|
lutj
<br /> o L O ft=25,_0" KEY NOTES
<br /> KEYNOTES.X2A
<br /> - I � asloNt-oeaw.CIXpIpN9 ARC DIa4DURION _ .._.
<br /> R=3'-O" B O R 6 O O.O 1,01 ANYEWORKKRTO ARO AROUND PROPERTYDRINATE NLIN0BTAIN S AND OFF THE PRON R
<br /> OJECTTSITE.
<br /> R=3'-0" 1C 1.02 NEW CO-BRAND RETAIL BUILDING SEE ARCHITECTURAL SHEETS.
<br /> R=20'-0" 1.03 NOT USED
<br /> N
<br /> N' Tl R=6'-p" 5'-5" 1,05 OFF-SIE MARK PER PERMIT) /JIB STANDARDS. SEE CIVIL SHEETS
<br /> R=7 p'_p" (UNDER SEPARATE PERMIT)
<br /> 11'-6" 1.06 NOT USED
<br /> I I 5' 1,08 NOT USED
<br /> ❑ Of¢610N 2-SIE WOAI
<br /> sa 2.01 BACKFILL TANK HOLES PER SPECIFICATIONS AND SOIL REPORT
<br /> 6'-6" 7--0" 10'-5"
<br /> SPECIFICATIONS SEE
<br /> VLJ - m j , 1 2.0304E-01F SO NOTED,
<br /> MAXIMUM " L FOR SC
<br /> 2.02 ASPHALT PAVING, SEE CPnL FOR SCBE.
<br /> _ TRAVEL SROM PUBLIC RIGHT OF WAY MINIMUM
<br /> on
<br /> N 5R SLOPE, SX CROSS SERE PROMOTE STRIPING
<br /> Re R-3'-0'
<br /> 2.04 PLANTER AREA. SEE LANDSCAPING.
<br /> 2 05 NOT USED
<br /> X06 SEE UTILITY PLAN, SHEET C2 FOR STORM DRAIN INFORMATION,
<br /> 2,07 NOT USED
<br /> 1 2.08 CONCRETE CATCH BASIN, W/ CAST IRON GRAM SEE CIVIL.
<br /> 2.09 32" DIA. ISLAND PLANTER TUB, ISLAND VALET AND POS SIGN SEE L-1
<br /> AND GE-1. (TYP. OF 6)
<br /> .. CM9pN9-CONCRETE
<br /> R=6'-6"
<br /> 3.01 NOMINAL 1° RAISED CONC. AREA AT DISPENSERS; SEE DISPENSER
<br /> BLOCK PLAN. SEE DETAIL 19/801
<br /> i7 5.02 8" THICK CONCRETE SLAB WIN REINFORCING BARS FOR
<br /> UNDERGROUND STORAGE TANKS,
<br /> ep 3.03 C DRIVE SLAB 1IW GBERMEBH AT CANOPY SEE CIVIL FOR
<br /> A I
<br /> --' A J 1
<br /> 3046" THICK CONCRETE YARD PAVING NET NBERMESH PER SOLS
<br /> 5 PARTIAL SITE PLAN 4 PARTIAL SITE PLAN REPORT. SEE CIVIL FOR SCOPE.
<br /> ol: 3.0518' X 14CONCRETE PAD C"THORNERS
<br /> RS AT IR WITH CRACK CONTROL
<br /> JOINTS AND CHAMFERED CORNERS AT AIR AND WATER UNIT.
<br /> Y= 1O'-Ow n 3.06 CONCRETE PAD WITH FIBERMESH IN FRONT OF TRASH ENCLOSURE.
<br /> -'
<br /> HE DETAIL SHEET SD2
<br /> 3.07 RAISED CONCRETE WALK WTI FIBERMESH, SEE GIRL
<br /> 3.08 CONCRETE WALK AT GRADE. SEE XXX
<br /> / 3.09 CONCRETE ADA ACCESSIBLE RAMP. MAXIMUM SLOPE 1:12. EE
<br /> 'd
<br /> DETAIL 6/503 FOR RAMP LENGTH, SEE CIVIL DRAWINGS, AND SD-3
<br /> .._. ._. _.. _._ . ._ __. __. __ .. -. ... _... .... .._ .. ..... .. . . .. _._. _ j
<br /> ' F SII N`t 3.10 CONCRETE CURB AND GUTTER. SEE CIVIL.
<br /> .- -_-Hi 3.11 CONCRETE PLANTER CURB. SEE CIVIL.
<br /> I'1 3.12 CONCRETE CURB WITH I6" WALK AT PLANTERS AND PARKING STALLS.
<br /> O
<br /> 3.13 NOT USED
<br /> - 3.14 POINT OF CONNECTION TO N EXISTING PAVING.3 D
<br /> 15 CONCRETE MOW STRIP. SEE DETAIL XXX.
<br /> 3.16 CONCRETE SWALE. SEE GINE.
<br /> - 13,18 NOT USED
<br /> „
<br /> ti . .._ 72' D 3.10 NOT USED
<br /> 3.19 4" THICK CONCRETE PAD AT MAIN SWITCHBOARD. 2" BELOW BOOR EAB
<br /> -_- .--, 3.20 CONCRETE MtH FIBERMEBH DRIVEWAY W/GYRE RETURNS. 5£E CIVIL
<br /> 3.21 NOT USED
<br /> 322 NOT USED
<br /> COLONY DRIVE-
<br /> p 3.23 ROPE CONCRETE AWAY FROM BLDG. AT 2%, SEE GRADING AND
<br /> DRAINAGE PLAINS - NOT USED
<br /> 4.01 GMU TRASH ENCLOSURE WITH METAL GATES SEE SHEET SD2
<br /> 4.DF NOT USED
<br /> 2 IO 4.03 NOT USED
<br /> __ - '1 ': DrM.ptl6-META18
<br /> R=10'-D" 5.01 4" SO. STEEL GUARD POST. SEE DETAIL 18/$01 (TTP OF 2),
<br /> OD ED
<br /> 5. METALSCA 5 0 TRASHOENCLOSUREE- EE]SHHEET(SD2 R )
<br /> r. ' I 5.D3 NOT 04 IXrEpN)-TSMgL+MOERaL+PR01£GTOEI
<br /> _.1 . 1. R=10,_O.�
<br /> 0 12.
<br /> ,� ""- '"' '- '--- '-- ___, _ _ ].011 HOUR FIRE RESISTIVE CONSTRUCTION. EE %%XX.
<br /> _.. ....._ - __.__ ...__.. ......._ .___..._ 8 TYP Fas1Es
<br /> ..._ 1 " INMBKKIa-
<br /> -"" 1-61, S p -6' i 9.01 4•-0' WIDE BLUE STRIPED ACCESSIBLE PATH. SEE SDs FOR STRIPING
<br /> -10"
<br /> I
<br /> SPACING & CML PLAN FOR GRADES.
<br /> I
<br /> N
<br /> POLE 1 R=3'-D" 9.03 W 0' % 18-0" VAN G STALL 4' WIDE PACE SEE DETAIL 6/SD3
<br /> ti� --- 9.°3 9'-0+ X 16 0 PARKING STALL W/ 4' WIDE PAINTED \VHNE STRIPES,
<br /> @ \ ^ 9.04 10' O" X 2N-0 R.V. PARKING SPACE, (TYP. OF 5)
<br /> 0 9.05 V-0° WIDE WHITE ACCESSIBLE PATH 0 AIR/WATER PARKING. SEE DETAIL 3/SD1
<br /> 3 2 I 10.05 \ 3 PARTIAL SITE PLAN 2 PARTIAL SITE PLAN 9.06 14 0" X 18'-0 ACCESSIBLE PARKING SPACE, EE CIVIL PLANS FOR GRADES
<br /> ' - X314 / R 15-6' J - 1wv 10'-Ow 1001 ACCESSIBLE ENTRY SIGN. SEE SB/SIDS
<br /> [ L 24'-7" R=10' C2.03) 2.04 �A F j 10.02 ACCESSIBLE PARK114G SIGN WITH 'VAN ACCESSIBLE" SIGN, SEE 3A/SD3
<br /> I'm 10' D'
<br /> 10.03 9.03 308 R=3._0.. 9.03
<br /> 10.03 CHEVRON I.E. R PRICE SIGN, JACK IN THE BOX 1.0. SIGN (TYP. OF 2) EE SHEET SNI
<br /> 9.07 1T-6 - 10.04 NOT USED
<br /> R=2'-0" 10.05 HEIGHT 10.06 DRECTONALL SIGNS, SEH SIGN PLAN AND S141 ATOR. SEE DETAIL 9. SHEET 504,
<br /> R=25'-0" _ 2.02 'TL`s 'J . 10.01 NOT USED
<br /> . 15'01 13.01 3.09 t' / < T 2'04 0 E(5) ON CONCRETE SLAB, WE / D ( )
<br /> I 15.02 �'{/"r��/ 3,10 01 EE EE PUBLIC o EPH N 11 S 3 51
<br /> 6.
<br /> .09
<br /> ,ny I a 2.04 .N 3.01 10.06 i 3.10 ), 10. EN DMENU�BOARDS
<br /> _ 9.04 R=5-6' R=4,_0. 2'-4' 11.01BiN RACK. SEE
<br /> a o PRE1w AN
<br /> ® I I t - 6'-6" 4" 1r_6^ L - L.- 70AIR/WAER STATION WITH AREA LIGHT. SEE DETAIL 3/SDI. CONNECT M
<br /> -� _ I� �] I I _ OO� - WATER TO IRRIGATION UNE. SEE LANDSCAPE PLAN.
<br /> D 11.02 NOT USED
<br /> 1103 NOTUSEDn I 16.04 I 16.02 " 1�1� I I { 204 - 10.03 I _ - . - UG _ 11.04 NOT USED
<br /> Op _ l 12 111 I I I e 11.05 FIRE EXTINGUISHER WITH MINIMUM 2-AO20-B-C RATING.
<br /> 9
<br /> 8' . R-8-6 I 2,09 I I .. I . I -io 5'-O" 6'_6"
<br /> r, _ Dmaonn-BrEcw-COI46TM1ICTON
<br /> O I I I 3'19 ,,//.. ( '�31 ❑ 13.01 Sy-O" % 38•-0° CANOPY, SEE Srta FAB. DRAWINGS AND CE-1.
<br /> 3.16 9'03 O I I 16.03 'C iI I +^� DRIP LINE SHOWN DASHED.
<br /> l
<br /> E s° ®� N t �T i 13,02 ID DIA. 20,000 CAL. DOUBLE 'MALL FIBERGLASS TANK-REGULAR,
<br /> o 3.07 I ' I SEE 'F" SHEETS.
<br /> v)L j ( I US 3.04 ' o
<br /> C, +( I I 17.05 I I I I 3.20 1� I 1 13.03 10 DIA, 15,000 CAL, DOUBLE WALL FIBERGLASS TANK - SUPREME.
<br /> O' NI 'n US 1.04 11 W SEE "F" SHEETS.
<br /> IQ I 1 7 07� 1 ^-r 1304 DRESSER WAYNE XV590U MULT PRODUCT BLENDING.
<br /> M I 3.03 I 2.04 OC, �F. 1305 VENT RISER. SEE DETAIL INF-4.
<br /> n _ R=7'-2" 5.02 '
<br /> N m 10.08 a R 5'-6` Q
<br /> m'„ 70.06 9.06 1. I �. R=14' 6" - C ' ( OF 2. 1 FOR cHEV, JB
<br /> �CF 1502 %X" WATER METER FOR IRRIGATION.
<br /> SEE UTILITY PLAN,R. SEE UTILITY LAN
<br /> o - 13.02 J - z 1503 XXX WATER SERVICE CONNECTION.
<br /> v E Z n 10 02 - i 1 _ I .10.05 F 15.04 2,500 - GALLON CAR WASH CLARIFIER W/ SAMPLE BOX. EE CIML PLANS
<br /> _ .. .
<br /> FOR )
<br /> E � ' V �" U 17'-4" r R-3-0" 15.05 CONNECT 1/Y AS LINE FROM COMPRESSOR IN CARWASH BUILDING.
<br /> fd 3.02 13.04 21006 aV 4{{mr ® 16.01 YARD aUGHTgECmC�400 WCHALLENGER BY L61,
<br /> 70,
<br /> 2.02 20 TALL,
<br /> I ( 1 7p.0fi - N 2 EE ELECTRICAL DRAWINGS AND 10/SDI (TYP. OF 1),
<br /> roVI a NO ( 'O R=$5'-0 ® 13.03 3.09 - - •�C/� P VI O 1602 TOWER LIGHT 20' TALL I000W CHALLENGER, BY LSI. SEE 9/SDI (TYP. OF 3).
<br /> n 4 .I I ( I 16. MAIN ELECTRICAL SWITCHBOARD, DISCONNECT AND METER,
<br /> rN 10.06 2.04 9.02 10.D2 3,06
<br /> U p O 0 >: 2.01 F �J" JO,. --- - -- 03 SEE ELECTRICAL PLANS
<br /> I- 5 10.09 1.04 3.09 R=2'-0 0 C a 16.04 REMOTE EMERGENCY PUMP SHUT-OFF SWITCH AT i40" ON 4 X 4 POST, SEE DETAIL 5/SDI
<br /> P,`m z R=18=0' 0 / o 9.05 - 9.03 5 04 5 R=3'-0" 3't1 ! 1 PARTIAL SITE PLAN 16.05 UTILITY COMPANY TRANSFORMER LOCATION.
<br /> � v R 3'-0" '_p" 72'_0" �' 10 36 2" 2'-Y' R=S-D' _______,_ _ EE ELECTRICAL PLANS
<br /> ~ 7 ¢� - -- - R=I Or-0 R=2'-8" R 5-D" / \ 1,. /
<br /> Won L' 16.04 p : 3.16 ! /;; r 1w= 10'-Ow 16.06 NOT USED
<br /> r !,°o 5'- '\ R=4'-0" Chevron Products Company, a division of Cheer NOT USED
<br /> m ° � O %
<br /> �' 10.06 I 1 eerie U.S.A. Inc., owns the copy rights to the design of the herein
<br /> s J I~ zs SITE NOTES ABBREVIATIONS AND LEGEND described "Extra Mile' market building as embodies In any tangible or electronic medium of expression including o
<br /> build -
<br /> o t z '- OF YARD LIGHT & PLANbut
<br /> Y 2'04 13.05 I 5^01 - 3 3 �' TER APpROgC / and composition architeictural plans,
<br /> and elements s. net copyrighted
<br /> Mile" in lode tlohellOt all form
<br /> ina wellll standard hea arrangement
<br /> Cr details,pe Anyone wishes to copy, distribute,Com or sell this dro'aing or any derivative works based hereon must have
<br /> written permission of Chevron Products Company.
<br /> o.
<br /> Ilk =" -' - - - 1. THE INFORMATION REGARDING THE SITE WAS OBTAINED FROM A SURVEY BY DAVID ®2001 Chevron Products Company, a division of Chevron US.A. Inc. All rights reserved.
<br /> o + 3.05 R-4'-0" / R=20-5" j = CENTER LINE (Nl = NEW P Y• 9
<br /> T R=29'-0"I 11'01 65-T I 2.04 4.01 / ft=3'-8" / CONDI O ASSOC ON FEB 27, 2002, THE CONTRACTOR SHALL VERIFY EXISTING SITE BSL. = BUILDING SETBACK LINE POC. - POINT OF CURVATURE
<br /> y.' I 10.01 141'-5' _ _ / / 10,01 CONDITIONS AND VERIFY ALL SITE WORK TO BE DONE BEFORE COMMENCING WORK. IF COL. = COLUMN R = RADIUS
<br /> (
<br /> ' SITE CONDITIONS OR DIMENSIONS DISAGREE WITH INFORMATION ON DRAWINGS OR E) = EXISTING R O.W. = RIGHT OF WAY
<br /> N o I 77'-6' 23'-9' 92'-6" 59'-8" / 148 -11 / CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE COMPANY REPRESENTATIVE EQ. = EQUAL SPIT. = SHEET
<br /> gAI.1}LF_D,L LQCA7141N _ __CANQPY-.__ __�Ull.QILyCz_l9GliD __� TRASH ENCLOSURE MONUMENT SIGN ,' BEFORE PROCEEDING WITH ANY WORK. FOB, = FAC{ OF BUILDING
<br /> SIM. = SIMILAR
<br /> LOCATjON LOCATION 2. REMOVE (OR RELOCATE EXISTING LINES THAT NEED TO BE IN OPERATION) F.O.C. = FACE OF CURB
<br /> I COLUMN TYP. = TYPICAL -
<br /> E N I LOBATION / / 1 ABANDONED UTILITY LINES IF THEY INTERFERE WITH PROPOSED CONSTRUCTION, R 3_0 _1 ISSUED FOR PERMIT
<br /> CAP ENDS OF ANY EXISTING ABANDONED PIPES IN ACCORDANCE W/ THE U.P.C. - - - - PROPERTY LINE
<br /> ID
<br /> --
<br /> j• MARK DATE REVISIONS IMTIAL MARKI DATE REVISIONS INITIAL
<br /> 3. A SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT. ALL FOUNDATION - - - - - - - ROOFLINE
<br /> DESIGNS SHALL BE BASED ON THIS SOIL REPORT BY KORBMACHER ENGINEERING, COLONY DRIVE AND HWY. 99
<br /> INC. DATED OCT 78, 2007. - -- - - EASEMENT / SETBACK
<br /> - LEASE/SCOPE OF WORK RIPON, OA.
<br /> Chevron
<br /> / 4. SEE SHEET SNI FOR SITE & BUILDING SIGN LOCATIONS.
<br /> o
<br /> - (N) CONCRETE PLANTER CURB O 0
<br /> - (E) CONCRETE PLANTER CURB
<br /> M O
<br /> / - MAsoNRv ARCHITECTURE ENGINEERING SITE PLAN
<br /> SO
<br /> = I i r ❑� - - YARD LIGHT •ENVIRONMENTAL SERVICES
<br /> IM GI INC1137 N. MCDOWELL BLVD. PETALUTAA, CA (]0]) 765-1660
<br /> LSI - MULTIPRODUCT DISPENSER JOHN W .JOHNSON, ARCHIffCr ,ANES H. RAY, CIVIL ENGINEER
<br /> iw OA REVIEW INITIAL DATE
<br /> w NORTH
<br /> 0 0 USED ARC OA SCALE AS NOTED $$y XXXXXX
<br /> a v 0 75 30 60 30 120 - ® - - CATCH BASIN SPF ;Fpm PRELIMINARY
<br /> e PLANNING DATE: JAN, 02 ,IOB(f 8278.31
<br /> BASIS OF DIMENSIONING . . - - ACCESSIBLE PATH 0 U p 1 BLDG PERMIT M R 3 0
<br /> THE BUILDING AND CANOPY ARE TO BE PARALLEL TO THE XXXXXX MAX SLOPE AND 2% #C 1$2, j I GENERAL BID CH, JRS SHEET
<br /> STREET PROPERTY LINE, NO OTHER PROPERTY LINES MAX CROSS SLOPE, F Mpt1 3 ,
<br /> ARE TO BE USED FOR LAYOUT, EXCEPT WHERE CURBS OR OTHER THRESHOLD SEE _/__ f,,TFrP100AQ` ., PERMIT REV'S DR. PJ0 SP1
<br /> ELEMENTS ARE NOTED AS PARALLEL TO THOSE PROPERTY LINES. T ''•:.:. ..•^' <+P CONSTRUCTION
<br /> SCALE: 1"=30'-0" f•• `.- - - qF c " v' Do not use drawing
<br /> I NEW CONCRETE SLAB 01 („�'Lt�1 for conslruction APP, CBS
<br /> � ,✓ unless initialed
<br />
|