<br />
<br />I
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<br />
<br />1" = 10'
<br />GRAPHIC SCALE
<br />
<br />,
<br />5 10
<br />
<br />I
<br />20
<br />
<br />
<br />,
<br />,
<br />
<br />NOTE:
<br />REFER TO HESS TANK
<br />STANDARDS FOR DETAILS
<br />
<br />S 2~ 37' 51" E
<br />
<br />164.83'
<br />
<br />NOTE:
<br />ALL PRODUCT PIPING TO BE SLOPE 1/8" PER FT. (MIN. TO TANKS)
<br />AND PROPO~;ED TANKS TO BE SET AT 4'-0" (MIN,) BELOW GRADE
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<br />DTL. THIS SHT.
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<br />SLAB W/ 6x6-
<br />W4,OxW4,0 W.W,M,
<br />(TANK SLAB)
<br />
<br />NEW 30'x105' CANOPY
<br />
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<br />2"\'l S.W. F.G, VENT UNES
<br />SLOPE: 1/8" PER FT.(MIN.)
<br />(TYP, TO VENT RISER)
<br />
<br />//~-~----~-
<br />/
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<br />
<br />CALL 48 HOURS
<br />BEFORE YOU DIG
<br />It's the Law'
<br />1-800-432-4770
<br />
<br />
<br />SUNSHINE STATE ONE CALL OF FLORIDA,
<br />
<br />-----------~--------~----------~---
<br />
<br />---------------.~.~--------- --l---.~-'I
<br />
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<br />(-J' ! ----~
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<br />(2) 2"0 BLACK
<br />VENT RISERS
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<br />------~------~---_._._-------_._---------------
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<br />NEW 2-20,000 GAL, U.G.
<br />PRODUCT STORAGE TANKS
<br />(REFER TO TANK DWGS FOR
<br />DTLS.) SET TANKS 4'-0'
<br />MIN. BELOW GRADE
<br />
<br />GALL BOULEVARD
<br />
<br />-
<br />
<br />----, - -\-
<br />---_._-~--------_._---_._-----~-_._-------~.~._--~_.\
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<br />SCOPE OF WORK:
<br />
<br />WORK AREA
<br />BARRICADE AREA AROUND TANK EXCAVATION AND PUMP ISLANDS.
<br />INSTALL EROSION CONTROL AROUND WORK AREA AS SHOWN ON DEMOLITION PLAN.
<br />
<br />GASOLINE DISPENSERS
<br />GENERAL CONTRACTOR TO REMOVE (5) EXISTING GASOLINE MPD DISPENSERS AND SAWCUT EXISTING CONC, ISLANDS,
<br />AS NECESSARY TO INSTALL (5) NEW BRAVO CONTAINMENT SUMPS. CONC, ISLANDS TO BE REPAIRED AND EXISTING
<br />MPD DISPENSERS TO BE RE-INSTALLED. CONTRACTOR TO SUPPLY STAINLESS STEEL ISLAND ~RMS,
<br />ONE MPD TO BE RETROFITTED WITH HANDICAP ACCESSIBLE KEYPAD, SEE PLAN DESIGNATED Q:!9
<br />
<br />CONCRETE
<br />GENERAL CONTRACTOR TO SAWCUT, REMOVE AND REPLACE CONCRETE AS REQUIRED TO INSTALL NEW PRODUCT LINES
<br />PER SITE PLAN AND HESS SPECIFICATIONS.
<br />G.C. TO BACKFILL IN TANK PIT AND PIPING TRENCHES THROUGH EXISTING CONCRETE AREA AND INSTALL
<br />NEW 8" CONCRETE APRON OVER NEW TANKS AND 6" CONCRETE OVER PIPING TRENCHES AND EXCAVATED
<br />CONCRETE AREA TO MATCH THE SURROUNDING SURFACE AS REQUIRED, (SEE TANK SHEETS FOR
<br />PAVING DETAILS)
<br />
<br />UNDERGROUND TANKS
<br />
<br />GC, TO DE-WATER IF APPLICABLE AND PREP EXCAVATED AREA FOR INSTALLATION OF U.G,
<br />TANKS AND PIPING,
<br />
<br />G.C, TO REMOVE (4) EXISTING UNDERGROUND PRODUCT STORAGE TANKS,
<br />G.C, TO DISPOSE OF PER STATE AND LOCAL REQUIREMENTS AND REMOVE ALL EXIST, PRODUCT PIPING
<br />FROM EXIST. TANKS TO PUMP ISLANDS AS REQUIRED. REMOVE DISPENSER SUMPS AND DISPENSERS.
<br />
<br />GC TO INSTALL (2) NEW 20,000 GALLON D.W, FIBERGLAS TANKS AS SHOWN ON SITE PLAN AND HESS
<br />SPECIFICA TIONS.
<br />(1) 20,000 GAL. (REGULAR)
<br />(1) PARTITIONED 20,000 GAL,: 12,000 GAL. (DIESEL) & 8,000 GAL, (PREMIUM)
<br />UNDERGROUND PRODUCT UNES
<br />
<br />~---'''-----''----''----------
<br />
<br />
<br />GENERAL CONTRACTOR WILL INSTALL 2"0 INSIDE 3"1ZI DOUBLE WALL PRODUCT LINES FROM NEW ~
<br />MPD'S TO TANKS, /
<br />/
<br />VEEDER ROOT SYSTEM /
<br />
<br />GENERAL CONTRACTOR TO REINSTALL EXISTING SYSTEM, WITH NEW PROBES SUPPLIED BY Hiss, REPROGRAMMED AS REQUIRED,
<br />
<br />-~~
<br />/-~"-~
<br />/ //'1 ) "
<br />// 1/
<br />, I / I
<br />~I II
<br />/1
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<br />
<br />WARRANTY
<br />
<br />/
<br />/
<br />/
<br />I
<br />/
<br />/
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<br />TO RE~\~
<br />i,~
<br />
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<br />
<br />/""
<br />/
<br />
<br />
<br />THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND EQUIPMENT FURNISHED BY G.C, OR SUBCONTRACTOR
<br />i
<br />AND ALL WORK PERFORMED BY G_C, AND HIS SUBCONTRACTOR FOR A PERIOD OF 1 YEAR FROM TIME OF FINAL
<br />"
<br />PUNCHLlST COMPLETION. THE CONTRACTOR AND HESS SHALL PERFORM AN INSPECTION 11 ~ONTHS AFTER PUNCH
<br />LIST DATE TO DETERMINED IF ANY CORRECTIONS ARE REQUIRED, '
<br />
<br />GENERAL NOTES:
<br />
<br />MATERIALS TO BE SHIPPED TO mE CONTRACTOR'S WAREHOUSE PRIOR TO PROJECT START. ;CONTRACTOR
<br />
<br />"
<br />;\ ~ E f\-------~
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<br />~!
<br />
<br />I
<br />
<br />GILBARCO MULTI-PRODUCT DISPENSER
<br />
<br />- GILBARCO MULTI-PRODUCT DISPENSER
<br />
<br />~
<br />
<br />--_.~-~---._-------------------
<br />
<br />
<br />-GILBARCO DIESEL DISPENSER
<br />12"RAD. (TYP,)
<br />
<br />
<br />CANOPY COLUMN
<br />
<br />CANOPY COLUMN
<br />
<br />a
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<br />STAINLESS STEEL
<br />METAL CURB FORM
<br />
<br />EXPANSION JNT,
<br />MATERIAL
<br />
<br />
<br />V v~
<br />/ )
<br />
<br />;~
<br />12'-0" \""Z:: _
<br />/ ---\ u~
<br />4'x12' ISLD. PLAN VIEW ~!i ~li.l~~Eg3R~T~6~M
<br />N,T.S. ( \" .--\ EXPANSION JNT,
<br />~'~ MATERIAL
<br />
<br />12'-0"
<br />
<br />J
<br />
<br />4'x12' ISLD. PLAN VIEW
<br />
<br />
<br />
<br />N,T,S,
<br />
<br />4'-0"
<br />
<br />-~Cif?}:~i""(t<:tG;'::'7ft8~S';'5(~
<br />
<br />SECTION VIEW
<br />
<br />PEA ROCK
<br />
<br />TYPICAL PUMP ISLAND SECTION
<br />
<br />__/1
<br />
<br />NO TO SCALE
<br />
<br />3'-3~"
<br />
<br />
<br />CHECK APP'D,
<br />
<br />6
<br />
<br />5
<br />
<br />4
<br />
<br />3
<br />
<br />2
<br />
<br />2/14/06 D,J, REV, PER SITE VISIT ON 11/29/06
<br />
<br />*
<br />
<br />REV. DATE BY
<br />
<br />DESCRIPTION
<br />
<br />"--
<br />3 1 /2" 0 D. SCHEDUL~ 40
<br />STAINLESS STEEL INVERT~
<br />"U" BUMPER FILLED W/CON~
<br />SET BUMPER 1'-0" CLEAR OF
<br />ISLAND FASCIA
<br />
<br />------ -
<br />CONCRETE PUMP ISLAND
<br />W/STAINLESS STEEL FACIA
<br />
<br />CHECKS
<br />AND
<br />APPROVALS
<br />
<br />';,;-
<br />
<br />
<br />DATE:
<br />
<br />DRAFllNG
<br />CHECK
<br />
<br />DESIGN
<br />APPROVAL
<br />
<br />PRO"ECT ENG,
<br />APPROVAL
<br />
<br />FINAL APPROVAL
<br />
<br />.;. ~"~,X.~c'._~'.:'~
<br />..... .,
<br />
<br />a
<br />I
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<br />
<br />------
<br />------- ----~.~._~----_.~------------
<br />
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<br />
<br />U.S. 301 S.
<br />
<br />.
<br />~ "
<br />
<br />".""
<br />
<br />
<br />to
<br />
<br />'..' .'
<br />
<br />--
<br />-------------
<br />
<br />- ------------
<br />
<br />~ss
<br />
<br />AMERADA HESS CORPORATION
<br />1 HESS PLAZA, WOODBRIDGE, N.J.
<br />
<br />3'-0"
<br />
<br />SEAL GAP AROUND STEEL BUMPER
<br />W/ SEALANT/BACKER ROD
<br />
<br />
<br />TITLE
<br />
<br />FINAL
<br />APPROVAL
<br />SR.VP.
<br />
<br />A,F,E_ NO,
<br />
<br />SITE AND PIPING
<br />PLAN
<br />HESS STORE No, 09415
<br />6026 N. GALL BLVD,
<br />ZEPHYRHILLS, FLORIDA
<br />LANS PREPARED BY: ~~~
<br />
<br />Services, Inc.
<br />
<br />ENGINEERING ct ENVIRONMENTAL
<br />501 W. PEACHlREE ST., W<El..ANO. F1.. ~7-6g30
<br />E.Il. , ~7 (663) ~9130
<br />
<br />REV,
<br />
<br />o o' '" ,,~o .. ~' ,"0",' .
<br />...~: _.k_'. :"'1., : <.J-,
<br />
<br />a
<br />I
<br />N
<br />
<br />- ...~. ..., ....
<br />
<br />I. 1'-6" J
<br />
<br />','
<br />
<br />SCALE
<br />
<br />DATE
<br />
<br />DATE:
<br />
<br />DWH 5/31/07
<br />ZEPHYRHILLS
<br />
<br />GROUT TOP 3" OF SLEEVE,
<br />RECESS 1" FOR SEALANT
<br />
<br />FILL GAPS UNDER AND AROUND
<br />STEEL TUBE wi MASON SAND
<br />
<br />5" SCHEDULE 40 pve SLEEVE
<br />
<br />INSTALL CONCRETE FOOTING &
<br />PVC SLEEVE PRIOR TO POURING
<br />6" REINFORCED CONCRETE SLAB
<br />
<br />"U" TYPE BUMPER POST DETAIL
<br />N,T.S.
<br />
<br />DATE:
<br />
|