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GE
<br />I. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BULDUIG CODES AND
<br />LOCAL RESTR1C11ONS, CONTRACTOR's MUST COMPLY WITH CONTRACTOR
<br />REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE
<br />GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL
<br />OTHER PERMITS SHALL BE SECURED AND PATI FOR BY THE
<br />SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CRY, COUNTY
<br />AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE
<br />INDIVIDUAL SUBCONTRACTOR,
<br />2. APPROVED PUNS SHALL BE KEPT N A PLAN BOX AND SHALL NOT BE
<br />USED BY WORKMEN, ALL CONSTRUCTION SETS SHALL REFLECT THE SAME
<br />INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS
<br />ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SNAIL
<br />INCLUDE ALL ADDENDA AND CHANGE ORDERS.
<br />}, DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS,
<br />DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED, THE CONTRACTOR IS
<br />TO CLARITY ANY SUCH DISCREPANCIES WITH THE ARCHr ECT/CONSULTANT
<br />PRIOR TO COMMENCING WORK
<br />A, STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE
<br />DRAWINGS TO DETERMINE LOCATIONS THE ARCHITECT/CONSULTANT SHALL
<br />BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH
<br />THE WORK,
<br />5. GENERAL CONTRACTOR WALL REFER TO THESE DOCUMENTS AS WELL AS
<br />SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL
<br />ITEMS NOT MARKED AS bWNER SUPPUEO' ARE TO BE SUPPLIED BY THE
<br />GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE, ALL HEMS ARE TO BE
<br />INSTALLED BY THE GENERAL CONTRACTOR
<br />6. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER's
<br />APPROVED SHOP DRAWINGS/0.ATA SHEETS IN ACCORDANCE WITH THE
<br />PROJECT SPECIFICATIONS.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY
<br />OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE BUILMG
<br />IS OCCUPIED.
<br />8. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL
<br />BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES.
<br />9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE
<br />SAFETY OF THE WORKERS AT ALL TIMES.
<br />D. CONTRACTOR SHWA PROVIDE TEMPORARY WATER, POWER AND TOILET
<br />FACILITIES AS REWIRED.
<br />11. GENERAL CONTRACTOR 15 RESPONSIBLE FOR RECEIVING, UNLOADNG,
<br />UN -CRATING, 14STALUTgN AND HOOKUP OF ALL FOOD SERVICE
<br />EQUIPMENT AND OTHER OWNER FURNISHED ITEMS.
<br />IT. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS,
<br />PLUMBING VALVES, AND ROOF TOP EQUIPMENT, PLASTIC PHENOLIC
<br />ENGRAVED PLATE SCREWED ON.
<br />13. R G THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN
<br />CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES
<br />HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND
<br />OCCUPANCY.
<br />14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO
<br />BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIM9.AR
<br />SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL
<br />IS SHOWN
<br />IS 0 IS THE CONTRACTOR's SOLE RESPONSIBILITY FO DETERMINE ERECTION
<br />PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE SOLOING
<br />AND ITS COMPONENT PARTS DURING ERECTION.
<br />16. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT.
<br />ALTERNATE SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY
<br />MATCH SPECIFIED MATERA. CONTRACTOR IS TO SUBMIT PROPOSED
<br />SAMPLES OF SUBSTITUTIONS, ALONG WITH! SAMPLE OF THAT SPECIFIED IN
<br />DRAWINGS FOR REVIEW BY THE OWNER.
<br />17.
<br />GENERAL CONTRACTOR WILL VERIFY WITH OWNER IN REGARD TO ANY
<br />SPECIFICATIONS NOT INCLUDED WITHIN IN THESE DOCUMENTS-
<br />ALL
<br />OCUMEMSAll WORK SHALL BE PERFORMED AS SHOWN ON THEA PLANS
<br />AND IN
<br />µCORDANCE WITH ARCO SPEGFlGTIONS
<br />19. WHERE LOCAL CODES, ORDINANCES OR REGULATIONS ARE MORE
<br />RESTRICTIVE THAN ARCO FOOD STORES SPECIFICATIONS, THEIR LOCAL
<br />REQUIREMENTS SHAL. 00".
<br />20. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND THESE PUNS ARE TO
<br />BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND/OR
<br />ARCHITECT. NO WORK SHALL BE PREFORMED ON THE ITEMS IN QUESTION
<br />UNTIL DIRECTED BY THE OWNER AND/OR ARCHITECT.
<br />2' G - WAY ,'•
<br />DED
<br />1 ` SAR
<br />YELLOW
<br />'T1 A
<br />4
<br />1
<br />to
<br />REMOVE DO(
<br />YELLOW LEFT -TURN 1
<br />STRIPE
<br />SITE PLAN
<br />ARCO C -STORE AND FUEL CANOPY
<br />3511 CHEROKEE ROAD, SAN JOAQUIN COUNTY CA
<br />25 9
<br />E%TEND 8" WIDE „•
<br />WNRE SOLO GORE ,£
<br />STIOPE 1
<br />At
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<br />IB T
<br />1 9
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<br />25 12
<br />• 16
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<br />31
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<br />- �i21' ti —mob'
<br />1'i30'
<br />0 S 30 60
<br />As wHEnsIDP �/ A
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<br />/ (E) FLUSH
<br />CONCRETE WALK
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<br />BL&DW Off
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<br />/Fila xis 0
<br />/ v/. 93
<br />xILHY:
<br />by
<br />SITE DEVELOPMENT SCHEDULE
<br />ONEW CONVENIENCE STORE, SEE ARCHITECTURAL PUNS. '
<br />OEXISTING RESTAURANT BUILDING TO REMAIN. `
<br />ONEW FUELING ISLAND CANOPY. SEE CANOPY PIANS, IN Or
<br />ONEW GAS UNDERGROUND STORAGE TANKS. (1) 25K REGULAR TANK, (1)
<br />129 PREMIUM/109 DIESEL SPLIT TANK SEE TANK PIANS
<br />ONEW CONCRETE TANK SUB. SEE TANK PUNS. ARCO
<br />fi NEW FUELING ISLAND CONCRETE SUB. SEE ARCHITECTURAL PUNS vxEST coLsr H:owcls,w.•
<br />FOR SLAB DETAIL AND JOINT PLACEMENT °
<br />NEW MULTI -PRODUCT DISPENSER (MPD) WITH GUARD POST
<br />(TYPICAL OF 8). SEE TANK PIANS. P0 HA
<br />NEW TRASH ENCLOSURE WITH fi' MIN. IHIGHTEC WALLS AS FOR ED TO MEET o
<br />SCREENING REQUIREMENTS). SEE ARCHITECTURAL PIANS FOR DETAIL$
<br />NEW AIR/WATER UNIT. SEE DETAIL 19 ON SHEET C62. W
<br />} d _ M_
<br />10 NEW ARCO MONUMENT SIGN. SEE ARCHITECTURAL PLANS 0 -
<br />I1 NEW ADA COMPLIANT END RAMP. SEE DETAIL 9 ON SHEET C6.0. `PGS R,S
<br />-A, /•'•' / 12 INSTALL LOT LIGHT. COORDINATE ALL CONDUIT RUNS, WIRING REOUREMENTS, r2NfA ENGLNE�
<br />i� LOT LIGHT BASE DETAILS ETC, WITH ELECTRICAL PLANS, REFER TO
<br />41
<br />STRUCTURAL DRAWINGS FOR FOUNDATION DETAIL, TYPICAL 18215 72ND AVENUE SOUTH
<br />' / 13 HEW AOA COMPLIANT WHEELCHAIR RAMP, SEE DETAIL 8 ON SHEET C6.0. KENT, WA 98032
<br />(425)251-6222
<br />NEW ADA PARKING. SEE DETAILS 1-3 ON SHEET C6.0. (425)251-8782 FAX
<br />CUL LIIGG, OhHNO. A PIIAYIAIG.
<br />IS NEW ONSITE CONCRETE S9IEWALN. SFE DETAIL 9 ON SHEET L6.1. SUTEYNL, LNMaAH[MA spMttS
<br />' Ia PATC IN IDK msCeFIgN
<br />/ id ; •• 16 NEW ONSITE RAMER CURB. SEE DETAIL 21 ON SHEET C6.2. I x -x3-14 curt onus
<br />/ / / x A-xaM FDIr1 oAneArtN
<br />NEW ASPHALT CONCRETE PAVEMENT. SEE DETAIL 11 ON SHEET C6.1.of y1}M Ani " Nm ml.olrs
<br />NEW CONCRETE SIDEWALK. SEE DETAIL 13 ON SHEET C6.1. s -n-10 alAws Alra Lauulrs
<br />'/ / / 4 s 10 -SAI -u TAA.RE aTat IYAAWH113
<br />/ 19 NEW TRAFFIC AND LANE MARKING. SEE DETAIL 5 ON SHEEP CRO. 0
<br />C COMMERCIAL DRIVEWAY PER SAN JDAOUIN COUNTY STANDARD 0
<br />O O
<br />21 NEW GUARD POST, SEE DETAIL B ON SHEET C6.1.
<br />22 DESIGNATED) PARKING SPACE FOR LOW E/ FE/ CAR/ VAN POOL
<br />to PER CGS 5.106.52. PAINTED SIGNAGE AS SHOWN.
<br />C / SEAL
<br />\ o, / 23 STUB ELECTRICAL FOR FUTURE EILGTRK: VEHICLE CHARGING EQUIPMENT, fESSI
<br />.� :: •� O PER CGS 5.106.5.3.
<br />pe 4,}v 24 BARSPROPOED FQU DETAILS. AREA REFER TO LANDSCAPE AND IRRIGATION
<br />• 25 BIORETENTHIN AREA SEE DETAIL ON SHEET CID. D i•`! s
<br />/ S• • i 26 RETENTION PDNO ARG. SEE SHEET C4.I.
<br />c g�
<br />27
<br />VERTICAL CLEAN AIR SEPARATOR. SEE TANK AWNS �lP YV I` F"
<br />� CACI
<br />28 ONSTE SEPTIC FIELD AREA (DESIGN PLANS BY OTHERS).
<br />/;x
<br />,/� /.: 29 8W s 124L x 6' THICK REINFORCED CONCRETE PAD (3000 PSI IN 28 DAYS,
<br />LIN.) OVER 6' COMPACTED DEPTH CRUSHED ROCK FOR PROPANE TANK.
<br />-�� / REINFORCING SHALL BE 13 REBAR AT 18' C.C./EACH WAY, REFER M
<br />�J / j( Ao• / / / /l7'•• DETAIL 22/C62. GUARD POSTS SHAD. COMPLY WITH NOTES 1-5 OF
<br />/ BOLLARD DETAIL 8/m,
<br />31
<br />to a
<br />!� / '� / 30 NEW BIKE RACK SEE DETAIL ZO ON SHEET C6.1. E
<br />it
<br />31 CONSTRUCT CONCRETE SWALE PER DETAIL 10/C6.1 alEowlEH* �,swwnaH:
<br />4 / o
<br />32 CONCRETE WHEELSTOP PER DETAIL 21/C62 ARCO NTI 5
<br />J •Z'- AM/PM
<br />5ood
<br />, �_. H.V / Q / JJ (E) CONCRETE WHEELSTOPS/BQLIRDS AT RESTAURANT THAT ARE RDAOYED
<br />- 22' •p'� FOR NEW PAVING SHALL BE REPLACED IN KIND (IYPICAL). REFER ALSO TO FUEL CANOPY
<br />1 FAN 21 / DEW PUN FOR ORIGINAL LOCATIONS' WITH 8 MPD'S
<br />•�' ' - I I=_ O / U kSry 34 SUHII MOUNTED CONCRETE BARRIER CURB ('ONKTt KU BRAND WITH
<br />Q// LI 1 ER REFLECTIVE DARDS -T RN S TION,
<br />/ art
<br />^� 1j ,,35 EMERGENCY PUMP SHUTOFF SWITCH, SEE TANK PLAN G.0.2.0
<br />10
<br />9 M SHEE
<br />�/ a 36 ACCESSIBLE PASEE ACCESSIBLE PATH OF TRAVEL NOTE THIS T. NWC CHEROKEE ROAD
<br />/ ®NEWI ON ROAD
<br />O 4 , 37 R3-2 'NO LEFT TURN" TRAFFIC SIGH INSTALL ON 2'x2' SQUARE PERFORATED SMI JOAQUIN COUNTY, GUFORNLA
<br />we ' Q STEEL SIGN POST PER COUNTY OF SAN JDAQUN STD. OWO NO R-27. m
<br />�` �+rootr N>rlsd d 4 FACILITY # TBD
<br />t''NZdD
<br />NIWmI! PB ]ALALIAof
<br />o
<br />\��' / ( / / D Know what's below. Nps A.A.,.. PH �m C
<br />Otto of
<br />ACCESSIBLE PATH OF TRAVEL NOTE:
<br />�� WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) SHALL BE
<br />/
<br />CONTINUOUSLY ACCESSIBLE, (2) HAVE MAXIMUM 1/2' CHANGES IN ELEVATKNN, (3) ARE
<br />/ /•K -•r. ,, / MINI6UM 48' IN WIDTH, (4) HAVE A MAXIMUM 1/4' PER FOOT SIDE SLOPE, AND (5)
<br />WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% (i.e.. 1:20)
<br />/•;•'," SHALL HAVE RAMPS COMPLYING WITH 2010 CBC, SECTION 1133B5. WHERE A WALK
<br />k .' / CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
<br />/- SEPARATED BY CURBS, RULINGS OR OTHER ELEMENTS BETWEEN PEDESTRIAN AREAS
<br />1 AND VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING
<br />WHICH IS 36' WIDE, COMPLYING WITH 2010 CBC, SECTION 11338,8.5.
<br />THE CONTRACTOR SHALL BE RESPONSBLE FOR VERIFYING THE LOCATION, DIYENSgN, AND DEPTH OF ALL
<br />Cal
<br />I1BfOT8 you
<br />dig,
<br />SEE AACHITEC71XRA1, PIANS FOR Aoff LL
<br />Dial 811
<br />ON-SITE SIGNAGE.
<br />EXISTING UTILITIES WHETHER SHOI7N ON THESE PIANS OR NOT BY POTHOLING THE UTILITIES AND
<br />SURVEYOR) THE HORIZONTAL AND VERTICIL LOCATION PRIOfl TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE O BII AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br />NEW IJITUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAIp
<br />UTILITIES AS SHOWN ON THESE PLM1S ARE BASED R, T THE CONTRACTOR
<br />PUBLIC NOTIFY
<br />BARGH MID ARE
<br />SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE RIORT PR SHALL NOTIFY CONSTRUCTION.
<br />CONSULTING EAGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH LONSTRUDnON.
<br />SITE PLAN
<br />C2.0
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