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7:,.,1.-,_ . . T. ' ^ r 3yaPo-" ,";._ 'µ T I,. �„�a ,V, "N, r ,+.✓�; ........ ., b ,ra.r �'.'F+t r S' Y YTa" rti.. ASi „nii r �u ELENDEZ " DESIGN � 4 Iur I. SHOULD A CONFLICT-OCCUR BETWEEN THE SPECIFICATIONS, + D RAWINGS, CODES,STAN DARDS OR NLN NU FAC CURERS INSTRUC TION.THE GROUP 4. MORE STRING EN i OR RES TRIC'T IVE CON D I(ION SHALL HAVE. S>", PRECEDENCE. ' )FSIGN(ONSNLTANTS ' (ON,SIRIJCTIONAIANA(;ikBNI RN •'�"�"�'"�"�"�••�•• ..�..�.. ROIEC'TTIHEYDODN'OTINDICA'TrTUE. METHOD OES FIN fF CONSTRUHE CED TION THE ' FNvla(anIFNIA) �Srtuvlt lv • -- - FX1511NG FREEWAY POLE CON'TRACT'OR SHALL BE RESPONSIBTLIOR CONSRUC TION MEANS, 035 I UGIISON AVCW 1 11N BOX STAT 1� SIGN SEQUENCES AND PROCEDURES IN ,ACCORDANCE WITH GENERALLY IIGIISON CA "126 n101)1s10,( A 15117 ' C �- ACCEPTED CONSFRIC TION PRACTICES ' p 1 3 DIMENSIONS AND SI OF CONIJI TIONS SHALL BE VERIFIED BY THE R ` �209� (i5Z-QI70 h. (?QO) $52-j N2� 'ayz CON TRACTOR BEFORE THE STAR F OF CONS-FRCC TION OR FABRICA TION SJU ' FR EXISTING 3 AY IF ENCIES TERED, THE TOR ALL NEW CONVENIENCE SERVICESTATION • J ('UTNTRAC70RSHALIR. PERS RVF. NRE-GXCAV,YHONCCONDITION AOTIFV l-IUNIAS BUILDING 10 BE REMODELED TO THE MELENDFZ DESIGN GROUP I\IMEDIATLY NEW CONVENIENCE MART �/ C FIVE' IfFILITIFSTR\VLRSINC711EPRUICCFSFFECONTRACTOR SHALL REPAIR Mocl-flZUKI • DANIAGF TO SUCH UTIL ITIFS (',\USI D DY IVORK U'NDGR TI1IS CONTRACT TO THE SATISFACTION OF'1 HE MELLNDEZ DESIGN GROUP THE LOCATION Y AND SIZES OI EXISTING UNDERGROUND UTILITIES ARE SHOWN' IN AN F N `�\/'�7 I N I)'I"RING APPROXIA44TF WAY FROM INFORM CTION OF RFCORDANDSITE INVESTIGATION THE (ONTRV('TORSIIALI, DI^;TERNIINETTiEFtVC1 2909 ]ARAN)) 1)1Z)UI / I LOCATION AND SIZE OT .IIL EXISTIN( l'iILTI'ICS BlTORE CO\1\IUNCIN[i r WORK THE' CON fRAC FOR AGREES TO BE FULLY RESPONSIBLE FOR AN) %'()))1:S ) 0CA 95355 AND ALL DAMAGES WHICH \11(ilfT BE OCCASIONED BY THE 09) ~- - -- I EMERGENCY SHUT OFF SWITCH CONTRACTORS CTORS FATTED UNDERGROUND TO XCLLOCATTIAND PRESERVE ANY AND PROVIDE SIGNAGE THAT STATES: ALL CON TRACTORS FAILURE, i0 EXACTLY iLY LOGVE riD FRES HICH ARE WN _ . - -___ _......_. --"':r-._.. • ____-{ B\1 REDOLETTERS Tu/r CONTRASTING S UNDERGROUND STORAGE TANK D1�11ENSIONS SHOWN ON DRAWINGS IRF, I I( ( r'O ;f)5 (PI C.B. - ONTO+ UH: I BASED ON THE BESTAVAILABLE INFORMATION AC TUAL STORAGE TANK DIMENSIONS MAY VARY �L1 I i 6 CONTRACTOR SHAT L PROTECT EXISTING STRUCTURES, TREES AND 1 p O'HiE,R PERMANENT OBIEC'T5. SHOULD :WY FINISHED WORK BE LLlI i DISTURBED DURING UST REMOVAL. CONTRACTOR SHALL RESTORE TO (� / • ORIGINAL CONDITIONS. �.1L.. • - I T EXCAVATED SOILS TO BE SCREENED AND SEGREGATED ON SITE PRIOR TO -- STOCKPILING. STOCKPILED SOILS TO BE PLACED IN DESIGNATED AREAS ONLY V ) I ^ I 8. UINIENSIONS SHALL HAVE PRECEDENCE OVER SCALE. • /�''' `` • - -- - (3) NEW 12.000 GALLON UNDERGROUND DOUBLE WALL FUEL STORAGE TANKS (8' DIAMETER) REFER TO SHEET F-3 FOR 7YPICAI_ � � SHASU TANK SECTION _ • NEW 30" PLANTER POTS TO BE ---- ' �� 0 �^ - O LOCATED AT THE END OF EACH A ��- p0��/ (�1 /tel O O p IE ;(o � (l�f I \ 151-AND ITYP OF 6) �' NEW 8' RE-LN'FORCED CONCRETE Du Gvi W • \I \V/�� m nAO�ii� \` • DRIVE SLAB TO EXTEND A MIN ` OF 2' -0" ON EACH 510E OF TANK5 z I I NEW DRESSER WAYNE VISTA 390 Vppm I • READERS, rH \ I� ® Z�:'2`�� _ • ----- NE'Wr VENTASTACK 1 REFER TO DETAIL FUEL STORAG TA NK5N( 1 ) UEW NLFACED ( 1 ) P1 J5 A -..'��: :Ova � ..�.1 CARD MN WAYNE VAC SYSTEM _ __________________ J -_ ` r JCIRCUITS. S. LFA ' QUIP I MUIIT PRODUCT DISPEN5FR5 aZ ` I . INSTALL IHREF (3 y _ FOR CONSTRUCTION NOTES UDE ALL RELATED PIPING. F 4FNT K MONITORING AND CONTROLS. ROWER I CANOPY COLUMN I�/ METAL 'WRAP ('�C\\1+ � -� a L COORDINATE WITH CHEVRON RFP, FOR RFGI57 ER. OVE • NEW 54TYP 'F>c 138' OVERHEAD CANOPY -\�. ' \�` � MINA 2. 8" REINFORCED FFOUR (4) NEW MULTIBPRODUCTT DISPE.NSFR>ILI-ITE INSTALLATION. I PROVIDE SFR REFER TO DRAWINGS BY MANE. \ ' WAYbF PROVIDE DURiPIb BIDDING PROCESS AND OPT IONA,_ • I - - - AIR WATER DISPENSER IECA55AATT ON. TE ' OM' INTERCOM FNSERS PROVIDE A! • PRICE FOR A COM 'v�Ca ARY EQUIPMENT REI_ATEU TO Ui5PFN5ER5 FOR a O)MPI,Eir • _ I I - - I �/ LIGHT ABOVE 3, COORDINATEPTHEC IN5TAt5AIIONVOF TUFA NEWA(OVERHEADMC J � 6' THi CH CONCRETE DRIVE SLAB -- u/ 6.6: 10: 10 WWF CENTERED IN F-4 i SAAR OX APPROVED BAGI(FILL C I t CANOPY v (APPROX 58' = 42' ) I FUEL I. L I ^5�_A ND LJ/ I I REQUIRED FOR A FIN;5H PRODUCT. ANT ( 4 ) MPD ' S & I 4. INSTALL NEW 'DURO' AIR AND 'WATER MACHINE WITH 1115 _J STAND SIGN INSTALL PER MFG. ,t I REFER TO DETAIL t8 FOR LIIiHi. STANDARDS �I OV ERHAFD CANOPY I I �� 15LAND DIMENSIONS AND CONFIG. V � ISLAND VALET RJSTAI_i.. PER MFG, STANDARDS I / I THIS SCOPE OF WORT( IS FOR REFERENCE. ONLYl CONT RAC IOR 15 RE 5 P 0 N 5 1 BLE FOR COME F_IE _ • 6x6 SO. STEEL BOLLARDS --� I� \ F3S i • REVIEW AND UNDERSTANDING Or DRAWINGS J FZi V 1 rG L 0 SEE DETA 11.. A � All PRIOR t0 COMMENCEMENT Of WOR4. TYPICAL OF 8 IL I • �—-� - CUR9EXISTING 6' PLANT F.R - • 112' _10• - -- - ---- - ORAIJI O PREPARED FOR: CB I L•_._.._.._.._. (E) CATCH BA51N TO REMAIN L. .._.._.._.._.._.._ . ._.._.._.._.._.._.._.. _.._..y ..`:�_.._....._•.._. ...._. U.S A. NOTIFICATION S(RVIC! 508 W . CHARTER WAY THE LOCATION OF EXISTING UNDERGROUND UTLITIES STOCKTON , CALIFORNIA WERE TAKEN FROM SOURCES BELIEVED TO BE RELIABLE. HOWEVER, THEY HAVE NOT BEEN INDEPENDENTLY VERIFIED c BY THE OWNER OR TH15 ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SHEET EXISTING UTILITIES BEFORE COMMENCING WORK, RM AND AGREES TO BE FULLY RESPON51BLE FOR ANY EXACT ,r c_Ii EJ BY W E 5 T C H A T E W A Y AND ALL DAMAGES WHICH MIGHT BE LIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDER- Illllj I CAfF. JT __.. . — _ _ . _ . _ _ _ _ _ . _ . _ _ _ . _ . _ _ _ _ _. . _ . _. . _ . _ . � . _. . _ . — . _ . . _ . _ . —. GROUND UTILITIES. SCALE JJO�F 90 I• - 10• _0• JOB 96-09875 NOF TH