /> -"'--' ` r -- p ' 1 -► CURBS SEE 4RAD,NG PLAN ON SHEET Cl.
<br /> 3.2 ' DISPENSER GLCCK PIAN, SEE DETAIL A7 ON SHEET S02. .J
<br /> 3 TANK SLAB, SEE 'FSHEETS
<br /> 4 GROOVED BORDER ,-SEE DETAIL Gib ON SHEET SD2.
<br /> I
<br /> 35 CONCREIE WHEEL STOPS. SEE DETAIL K16 ON SHEET SD2 (TYP, OF 12)
<br /> I -- -- °: _ � l � � ✓ ✓
<br /> 15 CAR WASH KEY PAD, SEE DETAIL D1 ON SHEET SD2.
<br /> ,.
<br /> 3.7 ' .VACUUM UNIT ON CONCRETE PAO, SEE DETAIL G1 ON SHEET SD2,
<br /> CARIHWASH b 1.1 I 1
<br /> s.4 b NO Gj' E) o RHEAD
<br /> 1 z,2 1 KING ', C.1 ELECTRICAL POLE s�px.++'�-
<br /> 35 -0.3 ,� PAR 4.1 70 . 12 m0RY TRASH ENCLOSURE. SEE DETAIL A1' ON SHEET SD2
<br /> 10, / 9,? -T4
<br /> ` �., ` / \ -" STEEL GATES BY SDEFI. FABRICATOR.
<br /> < _ A3 -
<br /> PUC. 3,7 : 1 / -," 51 3V 85` 4�, SEE STEEL FABRICATOR DRANING5. 'l
<br /> R=20'-O - (��
<br /> H 132 �. `�Ay y - ,. _:_� (E) UNDERGROUND ' gvlwh-_8I'_Cl.«"Q .H
<br /> _.: 1 . ._.... -..� .. L - ., ACE; SEE DETAIL 67 ON SHEET 502.
<br /> 3 0 -' 121 Er T r„1731fa VAULT 9.1 9' X20' VAN G STALL
<br /> W PARKING `P
<br /> 18.2 ) _ �R=2. -0 3 "0' EEE . 92 'NOD X 20 PARKING ZONE,
<br /> E, WITH
<br /> W/ 4 WHIG SIRIPEo (TYP. Cf 11)
<br /> 3 E0, - 9.3 WHITE'
<br /> PARKING' ZONE, WITH 2 0" HIGH z ¢" INDE TEXT AND 4"
<br /> + A 1MITE STPoFING
<br /> 9,4 DIRECTIONAL ARROWS, PAINT WHITE PER CITY STANDARDS
<br /> 8 0"
<br /> P 1.13 ~ _ I // t0 i - .TRA511 VALET (T OF 6) SEE DETAIL 010 GN SHEET. SD'2 -
<br /> 1 - - 102 POS SIGN (TYP OF 6 AT DISPENSER AREA, 2 AT BUILDING)
<br /> u •Op �cp \ 5=20'-0 - _ -._. 1 --�' - -' CENTR IINK OF UNRECORDED 10:3 VAN ACCESSIBLE SIGN, SEE DETAIL G7' ONSHEET $D2,. (ATTACH TO
<br /> nA'UMLND FOR OVERHEAD ELECTRIC ' . SALES BUILDING
<br /> j p 1.10 104 FOR SITE, CANOPY AND BUILDING SIGNAGE, SEE GRAPHICS IAENTIFICATIGN
<br /> ft=}'._p^ V - 'O.g1.1 17 . PLAN ON SHEET SNI
<br /> ���
<br /> o I \ 1.2
<br /> 1 : " 'i5 AIR/WATER SLlAcrN4Ge,v
<br /> SEC DETAIL 04 ON SHELF `U,
<br /> a
<br /> 31 FOR LERROUNO
<br /> FUEL�STORAGE TANKS AND FUEL.DISTR18U Y14N
<br /> F�PRNG,
<br /> r 47 o a I �.. R - - , . .. . . .,. -
<br /> �, Q ¢ 101 ``�O.Q� _ : . ... .= •,. .' i3`l.. VENT RlSER5,. SEE SHEET P-1 AND OETp'�,L 5 ON SHEET F-4
<br /> SEE SHEET FO
<br /> •4 Oj i I (TYP.) - ..•. {rI 151 ` GAS METIER, COORDINATE. WI'H PG & C,. :.
<br /> 1'� I �- �. _`. ..e ..,_, -_. .v. ,._. r e»'_� ._._ ..... _.,.. !r _, -- �,�., .._ __ .__'�.J� P ., .18^FIF_CTFiCAL r
<br /> Qmm
<br /> �/ tEi 1 HIGH LEVEL
<br /> YARD LIGHT, SEF: DETAIL K13 ON SHEET. S02 AND SHEET
<br /> m I I i 11 I I i i
<br /> 16J TOWER LIGHT' (TYP OF 2) SEE DETAIL 173 ON yHEET s,02
<br /> 1 163 CAR WASH KEYPAD (BY CAR WASH EQUIPMENT SUPPLIER)
<br /> .I
<br /> D64 EE CI NCY PUMP SH -OF' (TYP, OF
<br /> 2). SEE SHEET E-t
<br /> 10LRI A TCHBOARO. SEE "£" SHEETS
<br /> 91RI, SAQ " ASEEE .
<br /> if
<br /> /I] p IueO
<br /> I (F), UuOERGR0UN0 `,-� 0 06Aolddd
<br /> 26'-4", F.!,E.GiRlCA1, VAULT / 8£0'LO/ZS¢tl0 uol�diS89E XP8 Od
<br /> CA NOP COLUMN LOCASOri R=5 -0 % �NOI IND HJ�TIAIl l�N3;N AN3£
<br /> __-- -
<br /> _ F
<br /> : EQr�NVIRONMEN
<br /> T❑❑AlL HEAL'TH DIVISION
<br /> R 0BOX 388, Sto_ ton CA 95201-0388
<br /> 1�-_E.Weber Ave-Third Floor
<br /> z Approved
<br /> L _ _ . , _ _ _ . Denied
<br /> Condltlons O A1(
<br /> -_-
<br /> 1,5 , : , I _y ( I I { 25 \ 5,1 0 - �..\.�':.` DetB,b by
<br /> 'IJ
<br /> D
<br /> �(TYP.) 5 .H
<br /> 1L�.S _
<br /> ARK DATE - -� REV00NIS 14MAL
<br /> SITE PLAN APPIR VIATIONANP IEGEN? SITE PLAN
<br /> A 2' .819 -
<br /> TO 4
<br /> 5 0"
<br /> - CENTER.LINE P.O.C. = POINT OF CURVATURE
<br /> -R= Ltz tRADw$ 9-9840
<br /> j R=2 _g'_-. F.O.C, - n s I t.t4 47' 1 u � �/ j EL EkGIST1N�G - RO.W.= RIGHT OF WAY
<br /> e R=5'-0" 16.1 (4p) 4400 rs � O ROAD
<br /> p T 2.4 p (TYP,) j - E0. - CONAL $H T:. = SHEET
<br /> M*m/Y/ WATERLOO tAAD
<br /> I R 5'-0' F0C = FACe.OF CURB SILL = SIMILAR nr,�
<br /> 9.4 u a a F O5. - FACE OF STRUCTURE TYP., TYPICAL STOCKTON, CA,
<br /> .. (E) C-60 11). 1.8
<br /> ; EXISTING CON'51RUC
<br /> TION TO REMAIN
<br /> POLENEW CONSTRUCTION
<br /> PLA4IER CURBIM
<br /> ..., wm •,.. J �� - W CONCRETE SLAB
<br /> O - NEW.MASONRY
<br /> N Chevron
<br /> 3'-0" 38'-0" 7 -p" R-5'-G" N51 35'00"E 200.00' LL azo
<br /> ,�-- LL LL t �.y ) NEW YARD LIGHT
<br /> 2
<br /> w 40'-0" 27'-U' NEW TOWER LIGHT 1 ARCHITECTURE ° ENGINEERING • ENVIRONMENTAL SERVICES
<br /> j - - --- ' 1137 N MCDOWELI. BLN
<br /> J '. :PEtALUMA, CA 94354 (707) 765-1660
<br /> a - ® COQ. . CLEAN CUT GAOVP INA JOHN A JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
<br /> 109'-70" -
<br /> �
<br /> j TANK LOCATION CS) CATCH BASIN RHL REVIEW IWTI/AL. PATE oAiC: 4FEB97
<br /> I
<br /> O
<br /> O Q - PREUMI NARY
<br /> % T
<br /> 9 , 10 '20 : 3C) 4Q. AU ' CTAS METER PLANN'.NC _ DR. BY!
<br /> STEEL 410 _^
<br /> A _ BLDG PERWT _ __ _ APPR,;. _
<br /> WATERLOO ROAD GENERAL V
<br /> RH4.A 8497 20
<br /> PERMIT REVS
<br /> t G (CAL IRAN$ R.O.W.) - ---' SP.EEr
<br /> SGNSi+UClIGV T
<br /> q
<br /> NORTH�y_1` Do nut use drow:nq ("'�D!�
<br /> SCALE T -lr)"-�•• torsonstrvct vn
<br /> - unless 'n 14ufeJ ,: _;
<br /> 1 2 3 Q
<br />
|