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<br />CALL 48 HOURS
<br />BEFORE YOU DIG
<br />It's the Law!
<br />1-800-432-4770
<br />
<br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. -,...
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<br />'EROSION CONTROL NOTES:
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<br />S 2~ 37' 51" E
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<br />164.83'
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<br />
<br />NEW TYPE III SILT FENCE AND/OR
<br />HAY BALES AS REQUIRED
<br />AROUND PROPERTY AS SHOWN
<br />(SEE DTL. THIS SHT.)
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<br />HESS STATION
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<br />G.C. TO REMOVE EXIST. U.G. STORAGE
<br />TANKS & ALL ASSOCIATED PRODUCT PIPING
<br />TO DISPENSER & PREP TANK PIT FOR NEW
<br />TANKS PER HESS REQUIREMENTS.
<br />(SEE C-2 FOR DTLS.)
<br />
<br />
<br />(5) EXIST. PUMP ISLAND AND
<br />DISPENSER TO BE REMOVED. ALL EXIST.
<br />MPD'S TO BE PREPARED FOR CONVERSION
<br />& RE-INSTALLATION.
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<br />G.C. TO REMOVE EXIST.
<br />MPD, DISPENSER SUMP,&
<br />PUMP ISLAND W/ ALL
<br />ASSOCIATED U.G. PIPING BACK
<br />TO TANKS (TYP. OF 5)
<br />(SEE C-2 FOR DTLS.)
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<br />NOTE:
<br />G.C. TO BARRICADE OFF SITE AS REQUIRED DURING TANfK
<br />EXCAVATION DUE TO SHARED DRIVES.
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<br />
<br />GALL BOULEVARD
<br />
<br />u.s. 301 S.
<br />
<br />1.
<br />
<br />5.
<br />
<br />6.
<br />
<br />-----------
<br />
<br />GENERAL NOTES:
<br />
<br />CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW
<br />LOCALL Y ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES.
<br />WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODES AND INFORMATION
<br />SHOWN ON mE PLANS CONSULT ENGINEER OF RECORD FOR RESOLUTION
<br />PRIOR TO COMMENCING WORK.
<br />
<br />CONTRACTOR is TO NOTIFY ENGINEER OF RECORD IF SITE CONDITIONS
<br />OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN ON THE DRAWINGS.
<br />WORK IS NOT TO PROCEED UNTIL SUCH DIFFERENCES ARE RESOLVED.
<br />
<br />DRA WINGS SHALL NOT BE SCALED.IF NOTED "NOT TO SCALE" OR (INDICA TED
<br />AS N.T.S.) AND THE LISTED DIMENSIONS GOVERN.
<br />
<br />EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR DAMAGE TO
<br />THE WORK OF EACH OF THE OTHER TRADES CAUSED BY HIS OPERA 1l0NS.
<br />REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY
<br />REPRESEN T A TI VE.
<br />
<br />THE CONTRACTOR IS RESPONSIBLE FOR LOCAllNG ALL EXiSTING UTILITIES
<br />AND FOR PROTECTING THEM FROM DAMAGE. mE CONTRACTOR SHALL
<br />BEAR THE COST OF REPAIR OR REPLACEMENT TO UTILITIES DAMAGED BY
<br />THE CONTRACTOR.
<br />
<br />G.C. SHALL PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
<br />OR SILTATION CURTAIN) TO PREVENT SILTAllON OF ADJACENT PROPERTY,
<br />STREETS, STORM SEWERS, AND WATERWAYS.
<br />
<br />EXISTING MONITORING WELLS (M.W.) SHALL BE REMOVED AS REQUIRED. REMAINING M.W.
<br />TO BE RAISED/LOWERED TO MATCH PROPOSED GRADE AS REQ'D. ANY MONITORING
<br />WELLS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT G.C.'S EXPENSE.
<br />
<br />1. PRIOR TO CONSTRUCllON, FILTER FABRIC, SILT SCREENS, STRAW BALES OR
<br />OTHER APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED ACROSS
<br />mE SWALE AT THE LOWEST DISTURBED POINT TO PREVENT EROSION MATERIAL
<br />FROM LEAVING mE CONSTRUCllON AREA, INCLUDING ANY VACANT AREAS
<br />USED FOR INGRESS AND EGRESS.
<br />
<br />
<br />2. ALL AFFECTED STORMWA TER PIPES, INLETS AND CATCH BASINS SHALL BE
<br />PROTECTED BY EROSION CONTROL DEVICES TO PREVENT CONSTRUCllON
<br />RELA TED EROSION MATERIAL FROM ENTERING THE STORMWA TER SYSTEM.
<br />
<br />3. THE EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY
<br />CONSTRUCTION PROCESS AND SHALL REMAIN IN PLACE UNTIL STABILIZED
<br />~TH SOD AND THE VACANT AREAS ARE SEEDED AND MULCHED.
<br />
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<br />6'MAX _
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<br />POST OPTIONS:
<br />WOOD 2 1/2" MIN.DIA.
<br />WOOD 2"X4"
<br />OAK 1 1 /2"X1 1 /2"
<br />STEEL 1.33 LBS/FT MI .
<br />
<br />OPTIONAL
<br />
<br />20'
<br />
<br />t;RINCIPAL POST
<br />POSIllON (CANTED
<br />20' TOWARD FLOW)
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<br />FILTER FABRIC
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<br />FILTER FABRIC (IN
<br />CONFORMANCE ~TH
<br />SEC.985 FOOT SPEC_)
<br />
<br />ELEV A llON
<br />
<br />SECllON
<br />
<br />NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
<br />
<br />TYPE III SILT FENCE
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<br />lYPE II SL T FENCE
<br />
<br />NOTE: SPACING FOR TYPE III FENCE
<br />TO BE IN ACCORDANCE WITH
<br />CHART 1 , SHEET 1 OF 3 AND
<br />DITCH INSTALLATIONS AT
<br />DRAINAGE STRUCTURES SHEET
<br />2 OF 3.
<br />
<br />lYPE II 8L T FENCE
<br />
<br />NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT
<br />FENCES WILL ACT AS A DAM ACROSS
<br />PERMANENT FLOWING WATERCOURSES.
<br />SILT FENCES ARE TO BE USED AT UPLAND
<br />LOCATIONS AND TURBITY BARRIERS USED
<br />AT PERMANENT BODIES OF WATER.
<br />
<br />
<br />TYPE III SILT FENCE PROTECTION
<br />AROUND DITCH BOTTOM INLET
<br />
<br />EROSION AND SEDIMENT CONTROL
<br />PER FOOT INDEX 102
<br />NOT TO SCALE
<br />
<br />SHEET FLOW
<br />~ t
<br />
<br />
<br />BALES OF STRAW STAKED DOWN
<br />
<br />SINGLE ROW OF BALES OF STRAW TO BE PLACED
<br />PRIOR TO mE START OF ROUGH GRADING.
<br />PLAN VIEW
<br />
<br />2"x2" STAKES
<br />1-1/2' TO 2' IN
<br />THE GROUND
<br />
<br />BALE TIES
<br />
<br />
<br />SECURELY BOUND BALES
<br />REQUIRED FOR DURABILITY
<br />
<br />ANCHORING BALES
<br />
<br />ANCHORING BALES DETAIL
<br />NOT TO SCALE
<br />
<br />_/
<br />
<br />6
<br />
<br />5
<br />
<br />4
<br />
<br />3
<br />
<br />2
<br />
<br />REV. DA TE BY
<br />
<br />DESCRIPTION
<br />
<br />CHECK APP'D.
<br />
<br />CHECKS DRAnlNG
<br />AND CHECK
<br />APPROVALS
<br />
<br />DESIGN
<br />APPROVAL
<br />
<br />PRO..l:CT ENG.
<br />APPROVAL
<br />
<br />FINAL APPROVAL
<br />
<br />-----------
<br />---
<br />---
<br />-----.---.----------.-----.------
<br />
<br />~~
<br />
<br />AMERADA HESS CORPORATION
<br />1 HESS PLAZA, WOODBRIDGE, N.J.
<br />
<br />FINAL
<br />APPROVAL
<br />SR.VP.
<br />
<br />TITLE
<br />
<br />
<br />A_F.E_ NO.
<br />
<br />DATE:
<br />
<br />DEMOLITION PLAN
<br />
<br />DWH 5/31/07
<br />PHYRHILLS
<br />
<br />DATE
<br />
<br />DATE:
<br />
<br />HESS STORE No, 09415
<br />6026 N. GALL BLVD,
<br />ZEPHYRHILLS, FLORIDA
<br />LANS PREPARED BY: MDM
<br />
<br />
<br />Services, Inc.
<br />ENGINEeRING ct ENVIRONMENTAL
<br />501 W. PEACH1REE ST., LAJ<aANO, F1... 33807-6gJO
<br />E.B. , ~7 (663) ~glJO
<br />
<br />REV.
<br />
<br />DATE:
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