20110542 Ver 1_Site Plan_20110617

Strickland, Bev
From: Mike Novajosky [[e-mail]]
Sent: Friday, June 17, 2011 2:30 PM
To: Strickland, Bev
Subject: RE: Lake Wylie Boathouse Fuel System DWQ# 11-0542
Attachments: FTP instructions(Bev Strickland ) (3).docx
Ms. Strickland -
I apologize for the delay- my hard drive crashed and it took our IT guys a while to get it back up.
I have uploaded the drawing set to the FTP site, and have attached instructions to access it. Your username. and
password are included.
Please feel free to contact me if you have any problems or questions, or if you require further information.
Thanks for your help.
Mike Novajosky
Core States Group
v. 704.927.8760
Engineering I Architecture I Project / Construction Management i Zoning & Permitting I Development Services I Construction
From: Strickland, Bev [maiIto: bev.strickland(ancdenr.gov]
Sent: Tuesday, June 07, 20113:30 PM
To: Mike Novajosky
Subject: RE: Lake Wylie Boathouse Fuel System DWQ# 11-0542
If you have a ftp site I would be glad to get it from there. It will save money on fed ex.
Beverly Strickland, :administrative Officer
Division of Water (luality - Program Development
N.C. Department of Fnvironment and Natural Resources
Mail Service (:enter 1650, Raleigh, N(: 27699-1650
Phonc/t 919-807-63.?u
Frnail Address liev.Stiicl<land?c_)ncdenr.ggv_
Main I,inC li (91()) 8n7-63nl
Fax Line. N [phone]
l;' mail coy i cslmndencr? to and Ji om this address may he subje ct' to the Noy lh ('a) olina P??blic Recce ds /.aw and muv be disclosed to third hariies
From: Mike Novajosky fmailto:mnovajosky core-eng.comI
Sent: Tuesday, June 07, 20113:27 PM
To: Strickland, Bev
Subject: RE: Lake Wylie Boathouse Fuel System DWQ# 11-0542
Ms. Strickland -
Thank you, we will Fed Ex in the next few days.
1
Mike Novajosky
Core States Group
v. 704.927.8760
Engineering I Architecture I Project / Construction Management I Zoning & Permitting I Development Services I Construction
From: Strickland, Bev jmailto:bev.strickland(a)ncdenr.gov]
Sent: Tuesday, June 07, 20118:20 AM
To: Mike Novajosky
Subject: Lake Wylie Boathouse Fuel System DWQ# 11-0542
Mr. Novajosky,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Beverly Strickland, Administrative Officer
Division of Watcr Quality - Progratn I evelopmcnt
N.C. Wpm(nicni (41 .rivlronmcnt and Natural Rcsourccs
Mail Service Center 1650, Raleigh, NC 27699-1650
Phoned 919-807-6350
Email Address Llcv_, trickland(-a)ncdenr. ov
Main Liner [phone]
Fax I inc t [phone]
L-mail correspondence to and from this address may be subject to the North Carolina Public Records l.aw <ttd may be disclosed to third parties
2
001 NEW ASPHALT WALKWAY PLAN DETAIL SCALE: 1" = 1'-0" ~ ~ ~
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(9) EXISTING PATH LIGHTS TO REMAIN.
RELOCATE AS REQUIRED TO ACCOMMODATE NEW LANDSCAPE TIES AND DISPENSER 0 0 o r r r r r r r a~~~~~~
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NEW 8'x8" PRESSURE TREATED LANDSCAPE TIES ANCHORED AND
BOLTED TOGETHER AND TO ADJACENT TIE
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NEW ASPHALT WALKWAY (MIN. ~ZN.~U NEW 8'x8' PRESSURE TREATED O J A O Z J
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002 NEW ASPHALT WALKWAY SECTION DETAIL SCALE: 1" = 1'-0" ~ ~ ~
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(9) EXISTING PATH LIGHTS TO REMAIN. ~ O N ~ ~ ~ ~
RELOCATE AS REQUIRED TO ACCOMMODATE NEW LANDSCAPE TIES AND DISPENSER
= Z O
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m
NEW 8'x8" PRESSURE TREATED LANDSCAPE TIES ANCHORED AND m
BOLTED TOGETHER AND TO ADJACENT TIE
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NEW 8'x8" PRESSOR ~ (~j ~ ~ L NEW 8'x8" PRESSURE ~ N Q Q U
NEW ASPHALT WALKWAY TREATED LANDSCAPE TI EATED LANDSCAPE TIE JCHORED AND BOLTED
(MIN. 4" THICK) ANCHORED AND BOLTE TO ADJACENT TI ro aodacENr TIE DISCLAIMER
GRADE DOCUMENTS PREPARED BY ORgpE CORESTATES, INC. ARE TO BE
USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR ~ WHICH THEY WERE PREPARED.
ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
~ APPROVED BACKFILL OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
MATCH EXISTING OTHER THAN WHAT WAS
SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL CLAIMS AND LOSSES.
Sheet #
Al
I

)07 GENERAL ARRANGEMENT BOAT HOUSE & FUELING AREA SCARE 1/8° = 1'-0" (NTS) FUEL DEMOLITION SCHEDULE ~ ~ ~
Z Z Z
W W W
TRENCH AND REMOVE COVER IN ORDER TO REMOVE EXISTING p Z ~ ~ ~
UNDERGROUND FLEXIBLE PIPING AND ELECTRICAL CONDUITS. ~ ~ ~ ~ D NOTIFY CITY OF PRODUCT PIPING REMOVAL. SOIL SAMPLING W O O ~ U
~ I J AND ANY REQUIRED REMOVAL OF CONTAMINATED MATERIAL WILL ~ ~ ~ ~ W~ Z
BE COMPLETED BY THE CIT. SCHEDULE ACCORDINGLY. DELAYS ~ W W
MAY BE NECESSARY FOR S"'IPUNG LAB TEST RESULTS AND ~ ~ ~ ~
POSSIBLE ADDITIONAL E,.~, TION. Z
REMOVE EXISTING ASPHALT WALKWAY FOR INSTALLATION OF o 0 o r r
NEW ASPHALT WALKWAY ~ r N r GO ~
~ O r O O r
0 ~ ~ r N M~ REMOVE EXISTING TRANSITION SUMPS r r r 0 0
FM-37
REMOVE EXISTING FLEXIBLE LINE TO EXISTING ~
7 FC-01 DISPENSER AT RAMP AND DOCK AREA. PURGE j PRODUCT FROM LINE BEFORE REMOVING. ~ ~ ~ o ~ o
8 EXISTING 2500 GALLON UNDERGROUND STORAGE TANK TO REMAIN REMOVE EXISTING PRODUCT DISPENSER AND RELATED
EQUIPMENT
EXISTING FLEXIBLE ~ ~ COORDINATE REMOVAL AND RELOCATION OF EXISTING
FUEL LINE TO BE REMOVED ~ ~ ! ~ ELECTRICAL SERVICE AND METER WITH DUKE ENERGY.
REMOVE EXISTING ELECTRICAL PANEL, METER PAN, BACKBOARD AND POSTS
5 ~ REMOVE EXISTING TANK TOP CONCRETE, TO UPGRADE TANK ~ ~
ALL CONTOURS TOP EQUIPMENT AND NEW PRODUCT PIPING INSTALLATION. W N ~ 0 ~
ARE APPROXIMATE ;
- ~ _ _ ~ZN N Z Q L~U O ~
A, 2~._a aP _ _ o ~ m _ ~ REMOVE EXISTING UST SUMP. ~ ~ Z - a
o ~ ~ ~ ~ APPROX ELEVATION = 6820 i ~ o EXISTING 2° VENT ~ - ~ N~~ Z 0
dio p Q ' ~ ~ ~ STACK TO REMAIN ffi ~ ~ ~ e o do =Q~L~ ZO
i , FM-25 ~ p D ARCHITECTURAL DEMOLITION SCHEDULE V2Z}U ~ J
s5 0 oD ~ - ~0; °r, _ as _ APPROX ELEVATION - 58D.0 a / p . ~ e 0
c. - r ~ ~ i ~ o D: e - _ ~ REMOVE EXISTING CONDUITS, WIRING AND EQUIPMENT FROM O N ~ Z W
oA SHORE TO BQAT HOUSE STRUCTURE, NEW CONDUIT WILL BE ~ O N ~ C ~ ~
APPROX ELEVATION = 578.0 INCLUDED IN THE PROPOSED INSTALLATION. ~ Z O ~ ~ ~ ~
' ,t~ U ~ XQ
i °e, ~ ~ ~ j' ~ r ~ APPROX ELEVATION = 576.0 REMOVE EXISTING FIXED PLATFORM, EXISTING ACCESS WALKWAY ~ ~ W
~ AND EXISTING FLOATING DOCK ANCHOR POSTS. REMOVE
~ i ; o ~ PORTION OE EXISTING FENCE TO ACCOMMADATE NEW RAMP
r ° ~ e ~ ~ ~ • , APPROX ELEVATION = 674.0 o di i 9 Op _ _ _ ~ ° AND FLOATING DOCK ARRANGEMENT. (BY OTHERS)
w p ~ ap ~ ~ r
a 0 a ~ ~ •d 'm ~ APPROYi FLFMATION = 572.0 I a~ '
J ~ ° ! ~ ~ ~ amp ' O ~ ~ °
~ e ~ ~ APPROX ELEVATION 570.0
W
9~
~8 a, I ° ~ 4
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ap I I ~ EXISTING ,~~PHALT ~ PAVING T6 BE 4 EXISTING TREES 0
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~ ~ (8) EXISTING PAZki~ APPROX CURRENT WATER LEVEL = 568.9 LIGHTS PTO REMAIN z
SHORELINE U
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EXISTING FENCE TO REMAIN a
RELOCATE EXISTING' WATER AREA
PATH LIGHTING EXISTING FENCE TO REMAIN y o~ o~ N a
s ~ ~ RELOCATE ~~EXI TING a ~ o POLE ANA a HT 5 d~ ~ ~
FIXTURE 0
D a~ m o~ e W Na ' U
~ ~ ° EXISTING FENCE EXISTING PRODUCT EXISTING FUEL ° LINE TO BE X M p m W~Nm
SECTION TO REMAIN 4 DISPENSER TO BE MODIFY AS REQUIRED FOR NEW PLATFORM REMOVED REMOVED O a0a o
REMOVE AND REPLACE JUNCTION BOXES REMOVE DOCK ANCHOR °~aU N0~ ~ ~3am
POSTS (TYPICAL BY OTHERS) EXISTING PLATFORM TO BE EXISTING ACCESS WALKWAY U~Mm
ISTING I REMOVED (BY OTHERS) TO BE REMOVED (BY OTHERS) c N(A~a
CONTOUR LINES ~ T,RANSITI N SUMP ~ / TO B REMOVER
FE-10 A ~ ~ O V ~ 00 W ~ J 2
' ' . ~ j j ~ ~ ` EXISTING VEEDER ~ ROOT PANEL TO M ~ ~ ~ ~
.g, REMAIN O N r ~
3 EXISTING 3 EXISTING ExISTING PRODDCT AND EXISTING BOAT = Z O
ELECTRICAL METER ~ TRANSITION SUMP ELECTRICAL LINES TO BE HOUSE SUB PANEL AND PANEL TO BE REMOVED B REMOVED ~ TO REMAIN U Q
9' EXISTING FENCE SECTION TO REMAIN m
,g~ REMOVE PORTION OF EXISTING EXISTING BUILDING m ~
FENCE TO ACCOMMODATE NEW TO BE RELOCATED RAMP AND FLOATING DOCK EXISTING BUILDING c ~c U
ARRANGEMENT (BY OTHERS) BY OTHERS TO BE RELOCATED BY OTHERS ~ V ~ N L
~ (A ~ ~ U
EXISTING FENCE TO REMAIN MODIFY AS REQUIRED FOR NEW PLATFORM EXISTING BUILDING BUDDING DISCLAIMER
TO BE RELOCATED EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN BY OTHERS LOCATED -HERS DOCUMENTS PREPARED BY
CORESTATES, INC. ARE TO BE USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC U5E FOR
WHICH THEY WERE PREPARED. ANY EXTENSION OF USE TD
OTHER PROJECTS, BY OWNER OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN
SHORELINE AUTHORIZATION OF CORESTATES, INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY OTHER THAN WHAT WAS
SPECIFICALLY INTENDED, THE
WATER AREA OWNER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL
CLAIMS AND L055ES.
Sheet #
EC-01

001 GASOLINE TANK PLAN scALE: 3/4" = i'-o" 002 TYPICAL CROWNING DETAIL DETAIL scALE: _ ~'-a" 004 TYPICAL TANK APRON EDGE DETAIL scALE: 1" = 1'-0" ~ ~ ~
Z Z Z W W W
20'-0" NEW D( FM-as ~ Z ~ ~ ~ NEW DOUBLE WALL 0 Vr ~ ~ ~
FILL SF FILL SPILL BUCKET FC-03 Q ~ Q Q
1'-6" 1'-6" 1 -6 NEW 8" TANK MAT ~j W V V ~ V
n ~ FC-03 Z Z~ Z
` NEW B" TANK MAT ~ ~ W W 0
J J U
#4 REBAR 8'LG ®12" OC. ao CONCRETE SLAB V V Z ~n
ASPHALTIC SEALANT
b APRON REINFORCEMENT #4 O O O r r r r r r r o N ~ ~ ~ ~ ~
~ FM-13 FM-05 REBAR ®12" C/C BOTH WAYS, O FM-09 3" DOWN ~ r N r GO ~ r O O r 0 0 0 - r N M~
NEW TANK SUMP AND MANHOLE COVER NEW DOUBLE WALL FILL SPILL CONTAINER ~ I r r r 0 0
~ ~ N t0 I~ Op it ~ ~
#4 REBAR 3'LG @ 6" OC. GRAVEL
i
I
FM-32
NEW MONITOR WELL FM-O6 FM-32 MANHOLE COVER NEW MONITOR WELL
NEW OPW i6° MANHOLE COVER MANWAY 1'-4"
TYPICAL CROWNING OF CONCRETE ~ ~ J
AT ALL MANHOLES AND SPILL CONTAINERS W ~ ~ Q
O mo
O ~QN N ~
~Z ~
005 NOTES SCALE: N.T.S J LL W
a~NtY~ W~
FM -08 CROWN ALL AREAS AROUND
MANWAYS (TYPICAL)! UVNpO Qz ~U
O ~Z N ~ Q ~
~NN~ ~dS ~03~c ~
FC-01
CROWN ALL AREAS AROUND MANWAYS (TYPICAL) U Z ~ 0 U
- _ _ FC-03 N
- - DESIGN LOADS IGN LOADS STRUCTURAL NOTES AND OUTLINE SPECIFICATIONS ~ ~ U W
#4 REBAR 3'LG C 6" OC. 1. THE STRUCTURES SHOWI STRUCTURES SHOWN HEREIN HAVE BEEN DESIGNED IN ACCORDANCE WITH BOCA NATIONAL BUILDING 15.CONCRETE CURING COMPOUND TO BE MASTERCURE CR BY MASTER BUILDERS. STERNSON FLORSEAL )E, 1996 STANDARDS TO CARRY ALL THE DEAD LOADS OF THE VARIOUS STRUCTURAL, ARCHITECTURAL, CPD CHLORINATED RUBBER CURE AND SEAL OR EQUIVALENT LIQUID MEMBRANE CONCRETE CURING
#4 REBAR 8'LG @ 12" OC. CODE, 1996 STANDARDS MECHANICAL, AND OTHEf .HANICAL, AND OTHER SYSTEMS AND THE FOLLOWING MINIMUM LIVE LOADS: COMPOUND. APPLY CURING COMPOUND TO WALLS AND PILASTERS IF EXPOSED TO DRYING CONDITIONS
0 PRIOR TO COMPLETION OF FULL 7 DAY MOIST CURING PERIOD. SLAB OVER STORAGE TANKS: HS-20 16. FLOOR HARDENERS - ALL FLOORS AS NOTED ON ARCH. DWGS/SPECS. TO RECEIVE NON-METALLIC,
N SLAB OVER STORI SLAB IN DISPENSI SLAB IN DISPENSING AREA: 20,000 POUND TRUCK PREMIXED, PLAIN, ABRASION RESISTANT FLOOR HARDENER. MINIMUM HARDNESS TO BE 6.5 MOH's
SCALE. HARDENER TO HAVE ROUGH ANGULAR PARTICLES AND A MINIMUM COMPRESSIVE STRENGTH OF 490000 psi AT 28 DAYS (ASTM C-109-80). ACCEPTABLE MATERIALS: CPD FLOOR HARDENER PREMIX
GENERAL ERAL (PREMIUM) OR MASTERCRON BY MASTER BUILDERS OR DURAG PREMIUM BY STERNSON Ltd. ICI
1. ALL WORK SHALL CONFC 17. SAW CUT SLAB CONTROL JOINT AS LOCATED ON PLAN USING 1/4" THICK BLADE. ~JL,J WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND FILL SAW CUT WITH SELF LEVELING, POLYURETHANE BASE JOINT SEALANT. SEALANT r
LOCAL CODES, INCLUDINi AL CODES, INCLUDING BUT NOT LIMITED T0: TO BE CLASS "A" TO ASTM C-920, TYPE S, GRADE P. CLASS 25. ACCEPTABLE MATERIAL:
BOCA NATIONAL B ANSI/ASCE 7-95 BOCA NATIONAL BUILDING CODE, 1996 SIKAFLEX iC SL AS MANUFACTURED BY SIKA OR APPROVED EQUAL. BACKER ROD AND SEALANT ANSI/ASCE 7-95 ONLY REQUIRED ON EXPOSED FLOOR SLABS. O
ACI 318-95 "BUI( ACI 318-95 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
ANSI/AF&PA NDS- ACI 530-95/ASCE ANSI/AF&PA NDS-1997 18. CONCRETE SLABS TO RECEIVE A MINIMUM TWO PASS STEEL TROWELLED SURFACE FINISH TO PRODUCE SMOOTH, HARD, DENSE, BURNISHED CONCRETE SURFACE LEVEL WITHIN 1/8" WHEN MEASURED 0 ACI 530-95/ASCE 5-95/TMS 402-95 USING 10'0" STRAIGHT EDGE IN ANY DIRECTION.
ANY DISCREPANCIES BET 19. COLD WEATHER CONCRETE SHALL BE PLACED AND PROTECTED IN ACCORDANCE WITH THE DISCREPANCIES BETWEEN THE ABOVE LISTED CODES AND THE CONSTRUCTION DOCUMENTS REQUIREMENTS OF ACI-3D6R-LATEST EDITION. PROVIDE HEATED ENCLOSURES AND/DR INSULATED TARPS /
SHALL BE BROUGHT TO LL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE AS REQUIRED TO MAINTAIN MINIMUM 50 DEGREES 'F CONCRETE SURFACE TEMPERATURE FOR A PERIOD OF 5 C`Il CEEDING WITH AFFECTED WORK. DAYS FOLLOWING CONCRETE PLACEMENT. T
003 GASOLINE TANK SECTION scALE: 3/4" _ ~'-o" PROCEEDING wlrH AFFEc
CONTRACTOR SHALL MAID AT THE JOBSITE. CONTI TRACTOR SHALL MAINTAIN A COPY OF THE ABOVE LISTED BOCA NATIONAL BUILDING CODE 20. FORMED CONCRETE SURFACES SHALL BE SURFACE FINISHED AS SOON AS PRACTICAL AND NOT LATER 1 fHE JOBSITE. CONTRACTOR SHALL READ AND BE FAMILIAR WITH THIS CODE. THAN 6 HOURS FOLLOWING FORM WORK REMOVAL. REMOVE ALL FORM TIES, FINS AND PROJECTIONS.
2. ALL WORK SHALL BE PE PATCH TIE HOLES, INDENTATIONS AND OTHER SURFACE IRREGULARITIES WITH SAND CEMENT PATCHING WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED MORTAR 3DOD PSI. FILL AND REPAIR HONEYCOMB AND HOLES.
TO PRACTICE SUCH TRA[ PRACTICE SUCH TRADE IN THE STATE IN WHICH THE PROJECT IS LOCATED. 21. VERTICAL FORMED SURFACES (i.e. WALLS) SHALL NOT BE MORE THAN 1/8" IN OR OUT OF CONTROL
3. THESE DRAWINGS SHALL LINE (EXTERIOR FACE). ~ ~ SE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHITECTURAL, 22. TESTS - TESTS FOR ALL MATERIALS SHALL BE CURRENT WITHIN THE PAST TWELVE (12) MONTHS PRIOR ~
MECHANICAL, AND ELECT DRAWINGS PROVIDED BY HANICAL, AND ELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND ANY SHOP TO USE IN THE WORK. MAKE TESTS AVAILABLE TO THE ENGINEER UPON REQUEST. WINGS PROVIDED BY SUBCONTRACTORS AND SUPPLIERS. ANY TESTING REQUIRED BY CITY AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ,
ANY LOCAL MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS AND
FC-D3 4. ALL DIMENSIONS, ELEVAT 8" CONCRETE APRON W/ NEW 18" INTERSTITIAL GENERAL CONTRACTOR DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE BE INCLUDED IN THE CONTRACTOR'S BASE BID. ERAL CONTRACTOR (G.C.) AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE 23. SUBMITTALS REQUIRE NAME AND LOCATION OF CONCRETE SUPPLIER. SUBMIT CONCRETE MIX DESIGN
REINFORCEMENT ~4 REBAR ~ MANWAY AND COVER ATTENTION OF THE ENGII FM-32 12" c/c BOTH WAYS FM-09 FM-32 PART OF WORK. :NTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED INDICATING AMOUNT OF ALL INGREDIENTS FOR EACH CLASS TO BE USED IN THE WORK.
NEW MONITOR WELL NEW DOUBLE WALL FILL SPILL CONTAINER FM-08 NEW MONITOR WELL T OF WORK. 24. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE II. TYPE I MAY BE EMPLOYED WITH THE
MANHOLE COVER FM_05 MANHOLE COVER 5. UNLESS OTHERWISE NOT NEW MANHOLE COVER SHALL BE CONSIDERED ESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ENGINEER'S APPROVAL. LL BE CONSIDERED TYPICAL FOR ALL SIMILAR DETAILS. 25. FINE AND COARSE AGGREGATES - SHALL COMPLY IN ALL RESPECTS TO ASTM C33. MAXIMUM SIZE
GRAVEL 1 1/2" FOR GENERAL CONCRETE COARSE AGGREGATES. COARSE AGGREGATE SIDEWALKS, CURBS, AND o c~
6. THESE DRAWINGS DO NC T~ T T FOUNDATION SYSTEM FOI SE DRAWINGS DO NOT SHOW SIZE, LOCATION, OR TYPE OF OPENINGS IN THE GUTTERS MAXIMUM SIZE 3/4". COARSE AGGREGATE FOR CONCRETE USED FOR SIDEWALKS, CURBS, AND N NDATION SYSTEM FOR ELECTRICAL, PLUMBING, OR MECHANICAL EQUIPMENT. THE GENERAL GUTTERS SHALL BE CRUSHED LIMESTONE OR APPROVED EQUAL. ~ ~
i~, CONTRACTOR SHALL BE TRACTOR SHALL BE RESPONSIBLE FOR LOCATING OF THESE ITEMS. 26. WATER - USE PUBLIC POTABLE WATER SUPPLY. CLEAR AND FREE FROM INJURIOUS SUBSTANCES. N ~
~ 0 7. ALL SHOP DRAWINGS PR SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FOR ~ > E
REVIEW PRIOR TO THE F STOCK. DIMENSIONAL R EW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLE 27. ADMIXTURES - WATER REDUCING SHALL CONFORM TO ASTM C494, TYPE A AND AIR-ENTRAINING SHALL m ~ v CONFORM TO ASTM C260. ~ ~ ~ ~ DK. DIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY. ~ ' x M o a~
APPROVED NEW SUMP COVER o00 ' BACKFILL o FM-06 28. REINFORCING STEEL BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE W o a ~ 60. WIRE FABRIC SHALL BE COLD DRAWN STEEL CONFORMING TO ASTM A185. p ~
6. ANY AND ALL TEMPORAR STRUCTURE IN A SAFE 0 AND ALL TEMPORARY BRACING OR SHORING WHICH IS NEEDED TO HOLD THE a JCTURE IN A SAFE AND STABLE POSITION, IS SOLELY 29. FILLER JOINT MATERIAL SHALL BE RESILIENT AND NONEXTRUDING TYPE CLOSED CELL FOAM ~ ~ y
APPROVED THE RESPONSIBILITY OF BACKFILL APPROVED BACKFILL ASSISTANCE OR REVIEW RESPONSIBILITY OF THE CONTRACTOR. CONSULT INDEPENDENT ENGINEER IF DESIGN JOINT FILLER, (SOFT GRADE) 3/4" THICKNESS AND OF THE WIDTH REQUIRED FOR FULL DEPTH y '3 ~ ~ STANCE OR REVIEW IS NEEDED. OF EXPANSION JOINTS. ~ U ~ ~
EXISTING VAPOR CAP FM-37 I CONCRETE orma CRETE 30. ALL GROUT SHALL BE NON-SHRINK, NONMETALLIC, NON-GAS FORMING, PRE-BLENDED AND READY FOR N a
AND ADAPTER TO REMAIN 1. GENERAL -THE CONTR! ENGINEER BEFORE PROC ERAL - THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE USE REQUIRING ONLY THE ADDITION OF WATER. WEER BEFORE PROCEEDING WITH THE WORK.
FM-13 2. BACKFILL FOOTING & TR 31. CONCRETE MIX DESIGN - MIX DESIGN SHALL BE ESTABLISHED BY THE CONCRETE SUPPLIER BASED ON A KFILL FOOTING & TRENCHES WITH MATERIAL AS NOTED, PLACED AND COMPACTED IN 6" ~ D ~
NEW TANK SUMP SIMULTANEOUSLY ON BO ' = UNEQUAL SOIL PRESSOR PROVEN STRENGTH RECORD FOR CONCRETE MADE WITH SIMILAR INGREDIENTS. SHALL CONFORM TD ACI ~ JLTANEOUSLY ON BOTH SIDES OF CONCRETE FOUNDATION WALLS TO PREVENT DAMAGE FROM ~ ~J,J J QUAL SOIL PRESSURES. 211, EXCEPT AS SPECIFIED HEREIN, USING APPROVAL MATERIALS. CONC. STRENGTH 40DOpsl ® 28 DAYS. M ~ ~ ~ ~
' ' EXISTING RISER TO ' EXISTING SUBMERSIBLE REMAIN ' REPAR YIELD STRENGTH 60 k.s.i. r N
PUMP TO REMAIN ' 3. ALL FOUNDATION WORK FOUNDATION WORK SHALL BE CARRIED OUT UNDER THE DIRECTION OF THE GEOTECHNICAL 32. NORMAL WEIGHT CONCRETE TO DEVELOP A MIN. 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. ~ O ~ SULTANT. 1F SOFT OR UNSUITABLE IN-SITU MATERIALS ARE ENCOUNTERED THE GEOTECHNICAL MAX. WATER-CEMENT RATIO TO BE 0.40. AlR ENTRAINING ADMIXTURE OF 5.5% FOR 1 1/2" ~ ~ 0
' FC-07 ' CONSULTANT. IF SOFT CONSULTANT SHALL BE ' EXISTING TANK LEVEL FM-23 ' SULTANT SHALL BE NOTIFIED AND CORRECTIVE ACTION SHALL BE TAKEN AS DIRECTED. MAX. AGGREGATE AND 6.0~ FOR 3/4" MAX. AGGREGATE.
' MONITOR TO REMAIN ' NEW 4" GALV. RISER 4. CONCRETE MIX DESIGNS CRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER 48 HOURS PRIOR TO USE. 33. SLUMP LIMITS: U Q
MASTIC COATED OBTAIN ENGINEER'S APPI FM-36 NOT BE PERMITTED. AIN ENGINEER'S APPROVAL BEFORE USING CONCRETE ADMIXTURES. USE OF CALCIUM CHLORIDE WILL RAMPS, SLABS AND SLOPING SURFACES :NOT MORE THAN 3"(INCHES) BE PERMITTED. FOUNDATION :NOT MORE THAN 3"(INCHES) ~ m
' MANWAY ADAPTER ' 5. REINFORCING -BILLET ' ' CONCRETE REINFORCING (FORCING - BILLET STEEL, ASTM A-615, GRADE 60, DEFORMED BARS . ALL DEFORMED CONCRETE CONTAINING HIGH RANGE WATER REDUCING ADMIXTURES (SUPERPLASTICIZER): (CRETE REINFORCING BARS ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. NOT MORE THAN 8"(INCHES) AFTER ADDING ADMIXTURE TO SITE VERIFIED 2-3 INCHES SLUMP CONCRETE. m ~
EXISTING TANK REINFORCING BAR SPLIC (FORCING BAR SPLICES SHALL BE DETAILED AS FOLLOWS: USE 48 BAR DIA. LESS NOTED OTHERWISE". SPLICE LENGTH: 34. BATCHING - THE CONTRACTOR SHALL HAVE AT HIS DISPOSAL A MODERN AND DEPENDABLE BATCH ~ ~ ~ 3
MANWAY TO REMAIN ' UNLESS NOTED OTHERN #2 - 16.. - 18° PLANT WITHIN A REASONABLE DISTANCE FROM THE WORK.
- 3-24" - _ _ U ifs-30.. - 24„ ~ V ~ ~ L - 30" 35. MIXING AND DELIVERY SHALL CONFORM TO ASTM C94 ~ N Q Q r ,
I ! ! ~ #6 - 36.. \ #B-46.. - 36,. V - 48° 36. PLACING CONCRETE SHALL CONFORM TO ACI 304. FORMS SHALL BE SUBSTANTIALLY FREE FROM
' 6. ALL FOOTING REINFORCIP FOOTING REINFORCING SHALL CONTINUE THROUGH COLUMN FOOTINGS AND SHALL CONTINUE TO THE SURFACE DEFECTS AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR. THEY SHALL BE DISCLAIMER
- ENDS OF THE FOOTINGS ' ' CONTRACTOR RESPONSIBLE FOR 7. ALL WALL REINFORCING S OF THE FOOTINGS WHERE FOOTINGS CHANGE DIRECTION OR STOP. PROPERLY BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING AND AFTER PLACING CONCRETE. DOCUMENTS PREPARED BY WALL REINFORCING SHALL CONTINUE THROUGH PIER REINFORCING. CORESTATES, INC. ARE TO BE
' ENSURING A STABLE SLOPE AND TEMPORARY DEWATERING 8. CONCRETE COVER FOR f 37. THE CONTRACTOR SHALL BUILD INTO THE CONCRETE REINFORCING STEEL, SLEEVES, WATER STOPS, ETC., USED ONLY FOR THE SPECIFC (CRETE COVER FOR REINFORCING STEEL: AS SHOWN ON THE CONTRACT DRAWINGS, OR IN RESTORATION WORK, REINFORCING STEEL AND OTHER PROJECT AND SPECIFIC USE FOR
FOOTINGS TNGS 3" BOTTOM (CLEAR) EMBEDDED ITEMS EQUAL TO THAT FOUND IN THE CONCRETE BEING REPLACED. WHICH THEY WERE PREPARED.
EXISTING PRODUCT LEVEL FLOAT TO EXISTING BALL FLOAT WALLS, PIERS & COLUMI LS, PIERS & COLUMNS 2" TOP AND SIDES (CLEAR) 38. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY THE USE OF VIBRATORS OR BY SPADING OR ANY EXTENSION OF USE TO
REMAIN VALVE TO REMAIN NEW FLAPPER VALVE SLABS ON GRADE 3S ON GRADE 2" SIDES (CLEAR) PUDDLING STICKS AND TAMPERS. NO CONCRETE SHALL BE DEPOSITED UNDER WATER WITHOUT WRITTEN OTHER PROJECTS, BY OWNER 3" BOTTOM (CLEAR) PERMISSION OF THE ENGINEER AND THEN IN ACCORDANCE WITH PROPER TREMIE TECHNIQUES. COLD OR ANY OTHER PARTY, WITHOUT
9. USE SPACERS AND CHAT SPACERS AND CHAIRS TO ACCURATELY LOCATE AND SUPPORT REINFORCING STEEL AND SECURE WEATHER CONCRETING SHALL CONFORM TO ACI 306 AND HOT WEATHER CONCRETING SHALL CONFORM THE EXPRESSED, WRITTEN
IN POSITION TO PREVEN I iD. MINIMUM TIME FOR FORD 'DSITION TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TO ACI 305. AUTHORIZATION OF CORESTATES, MUM TIME FOR FORMWORK REMOVAL TO BE AS FOLLOWS: FOR FOOTINGS,WALLS, PIERS, PILASTERS, INC. IS DONE AT THE USERS
AND SLABS - 7 DAYS 11. THE LOCATION OF ALL C SLABS - 7 DAYS OR UNTIL 70% OF SPECIFIED COMPRESSIVE STRENGTH IS REACHED & VERIFIED. 39. FINISHING - ALL FORMED CONCRETE SURFACES TO BE EXPOSED SHALL BE GIVEN A RUBBED FINISH. IN OWN RISK. IF USED IN A WAY LOCATION OF ALL OPENINGS IN WALLS, SLABS OR FOUNDATIONS SHALL BE APPROVED BY THE THE CASE OF RESTORATION, THE RUBBED FINISH SHALL BE EQUAL TO THAT OF THE CONCRETE OTHER THAN WHAT WAS
STRUCTURAL ENGINEER. EXISTING 2500 GAL. DOUBLE FM-10 ' PLUMBING NOT SHOWN, UCTURAL ENGINEER. SIZE, LOCATION AND TYPE OF OPENINGS FOR ELECTRICAL, MECHANICAL, OR SURFACE BEING REPLACED. INVERTS, BENCH WALLS, FLOORS, OR STRUCTURES AND SIMILAR SURFACES SPECIFICALLY INTENDED, THE MBING NOT SHOWN, GENERAL CONTRACTOR TO COORDINATE. SHALL BE GIVEN A FLOAT FINISH. SIDEWALKS SHALL BE HAND FLOATED USING A MAGNESIUM FLOAT OWNER WILL HOLD CORESTATES,
WALL UNDER GROUND GASOLINE NEW OPW OVERFILL i 12. ALL CONCRETE SHALL B STORAGE TANK TO REMAIN DROP TUBE IN ACCORDANCE WITH A( CONCRETE SHALL BE VIBRATED USING HIGH FREQUENCY VIBRATORS. VIBRATION PRACTICES TO BE AND GIVEN A BROOM FINISH PERPENDICULAR TO TRAFFIC, EDGES OF SLABS TO BE TOOLED. INC. HARMLESS FROM ALL 1000RDANCE WITH ACI 309R-87. CLAIMS AND LOSSES.
I 40. FOR OPENINGS THAT ARE LEFT IN NEW CONCRETE OR WHERE MADE IN EXISTING CONCRETE FOR THE INSERTION OF WALL CASTINGS, PIPES, OR OTHER FIXTURES, THE SPACE AROUND THESE ITEMS
SHALL BE MADE WATERTIGHT BY COMPLETELY FILLING WITH ANON-SHRINK GROUT UNLESS ANOTHER MEANS IS SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. ALL WORK SHALL BE DONE IN STRICT
q~ ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.
I 41. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE QUALITY CONTROL OF ALL CONCRETE.
I 42. CONCRETE WHICH DOES NOT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS MAY BE REJECTED BY
FM-24 THE ENGINEER. '
EXISTING WATER LEVEL
FLOAT TO REMAIN
.n ~
D
SFeelp
GC-01
i

010 DISPENSER ISLAND PLAN scALE: 3/4" = i'-o" 012 TYPICAL CONTRACTION JOINT DEL )N JOINT DETAIL AT ISLAND scALE: 3/4" = 1'-a" ~ ~ ~
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~~
•~W~~~U
~ ~ ~ ~ W Z ~ W Z Z d W
RELOCATED PATH LIGHTING ~ W W 0
RELOCATED POST U U U
AND LIGHT FIXTURE Z
FC-02
NEW STAINLESS STEEL 84"t ISLAND FORM 0 0 o r r r r r r r a~~~~~~
r N r GO ~ ~ O r O O r
Q ~ ~ ~ ~ ~ r r N M ~ r r r 0 0
BOLLARD FC-05 ~ SIKAFLEX 1C SL (CONCRETE N ~ N O ~ O
(SELF-LEVELING) CAULKING SLAND
FC-~~ (V
EXISTING FENCING FW-29 NEW LANDSCAPE SECTION TO REMAIN. 3/4" CLOSED CELL FOAM JOINT STEEL ISLAND FORM \ FILLER CUT DEPTH TO SUIT a 3/8" BARS @16" o/c
NEW PRODUCT TIES MODIFIED AS REQUIRED PIPING FROM UST FM-01 2'-0"f FOR NEW PLATFORM 12" THICK TOP AND BOTTOM BOTH WAYS
° NEW OLINE CONCRETE ; APRON 10
I PRODUCT DISPENSER N
~ W ~
J_
NEW LANDSCAPE TIES w a~ ~ Q
~QN N ~ #4 REBAR @ 12" c/c
~Z~.~U Qr7 Ooa oz
a~~~~ Qw
=V~oo WU
6'-0" ENGINEERED COMPACTED GRANULAR FILL U ~ } ~ ~ Z
8" MIN/12" MAX TO BE PLACED PRIOR TO SLAB, REFER TO GEOTECHNICAL REPORT O r~ N O) Z r,
NEW DISPENSER APRON
011 0 ~ ~ C ~ 2000 PSF SOIL BEARING TO BE VERIFIED BY CONTRACTOR
FM-01 GC-02
NEW DISPENSER HOSE TO UZp~~ OZ p ~ 0
RELOCATED DOCK SYSTEM EXISTING GATE TO REMAIN. MODIFIED U ~ U
NEW ASPHALT WALKWAY AS REQUIRED FOR (MATCH EXISTING) NEW PLATFORM ~ W
NEW RAMP PLATFORM
o (BY OTHERS
I FW-29
NEW RAMP PLATFORM NEW PRODUCT (BY OTHERS
PIPING FROM UST
013 TYPICAL TRAFFIC PROTECTION B01 'OTECTION BOLLARD scALE: N.T.s 014 TYPICAL CONTRACTION JOINT /CONSTRUCTION JOINT IN SLAB scALE: N.r.s ~ I ~
NEW LANDSCAPE TIES
ROUND TOP OF COP ROUND TOP OF CONCRETE 4 0 J
6L
TQ PAINT SAFETY YELLOW I
NEW LANDSCAPE EXISTING FENCING FILL WITH ELASTOMETRIC f ,
TIES SECTION TO REMAIN 1/4" TOOLED JOINT PETROLEUM RESISTANT v SEALER
FC-05 ~
SCHEDULE 40 STEEL PII 1EOULE 40 STEEL PIPE `j SIKAFLEX 1C SL (SELF LEVELING) ~ CAULKING ~I
W o R4" , ~
JOINT SEALER- JOINT SEALER FC-03 CONCRETE SLAB ~ X11 #4 REBAR @ 12" c/c ~ V
PAVEMENT OR GRADE- SEE SITE PLAN ~VEMENT OR GRADE d ° N SEE SITE PLAN Q r • • • r
011 DISPENSER, SLAB AND ISLAND SECTION scnLE: 3/4" = 1'-0" ~ y o ` O M
N ~ r1
PIPING NOTES: W N~ - ' ~ U
' ONE IMPACT VALVE AND BRACKET PER PIPE REQUIRED FOR DISPENSER X fh O N
W fD M ~
' THE SHEAR PLANE OF THE IMPACT VALVE IS TO BE MOUNTED NO MORE THAN 1/2" FROM THE TOP GRADE OF ISLAND. ~ 1:3 SLOPE a ~ ~ v ~
~ USE MOUNTING BRACKET, SUPPLIED WITH STABILIZER BAR KIT, REINFORCING O ~ y m ~ SUPPORT CHAT ~ p ~ c
TO VERTICALLY ADJUST IMPACT VALVE DURING INSTALLATION. U~cn y APPROVED BACKFILL ~ N ~ m a
~ ALL DISPENSER SUMP CONDUIT AND PIPING ENTRIES ARE TO BE PERPENDICULAR TO THE FACE OF THE SUMP.
~ D ~ U ~
NEW FENCE POST DISPENSER ISLAND NOTES: * 1/2" x 6" ANCHOR BOLTS FOR DISPENSER MOUNTING TO BE M W ~ J =
SUPPLIED WITH DISPENSER SUMP, MINIMUM OF (4) MUST BE CONCRETE BASE- FM-12 FASTENED. MATCH BOLT PATTERN WITH DISPENSER PRIOR TO CONCRETE BASE ~ r ~ ~ ~ ~ ~ p N
NEW GASOLINE INSTALLATION.
NEW HANDRAIL (BY DISPENSER NOZZLE * ALL MATERIAL USED IN ISLAND FORM CONSTRUCTION SHALL BE OTHERS) AT LEAST 12 GA. CARBON STEEL. U ~ o 1'-6° ~ a
* ISLANDS TO BE INDEPENDENTLY SET TD RESULT 1N AN AVERAGE OF 6 INCHES OF REVEAL (ELEVATION ABOVE ADJACENT
FINISHED GRADE). * SECURE SHEAR VALVES TO DISPENSER SUMP BRACE. m
015 CONSTRUCTION NOTES .S SCALE: N.T.S m ~
NEW HANDRAIL (BY SAFETY NOTE: C ~C
OTHERS) WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWING, THE REQUIREMENTS OF NFPA 30A 4-3.6 AND 4-3.7 REGARDING U
SHEAR SECTIONS ARE FULLY MET. ~ (~j ~ ~ L PIPE TESTING: ~ (A ~ ~ U
FM_o1 PIPE TESTIN ALL UPP PIPING SYSTEMS SHALL BE PRESSURIZED TO 5D PSI AND MAINTAINED 4) SLOPE CONCRETE AWAY FROM ALL CURB BOXES 1" RISE OVER DISCLAIMER
NEW GASOLINE FM-38 ALL UPP PIPIT PRODUCT DISPENSER AT THAT PRES AT THAT PRESSURE FDR 24 HOURS BEFORE BACKFILLING AND FOR 24 HOURS 18" RUN.
AFTER BACKFI AFTER BACKFILLING. IF ND PERCEPTIBLE CHANGE IN PRESSURE HAS OCCURED AT DOCUMENTS PREPARED BY
THE END OF ACCEPTABLE. THE END OF THE TEST PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY 5) WIRE MESH AND REINFORCING BARS TO BE A MAXIMUM OF 3" CORESTATES, INC. ARE TO BE ACCEPTABLE. THIS SAME TEST SHALL BE PERFORMED AFTER BACKFILLING. FROM TOP OF CONCRETE. USED ONLY FOR THE SPECIFIC
FM_o3 FILL OUT AND FILL OUT AND SUBMIT FORM UST-6G. COORDINATE TESTING WITH NCDENR. PROJECT AND SPECIFIC USE FOR 6) REINFORCE CONCRETE AROUND LARGE MANHOLE WITH #4 REBAR WHICH THEY WERE PREPARED.
NEW DISPENSER SUMP TOP BAGKTL_L_. NEW LANDSCAPE TIE 3/B" BARS ®16" o/c TOP FC-04 BACKFILL: 96" LONG. PLACE 3 RODS 12" O.C. ON EACH OF THE FOUR SIDE. ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
CLEAN PEA AND BOTTOM BOTH WAYS CLEAN PEA GRAVEL SHOULD BE USED AS BACKFILL 7 PROVIDE 6" CLEARANCE BETWEEN MANHOLE LID AND TOP OF OR ANY OTHER PARTY, WITHOUT
12" CONCRETE APRON W/ FOR ALL US1 REINFORCEMENT #4 REBAR ®12" OF MECHANIC FOR ALL UST'S, PRODUCT AND VENT LINES. THE USE ) THE EXPRESSED, WRITTEN OF MECHANICAL COMPACTION OVER TANKS AND SYSTEM RISER FOR TANK GAUGE. AUTHORIZATION OF CORESTATES,
STAINLESS STEEL ISLAND FORM c/c BOTH WAYS TOP OF ISL4ND 570.9 PIPING SHOU PIPING SHOULD BE AVOIDED AS MUCH AS PRACTICAL. 8 PROVIDE 6" CLEARANCE BETWEEN TOP OF TEST WELL CAP PLUG INC. IS DONE AT THE USERS ) OWN RISK. IF USED IN A WAY
PIPING SHALI SURFgCE OF NEW PLATFORM (BY SUPPORTED PIPING SHALL BE LAID AND CONTINUOUSLY AND GRADE. OTHER THAN WHAT WAS
NEW pgTH OTHERS) TOP OF APRON/PLATFORM (570.4) NO PIPING S SUPPORTED ON 6" OF COMPACTED APPROVED MATERIAL. 9) ALL PENETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT SPECIFICALLY INTENDED, THE NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS SUMPS AND DRIP BOXES. OWNER WILL HOLD CORESTATES,
OR OTHER D NEW ASPHALT WALKWAY OR OTHER DEBRIS. INC. HARMLESS FROM ALL
TO PLATFORM ' SUMP U NIT 10) CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM CLAIMS AND LOSSES. SUMP UNTS~TESTNG SUBMERSIBLE PUMP.
INTERSECTION ' HYDROSTATICI HYDROSTATICALLY TEST STP SUMP, UDC SUMP AND SPILL BUCKET. 11) INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES
HIGH WATER LEVEL (569.4) UNITS MUST UNITS MUST PASS AND HOLD FOR 24 HOURS. FILL OUT AND AROUND FILL RISERS. MANHOLE COVERS SHALL BE PRIMED AND
SUBMIT FORti SUBMIT FORMS UST-6D AND 6-F. PAINTED ACCORDING TO THE FOLLOWING SPECIFICATIONS:
FOAM BETWEEN TANK TEST: ISLAND AND APRON TANK TEST:
FOAM BETWEEN TANKS MUST ISLAND AND APRON MANUFACTURE TANKS MUST BE TESTED AGGORDNG TD CURRENT FILL REGULAR UNLEADED -WHITE W/BLACK CROSS MANUFACTURER'S PROCEDURES. NOTE THAT PROCEDURE
VARIES BETWE VARIES BETWEEN MANUFACTURERS. ~vAPOR RECOVERY - ORANGE
CONTRACTOR CURRENT WATER LEVEL (568.7) ALL TESTS SF CONTRACTOR SHALL PERFORM STAGE II VAPOR BLOCKAGE TESTS. SUBMERSIBLE PUMPS - Do NOT PAINT.
ALL TESTS SHALL BE COMPLETED BY A CERTIFIED THIRD PARTY. TANK cnucE -GRAY
FILL OUT ANC FILL OUT AND SUBMIT FORM UST-6E. 12) VENT LINE SHOULD STAND NO LESS THAN 12" FROM OUTSIDE EDGE OF CURB.
FM-02 GENERAL IN'. GENERAL- INSTALLATION 13) INTERIOR OF POLY CONTAINMENT SUMP TO BE CLEAR OF
~IFW f11CPF~ICFR CII~dP
1) PEA GRAVEL 1) PEA GRAVEL BACKFILL. ALL OTHER MATERIAL rtA UMAVLL, nN~n, HNr mt Ur Lvuu /A NU u ntlt utnr
MUST BE AI REPRESENTP MUST BE APPROVED BY TANK MANUFACTURER AND OWNER'S FIELD 14) REAM ALL RISERS FOR FULL PIPE BORE. Sheet # REPRESENTATIVE.
2) 2" RIGID ST 2) 2" RIGID STYROFOAM BOARD FIELD CUT TO SUPPORT MANHOLE
DURING INS- DURING INSTALLATION.
3) PRODUCT LI BE BY SAM[ 3) PRODUCT LINE & VENT LINE UPP PIPE AND FITTINGS TO BE BY SAME MANUFACTURER. DO NOT BE MIXED MANUFACTURERS. GC~022]

001 ELECTRICAL PLAN scALE: w.T.s. (~/a°=~'-o"f) ~ ~ fA
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~0
•~W~~~U
~ ~ ~ ~ W Z ~ W Z Z d W
~ W W 0
U U U
Z
0 0 o r r r r r r r a~~~~~~
r N r GO ~ ~ O r O O r
Q ~ ~ ~ ~ ~ r r N M ~ r r r 0 0
Fc-o1
FM-13 FM-05 3/4° CONDUIT FOR TANK
sENSORS (vR) EXISTING 250o GALLON uNOERCROUND
STORAGE TANK TO REMAIN ~ ~ N t0 I~ Op
FM-32 E! I E~p FM-32
~ FM-09
1° CONDUIT FOR PUMP POWER FC-03
(2) NEW BOLLARDS FOR VENT
PROTECTION W ~ Op _ ~QN N
APPROX ELEVATION = 582.0 _ ~Z~
FM-25 _ _ _ ~ Ja ~Z Q
EXISTING 2" VENT r _ _ - _ STACK TO REMAIN J
- _ - - APPROX ELEVATION = 580.0 a°~~~~ ~
~ UU~pO _U
APPROX ELEVATION = 578,0 LL=ZN m ~
W
APPROX ELEVATION = 576.0 ~~~~a zo - w
APPROX ELEVATION = 574,0 ~ ~ a~i ~ ~
APPROX ELEVATION = 572.0 ~ ~ ~
~ APPROX ELEVATION--= 570.0
I 8 EXISTINE~PATH
LIGHTS ~O~REMAIN
I I -PROPOSED; W
I L aNDSCAPE TIES
I EXISTING TREES ~
0
0 ~
PROPOSED ASPXiALT SIDE ~ APPROX CURRENT WATER LEVEL = 568.9
WALK SHORELINE Q
RE-CONNECT CONDUIT z
TO UTILITY COND!JIT FOR MAIN POWER TO METER - U
NEW GATE'ADDITION ~ (B~ oTHERS) - co^i~ulT FOR y - ~I'
F uc~~Tlnlc. ~ ~ . W o
NEW FENCE ADDITIONS H-,& G, ~ (8Y OTHERS) NEW FENCE AODITIGN
(BY OTHERS) EXISTING FENCE TO REMAIN
FE-04 WATER AREA
NEJN~E-STOP BUTTON - ! RELOCATED _ ~ % EXISTING PATF1 -RELOCATED EXISTING Q
LIGHTING POLE AND LIGHT EXISTING FENCE TO REMAIN RELOCATED FIXTURE H
LECTRICAL METER ~ ' AND PANEL
y oM O M N ~ r 0'1
EXISTING FENCE TO REMAIN. MODIFY AS REQUIRED FOR NEW PLATFORM 0
FM-01 NEW FUEL/HOUSE DISPENSER W N~ ' fXh U
W/ 100 FOOT HOSE FC-02 NEW DISPENSER ISLAND NEW FIXED WALKWAY XMON
(BY OTHERS) 1" CONDUIT LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN W f0 N N O a0~o
RIDGE METAL CONDUIT SECTIONS, BOTH ENDS OF I O ~ ~ NO~~
WALK-WAY RAMP. d
N(A «a UJCn c
1"-CONDUIT~FOR FUTURES i CARD'READER ~ ~
' 3/4" CONDUIT~FOR ~ 0 O V ~
DISPENSER sENSOR"s (vR) w ~ J 2
1" CONDUIT FOR DISPENSER PO €F~~AND DATA (2) 1" SPARE ~ NEW HANDRAIL W OLD LOCATION OF WIRING (3) #10 H,N,& G, (2) 18 GAUGE TWISTED PAIR) ELECTRICAL METER CONDUIT ELEV (570.4) (BY OTHERS) NEW HINGED RAMP ~ O N ~ ~ ~ ~
(BY OTHERS) HIGH WATER 3/4° CONDUIT FOR PRODUCT LINE SOLENOID VALVE. N/C VALVE. AND PPNEL ~ HIGH WATER ELEVATION
WIRING (3) #12 H,N,& G, EXISTING GATE TO REMAIN ELEVATION (569.4) MODIFY AS REQUIRED FOR NEW PLATFORM (569.4) = Z O
NEW FENCE ADDITION ~ a
(BY OTHERS) EXISTING FENCE TO REMAIN NEW HANDRAIL MODIFY AS REQUIRED FOR NEW PLATFORM (BY OTHERS) 1" CONDUIT FOR SUB PANEL #1 m
(WIRING (3) ~8 H,N, (1) ~1D GROUND) ~--x . . m
~ . f, , . . ~ 1" coNOUlr FoR MoNIroRINC sENSORS (vR)
WIRING (3) BELBON CABLE FOR EQUIPMENT) NEW FENCE ADDITION U
(BY OTHERS) 3/4" CONDUIT FOR E-STOP BUTTON 100' DISPENSER EXISTING FENCE TO REMAIN ON BOATHOUSE. HOSE LIMIT ~ (~j ~ ~ L ~ ~ ~ ~ V
EXISTING FENCE TO REMAIN WIRING (3) X12 H,N,& G,
FE-04 NEW E-STOP BUTTON DISCLAIMER
DOCUMENTS PREPARED BY CORESTATES, INC. ARE TO BE
USED ONLY FOR THE SPECIPC
PROJECT AND SPECIFIC USE FOR WHICH THEY WERE PREPARED.
SHORELINE ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
OR ANY OTHER PARTY, WITHOUT
FE-10 THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
EXISTING VEEDER ROOT INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
PANEL TO REMAIN OTHER THAN WHAT WAS
EXISTING BOATHOUSE PANEL #1 SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
EXISTING BOATHOUSE PANEL #2
RE-LOCATED RE-LOCATED RE-LOCATED
EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING
Sheet #
GE-01
1 0 ~ I ED I

001 EXISTING ELECTRICAL BOARD ELEVATION SCALE: 1" _ ~'-o" 002 PROPOSED ELECTRICAL CONTROL BOARD ELEVATION 1 SCALE: 1" = 1'-0" ~ ~ ~
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~~
•~W~~~U
RELOCATED METER Q ~ Z Z ~ W
~ W W 0
J J
REUSED PANEL NEW E-STOP V V Z NEW PUMP FUEL
CONTROLLER CONTACTOR
O O O r r r r r r r N ~ ~ ~ ~ ~
r N r GO ~ ~ O r O O r
Q ~ ~ ~ ~ ~ r r N M ~ NEW 3'x3' r r r 0 0
EXISTING PANEL ELECTRICAL BOX
EXISTING METER
o NEW DATA BOX Q N O ~ O
z
FE-D4 E-STOP BUTTON
EXISTING PVC CONDUIT NEW RELOCATED PVC CONDUIT
EXISTING WOODEN NEW WOODEN BACK
BACK BOARD BOARD
WIRING TROUGH
FE-08 3/4" SEAL OFF ~ ~ FITTINGS
LANDSCAPING
TIES ~ Q N N ~ Q
0 o a o 0 0 0 0 0 0 00 ~?a~Z Qw
1" SEAL OFF FE-08 FE-08 1" SEAL OFF ~ Ta ~ L C m --FITTINGS a y V n~~e ~ 0 J Z
FITTINGS w ~.J ~1l
? Q Q LANDSCAPING ~ ~ ~ _V
TIES m
~~^-N~ p(Z RIGID METAL LL/ - N ~ ~ O CONDUIT GRADE ~ ~ ~ ~
GRADE U-
EXISTING PVC CONDUIT ~Z~~~ J>
U ~ ~ W~
GRADE GRADE ~ ~ w
z
1" SPARE CONDUIT (WITH PULL ROPE) ~ (WITH PULL ROPE) a
1" SPARE CONDUIT (WITH PUL z_ CONDUIT (WITH PULL ROPE) ~
003 ELECTRICAL NOTES N
1" CONDUI7 (WITH PUS FUTURE CARD READER CONDUI7 (WITH PULL ROPE) FOR 1TURE CARD READER TO DISPENSER
3/4' CONDUIT FOR
1" CONDUIT FDR (WIRING (3) #8 1" CONDUIT FDR SUB PANEL #1 DISPENSER SENSORS (VR) III (WIRING (3) #8 H,N, (1) #10 GROUND) LLJ
1" CONDUIT FOR DISPEI CONDUIT FOR DISPENSER POWER ANO DATA 1" CONDUIT FOR
ING (3) #10 H,N,& G, (2) 18 GAUGE TWISTED PAIR) TANK SENSORS (VR) L
GENERAL INFORMATION I. MAGNETIC SAFETY TAPE SHALL BE INSTALLED ABOVE ALL UNDERGROUND PRODUCT wlRwc (3) #io H,N,& PIPING AND ELECTRICAL CONDUIT. G 1" CONDUIT FOR MONITORING SENSORS (VR) O
1. SITE PREPARATION wlRu J. ALL CONDUIT LAYOUTS SHOWN ARE FOR REFERENCE ONLY. ACTUAL FIELD 3/a° coNDUIT FoF WIRING (3) BELBON CABLE FOR EQUIPMENT)
3/4" CONDUIT FOR PRODUCT LINE SOLENOID VALVE. N/C VALVE. 1" CONDUIT FOR PUMP POWER WIRING (3) #12 H,N,& G,
A. CONTRACTOR IS TO ENSURE ALL EXISTING UTILITIES ARE LOCATED AND MARKED INSTALLATION MAY VARY DUE TO MECHANICAL PIPING INTERFERENCE. wlRwc (3) #~z H PRIOR TO ANY DEMOLITION, CONSTRUCTION OR EXCAVATION ON THE SITE. 4. CABLE AND WIRE CONNECTORS : 3~ 3/4" CONDUIT FOR E-STOP BUTTON ON BOATHOUSE.
wu WIRING (3) #12 H,N,& G,
2. E UIQ PMENT : A. WIRE AND CABLE: PROVIDE FACTORY-FABRICATED WIRE AND CABLE OF THE SAME 3/4' CONDUIT FOR PATH LIGHTING. WIRING (3) #12 H,N,& G,
A. ALL EQUIPMENT INSTALLATIONS MUST COMPLY WITH MANUFACTURER'S SPECIFICATIONS SIZE RATING, MATERIAL AND TYPE AS INDICATED FOR EACH USE, AS SPECIFIED OR AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF N.E.C. LATEST EDITION UNLESS NOTED OTHERWISE. rI
AND NFPA 30A. ALL COMPONENTS FOR ELECTRICAL INSTALLATIONS MUST BE UL RATED, g, CONDUCTORS: PROVIDE SOFT OR ANNEALED COPPER WIRES MEETING BEFORE 004 EXISTING ELECTRICAL RISER DIAGRAM scALE: N.T.s. scALE: N.T.s. 006 TYPICAL CONDUIT TRENCH DETAIL scALE: N.T.s. U
BEAR THE UL SEAL, AND COMPLY WITH N.E.C. ARTICLE 110-3, 514-3 AND 514-4. ALL STRANDING, THE REQUIREMENTS OF ASTM B-3, STANDARD SPECIFICATIONS FOR SOFT OR
WORKING CLEARANCES IN FRONT OF PANELS AND EQUIPMENT SHALL BE MAINTAINED. ANNEALED COPPER WIRE FOR ELECTRICAL PURPOSES, LATEST EDITION.
B. THE WIRE SIZES SHALL BE INCREASED IF NECESSARY AS REQUIRED BY NEC. THE 1. CONDUCTORS FOR POWER AND CONTROL WIRING SHALL BE STRANDED COPPER. y~~
CONTRACTOR IS RESPONSIBLE FOR DETERMINING REVISED CONDUIT SIZE. NO ALUMINUM OR COPPER CLAD ALUMINUM WIRING IS PERMITTED. 2. THE MINIMUM SIZE FOR POWER WIRING IS #12 AWG UNLESS STATED OTHERWISE W o FE-11 H ~
MAGNETIC SAFETY TAPE
3. CONDUIT : ON THE DRAWINGS. REQUIRED FOR ALL UNDERGROUND CONDUIT INSTALLATIONS.
A. FOR EACH ELECTRICAL RACEWAY SYSTEM INDICATED PROVIDE A COMPLETE ASSEMBLY C. INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF UL 83, STANDARD FOR (MEETS OR EXCEEDS NEC REQUIREMENTS)
OF CONDUIT WITH FITTINGS INCLUDING BUT NOT NECESSARILY LIMITED TO THERMOPLASTIC INSULATION WIRES. EXISrINC EXlsrwc ASPHALT
CONNECTORS NIPPLES COUPLINGS EXPANSION FITTINGS BUSHINGS LOCKOUTS OTHER 1. INSULATION FOR CONDUCTORS SIZED N0. 18 AWG THROUGH N0. 16 AWG SHALL EXTERIOR MouNrED INTERIOR MouNrED COMPONENTS AND ACCESSORIES AS NEEDED TO FORM A COMPLETE SYSTEM OF THE BE UL TYPE TFFN GASOLINE AND OIL RESISTANT AND BE SO MARKED. MAw MDP BOATHOUSE SURFACE
2. INSULATION FOR CONDUCTORS SIZED N0. 14 AWG THROUGH N0. 8 AWG SHALL PANEL ExISTINc TYPE INDICATED, AND AS REQUIRED BY THE NEC. BE UL TYPE THHN/THWN GASOLINE AND OIL RESISTANT AND BE SO MARKED. To REMAIN INTERIOR MouNrED y oM O M D N a ~
3. ALL WIRING INSIDE LIGHTING FIXTURES SHALL BE TEMPERATURE RATED PER THE zoo AMP (i PHASE) ADD MAIN BREAKER BOATHOUSE z NOTE: N ~
B. ALL CONDUIT WITHIN CLASS 1 AREA SHALL BE HEAVY WALL GALVANIZED STEEL PANEL #z NEC. MAIN EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS. PVC CONDUIT IS ACCEPTABLE FOR TO BE RELOCATED To REMAIN CONDUIT BEDDING AND BACKFILL IN ~ ; ~ o
USE OUTSIDE CLASS I DIV I AREA. CONTRACTOR MAY SWITCH TO PVC CONDUIT OUTSIDE D. CONNECTORS FOR BUILDING WIRE AND CABLE: PROVIDE FACTORY-FABRICATED, METAL a ACCORDANCE WITH CONDUIT ~ ~ N ~ a MANUFACTURER'S REQUIREMENTS. x ~ o
OF CLASS 1 AREA PROVIDED ALL INSTALLATIONS COMPLY WITH THE NATIONAL CONNECTORS OF THE SIZE, RATING, MATERIAL TYPE, AND CLASS REQUIRED FOR EACH ALL INSTALLATIONS TO COMPLY WITH ~ W fD ~ ~
ELECTRICAL CODE AND NFPA 30A. ALL TRANSITION FITTINGS ARE TO BE UL APPROVED USE. APPROVED BACKFILL MATERIAL z N.E.G. a ~ ~ ~ 2" to 3" ~ O ~ y m
FOR DIRECT BURIAL. ALL CONDUIT SHALL BE FREE OF FOREIGN MATTER FROM 1. TERMINAL LUGS ARE TO BE USED WHENEVER POSSIBLE. CONNECTORS FOR agsTRUCTING THE coNDUIT. ALL WIRING AND FITTINGS sHALL BE cLASS 1, GROUP o, As CONDUCTORS UP TO A MAXIMUM OF N0. 6 AWG WIRE WITH TWO N0. 8 AWG
REQUIRED BY CODE. ALL REQUIRED SEAL- OFF FITTINGS SHALL BE PROPERLY SEALED. WIRES MAY USE TWIST-ON PRESSURE CONNECTORS OF RE UIRED SIZE. UJCn c
SEAL SHALL BE POURED AFTER TESTING PROCEDURES ARE COMPLETE. Q Q NfAma
LUG/BOLTED CONNECTIONS ARE REQUIRED FOR ALL CONDUCTORS LARGER THAN C. CONDUIT RUNS EXCEEDING 25 FEET IN LENGTH SHALL BE EQUIPPED WITH SUITABLE #6 AWG. EXISTING RISER ~2" to 3' ~ Q O J rn
WIRE INSERT TO ENABLE THE PULLING OF A FISH TAPE FOR ADDITIONAL WIRING. 2. ALL MOTOR LEADS, #10 AWG OR LARGER, SHALL BE CONNECTED USING
PRESSURE FITTED LUGS AND BOLTED. O O M W~ 2 ~ ~ ~ ~ ~ ELECTRICAL CONDUIT 3„ r O N
D. DRAINS SHALL BE INSTALLED AT THE BOTTOM OF VERTICAL CONDUIT RUNS EXCEEDING 3. SPLICES ARE NOT PERMITTED IN FEEDERS, MOTOR LEADS, OR 10 FEET IN LENGTHS. COMMUNICATION DATA WIRING.
/ = Z O
E. WHERE APPLICABLE ALL CONDUIT SHALL BE RIGIDLY SUPPORTED FROM STRUCTURAL 4. THE USE OF TERMINAL STRIPS FOR WIRING CONNECTIONS IS ENCOURAGED ~ a
MEMBERS WITH MALLEABLE IRON CONDUIT CLAMPS. NOT TO EXCEED 8 FEET ON CENTER. EXCEPT WHEN IN CONFLICT WITH #3 ABOVE. m
ALL THREAD IS NOT ACCEPTABLE FOR MOUNTING, USE U-BOLTS INSTEAD. 5. WIRING NOTES 005 PROPOSED ELECTRICAL RISER DIAGRAM scALE: N.T.s. scALE: N.T.s. 007 GENERAL CONDUIT DETAIL scALE: N.T.s. m ~
F. PROVIDE CONDUIT AND FITTINGS AS INDICATED. C ~c
1. RIGID STEEL CONDUIT : ANSI C80.1, HOT DIPPED GALVANIZED. POWER SUPPLY WIRING ai 3 ~ ELECTRICAL TROUGH MOUNTED ~ V ~ N L
2. RIGID STEEL CONDUIT FITTINGS : ANSI C80.4. 3. FLEXIBLE METAL CONDUIT : A. CONDUCTOR: 14 AWG MINIMUM USE WIRES RATED AT LEAST 90°C 194°F ON EXTERIOR WALL ~ N Q Q r ,
A. LIQUID-TIGHT FLEXIBLE METAL CONDUIT . LIQUID-TIGHT FLEXIBLE METAL # ~
CONDUIT COMPRISED OF SINGLE STRIP, CONTINUOUS, FLEXIBLE, INTERLOCKED, DISCLAIMER V
DOUBLE-WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE: FORMING SMOOTH B. VOLTAGE RATING: MAXIMUM OPERATING VOLTAGE OF 600V INTERNAL WIRING CHANNEL, WITH LIQUID-TIGHT JACKET OF FLEXIBLE PVC. ExISTINC coNDUIr & wlRwc DOCUMENTS PREPARED BY
B. LIQUID-TIGHT FLEXIBLE METAL CONDUIT FITTINGS: LIQUID-TIGHT, ZINC COATED C. ENVIRONMENTAL: GAS AND OIL RESISTANT, UL LISTED WIRE; SUITABLE FOR WET OR ro REMAIN WIRING CORESTATES, INC. ARE TO BE USED ONLY FOR THE SPECIPC
STEEL. PROVIDE FITTINGS BY GROUSE-HINDS, APPLETON OR EQUAL. FITTINGS DRY LOCATIONS ExISrINC EXlsrwc TO ELECTRICAL EQUIPMENT PROJECT AND SPECIFIC USE FOR CONTROLS AND/OR POWER WHICH THEY WERE PREPARED.
SHALL HAVE RUBBER OR NEOPRENE GASKETS WHERE INSTALLED IN DAMP AREAS. EXTERIOR MouNrED INTERIOR MouNrED TYPICAL CONDUIT FROM ANY EXTENSION OF USE TO
FITTINGS INSTALLED IN HAZARDOUS AREA SHALL COMPLY WITH NEC AND UL 885. DATA WIRING MAIN MDP BOATHOUSE ExISTINc PANEL #1 INTERIOR MOUNTED FIELD. ALL CONDUITS ARE OTHER PROJECTS, BY OWNER TO BE SEALED AS PER OR ANY OTHER PARTY, WITHOUT
G. ALL PENETRATIONS THROUGH RATED WALL AND ROOF ASSEMBLIES MUST CONFORM TO To REMAIN BOATHOUSE 0 NFPA 70. FE-08 SEAL FITTING THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
UL STANDARD PENETRATION DETAIL, (SYSTEM #F-C-5010), NEC, AND ALL APPLICABLE D. CONDUCTOR: CAT5E zoo AMP (i PHASE) ADD MAIN BREAKER PANEL #z GRADE INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
LOCAL CODES. MAIN TD REMAIN E. VOLTAGE RATING: MAXIMUM OPERATING VOLTAGE OF 600V TO BE RELOCATED OTHER THAN WHAT WAS
H. ALL PENETRATIONS THROUGH RATED SLAB ASSEMBLIES MUST CONFORM TO UL SPECIFICALLY INTENDED, THE TURN #3 TURN #4 OWNER WILL HOLD CORESTATES,
STANDARD PENETRATION DETAIL, F. ENVIRONMENTAL: GAS AND OIL RESISTANT, UL LISTED WIRE; SUITABLE FOR WET OR INC. HARMLESS FROM ALL
(SYSTEM #C-AJ-1064), NEC, AND ALL APPLICABLE LOCAL CODES. DRY LOCATIONS NEw coNOUlr WITH NEw WIRING FROM NEW PANEL TO ELECTRICAL EQUIPMENT WEATHER PROOF COVER RATED FOR H2O LOAD CONTROLS AND/OR POWER
LOCATION TO EXISTING, SEE 6. CONDUIT AND WIRE LENGTHS: PANEL scHEDULE FOR GRADE EQUIVALENT TO 4 QUARTER TURNS (360° MAX.)
ADDITIONAL INFORMATION. THEN INSTALL PULL BOX.
PULL BOXES MAY BE REQUIRED DUE TO EXCESSIVE WIRE AND CONDUIT LENGTHS. GRADE ..r i.
GENERAL CONTRACTOR TO INSTALL PROPER PULL STATIONS WHERE REQUIRED TO PROPOSED RISER TURN #2 TYPICAL PULL BOX REQUIREMENTS: TURN #1
FACILITATE IN THE ELECTRICAL INSTALLATION AND FUTURE MAINTENANCE OF THE
PETROLEUM SYSTEM. FE-OS SEAL FITTING 1. USE PULL BOX IF REQUIRED BY N.E.C. 2. INSTALL PULL BOX AS PER N.E.C.
ENTRY FITTING OR GROUTED FOR CONCRETE BOXES 3. PLACE PULL BOX IN NON-TRAFFlC
7. IN ORDER TO ENSURE THE BEST OPERATING SYSTEMS AVAILABLE, VEEDER-ROOT EQUIPMENT SUMP LOCATION (IF POSSIBLE).
REQUIRES THE USE OF SHIELDED CABLE FOR ALL PROBES AND SENSORS, REGARDLESS ENTRY FITTING WEATHER PROOF, INGROUND, PULL BOX 4. COORDINATE PULL BOX LOCATION WITH
OF CONDUIT MATERIAL OR APPLICATION. IN THESE INSTALLATIONS, SHIELDED CABLE TURN #1 OR CONCRETE PULL BOX FOR MAIN AREAS CLIENT SITE REPRESNETATIVE.
~dl ICT QC RATCf1 I CCC TLJAXI 1(lfl DI(`/1CARf1 DCR Cf1(1T AXlfl QC ~dAFll ICA(`TI I[?Cfl I~IITLJ A 5. PULL BOX ONLY, NO WIRING
v V. uL n v vv li n 1\v vv n vv uL v n vv n~. v w VVI III n /v CONNECTION TO BE MADE IN THESE
MATERIAL SUITABLE FOR THE ENVIRONMENT, SUCH AS CAROL C2534 OR BELDEN 88760, 8760. TYPICAL CONDUIT FROM TURN #2 ENTRY FITTING OR GROUTED BOXES. USE AS PULL BOX ONLY. Sheet # FOR CONCRETE BOXES NEC SECTION 344.26 BENDS - NUMBER IN
FIELD. ALL CONDUITS ARE ONE RUN TO BE SEALED AS PER TURN #3 THERE SHALL NOT BE MORE THAN THE
NFPA 70. EQUIVALENT OF FOUR QUARTER BENDS
EQUIVALENT TO 4 QUARTER TURNS (360' MAX.) (360 DEGREES TOTAL) BETWEEN PULL A POINTS, FOR EXAMPLE,CONDUIT BODIES G E~022] THEN INSTALL PULL BOX. AND BOXES.

010 EXISTING ELECTRICAL PANEL SCHEDULES scA~E: N.r.s. 002 PROPOSED ELECTRICAL PANEL SCHEDULES SCALE: N.T.S. ~ ~ ~
MANUFACTURER: Cutler Hammer or SQUARED MANUFACTURER: Cutler Hammer or SQUARE D Z Z Z IUARE D W W W
PANEL BUS RATING: 200A, 120l208V, 1PH PANEL MAIN MDP PANEL BUS RATING: 200A, 120l208V, iPH ~ Z ~ ~ ~ IPH PANEL MAIN ` MoP o (7 ~ ~ ~ ~
MAIN TYPE: MLB MAIN TYPE: MLB ~v~00gU
OlC PROTECTION RATING: 200A Main feed (MDP from Adjacent Meter) 01C PROTECTION RATING: 200A Main feed (MDP from F eed (MDP from Adjacent Meter) ~ W U U ~ ~
MISC. INFO: min 2112" conduit, (3)3(0, #6 GND. MISC. INFO: min 21/2" conduit, (3)3/0, #6 GND. i GND. p~ Z Z~ W
Type Description Load (VA) ! Wire Bkr Pole Circuit Pole Bkr Wire Load (VA) ! Description Type Type Description Load (VA) Load (VA) Wire Bkr Pole Circuit Pole Bkr Wire Load (VA) Description Type ~ W W 0
A B Size Size Breaker Size Size B A A A B Size Size Breaker Size Size B A U U Z
6 Sub feed to boathouse panel # 1 6150 8 60 2 1 2 1-GFI 20 12 1000 Lights 2 6 Sub feed to boathouse panel # 1 6150 6150 8 60 2 1 2 1-GFI 20 12 1000 Lights 2
6 Sub feed to boathouse panel # 1 5650 8 60 2 3 4 2 20 12 1200 Un-marked 6 6 Sub feed to boathouse panel # 1 5650 8 60 2 3 4 2 20 12 1200 Un-marked 6
6 BLANK 0 20 1 5 6 2 20 12 1200 Un-marked 6 6 BLANK 0 0 20 1 5 6 2 20 12 1200 Un-marked 6 0 0 0 N ~ ~ ~ ~ ~
2 Dock lights 1000 12 20 1-GFI 7 8 SWN 20 12 0 SWN 6 2 Dock lights 1000 12 20 1-GFI 7 8 SWN 20 12 0 SWN 6 ~ ~ N ~ ap ~ ~ O r 0 0 ~
6 BLANK 0 20 1 9 10 1 20 0 BLANK 6 6 BLANK 0 0 20 1 9 10 1 20 0 BLANK 6 p ~ r N M ~ 0 2 0 1 11 12 1 2 0 0 BLANK 6 ~ r ~ o 0
6 BLANK 0 20 1 11 12 1 20 0 BLANK 6 6 BLANK 6 BLANK 0 20 1 13 14 1 20 0 BLANK 6 6 BLANK 0 0 20 1 13 14 1 20 0 BLANK 6
6 BLANK 0 20 1 15 16 1 20 0 BLANK 6 6 BLANK 0 20 1 15 16 1 20 0 BLANK 6 ~
6 BLANK 0 20 1 17 18 1 20 0 BLANK 6 6 BLANK 0 0 20 1 17 18 1 20 0 BLANK 6
6 BLANK 0 20 1 19 20 1 20 0 BLANK 6 6 BLANK 0 20 1 19 20 1 20 0 BLANK 6 ~ ~ N ~ n oD
6 BLANK 0 20 1 21 22 1 20 12 1200 RECPTS-GFI AT PANEL 6 6 BLANK 0 0 20 1 21 22 1 20 12 1200 RECPT'S-GFI AT PANEL 6
2 Un-marked 1800 10 30 2 23 24 2 30 10 1800 Un-marked 2 2 Un-marked 1800 10 30 2 23 24 2 30 10 1800 Un-marked 2
2 Un-marked 1800 10 30 2 25 26 2 30 10 1800 Un-marked 2 2 Un-marked 1800 1800 10 30 2 25 26 2 30 10 1800 Un-marked 2
6 FUEL DISPENSER (SWN) 0 12 20 SWN 27 28 2 20 12 1200 Submerged Fuel Pump 6 6 FUEL DISPENSER (SWN) 0 12 20 SWN 27 28 2 20 12 1200 Submerged Fuel Pump 6
6 FUEL DISPENSER 900 12 20 1 29 30 2 20 12 1200 Submerged Fuel Pump 6 6 FUEL DISPENSER 900 900 12 20 1 29 30 2 20 12 1200 Submerged Fuel Pump 6
6 BLANK 0 31 32 0 BLANK 6 6 BLANK 0 31 32 0 BLANK 6 0 33 34 0 BLANK 6 ~
6 BLANK 0 33 34 0 BLANK 6 6 BLANK 0 0 35 36 0 BLANK 6 ~
6 BLANK 0 35 36 0 BLANK 6 6 BLANK 6 BLANK 0 37 38 0 BLANK 6 6 BLANK 0 0 37 38 0 BLANK 6 W ~
ADDED CIRCUIT 6 PATH LIGHTS 6 BLANK 0 39 40 0 BLANK 6 800 12 20 1 39 40 0 BLANK 6 ~ Z ~ N J
6 BLANK 0 41 42 0 BLANK 6 ADDED CIRCUIT 6 PATH LIGHTS 800 800 12 20 1 41 42 1 20 12 1000 Outside shore Power 6 ADDED CIRCUIT (FOR RELOCATED CCT) V
T e Descri for Subtotal Total Connected Load Type Descriptor Subtotal Yp p ~Ja ~z z Subtotal Total Connected Load ~ 0 ~ ~ ~ Q ~
1. Rece tacles 0 x 1.00 0 VA Phase Load VA Am s 1. Receptacles 0 x p ( ) p 0 x 1.00 0 VA Phase Load (VA) Amps ~ L ~ d W
2. Lighting (125%) 9200 x 1.25 11500 VA Phase A 15250 VA 127.1 2. Lighting (125%) 9200 x 9200 x 1.25 11500 VA Phase A 17050 VA 142.1 = Q ~ L ~ J ~
3. HVAC 100% 3. HVAC (100%) 0 x 1.00 0 VA Phase B 12650 VA 105.4 ( ) 0 x O X 1.00 0 VA Phase B 13450 VA 112.1 V 0 0 Q
4. Motors 100% 4. Motors (100%) 0 x 1.00 0 VA Total 27900 VA ( ) 0 x 0 X 1.00 0 VA -Total 30500 VA ~ = Z } ~ V W 0 X 1.25 0 VA Phasing 0.79 % O N ~ ~ _
5. Largest Motor (125%) 0 x 1.25 0 VA Phasing 0.83 % 5. Largest Motor (125%) 0 x 21300 X 1.00 21300 VA ~ ~ N ~ V N
6. Miscellaneous Loads (100%) 18700 x 1.00 18700 VA 6. Miscellaneous Loads. (100%) 21300 x 7. A liance Loads - 6 or more 65% 0 x 0.65 0 VA 7. Appliance Loads - 6 or more (65%) 0 x 0x0.65 OVA ~0 N J
pp ( ) Total Demand Load: 125.5 Amps Total Connected Load: 116.3-.Amps Total Demand Load: 136.7 Amps , Total Connected Load: 127.1 Amps U Z QO U W
U ~
MANUFACTURER: Cutler Hammer or SQUARE D MANUFACTURER: Cutler Hammer or SQUARE D lUARE D
PANEL BUS RAl1NG: 100A, 120(208V, iPH PANEL #1 PANEL BUS RATING: 100A, 120l208V, 1PH IPH PANEL #1
MAIN TYPE: MLO MAIN TYPE: MLB
O/C PROTECTION RATING: 60A Main feed FROM MDP from Adjacent Meter 0/C PROTECTION RATING: 60A Main feed FROM MDP f ed FROM MDP from Adjacent Meter
MISC. INFO: min 1"conduit, (3)#8, #10 GND. MISC. INFO: min 1"conduit, (3)#8, #10 GND. Connect to r ND. Connect to new breaker, cct 9 ! 11, 60A, 2 pole breaker
Type Description Load (VA) ; Wire Bkr Pole Circuit Pole Bkr Wire Load (VA) ; Description Type Type Description Load (VA) Load (VA) Wire Bkr Pole Circuit Pole Bkr Wire Load (VA) Description Type W
A B Size Size Breaker Size Size B A A A B Size Size Breaker Size Size B A
6 Sub Feed Boathouse Panel #2 2450 10 20 2 1 2 1-GFI 20 12 1000 Wall Recpt's, GFI 6 6 Sub Feed Boathouse Panel #2 2450 2450 10 20 2 1 2 1-GFI 20 12 1000 Wall Recpt's, GFI 6
6 Sub Feed Boathouse Panel #2 1850 10 20 2 3 4 2 20 12 1200 Flood Lights, GFI 2 6 Sub Feed Boathouse Panel #2 1850 10 20 2 3 4 2 20 12 1200 Flood Lights, GFI 2
6 Veeder Roof panel PWR 450 20 1 5 6 2 20 12 600 Lights, GFI 2 6 Veeder Root panel PWR 450 450 20 1 5 6 2 20 12 600 Lights, GFI 2 O
2 Emerglight overhead recpt's 600 12 20 1-GFI 7 8 SWN 20 12 1000 Deck Recpt's 6 2 Emerglight overhead recpt's 600 12 20 1-GFI 7 8 SWN 20 12 1000 Deck Recpt's 6
6 Garage Door 1000 20 1 9 10 1 20 650 Refrig + Alarm 6 ADDED CIRCUIT 6 60a sub feed main breaker 0 6 Spare 0 20 1 11 12 1 20 1000 Outside Shore Power 6 ADDED CIRCUIT 6 60a sub feed main breaker 0 8 60 2 9 10 1 20 650 Refrig + Alarm 6 0 J 0 8 60 2 11 12 1 20 1000 Garage Door 6 RELOCATED CIRCUIT (RELOCATED CCT)
Type Descriptor Subtotal Tofal Connected Load T e Descri for Subtotal Subtotal Total Connected Load
1. Receptacles 0 x 1.00 0 VA Phase Load (VA) Amps 1. Receptacles 0 x 0 X 1.00 0 VA Phase Load (VA) Amps I
2. Lighting (125%) 2400 x 1.25 3000 VA Phase A 6150 VA 51.3 2. Lighting (125%) 2400 x ___2400 x 1.25 3000 VA Phase A 5150 :VA 42.9 r
3. HVAC (100%) 0 x 1.00 0 VA Phase B 5650 VA 47.1 3. HVAC (100%) 0x 0 x 1.00 O.VA Phase B 5650 VA 47.1 lJ
4. Motors (100%) 0 x 1.00 0 VA Total 11800 VA 4. Motors (100%) 0 x 0 x 1.00 0 VA Total 10800'VA
5. Largest Motor (125%) 0 x 1.25 0 VA Phasing 0.92 % 5. Largest Motor (125%) Ox 0 x 1.25 0 VA Phasing 0.91 % ~ ~ ~
6. Miscellaneous Loads (100%) 9400 x 1.00 9400 VA 6. Miscellaneous Loads (100%) 8400 x 8400 X 1.00 8400 VA ~
7. Appliance Loads - 6 or more (65%) 0 x 0.65 0 VA 7. Appliance Loads - 6 or more (65%) 0 x Total Demand Load: 51.7 Amps Total Connected Load: 49.2 Amps Total Demand Load: 0x0.65 OVA W
47.5 Amps Total Connected Load: 45.0 Amps ~
lUARE D
MANUFACTURER: Cutler Hammer or SQUARE D MANUFACTURER: Cutler Hammer or SQUARE D IPH PANEL #2 N
PANEL BUS RATING: 100A 120(208V 1PH PANEL BUS RATING: 100A, 120/208V, 1PH PANEL #2 y r
MAIN TYPE: MLO MAIN TYPE: MLO ed FROM Panel #1 N ~
O/C PROTECTION RATING: 20A Main feed FROM Panel #1 O/C PROTECTION RATING: 20A Main feed FROM Panel- MISC. INFO: min 3/4" conduit, (3)#10, #12 GND. MISC. INFO: min 3l4" conduit, (3)#10, #12 GND. ?GND. ~ ~ ~ ~ o
T e Descri tion Load VA Wire Bkr Pole Circuit Pole Bkr Wire Load VA Descri tion T e Type Description Load (VA) Yp p ( ) ( ) A Yp Load VA Wire Bkr Pole Circuit Pole Bkr Wire Load VA Descri Pion T e ( ) ( ) p Yp ~ ' x~o~
A B Size Size Breaker Size Size B A A A B Size Size Breaker Size Size B A g o o
2 Emergency lights + Recpt's 600 14 20 1 1 2 1 20 14 600 Recpt's 6 2 Emergency lights + Recpt's 600 600 14 20 1 1 2 1 20 14 600 Recpf's 6 ° ~ ~ ~ NO~~
2 Lights 600 14 15 1 3 4 1 20 14 600 Recpt's, cord reel 6 2 Lights 600 14 15 1 3 4 1 20 14 600 Recpf's, cord reel 6 .o c
6 Recpt's 650 14 15 1 5 6 1 20 14 600 Recpt's 6 6 Recpt's 650 650 14 15 1 5 6 1 20 14 600 Recpf's 6 ~ o r ~
6 Garage Door Opener 650 14 20 1 7 8 0 Blank 6 6 Garage Door Opener 650 14 20 1 7 8 0 Blank 6 " a
~ D O U
T e Descri for Subtotal Total Connected Load Type Descriptor Subtotal Vp p Subtotal Total Connected Load J 0 X 1.00 0 VA Phase Load (VA) Amps M ~ N ~ ~
1. Receptacles 0 x 1.00 0 VA Phase Load (VA) Amps 1. Receptacles 0 x 2. Lighting (125%) 1200 x 1.25 1500 VA Phase A 2450 VA 20.4 2. Lighting (125%) 1200 x 1200 X 1.25 1500 VA Phase A 2450 VA 20.4 ~ Q ~
3. HVAC (100%) 0 x 1.00 0 VA Phase B 1850 VA 15.4 3. HVAC (100%) 0 x 0 X 1.00 0 VA Phase B 1850 IVA 15.4 = Z 0
4. Motors (100%) 0 x 1.00 0 VA Total 4300 VA 4. Motors (100%) 0 x 0 X 1.00 0 VA Total 4300 VA U Q
5. Largest Motor (125%) 0 x 1.25 0 VA Phasing 0.76 % 5. Largest Motor (125%) 0 x 0 X 1.25 0 VA Phasing 0.76:% U
6. Miscellaneous Loads (100%) 3100 x 1.00 3100 VA 6. Miscellaneous Loads (100%) 3100 x 3100 X 1.00 3100 VA „ m
7. Appliance Loads - 6 or more (65%) 0 x 0.65 0 VA 7. Appliance Loads - 6 or more (65%) 0 x 0x0.65 OVA
Total Demand Load: 19.2 Amps Total Connected Load: 17.9 Amps Total Demand Load: N 19.2 Amps Total Connected Load: 17.9 Amps m C ~G
U
~ (~j ~ ~ L ~ ~ ~ ~ U
DISCLAIMER
DOCUMENTS PREPARED BY CORESTATES, INC. ARE TO BE
USED ONLY FOR THE SPECIFC
PROJECT AND SPECIFIC USE FOR WHICH THEY WERE PREPARED.
ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
OTHER THAN WHAT WAS
SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
SFeelp
G E-033]
I

010 TYPICAL DISPENSER ELECTRICAL CONDUIT LAYOUT scALE: r'=r-o" 011 DOUBLE W ]DOUBLE WALL SPILL BUCKET DETAIL scALE: N.rs. ~ ~ ~
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~0
•~W~~~U
~ ~ ~ ~ W Z ~ W Z Z d W
Fc-oa ~ W W 0
U U U
Z
REAR
0 0 o r r r r r r r
18" DIA. FM-D9 FRANKLIN FUELING ~ r N r GO ~ SYSTEMS DOUBLE O r O O r
FM-02 WALL SPILL BUCKET ~ r r (V ~ r r r 0 0
FE-01 SUMP LIQUID SENSOR
0 0 0 ~ ~ N f0 I~ Op a o
FE-06 JUNCTION BOX
(4") ADAPTER CAP MONITOR
?a xf
' BULKHEAD FITTING a~
BULKHEAD FITTING RIGID METAL CONDUIT LS. PRIMARY Z
FRONT DISPENSER SUMP SENSOR CONDUIT CONTAINER " ~ ~ w
RIGID METAL CONDUIT
DISPENSER A/C POWER 0 0 0 W N OD a
DISPENSER DATA BULKHEAD FITTING LL ^N N
RIGID METAL CONDUIT RISERPCLAMP r Z /^L ~ V ~ J
RIGID METAL CONDUIT VALVE CONTROL FOR FUTURE CARD 4" GALV. RISER FM-23 O 0 ^ LL`` O Z w~ LENGTH AS REQUIRED TQ LL W /y C Z Q
READER
PLAN VIEW SECONDARY y U ~ Q Q
RIGID METAL SPARE CONTAINER ~ ~ Z } U
CONDUIT
GRAVEL GAURD O N ~ N ~ Q
~ Z ~ ~ ~ ~ J
C U ~ ~ Zw
FM-12 DISPENSER NOZZLE FM-12 DISPENSER NOZZLE U ~ W
~ _N
FM-01 FM-01
NEW GASOLINE NEW GASOLINE PRODUCT DISPENSER FM-38 SWIVEL FLEX PRODUCT DISPENSER FM-38 SWIVEL FLEX
CONNECTOR CONNECTOR
JUNCTION BOX SUPPLIED BY
DISPENSER MANUFACTURER
W
FM-D3 DISPENSER SUMP FM-D3 DISPENSER SUMP TOP TOP
UNION FM-D7 XP JUNCTION BOX FE-06 0
FE-02 CONCRETE DISPENSER
ISLAND SEAL ENTRY FITTING FE-08 0 ~
FE-08 SEAL ENTRY FITTING INSTALL FOAM BETWEEN ISLAND AND APRON INSTALL FOAM BETWEEN
INSTALL FOAM BETWEEN ISLAND AND APRON ISLAND AND APRON FE-02 CONCRETE DISPENSER • • • • ISLAND Q
INSTALL FOAM BETWEEN ISLAND AND APRON z
U
• • • •
y~~
~ ~ w w W o
o Z RIGID METAL CONDUIT ~ z RIGID METAL CONDUIT ~ ~
CONTRACTOR TO FIELD BULKHEAD FITTING I d BEONDRTOTSOUITTO FIELD I a BEND TO SUIT N ~ N ~
a FE-01 SUMP SENSOR a I~ Q
1" CONDUIT FOR FUTURE SITE PLAN BULKHEAD FITTING I~ H
I~ y oM O M N ~ r 0'1
DISPENSER SUMP FM-02 DISPENSER SUMP FM-D2 W N~ ' fXh U
SIDE VIEW (POWER AND VALVE CONTROL) SIDE VIEW (SENSOR WIRING) XMON
W ~ N N
013 TYPICAL SUMP ARRANGEMENT scALE: r'=r-o" 014 TYPICAL TANK SUMP MONITORING ATTACHMENT DETAILS scALE: r'=r-o" 015 INTERSTI O 0 ~ ~ INTERSTITIAL SENSOR scALE: Nrs 016 O ~ y ~
~ 3 ~
FM-05 FC-D3 N(A «a UJCn c
NEW MANHOLE COVER FM-D6 NEW CASTIRDN MANHOLE
~ D ~ U ~
EXISTING EXISTING 4" CAP DRILLED AND TAPPED FOR 1/2" CORD GRIP. FE-06 NEW JUNCTION BOX M ~ ~ ~ ~
~ Q N ~ ~
NEW TANK SUMP AND COVER FM-13 TO BE INSTALLED 2 Z p U ~
FC-03 Fc-o3 ~ V Q
FE-12 ENTRY BOOT ~ m
(TYPICAL ALL ENTRY PDINTS) m ~
FM-D7 NEW UNION ~ ~
FE-D6 XP JUNCTION BOX FM-06 0 ~ ~ Q ~ ~
NEV I NEW 18" MANWAY FE-08 NEW SEAL ENTRY FITTING ~ N Q Q U
VEEDER ROOT MAG 1 FE-15
TANK LEVEL MONITOR W/ CAP AND ADAPTER FE-06 FE-15 DISCLAIMER
KIT. INSTALL IN TANK SUMP ONLY IN EXISTING VAPOR CAP AND EXPLOSION PROOF JUNCTION BOX TLM CAP KIT TO NEl DOCUMENTS PREPARED BY TO NEXT LS. SENSOR ~ TO ELECTRICAL ROOM CORESTATES, INC. ARE TO BE
COMPARTMENT TANK ADAPTER TO REMAIN IF NOT NEE[ IF NOT NEEDED, PLUG OFF USED ONLY FOR THE SPECIPC
PORT AT EXISTING TANK LEVEL FE-15 FE-01 SUMP LIQUID SENSOR FE-08 FM-13 PORT AT JUNCTION BOX PROJECT AND SPECIFIC USE FOR WHICH THEY WERE PREPARED.
MONITOR TO REMAIN 0 • SEAL FITTING NEW TANK SUMP NEW RIGID METAL CONDUIT ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
a o OR ANY OTHER PARTY, WITHOUT
P~e~~~ i; FM-D7 FM-37 ~ . FE-12 FE-15 THE EXPRESSED, WRITTEN FM-39 EXISTING 4" GALVANIZED PIPING AUTHORIZATION OF CORESTATES,
~ ~ o' FM-07 FM-37 EXISTING SUBMERSIBLE PUMP - BULKHEAD FITTING TO REMAIN ~ SUBMERSIBLE PUMP WITH VEEDER ROOT MAC 1 TO BE MASTIC COATED INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
MECHANICAL LINE LEAK TANK PROBE FE-13 EXISTING INTERSTITIAL SENSOR OTHER THAN WHAT WAS
DETECTOR io ~ ; SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
FE-D 1 INC. HARMLESS FROM ALL
VEEDER ROOT SUMP SENSOR
~I; . ,
MANWAY ADAPTER FM-3s
NEW UPP VENT LINE FM-29 ~ i ~ i FE-14
EXISTING INTERSTITIAL PROBE
FE-15
NEW UPP PRODUCT PIPING FM-29 PRODUCT FLOAT
FE-is
PLAN VIEW WATER FLOAT
Sheet #
ELEVATION GE~04
1 41

001 FUEL MONITORING SCHEMATIC SCALE: N.T.S. ~ ~ ~
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~0
EXISTING VEEDER ROOT PANEL •~W~~~U
EXISTING DEDICATED POWER SUPPLY ~ ~ ~ ~ W Z ~ W Z Z d W
TO VEEDER ROOT ~ W W 0
U U U
Z
SENSING OPTIONS O O O r r
00 ~ 0 D ~ r r r r r
~I EXISTING VEEDER ROOT CONSO lEEDER ROOT CONSOLE TLS 350 R c/w PRINTER 848290-122 EX ~ ~ ~ ~ ~ ~ r N r GO ~ O r O O r
• • • • EXISTING 1 INTERSTITIAL SEI 847490-102 1 INTERSTITIAL SENSOR INTERFACE MODULE PIPING SUMP (NON-DISCRIMINATING) 794390-208 2 EX ~ ~ ~ ~ ~ ~ r r N M ~ 847490-102 SENSOR r r r O O
• ' • • • • NTERSTITIAL SENSOR FOR 794390-407 (T-6"-9' TANKS) 1 EX USE IN DOUBLE WALL
FIBERGLASS TANKS 794390-409 (10'-12' TANKS) -
~ • • • • EXISTING 1 PROBE/THERMIS 329356-002 1 PROBE/THERMIBTOR INTERFACE MODULE MAG 1 AND MAG 2 847390-ixx (MAG 1) 1 EX ~ 329356-002 MAGNETOSTRICTIVE TANK LEVEL 847390-2xx (MAG 2) - ~ ~ ~ O ~ O
3/4" CONDUIT FOR TANK SENSORS (VR) • • • • MONITOR PROBE
FC-01
EXISTING 2500 GALLON EXISTING INTERSTITIAL SENSOR • • • • I UNDERGROUND STORAGE FC-03 gem '=a COMMUNICATIONS OPTIONS
TANK TO REMAIN NEW SENSOR BOARD WIRING NOTE: EXISTING SUMP SENSOR • • • INiERSnnALSENSORINTFAFACEMDOU~ • - IN ORDER TO ENSURE THE BEST OI =NSURE THE BEST OPERATING RS232 INTERFACE MODULE - -
- - - - ~ - - - - .a SYSTEMS AVAILABLE, VEEDER-ROOT F me me mmm mm = em EXISTING SENSOR BOARD (REUSE) THE USE OF SHIELDED CABLE FOR AL 3LE, VEEDER-ROOT REQUIRES LDED CABLE FOR ALL PROBES RS-232 INTERFACE MODULE WITH AUXILLIARY PORT - -
• PROS/iHERMISiDR INTERFACE NoouLE • • INiERSnnAL sENSOR INTERFACE MDOU~ • AND SENSORS, REGARDLESS OF COND GARDLESS OF CONDUIT 'LIGATION. IN THESE PRINTER INTERFACE MODULE
me me mmm mm D em~ ~ ~ = EXISTING PROBE BOARD (REUSE) MATERIAL OR APPLICATION. IN THESE • PROBE/IHERMIBiDR INTERFACE NODULE • • PROBE/IHERNIBn1R INTEAFACE MODULE • INSTALLATIONS, SHIELDED CABLE MUS RATED LESS THAN 100 PICOFARD PEF HIELDED CABLE MUST BE J 100 PICOFARD PER FOOT AND
BE MANUFACTURED WITH A MATERIAL FM-32 FM-13 FM-09 FM-06 FM-32 • • • • • ~ 0? • • ~ • FOR THE ENVIRONMENT, SUCH AS CAI :D WITH A MATERIAL SUITABLE ETHERNET - TCP/IP COMM. CARD W ~ lMENT, SUCH AS CAROL C2534 ~ r
OR BELDEN 88760, 8760. 0, 8760. ELECTRONIC DISPENSER INTERFACE MODULE (EDIM) - - N U
- ALL WIRING MUST BE INSTALLED IN ACCORDANCE WITH CLASSI, DIV 1 IST BE INSTALLED IN H CLA8S1, DIV 1 L~ N N
EXISTING ETHERNET - TCP/IP COMM. CARD SPECIFICATIONS. - ANY SPLICED CONNECTIONS FOR Pf ;ONNECTIONS FOR PROBES OR CURRENT LOOP DISPENSER INTERFACE MODULE (CDIM) - - r
LIg ~ ~ EXISTING PRINTER INTERFACE MODULE SENSORS SHOULD BE ENCLOSED IN PI I~ _ ~ _ ~ FILLED WITH EPOXY SEALANT. SEE DE BE ENCLOSED IN PLASTIC BAG ~ ~ ~ 'Q ~ W .Y SEALANT. SEE DETAIL 3. SITEFAX FAX/MODEM MODULE
- CONTRACTOR TO PROVIDE SEALING ON ALL CONDUITS ENTERING OR LEAV -0 PROVIDE SEALING FITTINGS ~ 0 ~ p = J ENTERING OR LEAVING REMOTE DISPLAY INTERFACE MODULE - - Q N W ~ ~
INTRINSICALLY SAFE WIRING TROUGH DISPENSER SUMPS. (2 NEW CONDUITS) EXTERIOR MOUNTED ANEW OR EXISTING SEE GE-02 i LL
FROM VEEDER-ROOT SENSORS, FOR DETAILS PROBES WPLLD COMMUNICATION MODULE - - ~ Q L ~
V p0 W
POWER AREA OPTIONS ~ LLZ N m ~~Ny o
2 INPUT/2 RELAY OUTPUT INTERFACE MODULE - - O r ~ N ~ LL Z
EXISTING VEEDER FC-02 NEW 3 ONLY APPROVED SENSOR WIRE ~03~c wa
ROOT MAG 1 TANK INTRINSICALLY SAFE WIRING, LEVEL MONITOR TANK LEVEL MONITORING WIRING
NEW SPILL BUCKET SENSOR AND LIQUID SENSORS HARDWARE/SOTTWARE ~ zQ ~ w
NEW 1 ONLY APPROVED SENSOR WIRE INTRINSICALLY SAFE WIRING, PROBE INSTALLATION KITS (GAS) 849800-000 1 NEW U Cp~ '
LIQUID SENSOR SUMP SENSOR MOUNTING KIT 330020-012 2 NEW ~ L
EXISTING 2,500 UST (TANK ~1 4" METAL CAP AND RING KIT (MAG PROBES) 312020-952 2 NEW
FM-02
FE-01
NEW ON SHORE DISPENSER SYSTEM
W
002 VEEDER ROOT EQUIPMENT scALE: N.T.s. 003 VEEDER ROOT FIELD CONNECTION DETAIL scnLE: N.r.s.
0
0 ~
Q
,BE~~aR RAE TRL~ISTaR ~~.=w NOTE: REFER TO VEEDER ROOT z
~~88 WWWB 0 FF-1s INSTALLATION MANUAL FOR SPECIFIC ~ oBF/TREK s o TFRFncE o uLF ~ FIELD WIRING INSTRUCTIONS.
U
TO PROBE OR SENSOR MAGNETOSTRICTIVE PROBES FOR
TANK LEVEL MONITORING (WATER y~~
PRODUCT LEVELS) AND THERMISTOR ~4 CONTINUOUS STATISTICAL LEAK MAKE SURE THAT THE W o
DETECTION (MAG 1). END OF THE PROBE OR TIE WRAP THERMISTOR #1
SENSOR CABLE SHEATHING + - + - IS SUBMERGED IN SEALANT. WIRE NUTS
PROBE #1 PROBE #4 Q
EPOXY SEALANT H
y oM O M N ~ r 0'1
0
W N~ ' fXh U
4-INPUT IN-TANK MAGNETOSTRICTIVE INVENTORY PROBE MODULE TANK LEVEL MONITOR PROBE XMON
W f0 N N O a0~o
O ~ ~ NO~~
d
N(A «a UJCn c
FF-a1 004 VEEDER ROOT SUMP SENSOR PLACEMENT DETAIL scnLE: N.r.s.
~ 0 O V ~
SENSCR+ 1 2 ~ 4 5 6 ] 8 M W ~ J 2
~~B8~B8BW~~e ~ DESCRIPTION: DISCRIMINATING SENSORS ~ O N ~ ~ ~ ~
~ T RSTITIAL SENSOR INTERFACE ULE ~ IR FOR SENSING WATER/PETROLEUM N SUMPS. USING THE SHORT STYLE TO
to ALLOW EARLIER DETECTION OF POSSIBLE LEAKS. = Z O
~ a
IR m
OPERATING PRINCIPLE 0' to FLOAT DETERMINES PRESSURE OF m
LIQUID AND TRIGGERS ALARM AT FIBERGLASS PIPING, 2" NOMINAL, BONDED TO LOW AND HIGH LEVEL TRIP POINTS. SUMP OR UDC INNER WALL USING GASOLINE SUMP FE-16 BELDED
OR IR CONDUCTIVE ELECTOMER DIFFERTlATES U
SENSOR #1 SENSOR #B BETWEEN HYDROCARBON AND OTHER COMPATIBLE EPOXY RESIN. BOTTOM OF PIPE CABLE LIQUIDS ALONG ANY POINT ON THE TO BE N CONTACT WITH LOWEST PART OF 0, to SENSOR SUMP OR UDC. ~ (~j ~ ~ L ~ ~ ~ ~ V
LOW COST
3/~6" HOLE THROUGH PIPE FOR coTTER PIN DISCLAIMER
8-INPUT INTERSTITIAL LIQUID NON-DISCRIMINATING TO PREVENT SENSOR FROM "FLOATING", OR DOCUMENTS PREPARED BY CORESTATES, INC. ARE TO BE
SENSOR INTERFACE ODULE DISPENSER PAN AND CONTAINMENT BEING PULLED, oUT OF PLACE. FE-01 SUMP MONITOR SUMP SENSORS CONTRACTOR TO BOND UNISTRUT CHANNEL TO LIQUID SENSOR USED ONLY FOR THE SPECIPC
HOLDER TO ALLOW FIBERGLASS PIPE TO INSIDE HOLDER PROJECT AND SPECIFIC USE FOR WHICH THEY WERE PREPARED.
CLEAR SUMP COLLAR "LIP". CONTRACTOR TO ~IN APEX OF ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
USE GASOLINE-COMPATIBLE EPOXY TO BOND ~ ~ TANK SPACER TO SUMP AND PIPE CONTRACTOR _I ~ OR ANY OTHER PARTY, WITHOUT
MAY USE UNISTRUT, FIBERGLASS PIPE, OR THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
ANY OTHER EQUIVALENT MATERIAL THAT CAN 'I~ INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
WITHSTAND ENVIRONMENT OF SUMP. _ ~ OTHER THAN WHAT WAS
6" LONG x 1" WIDE SLOT FOR VISUAL INSPECTION. SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
316" HOLE 1~4" FROM BOTTOM, THROUGH PIPE INSERT COTTER PIN TO KEEP SENSOR 8 FC-01 FIBERGLASS TANK
INSIDE OF HOLDERe
TURBINE SIDE SUMP SENSORS TO BE MOUNTED FM-13 FIBERGLASS SUMP
BELOW APEX OF TANK, AT BOTTOM OF SUMP AT SIDE OF TANK WHERE PRODUCT INSIDE TANK
PENETRATIONS INTO SUMP ARE MADE AND COLLAR LIP
BELOW LOWEST PENETRATION FITTING WITHIN UNISTRUT FE-02 1. SENSOR HOLDER
SUMP AREA. PRODUCT PIPING TO DISPENSERS, CHANNEL BONDED TO PRODUCT PIPING CROSS CONNECTION BETWEEN UNISTRUT CHANNEL
SUMPS AND SIPHON PIPING PENETRATIONS
ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT FE-D2 2 SENSOR HOLDER
PENETRATION ENTERS ON BOTH SIDES OF AND UNISTRUT
SUMP DUE TO FIELD CONDITIONS, THEN DUAL CHANNEL BONDED SENSORS AT TURBINE SUMP WILL BE Tn `;II~>IP 1~IAI I nn
REQUIRED TO BE INSTALLED. NOT PENETRATE
SUMP! SFeelp
G E-055]

Z Z Z
W W w ~ Z ~ ~ ~
EU E N EC HAN CA EQ U P ~ ENT a ~ ° ° ~ ° w U U ~ ~
~ ~ ~ ~ w Z
owzzaw ww o
EQUIPMENT DESCRIPTION PROVIDED INSTAEEED QUANTITY EQUIPMENT DESCRIPTION PROVIDED INSTAEEED QUANTITY EQUIPMENT DESCRIPTION PROVIDED INSTAEEED QUANTITY ~ ~ ~ U
FC-01 2,500 Gallon Double Wall Fiberglass EXISTING EXISTING 1 EE-01 Veeder-Root Non-Discriminating PMC (EH-510) sERIES PRODUCT z EM-01 DISPENSER Contractor Contractor 1
Contractor Contractor 2 Underground Storage Tank. Sump Sensor (#794390-208)
EM-02 OPW Dlspenser Sump (D02198M) Contractor Contractor 1 0 0 o r r r r r r r
EE-02 Veeder-Root Universal Mounting Kit 2 FC-02 OPVV Stain. Steel Island Form 3'x4'x18" Contractor Contractor 1 Contractor Contractor 330020-012 a~~~~~~
EM-03 OPW Dlspenser Sump Top (IB-2426-opw) Contractor Contractor 1 ~ o r o o p r r N M ~
EE-03 Pump Control Relay. EE Petro Existing Existing 1 12" Thick Concrete Pad with #4 Rebar r r r 0 0 EM-04 Stabilizer Bar (1 per product Contractor Contractor 1
FC-03 Contractor Contractor E.D EE-04 Island Emergency Shutdown Switch - ~ 1 ~ c/c Contractor Contractor 1
by Power Integrity W/ Extended Guard. EM-05 OPW Conquistador Water Tight Manhole ~ Contractor Contractor 1
(or equal) EC-04 NOT USED - - - (39CDHD-WT10) 39" Heavy Duty Cover ~ ~ ~ ~ r ao
Weather-proof junction box EM-06 18" Manway (DPW #104A-1800) Contractor Contractor 1
Ex ansion Joint with Backer Rod and EE-05 Intrlnslcall Safe Wirin Com onents Contractor Contractor F.D.
FC-05 P ~ y 9 p fill with Slkaflex 1 cSE Caulkin Contractor Contractor E.D. 9 EM-07 Red Jacket Mechanical Eeak Detector Contractor Contractor 1
EE-06 Explosion Proof Junction Box Contractor Contractor E.D. 116-056
FC-06 4' x 4' x 2" Rigid Styrofoam Board Contractor Contractor F.D. EE-07 Union (size to suit Contractor Contractor F.D. OPW Cover Tag (#1TAG 1000 Unleaded)+ EM-08 OPW Bucket Tag (~1TAG 1010 Unleaded) Contractor Contractor 1
FC-07 Backfill Shield Material Approved By Site Contractor Contractor E.D. EE-08 Seal Fittin size to suit Contractor Contractor F.D.
9~ Representative Franklin Eueling Systems 5 Gal. Double ~ EM-09 Wall Spill Container (Model 705-550) Contractor Contractor 1 ~ ~
EE-09 1 FUEE RATED SOEENOID VAEVE Contractor Contractor 1
FC-08
EE-10 Veeder-Root TES-350 Existing Contractor 1 EM-10 OPW 61 SO-4000-EVR OVEREIEE DROP Contractor Contractor 1 ~ Q N N TUBE ~ Z ~
FC-09 Tank Eevel Monitor U J EM-11 OPW-ESA-400-EVR FACE SEAE ADAPTER Contractor Contractor 1 ~ J~ ~Z Q
EE-11 Magnetic Safety Tape Contractor Contractor F.D. EC-10 Gasoline Nozzle OPW unleaded ~ ~ ~ ~ ~ ~ EM-12 automatic-closing nozzle (11BP-0400) Contractor Contractor 1 ~ Q~ ~ ~ ~
EE-12 OPW EBF-0751 Bolted entry fitting Contractor Contractor F.D. CONTAINMENT SOEUTIONS TANK SUMP U U } U Q
FC-11 EM-13 Contractor Contractor 1 ~ IZ N ~ ~ SW-PTS(WT34)-608 ~ ~ _ N ~ ~
EE-13 Existing Interstitial Sensor EX RU X
EC-12 OPW double Poppet Shear halve ~ ~ ~ ~ ~ U EM-14 Contractor Contractor 1 ~ ~ J
EE-14 Existing Interstitial Probe EX RU X (#10BMP-5830) or Equal Z ~ ~ J
FC-13 Existing Veeder Root MAG 1 Tank level ~C m
EE-15 EX RU X monitor w/ cap and adapter kit EM-15 1.5" Hosemaster ESMS series M x M Contractor Contractor M.Q. ~ ~ ~ Swivel Elex Connector EENGTH TO SUIT U ~
EM-16 2" Galvanized Steel nipple Contractor Contractor E.D.
EE-16 Belled cable Contractor Contractor F.D.
EM-17 2" Dia Galy. Steel Union Contractor Contractor E.D.
EM-18 2" Dia. Galy. Steel coupling Contractor Contractor E.D.
EM-19 2" Dia Galy. Steel 90° Elbow Contractor Contractor E.D.
EM-20 2" x 1z" NPT Bushing Contractor Contractor E.D.
v 1 1 2" Universal FUEE PORT BAEE VAEVE EM-~1 ~ Contractor Contractor E.D.
EM-22 1 1~2" Galy. Steel pipe nipple Contractor Contractor E.D.
EM-23 4" Galy. Riser Eength as Required Contractor Contractor F.D. Q ~J//
4" Tank Bottom Screen W Protector LL EM-24 (DPW #61 TP-2398) Contractor Contractor 1
EM-25 OPW-23-0033 (2"l pent Cap EXISTING EXISTING 1 I
EM-26 UPP 1.5" union adapter NPT (82.050 UF) Contractor Contractor E.D.
EM-zT _ ~ ~
EM-28 UPP Fiberglass entry sealsingle sided Contractor Contractor E.D. ~ ~
(EEB-S-125 ~ ~ ~
EM-29 UPP 1.5" double wall UPP piping Contractor Contractor E.D. ~
(165' coll~
EM-30 1.5" Dia Galy. Steel 90° Elbow Contractor Contractor E.D.
~ a EM-31 1.5° Dia Galy. Steel 45° Elbow Contractor Contractor E.D. m
EM-32 (DPW 104AOW-1200) 12"N Monitor ~ ~ m ~ ~
Manwa Contractor Contractor 2 , 8 Y M 0N~w
EM-33 FEEX-ING Connector Kit: v ~ ~ wmN m Contractor Contractor ~ Boa o
-EZ Fit Clamp g~~;
-1.5" Ball Valve ~ m ~a~
-1.5 90° Elbow ~ ~~M m
-1.5"x18" Flex Eine a
-EZ Eit Clamp
-1.5" NPT Adapter ~ O O ~
M = ~ ~ ~ ~ EM-34 FEEX-ING CONNECTOR KIT: Contractor Contractor 1 ~ Q N
-EZ FIT CEAMP ~ ~ o
-1.5"x2" FEEX EINE
-EZ EIT CLAMP U Q
-1.5" NPT ADAPTER m
EM-35 UPP 2" single wall UPP m ~ Contractor Contractor 1 ~ ~e
piping (1 g' Stick) ~ ~ ~ 3 ~
EM-36 OPW 22" Tank manway adapter ~ ~ p p U (TMA-2224 Contractor Contractor 1
DISCLAIMER
EM-3T SubrYlerSIb2 pump EX RU 1 DCORESTATES,PINC.AARDE TO BE
USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR
EM-G8 OPW 2411TPS SWlve Contractor Contractor 1 ANY E TENSIONROFPUSETOD
OTHER PROJECTS, BY OWNER OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN EM-59 4 GaIV. piping ~ MaStIC Coated EX RU X AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY
EM-4o Vapor Cap and adapter EX RU X OTHER THAN WHAT WAS SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
~DTESo
~.D. -Meld Determined
MoQ. Manufacturer's Quote
.-D a JCC a uvv g
Sheet K
EXo Existing
RUo Reuse
GG-01

)07 GENERAL ARRANGEMENT DIESEL FUELING AREA
Z Z Z
W W W
~ Z ~ ~ ~ °C7~~~~
•aW~~~U
U1 ~ ~ ~ W ~
~ ~ W W ~ W
U U U Z
O O O r r
r r r r r N ~ ~ ~ ~ ~ r N r GO ~
Fc-01 ExISTING 25oa GALLON uNOERGROUNo ~ O r O O r Q ~ ~ ~ ~ ~ r r N M ~
STORAGE TANK TO REMAIN r r r 0 0
FM-09 ELEV (116't)
NEW DOUBLE WALL FM-05 FM-13 FILL SPILL BUCKET
NEW TANK SUMP FM-09 ~ ~ N t0 I~ Op
NEW OPW 18" MANWAY
FM-32 FM-32 NEW MONITOR WELL
MANWAY NEW MONITOR WELL f_1~1 " e ~0 F-.~~ MANWAY
FM-35
2" SINGLE WALL
UPP VENT PIPING
FC-03 PROPOSED CONCRETE SECTION
(2) NEW BOLLARDS
e o FOR VENT N
~ ~,Q PROTECTION _ _ o . .oa. Q ~ a ~ APPROX ELEVATION = 582.0
e ' D ~ FM-25 EXISTING 2" VENT ~QN N ~ U
~ d ~ ~ p ae STACK TO REMAIN ~ a • ~ Ooa ~z a
- _ _ ~`b a 'a i ~ m° - _ - - _ z
D ~ ~ $ - APPROX ELEVATION = 580.0 Q p, _ ,fl o ~ a
~D, 4 . _ =U~'~~ ~ - U NFU ~
'~/r _ APPROx FLFVnrION = STa.D
0~?N~ N
a - et , 0
~ r ~ ~ ~ - ~ APPROx ELEVATION = STS.o ~Z30~~ O
U ~ ~
a fl , ° ' ~ a a
> = ~ o ~ ~ _ • , APPROX ELEVATION = 574.D & 8 o G' ~ , a, - _ ~ ~
j ,a o ; .a~
o APPROX ELEVATION = 572 0 a ~ ~ ~ _ o _ m
a O , , U C,'
w ~ e ~ APPROX ELEVATION x,670.0
<e, (a) ExISrIN~ PATH i ~ LIGHTS TO ~ REMAIN
I b ~9•
~ a PROPOSED e~
i LANDSCAPE TIES ~
v m ~ ' e0 ~ o i EXISTING TREES a~ ~ ° ~
e ~ ~ a
0
a ~ o,~e 0 ~
U C e ~ PROP©SED
ASPHALT SIDE APPROX CURRENT WATER LEVEL = 568.9 WALK
SHORELINE ~ Q
z
~9 e!d U
°a~ % NEW GATE ADDITION ~
(B( OTHERS) y
NEW FENCE ADDITION W o
~SY OTHERS) NEW FENCE ADDITION ~r
(BY OTHERS) EXISTING FENCE TO REMAIN
RELOCATED a
n ~ EXISTING PATH RELOCATED EXISTING ~ ~ s~' LIGHTING POLE AND LIGHT
8 0 ~ RELOCATED FIXTURE EXISTING FENCE TO REMAIN °ELECTRICAL METER
a AND PANEL/ a y o~ o~ N a
o WATER AREA _ m ~ o d~ ~ ~
FM-01 EXISTING FENCE TO REMAIN 0 0
NEW FUEL~HOUSE DISPENSER DISPENSER HOSE W~ 100 FOOT HOSE W Na ' U
FC-02 NEW FIXED WALKWAY (BY OTHERS) X M p m W~Nm
NEW DISPENSER ISLAND 4'-0" MODIFY AS REQUIRED O a0a o
FOR NEW PLATFORM °~aU N0~ ~ ~3am
U~Mm
~ / I o / c N(A~a
N
~ ~ O V ~ 00 W ~ J 2
NEW HANDRAIL OLD LOCATION OF ELEV (570.4') (gY OTHERS) M ~ ~ ~ ~
ELECTRICAL METER AND NEW HINGED RAMP PANEL EXISTING GATE TO REMAIN (BY OTHERS) p N r ~
MODIFY AS REQUIRED FOR NEW PLATFORM = Z O
HIGH WATER U Q
NEW FENCE ADDITION ELEVATION HIGH WATER (BY OTHERS) (569.4) NEW HANDRAIL ELEVATION
EXISTING FENCE To REMAIN (569.4) MODIFY AS REQUIRED FOR NEW PLATFORM (BY OTHERS) m
m ~
c ~c U
100' DISPENSER ~ V ~ N L
NEW FENCE ADDITION HOSE LIMIT (BY OTHERS) EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN FE-D4 ~ (A ~ ~ U
DISCLAIMER
DISPENSER HOSE DOCUMENTS PREPARED BY
CORESTATES, INC. ARE TO BE USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR
WHICH THEY WERE PREPARED. ANY EXTENSION OF USE TD
SHORELINE OTHER PROJECTS, BY OWNER OR ANY OTHER PARTY, WITHOUT
FE-10 THE EXPRESSED, WRITTEN
FxISrING vFFDFR RooT PANEL TO REMAIN AUTHORIZATION OF CORESTATES, INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY OTHER THAN WHAT WAS
EXISTING BOAT SPECIFICALLY INTENDED, THE
HOUSE SUB PANEL TO REMAIN OWNER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL
RE-LOCATED RE-LOCATED RE-LOCATED EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING
u Sheet #
IGM-01

001 TANK SUMP PLAN scALE: i" _ ~'-o" 002 DISPENSER AND SUMP FRONT ELEVATION SCALE: 1" _ ~'-o" 003 DISPENSER AND SUMP SECTION N scALE: i" _ ~'-0" 004 BACKFILL REQUIREMENT DETAIL scALE: N.r.s. ~ ~ ~
Z Z Z W W W
~ Z ~ ~ ~
°(7~~~0
•~W~~~U
~ ~ ~ ~ W Z ~ W Z Z d W
~ W W 0
U U U
Z
FM-01
0 0 0 ~ ~ ~ ~ ~ ~ ~ NEW PMC PRODUCT N ~ N ~ ~ ~
DISPENSER N O r 0 0 ~
Q ~ ~ ~ ~ ~ ~ r N M ~ ~ r ~ 0 0
UNPAVED
FM-01
NEW PMC PRODUCT ASPHALT ~ ~ N O ~ O
DISPENSER FM-13
NEW TANK SUMP
CONCRETE E ~ ~ m
z
FM-40 J_ .z Q
EXISTING VAPOR
CAP AND ADAPTER W
FE-15 TO REMAIN FM-26 6, ~ ~ D
EXISTING TANK LEVEL 0 > ~ FM-34 P, MONITOR TO REMAIN NEW 1.5" UNION MIN. MIN: ~ N V
NEW FLEXING KIT ADAPTER MANUFACTURER'S APPROVED ~ ~ W N Op Z BACKFILL MATERIAL N
c• FM-37 a~ ~ FM-28
FM-14 FM-03 FM-14 EXISTING SUBMERSIBLE NEW FIBERGLASS FM-03 ~ Z ~ V ~ OJ 0 a ~ Z ~
ENTRY FITTING NEW PRODUCT DISPENSER NEW PRODUCT PUMP TO REMAIN SHEAR VALVE SHEAR VALVE DISPENSER # DENOTES 4" MIN. FOR 2" 4
~ FM-35 SUMP TOP SUMP TOP PRODUCT PIPING NATIVE SOIL 6" MIN. FOR 3" 0 ~ N L ~ C
NEW 2" SINGLE MANUFACTURER S APPROVED BACKFILL MATERIAL = Q L ~ n/ 0 W
WALL VENT PIPING 3/4" O /z" VIZ } U ~
FM-33 FM-02 va" ~ ~ ve- ~ O ~ N ~ W
NEW FLEXING KIT NEW DISPENSER PEA GRAVEL 1~B" TO 3~4" pillSHED CRAI~EL 1~B' T01~P" n/
SUMP SEE MANUFACTURER'S INSTRUCTIONS FOR ~ 0 ~ C
FM-02 FM-28 ADDITIONAL DETAILS AND COMPACTION ~ 3 r ~ SPECIFICATIONS. Z
FM-28 NEW DISPENSER NEW FIBERGLASS NOTE: CLEAN SAND CAN ALSO BE USED AS APPROVED BACKFILL U Q ENTRY FITTING IF APPROVED BY FRP PIPE MANUFACTURER. a
NEW FIBERGLASS FM-33 SUMP U ~
° ENTRY FITTING NEW FLEXING KIT r J FOR PRODUCT PIPING WARRANTY THE ~ ~ ~ _ BEDDING &BACKFILL MUST HAVE WRITTEN ~
Q ~ FM-29 ~ APPROVAL FROM PIPING MANUFACTURER.
Nz NEW 1.5" DOUBLE W N FM-33 MINIMUM MANUFACTURER'S Y
WALL UPP PIPING tis NEW FLEXING KIT BACKFILL REQUIREMENTS (PRODUCT PIPING) Q SCALE: N.T.S.
FM-29
NEW 1.5" DOUBLE
FE-26 -26 FM-26 FM_27 WALL UPP PIPING LL
NEW 12" SOLENOID NEB NOID NEW UPP TO MALE NEW UPP WELDED
VALVE ALVE NPT ADAPTER REDUCER /CLOSER
O
0 ~
Q
z
U
005 - SCALE: - 006 - SCALE: -
y~~
W o
Q
H
y oM O M N ~ r 0'1
0
W N~ ' fXh U
XMON
W f0 N N O a0~o
O ~ ~ NO~~
d
N(A «a UJCn c
~ 0 O V ~
M W ~ J 2
~ O N ~ ~ ~ ~
= Z O
~ a
m
m
U
~ (~j ~ ~ L ~ ~ ~ ~ V
DISCLAIMER
DOCUMENTS PREPARED BY CORESTATES, INC. ARE TO BE
USED ONLY FOR THE SPECIPC
PROJECT AND SPECIFIC USE FOR WHICH THEY WERE PREPARED.
ANY EXTENSION OF USE TO OTHER PROJECTS, BY OWNER
OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS OWN RISK. IF USED IN A WAY
OTHER THAN WHAT WAS
SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL CLAIMS AND LOSSES.
JSFeelp G
I

)07 PROPOSED GENERAL ARRANGEMENT BOAT HOUSE & FUELING AREA SCARE 1/8° = 1'-0° (NTS) FUEL SCOPE ITEMS AND SCHEDULE ~ ~ ~
Z Z Z
THERE ARE NO WELLS IN THE VICINITY. THERE IS NO INSTALL NEW DOUBLE WALL UPP PRODUCT PIPING FROM NEW W
ON SITE WATER SUPPLY ~ Z ~ ~ ~ UST SUMP TO NEW DISPENSER SUMP. (SEE DRAWING GM-01 o C7 ~ ~ ~ ~
FOR INFORMATION) a ~ 0 0
w U U ~ U
INSTALL NEW DISPENSER, CONTAINMENT SUMP, Z Z d W
CONCRETE ISLAND, AND CONCRETE APRON. ~ U U ~ U
INSTALL NEW TANK TOP EQUIPMENT, NEW TANK SUMP, NEW Z
PIPING CONNECTIONS, AND NEW ELECTRICAL CONDUIT FOR
3 EQUIPMENT. RE-USE SELECT PARTS AS DETAILED ON THE o 0 o r r
GM DRAWINGS. INSTALL CONCRETE OVER TANK, AS DETAILED ~ r N r GO ~
ON SHEETS GC-01 AND GC-02. ~ o r o o r p r r N M ~
FC-01 INSTALL TWO TRAFFIC BOLLARDS, AS DETAILED ON r r r o 0
3 FM-13 FM-05 4 SHEET Gc-o2, FoR PROTECTION aF THE ExISTING
FM-32 F"'STING 2500 GALLON UNDERGROUND VENT STACK. ~
STORAGE TANK TO REMAIN INSTALL NEW ELECTRICAL BOARD ON P05TS IN THE ~ ~ ~ o ~ o
LOCATION SHOWN. ENSURE THAT THE BOARD IS NO
FM-06 CLOSER THAN 20' TO THE NEW DISPENSER.
RELOCATE THE EXISTING MAIN ELECTRICAL PANEL AND
1 Ei Ei METER PAN. RECONFIGURE THE FUELING SYSTEM. INSTALL NEW SUB-PANEL FOR FUEL RELAYS, E-STOP
FM-32 RELAYS AND VEEDER ROOT CONDUITS
FM-09
FC-03 ~ (2) NEW BOLLARDS REINSTALL TWO NEW MAIN CONDUIT CONNECTIONS TO ~ ap BOAT HOUSE BUILDING, ONE VEEDER ROOT WIRING ~
FOR VENT -9 0 PROTECTION ~ CONNECTION AND ONE SUB FEED TO BOAT HOUSE W ~ ~
$7" o PANEL. ALL CONDUIT TO BE RIGID METAL ~ Q N N
0 0°' ~ ~ APPROX ELEVATION = 582.0 ° EXISTING 2' VENT FM-25 ; THROUGHOUT THE FUELING AREA. ALL coNDUIT To BE ~ Z ~ °U
d ~ ~ ~ e° e ae STACK TO REMAIN ~ d '0 U ~ ~ ~ _ LIQUID TIGHT BETWEEN THE FUEL AREA AND THE O Ja ~ Z FLOATING BUILDING. SEE DETAILS SHOWN ON THE GE J O p ~ ~
R ~ a _ _ Q ;m~ ~ DRAWINGS. ~ ~ N ~ C W ~
~ a ~ D ~ •e,~ nd - APPROX ELEVATION = 580.0 - Q ' n 9
D, o _ a UU~oo Oa _ _ _ O PATCH PREVIOUS DISPENSER LocATION To MATCH } U ~
~ _ ~ APPROX ELEVATION = 578.0 EXISTING DOCK. ~ =Z O W
N ~
~ y - .e ~ INSTALL (2) NEW E-STOP BUTTONS, ONE ON METER O ~ N ~ ~ ~ ~
i - (ti) BOARD AND ONE ON BOAT HOUSE IN MIDDLE OF ~ Z 3 ~ ~ REAR WALL OUTSIDE. Q
0 APPROX ELEVATION = 576.0 ~ A U ~ p ~
a INSTALL (51 NEW HOSE ROLLERS AS DIRECTED BY U N
gy o~ a ~ APPROX ELEVATION = 574.0 n' . - - ~ , 8 0 ° ~ THE PROJECT MANAGER. ROLLERS TO BE USED
I 0 _ DURING EXTRACTING AND RETRACTING OF THE FUEL HOSE
APPROX ELEVATION = 572.0 a °o ° °e ~s~ m ~ ~
n a ~ ° i o 0 9 ~
/ o APPROX ELEVAT70N 570.0 i e _ ` i
(9) EXISTING'PATH LIGHTS Td REMAIN
i r ARCHITECTURAL ~ C1VIL SCOPE ITEMS AND SCHEDULE
~ • I ~ ~ PROPOSED,' o do a LANDSCAPE TIES "..a ,
4
~ m g ° ~ e e EXISTING TREES ~ H) INSTALL LANDSCAPING TIES
~ pO d
INSTALL NEW (SAME WIDTH AS EXISTING) ASPHALT WALKWAY
ei B ~ °~°o ~ CS J TO NEW DISPENSER AREA. PAUE TO INSIDE EDGES OF NEW ~ J
n PROPdSED ASP~RALT SIDE APPROX CURRENT WATER LEVEL = 568.9 LANDSCAPING TIES. (WORK BY PETRO. CONTRACTOR)
WkLK ~ INSTALL NEW FIXED WALKWAY AT THE ELEVATION NOTED.
SHORELINE (BY DOCK MASTERS)
I
9 ~ ~9. D INSTALL NEW FLOATING DOCK ANCHOR POSTS AS
SHOWN. (BY DOCK MASTERS)
NEW GATE'ADDITION
(BY OTHERS) RELOCATE FLOATING DOCKS AS SHOWN. RECONFIGURE ~ ~ ~
NEW FENCE ADDITION E~ DOCKS AS REQUIRED. (BY DOCK MASTERS) ~ O
~BY OTHERS) NEW FENCE ADDITION
(BY OTHERS) EXISTING FENCE TO REMAIN ~ r / ~ \ NSTALL NEW HINGED RAMP AS SHOWN.
RELOCATED WATER AREA (BY DOCK MASTERS)
FE-04 g EXISTING PATh" g e' ~ LIGHTING RELOCATED EXISTING EXISTING FENCE TO REMAIN
~0 0 d; RELOCATED ~ POLE AND LIGHT ELECTRICAL METER FIXTURE
e AND PANEL 1 ' S HH y o~ o~ N a
oQ e w m ° °p ~ c ~ n d~ ~ ~
n a ° 6'-0" L EXISTING FENCE TO REMAIN. MODIFY AS REQUIRED FOR NEW PLATFORM NEW FUEL~HOUSE DISPENSER FM-01 0
W~ 100 FOOT HOSE W Na ' U
NEW DISPENSER ISLAND FC-02 NEW FIXED WALKWAY X M p m W~Nm
0 37'-0"f (BY OTHERS) OTHERS) - I 0 O a0a o
N DISPENSER HOSE 4'-0" °~aU N0~ ~ ~3am
U~Mm
B ° • ~ : , ELEV (570.9'> 9 C C I c N(A~a
I ~ 9
~ ~ o V ~
OLD LOCATION OF NEW HANDRAIL 00 W ~ J = M ~ ~ ~ ~
ELECTRICAL METER AND A ELEV (570.4') (BY OTHERS) ~ NEW HINGED RAMP PANEL " ' (BY OTHERS) ~ O N r ~
HIGH WATER EXISTING GATE TO REMAIN ELEVATION = Z O
MODIFY AS REQUIRED FOR NEW PLATFORM (569.4) rn U Q
NEW FENCE ADDITION •e, = HIGH WATER (BY OTHERS) EXISTING FENCE TO REMAIN NEW HANDRAIL o ELEVATION
MODIFY AS REQUIRED FOR NEW PLATFORM (gY OTHERS) > (569.4) m m
Hcv m ~
0 9 c ~c U
N F 100' DISPENSER ~ V ~ N L
NEW FENCE ADDITION EXISTING FENCE TO REMAIN HOSE LIMIT BY OTHERS EXISTING FENCE TO REMAIN FE-04 ~ ~ 9 p ~ cn o o U
8 DISCLAIMER
DISPENSER HOSE DOCUMENTS PREPARED BY
CORESTATES, INC. ARE TO BE USED ONLY FOR THE SPECIFIC
E ~ E PROJECT AND SPECIFIC USE FOR
WHICH THEY WERE PREPARED. ANY EXTENSION OF USE TD
SHORELINE D OTHER PROJECTS, BY OWNER OR ANY OTHER PARTY, WITHOUT
FE-, 0 THE EXPRESSED, WRITTEN
EXISTING VEEDER ROOT PANEL TO REMAIN AUTHORIZATION OF CORESTATES, INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY OTHER THAN WHAT WAS
EXISTING BOAT SPECIFICALLY INTENDED, THE
HOUSE SUB PANEL TO REMAIN OWNER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL
D
RE-LOCATED RE-LOCATED RE-LOCATED EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING
E
E E
E
Sheet #
PC-01

SECTION A
PIPING SPECIFICATIONS Z Z Z
1 GENERAL 4-1 PIPING SYSTEM LAYOUT W W W
IT IS REQUIRED THAT ONLY "CERTIFIED INSTALLERS BE USED FOR INSTALLATION OF THE UPP DETERMINE THE OPTIMUM PIPING LAYOUT. DISPENSERS ARE PIPED IN SERIES IN PRESSURE SYSTEMS. 4-3-6 INSTALL PF PIPING SYSTEM TO INSURE THAT PROPER PIPE FABRICATION, COUPLING AND INSTALLATION IS AFTER INSTALLING 4-3-6 INSTALL PRIMARY PIPE SECTIONS ~ ~ C~ C~C r C C ~ AFTER INSTALLING COUPLINGS ONTO A UPP PRIMARY PIPE SECTION, INSERT EACH END INTO Q. ~ Q
PERFORMED. "CERTIFIED INSTALLERS" ARE EQUIPPED WITH FACTORY MANUFACTURED COUPLING ALL PIPING RUNS MUST BE CONTINUOUS WITH ALL PIPING CONNECTIONS CONTAINED WITHIN A SUMP. THE APPROPRIATE EQUIPMENT AND INSTALLATION TOOLS AND HAVE RECEIVED FACTORY TRAINING BY A UPP TYPICAL PRESSURE PIPING LAYOUTS INCLUDE A SINGLE SERIES LAYOUT AND A DUAL LINE SERIES LAYOUT. THE APPROPRIATE CONTAINMENT SUMP THROUGH THE ENTRY FITTING. ~ W
REPRESENTATIVE ON THE PROPER INSTALLATION AND TESTING PROCEDURES. PRIMARY AND SECONDARY PIPING SHALL BE THE UPP PIPING SYSTEM BY UPP. THIS ENVIRONMENTALLY SAFE, IMPORTANT: UPP PIPING SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH ALL IMPORTANT: PRIOR IMPORTANT: PRIOR TO CONNECTING THE PRIMARY PIPE COUPLINGS TO THE PRIMARY PIPE, N ~ ~ ~ W Z
FLEXIBLE UNDERGROUND PIPING SYSTEM PROVIDES CONTINUOUS PIPING RUNS BETWEEN UNDERGROUND PREVAILING FEDERAL, STATE, LOCAL CODES AND ALL APPLICABLE UPP INSTALLATION INSTALL THE AP PR STORAGE TANKS AND THE PRODUCT DISPENSERS MAKING CONNECTIONS ONLY WITHIN CONTAINMENT INSTRUCTIONS. wsTALL rHF APPROPRIATE TEST eooTS ovFR rHF FNO of THE PIPE SECTION p ~ W W ~ W
SUMPS WHICH ARE ACCESSIBLE FROM THE SURFACE FOR ROUTINE INSPECTION AND FUTURE MAINTENANCE. INSPECT THE LENG UPP PIPING OFFERS A UNIQUE DESIGN, HAVING BOTH THE INNER PRIMARY SUPPLY PIPE WHERE REPAIRS ARE FOUND TO BE REQUIRED DURING CONSTRUCTION, AFTER TESTING OR INSPECTION, CORRECTLY IN THE INSPECT THE LENGTH OF PIPE BETWEEN CONTAINMENT SUMPS TO MAKE SURE IT IS POSITIONED J J CORRECTLY IN THE TRENCH. IF PIPING RUNS MUST BE CROSSED, REFER TO MANUFACTURER'S ~
AND OTHER SECONDARY CONTAINMENT PIPE ALL IN ONE THE DEFECTIVE PORTION OF THE PIPING SHALL BE REMOVED AND REPLACED WITH APPROPRIATE NEW SPECIFICATIONS FO PIPE AND FITTINGS. SPECIFICATIONS FOR PIPE CLEARANCES,
TEST BOOTS ARE I 4-2 PIPING TRENCH AND PIPE BURIAL REQUIREMENTS TEST BOOTS ALLOV TEST BOOTS ARE INSTALLED INSIDE THE SUMP ON THE ENDS OF EACH PIPE SECTION. THE TEST BOOTS ALLOW AIR PRESSURE INTEGRITY TESTING OF THE SECONDARY PIPE BY
PRODUCT PIPING IS TO BE L5" DIA. DOUBLE WALL UPP PRIMARY FUEL PIPE. ISOLATING THE IN TI 4-2-1 PIPING TRENCH REQUIREMENTS THE PRIMARY PIPE ISOLATING THE INTERSTITIAL SPACE BETWEEN THE ACCESS PIPE OR JACKET AND O O O ~ ~ THE PRIMARY PIPE. PORTS ON THE TEST BOOTS ARE USED TO CONNECT TEST JUMPER ~ ~ ~ ~ ~ ~
TUBES BETWEEN PI WHERE FLEX CONNECTORS ARE COMPLETELY CONTAINED (NOT IN CONTACT WITH GROUND WATER, NATIVE SOIL -MINIMUM SEPARATION BETWEEN PIPES : 6" RUN TO BE AIR TE TUBES BETWEEN PIPE SECTIONS TO ALLOW THE ENTIRE INTERSTITIAL SPACE ON A PIPE r (V r pQ ~ RUN To BE AIR TESTED SIMULTANEOUSLY. ~ O ~ O O ~
OR BACKFILL MATERIAL), FIRE SAFE STAINLESS STEEL CONNECTORS ARE ACCEPTABLE. -MINIMUM SEPARATION BETWEEN PIPE AND TRENCH WALL : 6° TIGHTEN THE ENTR WHERE FLEX CONNECTORS ARE NOT COMPLETELY CONTAINED, ONLY ANTI-CORROSION CONNECTORS MAY -MINIMUM BENDING RADIUS - DIRECT BURY SYSTEMS : 35" HAS BEEN COMPLE Q ~ ~ ~ ~ ~ TIGHTEN THE ENTRY FITTING BAND CLAMPS SECURELY AFTER THE INSTALLATION PROCESS ~ ~ N M ~
BE USED. -MINIMUM BENDING RADIUS - RETRACTABLE SYSTEMS : 35" ~ ~ ~ 0 0 HAS aFFN coMPLFTFo
-TRENCH BOTTOMS MUST BE UNIFORM AND CONTAIN A BEDDING LAYER OF AT LEAST 6" OF 4-3-7 TEST PRIMi THE GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FDR PROPER HANDLING AND INSTALLATION OF APPROVED BACKFILL PLAN AIR PRESSUF 4-3-7 TEST PRIMARY PIPE LINES PLAN AIR PRESSURE TESTING CAREFULLY, AND USE ALL UUE CAUTION. REGULATED AIR
THE UPP PIPING SYSTEM, THE GENERAL CONTRACTOR SHALL INSURE THAT GOOD WORKMANSHIP AND -A MINIMUM SLOPE OF 1~8" PER FOOT MUST BE MAINTAINED. (REFER TO LOCAL CODE REGULATIONS FOR PRESSURE SOURCE CONSTRUCTION PROCEDURES ARE FOLLOWED THROUGHOUT THE INSTALLATION, REGARDLESS OF SPECIFIC SLOPE REQUIREMENTS) ALWAYS USE CALIE PRESSURE SOURCES MUST BE AULE TO CHARGE LINES GRADUALLY UP TO TEST PRESSURES. ALWAYS USE CALIBRATED GAUGES WITH APPROPRIATE SCALE READINGS,
INCLUSION OR OMISSION OF ANY APPLICABLE SUGGESTION IN THESE INSTRUCTIONS OR ON THE DRAWINGS, 4-2-2 PIPE BURIAL REQUIREMENTS -ISOLATE THE TAN ~ ~ ~ ~ ~ ~ -ISOLATE THE TANKS BY CLOSING THE PUMP BALL VALVES OR REMOVING THE PRIMARY
UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THESE INSTRUCTIONS ARE THE RESPONSIBILITY -UNPAVED SURFACE - PROVIDE A MINIMUM OF 18" OF APPROVED BACKFILL MATERIAL BETWEEN PIPE COUPLING FR( -OPEN THE POPPE PIPE COUPLING FROM THE PUMP OUTLET AND CAPPING IT OFF. -OPEN THE POPPET ON, AND PLUG EACH EMERGENCY SHEAR VALVE IN EACH LINE.
OF THE CONTRACTOR, MANUFACTURERS SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE THE TOP OF THE UPP PIPING AND UNPAVED SURFACES. -CONNECT A PRES PRESENCE OF THE OWNER'S OR MANUFACTURERS REPRESENTATIVE AT AN INSTALLATION SITE DOES NOT -ASPHALT SURFACE - PROVIDE A MINIMUM OF 8" OF APPROVED BACKFILL BETWEEN THE TOP OF EMERGENCY SHEA RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR A PROPER INSTALLATION, THE UPP PIPING AND THE BOTTOM OF A 4" MINIMUM DEEP ASPHALT SURFACE. -SLOWLY PRESSU -CONCRETE SURFACE - PROVIDE A MINIMUM OF 6" OF APPROVED BACKFILL MATERIAL BETWEEN -LEAVE TEST LINE' -coNNFCr A PRESSURE cnucF (o-TOO Pslc) To rHF TEST PoRr oN oNF aF rHF EMERGENCY SHEAR VALUES IN EACH LINE.
-SLOWLY PRESSURIZE EACH LINE TO A MAXIMUM OF 60 PSI G. UO NOT EXCEED 75 PSTG. -LEAVE TEST LINES PRESSURIZED FOR AT LEAST 1 HOUR TO DETECT LEAKS IN THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SAFEGUARDING OF THE INSTALLATION AND THE TOP OF THE UPP PIPING AND THE BOTTOM OF A 4" MINIMUM DEEP REINFORCED CONCRETE PRIMARY PIPING. MATERIALS AND EQUIPMENT STORED ON THE SITE TO PREVENT THEFT, VANDALISM OR DAMAGE. SURFACE. PRIMARY PIPING.
2 SCOPE OF WORK 4-2-3 APPROVED BEDDING AND BACKFILL MATERIALS 4-3-9 BACKFILL 4-3-9 BACKFILL
BACKFILL THE UPP THE PIPING SYSTEM TO BE INSTALLED UNDER THIS SECTION WILL INCLUDE PRODUCT AND VENT PIPING -ROUNDED PEA GRAVEL WITH A MINIMUM DIAMETER OF 1~8° AND A MAXIMUM DIAMETER OF 3~4°. DO NOT DUMP BAL BACKFILL THE UPP PIPING SYSTEM ONLY AFTER SYSTEM TESTING HAS BEEN COMPLETED. Z DO NOT DUMP BACKFILL DIRECTLY ONTO PIPES OR UP AGAINST SUMPS. BEGIN BY CAREFULLY Q W
AND APPLICABLE VAPOR PIPING AS SHOWN ON THE PLANS OR COVERED IN THE ADDENDA TO THESE -CRUSHED STONE OF THE FREE FLOWING TYPE WITH AN ANGULAR STONE SIZE BETWEEN 1~8" AND 1~2°. HAND SHOVELING SPECIFICATIONS.INCLUDED ARE APPROPRIATE CONNECTIONS AND APPURTENANCES TO THE INSTALLED (MEETS ASTM C-33 PARAGRAPH 9.1 REQUIREMENTS) MAINTAIN THE NEC HAND SHOVELING SELECT BACKFILL BETWEEN ONTO THE OUTSIDE OF THE PIPES TO MAINTAIN THE NECESSARY MINIMUM SEPARATION BETWEEN THE PIPES AND DISTANCE ~ ~ W Z
EQUIPMENT IN THE COMPLETE SYSTEM, E. G. UNDERGROUND TANKS, PUMPS, DISPENSERS AND INDICATED FROM THE WALLS i VAPOR CONTROL OR RECOVERY EQUIPMENT, CONTRACTOR SHALL REFER TO THE PLANS FOR THE 4-3 UPP PIPING SYSTEM INSTALLATION DISTURBING THE S ORIENTATION OF CONNECTIONS AT TANKS AND PIPE CHASES FOR PIPING. FROM THE WALLS OF THE TRENCH, CAREFULLY BACKFILL THE TRENCHES TO AVOID DISTURBING THE SPACING OR SLOPE OF THE PIPING.
UPP PIPING SYSTEMS CAN BE INSTALLED IN VARIOUS CONFIGURATIONS INCLUDING: 4-3-10 COMPLETE 4-3-10 COMPLETE THE UPP INSTALLATION CHECKLIST AND REGISTER THE SITE ~ ~ ~ ~ ~
3 PIPING MATERIALS COMPLETE THE UPI - DIRECT BURIAL DOUBLE WALL PIPE A COPY OF THE SI COMPLETE THE UPP INSTALLATION CHECKLIST, AND MAIL OR FAX IT TO UPP ALONG WITH Z _O A COPY OF THE SITE LAYOUT PLAN. ~ ~ ~ O Z Y/ Z
PRODUCT PIPING SHALL BE UL 971 LISTED.
UNDERGROUND VENT PIPING SHALL BE 2" SW PIPING 6-1 FLEXIBLE CONI AS MANUFACTURED BY UPP. THE UPP ENTRY FITTINGS AND TEST BOOTS REQUIRED WILL VARY DEPENDING ON WHICH SYSTEM IS TO BE FLEXIBLE CONNECTi 6-1 FLEXIBLE CONNECTORS O O LL O Z O Q FLEXIBLE CONNECTORS ARE TO BE USED BETWEEN RISERS UNDER EACH DISPENSER AND SEMI RIGID LNL
INSTALLED (REFER TO THE UPP PRICE BOOK FOR SPECIFIC ORDERING SPECIFICATIONS). ALL UPP PIPING PIPE RUN AS REOI FLEXIBLE CONNECTORS ARE STANDARD STAINLESS STEEL AND ARE TO BE APPROVED BY THE OWNER IS SHIPPED IN CONTINUOUS ROLLS AND IS TYPICALLY MEASURED AND CUT TO LENGTH AT THE JOB SITE. 7-~ PRODUCT, VEA PIPE RUN AS REQUIRED. ~ N N ~ H m
AND OR HIS REPRESENTATIVE. PIPE MUST BE PROTECTED FROM DAMAGE BEFORE AND DURING INSTALLATION. A MINIMUM SLOPE 7-1 PRODUCT, VENT PIPING -SLOPE OF LINES ~ Q ~ ` ~ j J A MINIMUM SLOPE OF 1~8° PER FOOT DOWN TOWARD THE TANKS IS REQUIRED IN ALL / ~ ~..i
4 PIPING INSTALLATION UNDERGROUND PR UPP DIRECT BURY SYSTEMS CONSIST OF A DOUBLE WALL PRIMARY PIPE INSTALLED DIRECTLY SLOPE SHOULD BE UNDERGROUND PRODUCT, VENT PIPING. HOWEVER, THE MAXIMUM AVAILABLE ~ V ~ ~ O SLOPE SHOULD BE USED WITHIN REQUIREMENTS FOR COVER AND PIPING AND DEPTH OF
STORAGE AND HANDLING, STRINGING, JOINING, LAYOUT AND PREPARATION FOR INSTALLATION, CUTTING, IN THE PIPING TRENCH. AN OUTER PIPE FORMS AN INTERSTITIAL SPACE THAT PROVIDES SECONDARY TANKS. PIPE COVET TANKS. PIPE COVER REQUIREMENTS ARE DETAILED IN THE DRAWINGS, PIPING WILL BE ~ I INSTALLED ON PRE-GRADED COMPACTED BED MATERIAL
SPLICING, AND~OR ADAPTING TO STEEL PIPING OR FLEXIBLE CONNECTORS SHALL BE IN ACCORDANCE CONTAINMENT. INSTALLED ON PRE WITH MANUFACTURERS INSTRUCTIONS OR RECOMMENDATIONS. CONTRACTOR MUST BE FAMILIAR WITH NO SUPPORT OR S NO SUPPORT OR SPACING MATERIAL OTHER THAN THE BED AND BACKFILL SHALL BE O ~ N ~ Z Z LEFT IN CONTACT WITH THE PIPING. THIS METH 00 OF INSTALLATION SHOULD PREVENT ~ N ~ O
SUCH PRACTICES AND PROCEDURES AND FOLLOW SAME UNLESS CERTAIN INSTRUCTIONS WHICH ARE 4-3-1 TANK SUMP/DISPENSER SUMP/ENTRY FITTING INSTALLATION LEFT IN CONTACT SPECIFICALLY COVERED IN THESE SPECIFICATIONS, LE. PIPE BURIAL, SEEM TO BE IN VARIANCE. IN SUCH THE POSSIBILITY 01 THE POSSIBILITY OF ANY SAGS OR HUMPS WHICH WOULD TRAP THE LINES. ~ ~ ~ LO ^
CASE, THESE SPECIFICATIONS 1M LL BE FOLLOWED. SET THE TANK AND DISPENSER SUMPS, AND INSTALL ENTRY FITTINGS. r LPL
SEMI RIGID PIPE TURNS FOR SECONDARY CONTAINMENT PIPING SHALL NO BE LESS THAN 35" BEND RADIUS. -TANKS SUMPS ARE AVAILABLE IN VARIOUS HEIGHTS AND ARE FIELD ADJUSTABLE TO ACCOMMODATE VARYING TANK BURIAL DEPTHS. TANK SUMPS ARE ALSO AVAILABLE IN DIAMETERS FOR USE WITH BOTH 36" UZ~ ~ ~ z~
PIPING TRENCHES SHOULD BE CUT WITH SWEEPING TURNS OR 45 DEGREE ANGLES. AND 42" MANHOLES. -DISPENSER SUMPS ARE CUSTOM DESIGNED TO MATCH THE FOOTPRINT OF EACH PARTICULAR DISPENSER
FOR SEMI RIGID PIPING SYSTEMS WHICH HAVE PIPING CROSSOVERS, A MINIMUM OF 6" OF PEAGRAVEL MUST MODEL. SEPARATE THE CROSSING PIPES. -ENTRY FITTINGS ARE AVAILABLE IN BONDED MODELS AND IN VARIOUS SIZES. ~ ~
ALL SEMI RIGID PIPING RUNS MUST BE CONTINUOUS, EACH BEGINNING AND ENDING WITHIN A 4-3-3 MEASURE AND CUT PRIMARY PIPE
CONTAINMENT SUMP. BEFORE CUTTING ANY PIPE SECTIONS, MEASURE AND RECORD ALL PIPING RUNS ON THE o~
ALL UNCONNECTED PIPE STUBS OR RUNS SHALL BE PROTECTED DURING CONSTRUCTION AGAINST THE SITE LAYOUT PLAN. INTRUSION OF NATIVE SOIL OR OTHER FOREIGN MATERIAL IN THE PIPING SYSTEM. PROTECTIVE CAPS USED IN
SHIPPING THE PIPE ARE SUITABLE IF TAPED IN PLACE. -PRIMARY PIPE - MEASURE AND RECORD THE FACE TO FACE DISTANCE BETWEEN CORRESPONDING PRIMARY PIPE FITTINGS INSIDE EACH SUMP FOR EACH PIPING RUN.
IMPORTANT: PLEASE READ ALL WARNINGS AND FOLLOW THE INSTALLATION INSTRUCTIONS COMPLETELY BE SURE TO LAY THE TAPE MEASURE IN THE PIPING TRENCH AND CAREFULLY. FAILURE TO DO SO MAY CAUSE PRODUCT FAILURE, OR RESULTIN ENVIRONMENTAL ALONG THE EXACT PATH THAT THE PIPE IS TO FOLLOW AND AT ALL TIMES MAINTAIN MINIMUM BEND RADIUS
CONTAMINATION OUE TO LIQUID LEAKAGE INTO THE SOIL, CREATING HAZARDOUS SPILL CONDITIONS. -EXTEND THE PRIMARY PIPE COIL IN A STRAIGHT LENGTH AND MARK AND LABEL ALL THE PIPE SECTIONS ACCORDING TO THE MEASUREMENTS TAKEN IN THE PREVIOUS STEP. DO NOT TRY TO MEASURE AND MARK
WARNING-DANGER: USING ELECTRICALLY-OPERATED EQUIPMENT NEAR GASOLINE OR GASOLINE THE PIPE AS IT COMES OFF THE REEL. VAPORS MAY RESULTIN FIRE OR EXPLOSION, CAUSING PERSONAL INJURY AND PROPERTY DAMAGE. -CUT THE PIPE USING A UPP PIPE CUTTING TOOL OR A HACKSAW. ALL PRIMARY PIPE CUTS MUST BE W
BE SURE THAT THE WORKING AREA IS FREE FROM SUCH HAZARDS, AND ALWAYS USE PROPER CLEAN AND SQUARE BEFORE INSTALLING PIPE COUPLINGS. PRECAUTIONS.
4-3-4 REMOVE JACKET FROM PIPE ENDS
THE JACKET ON THE PIPE MUST BE STRIPPED OFF THE END OF EACH PIPE SECTION BEFORE ATTACHING THE PRIMARY PIPE COUPLINGS. USE ONLY THE UPP DOUBLE WALL CUTTING TOOL TO 0
REMOVE THE JACKET SECTION.
4-3-5 ATTACH COUPLINGS TO PRIMARY PIPE NPT THREADS ARE USED ON ALL FITTINGS AND SHOULD BE SEALED WITH A TEFLON-BASED, GAS AND OIL J
RESISTANT PIPE SEALANT. WHEN COMPLETING THE INSTALLATION OF A CLAMSHELL FITTING, TIGHTEN THE CLAMPS SO THAT THEY ARE METAL TO METAL.
Q
SECTION B
START-UP AND CALIBRATION NOTES I
0.0 GENERAL NOTES 3.DD INVENTORY/LEAK DETECTION SYSTEM 4.00 PIPING FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS U COMBUSTIBLE LIQUIDS 5.00 VAPOR RECOVERY COMPONENTS
NOTE: A SCOPE: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MISCELLANEOUS A GENERAL: THE CONTRACTOR SHALL INSTALL THE NEC FALL INSTALL THE NECESSARY PIPING FOR THE PROPER INSTALLATION OF VAPOR RECOVERY COMPONENTS IS ESSENTIAL TO ASSURE ~ ~ ~
FUEL CONTRACTOR RESPONSIBLE FOR DISPENSER AND SYSTEM START-UP AND MATERIALS FORA COMPLETE INSTALLATION OF THE INVENTORY~LEAK DETECTION HANDLING OF THE FLAMMABLE AND COMBUSTIBLE LIOL CALIBRATON SYSTEM. THE SYSTEM TO BE INSTALLED IS A UST MONITORING SYSTEM AS ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSDC aND COMBUSTIBLE LIQUIDS (MOTOR FUELS) IN THE OVERALL STAGE I AND II VAPOR RECOVERY SYSTEMS CAN BE CERTIFIED TD RE PROTECTION ASSDCIATIDN (NFPA) CODES: REDUCE THE EMISSIONS OF VOLATILE ORGANIC COMPOUNDS TO THE ATMOSPHERE.
1.00 MOTOR FUEL DISPENSING PUMPS MANUFACTURED BY THE VEEDER-ROOT COMPANY, 125 POWEDER FOREST DRIVE, NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS COD SIMSBURY CDNNETICUT 0607D. AUTOMOTIVE AND MARINE SERVICE STATION CODE; STS BUSTIBLE LIQUIDS CODE; AND NFPA 3DA, STAGE I VAPOR RECOVERY RELATES TO THE TRANSFERRING OF GASOLINE FRDM THE CE STATION CODE; STATE AND LOCAL CODES, VEHICLE TANK TRUCK TO THE UNDERGROUND STORAGE TANK. STAGE II VAPOR
A SCOPE: THE MOTOR FUEL DISPENSING PUMPS WILL BE INSTALLED BY THE UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS, ALL WORK SHALL THE SCOPE OF WORK, CONSTRUCTION DRAWINGS AND CTION DRAWINGS AND THE CONSTRUCTTON RECOVERY RELATES TO TRANSFERRING FROM THE UNDERGROUND TANK TO THE G EARTHWORK SPECIFICATIONS ARE CONSIDERED MOTOR VEHICLE FUEL TANK AT THE PUMP AREA.
CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION DOCUMENTS, BE DONE IN ACCORDANCE WITH NFPA CODE 7Q NATIONAL ELECTRICAL CODE, AND SPECIFICATIONS. THE FOLLOWING EARTHWORK SPECIFIC THE SCOPE OF WORK, AND THE CONSTRUCTON DRAWINGS AND CONSTRUCTION NFPA CODE 30A, AUTOMOTIVE AND MARINE SERVICE STATION CODE INDUSTRY MINIMUMS FOR PIPING INSTALLATION AND A SPECIFICATIONS. PIPING MANUFACTURER REQUIREMENTS THAT ARE MOR INSTALLATION ANO ARE SUBJECT TO ANY MEATS THAT ARE MORE STRINGENT. A VAPOR OR VENT UNDERGROUND PIPING: THE MATERIAL OF CONSTRUCTION
B SYSTEM DESCRIPTION~INSTALLATION: THE UST MONITORING SYSTEM INCLUDES 1 TRENCH EXCAVATION: EXCAVATE FOR THE INSTALLATI T FOR THE INSTALLATION OF PIPING ANO FOR ALL UNDERGROUND PIPING AND FITTINGS FOR HANDLING OF FLAMMABLE ANO ;TIONS, SUCH AS BROKEN CONCRETE, COMBUSTIBLE LIQUID MOTOR FUEL VAPORS SHALL BE FIBERGLASS REINFORCED
B REMOTE DISPENSING ISLAND: WHERE INDICATED IN THE SCOPE OF WORK, FEATURES THAT IMPROVE THE ABILITY TO CONTROL INVENTORIES, ACCURATELY APPURTENANCES. ALL OBSTRUCTIONS, SUCH AS BRON REMOTE MOTOR FUEL DISPENSING ISLANDS SHALL BE INSTALLED IN ACCORDANCE RECONCILE SHIFT AND DAILY TOTALS, IDENTIFY LEAKS, AND WARN OF TANK TREE ROOTS, AND OTHER FOREIGN MATERIAL OF ANY 3N MATERIAL OF ANY TYPE SHALL BE PLASTIC CONFORMING TO UNDERWRITER LABORATORY (UL) 971 COMPATIBLE WITH THE STORED LIQUIDS. ANY UST OR UST COMPARTMENT STORING CLASS 1A LI4UIDS
WITH THE MANUFACTURER'S INSTALLATION DOCUMENTS AND THE CONSTRUCTION OVERFILLS. THESE FEATURES ARE PROGRAMMABLE AND CAN BE SET TD REMOVED FROM THE SITE. DRAWINGS AND SPECIFICATIONS. MATCH OPERATING REQUIREMENTS. THE DESIGN IS MODULAR, WHICH ALLOWS EACH 2 REMOVAL OF WATER: PROVIDE AND MAINTAIN AMPLE SYSTEM TO BE CONFIGURED WITH MONITORING INPUT AND OUTPUT CAPABILITIES AT ALL TIMES TO REMOVE AND DISPOSE OF ALL WATE AND MAINTAIN AMPLE MEANS AND DEVICES SHALL BE EQUIPPED WITH VENTING DEVICES THAT ARE NORMALLY CLOSED EXCEPT DISPOSE OF ALL WATER ENTERING THE WHEN VENTING UNDER PRESSURE OR VACUUM CONDITIONS.
C FILTERS. CONTRACTOR SHALL FURNISH AND INSTALL FILTERS FOR EACH ACCORDING TD THE SPECIFIC NEED. TRENCH DURING THE PROCESS OF PIPE LAYING. THE JF PIPE LAYING. THE TRENCH SHALL 8E ~ VG AND JOINTING ARE COMPLETE 1 PRIMARY FRP PIPING, ~ O~ N
GASOLINE AND DIESEL DISPENSER~PUMP. ACTIVATE EACH PRODUCT ON EACH THE CONFIGURATION SPECIFIED HERIN CONSISTS OF A MONITORING CONSOLE WITH KEPT DRY UNTIL THE PIPE LAYING AND JOINTING ARE DISPENSER AND INSPECT FILTER FOR LEAKS. ALLOW APPROXIMATELY 1D0 GALLONS INTEGRAL PRINTER AND COMMUNICATIONS MODULE, MAGNETOSTRICTIVE PROBES PREVENT TRENCH WATER, DUST, DIRT, DEBRIS, INSECT; DIRT, DEBRIS, INSECTS ANO ANIMALS A. MATERIAL -ALL SINGLE WALL OR PRIMARY FIBERGLASS REINFORCED N ~ =N PIPE LAYING IS NOT IN PROGRESS, PLASTIC (FRP) PIPING SHALL BE RED THREAD II, AS MANUFACTURED ~ ~
OF PRODUCT TO FLOW THROUGH THE FILTER, THEN REMOVE AND REPLACE WITH NEW FDR INVENTORY CONTROL, PIPING SUMP LEAK SENSORS AND HYDROSTATIC LEAK FROM ENTERING THE PIPE. WHEN PIPE LAYING IS NOl FILTER BEFORE LEAVING SITE FILTERED PRODUCT TO BE REPLACED BACK INTO TANK SENSORS FOR INTERSTITIAL MONITORING OF THE STORAGE TANKS. IN ADDITION TO INCLUDING THE NOON HOUR, THE OPEN ENDS OF PIPE E OPEN ENDS OF PIPE SHALL BE CLOSED, BY SMITH FIBERGLASS PIPE DIVISIDN, BDRKBURNETT, TEXAS, 76354 GRADE THE BOTTOM OF THE TRENCH BY OR APPROVED EQUAL. THE PIPE SHALL BE FILAMENT WOUND W
IT WAS REMOVED FROM. AUDIBLE AND VISUAL ALARM INDICATORS AT THE CONSOLE PANEL, AN EXTERIOR- 3 TRENCH BASE AND BACKFILLING. GRADE THE BOTTON MOUNT AUDIBLE~UISUAL ALARM PROVIDES TANK OVERFILL PROTECTION. HAND TO THE LINE AND GRADE TO WHICH THE PIPE S TO WHICH THE PIPE SI TO BE LAID, WITH FIBERGLASS REINFORCED EPOXY WITH AN INTEGRAL EPOXY LINER AND ~ ~ ~ E THICKNESS AND FOR PEA GRAVEL. REMOVE EXTERIOR COATING. PIPE SHALL BE DESIGNATED RTRP11 CZ OR EQUAL, S
D CONTAINMENT SUMP: THE CONTRACTOR SHALL FURNISH AND INSTALL A PROPER ALLOWANCE FOR PIPE THICKNESS AND FOR P LIQUID-TIGHT CONTAINMENT SUMP BELOW EACH DISPENSING PUMP THAT IS C LEAK DETECTION PROGRAMMING: THE VEEDER-ROOT MUST BE PROGRAMMED HARD SPOTS THAT WOULD PREVENT A UNIFORM THICK 'ENT A UNIFORM THICKNESS OF BEDDING. PER ASTM D-2310. PIPE SHALL BE MANDFACTURED TO STEEL PIPE CF THE PIPE, CHECK CAREFULLY THE OUTSIDE DIAMETER DIMENSIONAL OD TOLERANCES. PIPE SHALL HAVE A ~ ~ ~ ~
INSTALLED ON A PUMP ISLAND. INSTALL IN CONFORMANCE WITH THE CONSTRUCTION WITH THE FOLLOWING PARAMETERS AT A MINIMUM: BEFORE LAYING EACH SECTION OF THE PIPE, CHECK C DRAWINGS AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL - PROPER TANK SIZE, PRODUCT, AND GALLONAGE GRADE AND CORRECT ANY IRREGULARITIES FOUND. Th xmod SULARITIES FOUND. THE TRENCH BOTTOM MINIMUM PRESSURE RATING OF 150 PSI. THE CONTRACTOR SHALL 8E ~ W t0 M N D UNIFORM BEARING AND SUPPORT FOR CERTIFIED BY THE MANUFACTURER TO INSTALL A FRP PIPING SYSTEM, ~ O ~ 0
CONTAINMENT SUMPS MUST BE HYDROSTATICALLY TESTED BY A THIRD PARTY BEFORE 2. - WATER LEVEL WARNING AT 25" SHALL FORM A CONTINUOUS AND UNIFORM BEARING A BEING BACK FILLED. ALL REPAIRS ARE TO BE SUBMITTED TO THE GENERAL CONTRACTOR 3. - HIGH WATER LEVEL LIMIT AT 3.D° THE PIPE AT EVERY POINT B. FITTINGS -ALL SINGLE WALL OR PRIMARY FRP PIPING FITTINS AND ~ IO FITTING SHALL BE CAREFULLY INSPECTED MISCELLANEOUS PIPING APPURTENANCES SHALL BE RED THREAD II ~ ~ ~ ~
AND THE OWNER'S REPRESENTATIVE. 4. - OVERFILL LIMIT - 95% 4 PIPE HANDLING: EACH PIPE AND FITTING SHALL BE C 5. - HIGH PRODUCT LEVEL - 90% BEFORE THE EXPOSED PIPE OR FITTING IS INSTALLED i FITTING IS INSTALLED OR THE BURIED AS MANUFACTURED BY SMITH FIBERGLASS PIPE DIVISION, ~ ~ ~ TO THE TRENCH. THE PIPING ~ 0 ~ ~
E METER CALIBRATION, THE CONTRACTOR SHALL CALIBRATE AND SEAL NEW 6. - DELIVERY LIMIT - 30% OR SITE-SPECIFIC PIPE OR FITTING IS LOWERED INTO THE TRENCH. DISPENSING METERS IN ACCORDANCE WITH LOCAL WEIGHTS AND MEASURES - LOW PRODUCT LEVEL - SITE-SPECIFIC USE PROPER IMPLEMENTS AND TOOLS FOR THE SAFE TOOLS FOR THE SAFE AND PROPER FITTINGS AND APPURTENANCES SHALL BE COMPRESSION MOLDED OR ~ U ~ ~ N '.EFULLY HANDLE PIPE IN SUCH FILAMENT WOUND FIBERGLASS REINFORCED EPOXY, BELL AND SPIGOT ~ ~ m a
REGULATIONS. SET THE DELIVERY CALIBRATION AS CLOSE TO "ZERO" AS POSSIBLE. 8, - SUDDEN LOSS LIMIT - 25 GALLONS PROTECTON DF THE PIPE. CAREFULLY HANDLE PIPE I THE CONTRACTOR MUST RETURN ALL MOTOR FUEL USED IN THE CALIBRATION OF A MANNER AS TO AVOID ANY PHYSICAL DAMAGE TO 1 HYSICAL DAMAGE TO THE PIPE. DO NDT ENDS, MATERIALS SIMILAR TO ANO COMPATBLE WITH PIPE MATERIAL. ICHES UNDER ANY CIRCUMSTANCES, A FITTING SHALL HAVE THE SAME OR GREATER PRESSURE RATING AS
THE DISPENSING PUMP METERS BACK TO THE APPROPRIATE STORAGE TANK. THE DROP OR DUMP PIPE INTO TRENCHES UNDER ANY CIRI CONTRACTOR MUST PROVIDE WRITTEN DOCUMENTATION ON THE FLOW RATE OF 9. - ALL LIQUID SENSORS SHALL BE IDENTIFIED AS TO THEIR LOCATION. IF MULTIPLE SPECIFIED FOR ADJOINING PIPE. THE CONTRACTOR SHALL BE CERTFIED ALL UNDERGROUND PIPING AND BY THE MANUFACTURER TO INSTALL A FRP PIPING SYSTEM. ~ ~ O ~ O
EACH NOZZLE. SENSORS ARE USED, CONTRACTOR WILL POST A LAMINATED DRAWING ADJACENT B UNDERGROUND PRODUCT PIPING: ALL UNDERGROUND TO THE MONITOR TO INDICATE THE LOCATION OF THE SENSORS BY NAME AND FITTINGS FDR THE HANDLING OF FLAMMABLE AND COM FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUELS C. ADHESIVE -ADHESIVE FOR JOINING COMPONENTS SHALL BE THE r TO UNDERWRITERS LABORATORY MANUFACTURER'S RECOMMENDED SEALANT AND SHALL BE USTED WITH (Y~ W ~ ~ 2
F TESTING: THE CONTRACTOR SHALL PERFORM THE FOLLOWING ELECTRICAL NUMBER. SHALL BE DW FRP CONFORMING TO UNDERWRITERS LA CIRCUIT TESL (U L) 971. THE PIPING SYSTEM SHALL BE COMPRISED SHALL BE COMPRISED OF A PRIMARY FUEL UNDERWRITER'S LABORATORIES INC. FOR USE IN NON-METAWC r ~ r ~ ~ TAINMENT PIPE. UNDERGROUND PIPING FOR FLAMMABLE LIQUIDS. ~ O N
1. - TURN OFF ALL CIRCUIT BREAKERS CONTROLLING THE PUMPS AND CHECK TO D SHIELDED CABLE: AS OF SEPTEMBER 11, 1998, THE USE OF SHIELDED CABLE PIPE WITHIN A SECONDARY CONTAINMENT PIPE. ASSURE THAT ALL PUMPS ARE NOT RUNNING. FDR "ALL PROBES AND SENSORS", REGARDLESS OF CONDUIT MATERIAL OR D. TESTING - AN AIR PRESSURE TEST MUST BE PERFORMED ON THE PRIMARY
2 -CONFIRM THAT ALL NOZZLES ARE IN THE DISPENSER BOOT WITH THE BOOT APPLICATION, IS REQUIRED BY THE VEEDER-ROOT COMPANY. AS SPECIFIED, SHIELDED C ABOVEGROUND STEEL PIPING: ALL ABOVEGROUND PIP ELECTRICAL SWITCH OFF, CABLE MUST CONFORM TO THE FOLLOWING CRITERIA: STEEL, SEEM LESS, OR ELECTRIC RESISTANCE WELDED, 1. - THE CABLE MUST BE GAS AND OIL RESISTANT. 4LL ABOVEGROUND PIPING SHALL BE CARBON PIPING TO DETECT ANY LEAKS THAT MAY EXIST. TEST PRESSURE IS TD ~ Z RESISTANCE WELDED, PER ASTM A53, GRADE B BE 50 PSI MAINTAINED FOR A MINIMUM OF 1 HODR WITH NO PRESSURE O DECAY. SOAP TEST ALL JOINTS. THIS TESTING SHALL BE IN COMPLIANCE
3. - TURN ON CIRCUIT BREAKER CONTROLLING ONE PUMP AND ON EACH 2, - THE CABLE MUST CONTAIN A DRAIN WIRE FOR EASY CONNECTION OF THE SHIELD, SCHEDULE 40. DISPENSING PUMP: 3. - THE SHIELD MUST BE CONNECTED TO THE EARTH GROUND TERMINAL WITH THE PIPE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
4. -REMOVE NOZZLE, TURN OPERATING HANDLE ON, AND DISPENSE PRODUCT (INTRINSICALLY SAFE SIDE) AT THE MONITOR END ONLY, TO CONFIRM HOSE IS PRESSURIZED. 4. - THE CABLE CANNOT BE OF A COAXIAL TYPE 2 SECONDARY CONTAINMENT FRP PIPING
5. - ASSURE THAT ONLY THE CORRECT PUMP TURNS ON. D TESTING UNDERGROUND PRODUCT PIPING: 6. - IF CIRCUIT DISCONNECTION OR OTHER PROBLEMS ARE DETECTED USING THE 5. - THE SHIELD TO CONDUCTOR CAPACITANCE MUST BE LESS THAN 100pf~ft. 1 GENERAL: CONTRACTOR TO NOTIFY THE OWNER FI' NOAAAHE OWNER FIVE (5) WORKING DAYS A. MATERIAL -ALL SECONDARY CONTAINMENT FRP PIPING SHALL BE AS ~ m CT PIPING TESTING PHASE PRIOR TO MANUFACTURED BY SMITH FIBERGLASS PIPE DIVISION, m
ABOVE PROCEDURE, MAKE CORRECTON AND REPEAT ENTIRE SYSTEM CHECKOUT. THE SHIELDED CABLE MUST BE BELDEN #88760, 2 CON DUCTOR,18 AWG, OR IN ADVANCE OF ANY PRODUCT PIPING TESTING PHA APPROVED EQUAL. PRESSURE TESTING OF THE PIPING, THE PIPING MU THE TANKS AND DISPENSERS. 'IPING, THE PIPING MUST BE ISOLATED FROM B. FITTINGS -SECONDARY CONTAINMENT PIPE FITTINGS AND MISCELLANEOUS ~ C
2.00 ELECTRICAL WORK CLOSEOU7 E ELECTRICAL SPECIFICATIONS: ELECTRICAL INSTALLATION OF THESE 2 PRIOR TO BACKFILL: ALL NEW PIPING SHALL BE 1 SPECIFICATIONS MUST BE RIGIDLY ADHERED TO DURING INSTALLATION OF THE COVERED, ENCLOSED, OR PLACED IN SERVICE. AI A 1. ALL SITE ELECTRICAL SYSTEMS MUST HAVE PASSED FUNCTIONAL TESTING AND INVENTORY~LEAK DETECTION SYSTEM. PIPING AT SD PSI FORA PERIOD OF ONE HOUR. EW PIPING SHALL BE TESTED BEFORE BEING PIPING APPRUTENANCES SHALL BE SMITH, TWD PIECE CLAMSHELL 4CED IN SERVICE. AIR TEST ALL PRIMARY FITTINGS.
RIOD OF ONE HOUR. SOAP ALL JOINTS C. ADHESIVE -ADHESIVE FOR JOINTING COMPONENTS SHALL BE SMITH ~ V ~ t
BE FULLY OPERABLE INSTALLATION MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND INSPECT FOR AIR BUBBLES. ON DOUBLE WA 2 ALL SITE ELECTRICAL SYSTEMS MUST PASS INSPECTION BY THE LOCAL SYSTEMS, AFTER THE INNER PIPE TEST HAS BEEN PIPE ASAOHAS BEEN CONCWADRPRESSURE INDTHE ASSEMBLY OF ALL APP INGSAITHFANRAIR DRIVEN SMNUHFRCVTURER ~ ~A ~ ~ U 41NMENT PIPING AT THE AIR PRESSURE TOOL USED FOR RIVETED CLOSURE vJ
APPROVING AUTHORITIES. F STARTUP AND TRAINING: THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TEST THE SECONDARY CONTAINMENT PIPING AT TH 3. ALL BURIED SITE POWER AND CONTROL SUBSYSTEMS MUST HAVE PASSED PROVISION OF AN AUTHORIZED VEEDER-ROOT REPRESENTATIVE FOR SYSTEM REQUIRED 8Y THE MANUFACTURER'S IN STALLAT ON ruRFR's INSrALLATON INSTRUCTIONS. o. TESTING -THE SECONDARY coNTAINMFNT PIPING SHALL BF TESTED WITH DISCLAIMER BACKFILLING, ALL UNDERGROUND PRIMARY LINES A MINIMUM 3 PSI AIR PRESSURE~SOAP TEST OR HYDROSTATIC TEST UPON
APPROPRIATE MEGGER TESTING. START-UP AND TRAINING OF THE LOCAL MANAGER AND KEY PERSONNEL IN ITS 3 AFTER BACKFILLINB, AFTER BACKFILLING, ALL UN 4. ALL ELECTRICAL PANELBOARDS MUST HAVE TYPE WRITTEN SCHEDULES THAT OPERATION. CONTRACTOR WILL SUPPLY AS PART OF THE CLOSE-OUT DOCUMENTATION SHALL BE HYDROSTATICALLY TESTED WITH A PRECI TESTED WITH A PRFasION TESTING SYSTEM, coMPLFrION THIS TESTING sHALL BF IN caMPUANCF WITH THE PPF DOCUMENTS PREPARED BY ARKFrEO aY HEATH coNSULTANrs INCORPORATFO, MANHFACTURFR's INSTALLATION INSrRUCTloius. CORESTATES, INC. ARE TO BE
ACCURATELY IDENTIFY BREAKERS BY FUNCTION AND PANEL POSITION, A LIST OF THE IN DIVIDUALS~PERSDNNEL TRAINED ON THE VEEDER-ROOT SYSTEM. "PETRO TITE" SYSTEM, AS MARKETED BY HEATH C( 5. ALL CONDUITS AND CONDUCTORS MUST BE PROPERLY TAG IDENTIFIED. STOUGHTON, MASSACHUSETTS, OR APPROVED EQU 6. ALL UN TER MINATED ELECTRICAL WORK PROVIDED BY THIS CONTRACT INTENDED G HYDROSTATIC TEST FOR STP SUMP~BRAVO BOX~SPILL BUCKETS: 4 TIGHTNESS CERTIFICATE: UPON COMPLETION OF Th s, oR APPROVED FouAL USED ONLY FOR THE SPECIFIC 'ON COMPLETION OF THE PRECISION HYDROSTATIC B MATERIALS: ALL UNDERGROUND VAPOR RECOVERY PIPING SHALL BE FRP
FOR INTERFACE WITH ANOTHER CONTRACTOR MUST BE PROPERLY SECURED. THE SUBMERSIBLE TURBINE PUMP (STP) SUMP, SPILL BUCKET, AND THE DISPENSER SUMP TEST, THE CONTRACTOR SHALL PROVIDE A " CERTI ,LL PROVIDE A " cFRTIFICnTF of TIGHTNESS" coNFORMING To uL eTi. sFF SECTION s.1 FoR sPFaFlcarloNS FoR MATERIALS PROJECT AND SPECIFIC USE FOR BINARY ANO sECONOARV svsTFM. FITTINGS, dolNTS, ADHESIVES, ANO TESTING. WHICH THEY WERE PREPARED.
7. ALL APPROPRIATE CONDUIT SEALS FOR HAZARDOUS LOCATIONS MUST BE INSTALLATION WILL BE TESTED FOR WATER-TIGHTNESS. THIS HYDROSTATIC TEST WILL BE DONE TO THE OWNER FOR BOTH PRIMARY AND SECOND AI POURED. WHETHER A JURISDICTIONAL HYDROSTATIC TEST IS REQUESTED BY AN OVERSIGHT AGENCY OR ANY EXTENSION OF USE TO c srncF II vnPOR RECOVERY PIPING INSTnLLArION: IT IS FssFNTAL THnr THE OTHER PROJECTS, BY OWNER
8. ALL SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED AND SHALL BE NOT. THE HYDROSTATIC TEST CAN BE DONE CONCURRENTLY WITH THE JURISDICTIONAL TEST, IF CAPPED ON BOTH ENDS. ONE IS REQUIRED. THE STP SUMP AND SPILL BUCKET INSTALLATION CONTRACTOR IS RESPONSIBLE srncF II vnPOR RECOVERY PIPING SCOFF TownRO rHF uivoFRCROUND TANK AT A OR ANY OTHER PARTY, WITHOUT MINIMUM OF 1~8° PER FOOT. THE PIPING MUST BE BEDDED TO A UNIFORM GRADE,
9. ALL ELECTRICAL SYSTEMS MUST PASS THE INSPECTION DF THE OWNER'S FOR COORDINATING WITH THE CONSTRUCTION MANAGER AT LEAST 24 HOURS PRIOR TO THE REPRESENTATIVE. ANTICIPATED HYDROSTATIC TEST TIME. THE DISPENSER SUMP INSTALLATON CONTRACTOR WILL E TIGHTNESS TESTING ABOVEGROUND PRODUCT PIPING: vo PRODUCT PIPING: THE coNTRACTOR SHALL coMPLFTFLV FRFF of ANV SAGS oR Low SPOTS THAT couLO, WHEN FILLED wITH THE EXPRESSED, WRITTEN AROUND PIPING IN MucH rHF SAME MANNER As FoR uoulo, cRFATF A RESTRICTION To THE FPFF FLOW of vAPOR. AUTHORIZATION OF CORESTATES,
10. ALL ELECTRICAL AS BUILD DRAWINGS MUST BE IN POSSESSION OF THE BE RESPONSIBLE FOR COORDINATING THE DISPENSER SUMP HYDROSTATIC TEST WITH THE SOAP~BUBBLE TEST ALL ABOVEGROUND PIPING IN MU OWNER'S REPRESENTATIVE. CONSTRUCTION MANAGER AT LEAST 24 HOURS PRIOR TO THE ANTICIPATED TEST TIME. UNDERGROUND PIPING. THE PIPING SHALL BE PRESSU ~INC SHALL sF PRFSSURIZEO To 5o Psl. INC. IS DONE AT THE USERS
B SCOPE THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR 1 METHODOLOGY FOR STP SUMP HYDROSTATIC TEST: OWN RISK. IF USED IN A WAY OTHER THAN WHAT WAS
A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THE SITE-SPECIFIC AFTER ALL PIPING ^,ND ELECTRICAL PENETRATIONS HAVE BEEN SEALED, AND THE STP SUMP CONSTRUCTON DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INSTALLED AND FINISHED TO THE TANK, THE STP SUMP INSTALLATION CONTRACTOR WILL SPECIFICALLY INTENDED, THE OWNER WILL HOLD CORESTATES,
NFPA CODE 70; NATIONAL ELECTRICAL CODE, 1993; NFPA 30, FLAMMABLE AND INTRODUCE WATER INTO THE STP SUMP 24-HOURS PRIOR TO THE ARRIVAL OF THE COMBUSTIBLE LIQUIDS CODE, 2000; AND NFPA CODE 30A, AUTOMOTIVE AND MARINE CONSTRUCTION I AGER. WATER WILL BE INTRODUCED INTO THE STP SUMP PAST THE INC. HARMLESS FROM ALL
SERVICE STATION CODE, 2000. THE CONTRACTOR SHALL SUBMIT DESCRIPTVE HIGHEST PENETIIC .INTO THE INSTALLED AND FINISHED SUMP. THE CONSTRUCTION MANAGER LITERATURE FOR ALL EQUIPMENT AND MATERIAL FURNISHED UNDER THIS SECTION. WILL PHYSICALLY I ~PECT EACH (SIDE OR BOTTOM) PENETRATION TD ENSURE THAT NO MOISTURE CLAIMS AND LOSSES.
SUCH LITERATURE SHALL BE COMPLETE ENOUGH TO SHOW THE EQUIPMENT AND OR LEAKAGE E) Sla AROUND THE FITTINGS. THE CONSTRUCTION MANAGER WILL FEEL EACH PIPING MATERIAL COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AND ELECTRICAL PENETRATION TD ENSURE THAT NO MOISTURE OR LEAKAGE EXISTS AROUND THESE PENETRATIONS.
c colvDUlr ANO JuIVCTION BoxES:
23,1 CONDUITS: SECURELY FASTEN CONDUITS TO OUTLET BOXES, PANEL 2 METHODOLOGY FOR DISPENSER SUMP HYDROSTATIC TEST: BOARDS, ETC, WITH TWO NUTS AND ONE BUSHING OR THREAD HUB, CONDUITS IN ORDER TO TEST THE WATER TIGHTNESS OF THE DISPENSER SUMPS A HYDROSTATIC TEST WILL
SHALL HAVE ENDS BUTTED INSIDE FITTINGS. BE CONDUCTED BY THE DISPENSER SUMP INSTALLATION CONTRACTOR AND WITNESSED BY THE ALL BELOW-GRADE CONDUIT SHALL BE BEDDED WITH SUITABLE MATERIAL, FREE THE TMC CONSTRUCTION MANAGER, AFTER ALL PIPING AND ELECTRICAL PENETRATIONS HAVE
FROM MUCK, ASPHALT, DELETERIOUS MATERIAL, BROKEN CONCRETE OR DEBRIS BEEN SEALED, AND THE DISPENSER SUMP HAS BEEN FASTENED TO THE DISPENSER ISLAND OF ANY KIND. THE BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OR DRIVE SLAB, THE DISPENSER SUMP INSTALLATION CONTRACTOR WILL INTRODUCE WATER INTO
OF 95~ OF MAXIMUM DRY DENSITY. THE DISPENSER SUMP TO WITHIN 3"DR 4" OF THE TOP OF THE DISPENSER SUMP. THIS WILL ENSURE THAT THERE IS AN ADEQUATE HYDRAULIC HEAD ON THE SEALED PENETRATIONS TO
D TESTING: TEST WATER TIGHTNESS. THE DISPENSER SUMP INSTALLATION CONTRACTOR WILL COORDINATE 24,1 GENERAL: ALL CONTROL SYSTEMS SHALL BE IN PROPER OPERATING WITH CONSTRUCTION MANAGER 24-HOURS PRIOR TO THE ANTICIPATED SUMP TEST
CONDITON AND APPROVAL MUST BE GIVEN BY THE CONTROL SYSTEM APPARATUS INSPECTION TIME. THE CONSTRUCTION MANAGER WILL PHYSICALLY INSPECT EACH (SIDE MANUFACTURER, AS WELL AS BY THE OWNER, BEFORE ANY FINAL ACCEPTANCE OR BOTTOM) PENETRATION TO ENSURE THAT NO MOISTURE OR LEAKAGE EXISTS AROUND THE
IS MADE. FITTINGS. THE CONSTRUCTION MANAGER WILL FEEL EACH PIPING AND ELECTRICAL 2.42 VISUAL INSPECTION: EQUIPMENT SHALL BE INSPECTED, CLEANED AND PENETRATION TO ENSURE THAT NO MOISTURE OR LEAKAGE EXISTS AROUND THESE
CHECKED FOR ELECTRICAL AND~OR MECHANICAL OPERATION BEFORE BEING PLACED PENETRATIONS. IN SERVICE.
24,3 MOTOR FUEL DISPENSING PUMPS. SEE ELECTRICAL TESTING SECTION FOR i rnNTRArrne cHaii PRnvinF rnrirai PHnmreAPHC nF FArH ~A.ine eTarF
THE REQUIRED ELECTRICAL CIRCUIT TEST. OF UNDERGROUND STAR 3E 1 5 ;TEM INSTALLATION INCLUDING, BUT NOT 2.4.4 SHORTS AND GROUNDS: CONTRACTOR SHALL THOROUGHLY TEST ALL LIMITED TO: TANK INST T ION, PIPING INSTALLATION, SUMP INSTALLATION, ELECTRICAL
WIRING FOR SHORTS AND GROUNDS BEFORE CURRENT IS TURNED ON. SYSTEM INSTALLATION, DISPENSER INSTALLATION, MONITORING SYSTEM INSTALLATION, 2.4.5 COVERS AND SEALS: COVERS SHALL BE CHECKED TO VERIFY THEY ARE CANOPY INSTALLATION, BACK LILTING AND PAVING. ALL PHOTOS MUST BE PROVIDED Sheet#
SECURELY INSTALLED ON FITTINGS, JUNCTION BOXES, SWITCHGEAR, MOTOR CONTROL TO TA IN JPG FORMAT ON A CD AT THE REQUEST OF TA OR THEIR REPRESENTATIVE. CENTERS, ETC., AND THAT SEALS ARE COMPLETE.
J VEEDER ROOT AND ALL ELECTRICAL SYSTEMS TO HAVE CONTINUOUS INSPECTION.
TO VERIFY THE INSTALLATION MEETS THE OWNER SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS, AND ALL STATE AND LOCAL CODES, CONTRACTOR TO KEEP RECORD, IN THE FORM OF DIGITAL PHOTO PC-02
AND RED LINE MARKUPS, AND INFORM THE TRAVEL CENTERS OF AMERICA FIELD CONSTRUCTION MANAGER OF ALL MILE STONE EVENTS.

Z Z Z
W W W ~ Z ~ ~ ~
SCOPE OF WORK DRAWING LIST Revision/date a ~ o o
1. THIS PROJECT CONSISTS OF THE FOLLOWING: ~ w U U ~
FUEL SYSTEM ~ ~ ~ ~ W Z
GENERAL ~ ~ w w a w
CIVIL ELECTRICAL MECHANICAL TS - TITLE SHEET (8) 04-14-11-COMMENTS U U ~ U
EC-01- EXISTING CONDITIONS AND DEMOLITION PLAN (8) 04-14-11-COMMENTS Z
GASOLINE GASOLINE GASOLINE PC-01- PROPOSED SITE PLAN (8) 04-14-11-COMMENTS
DUST (UNDERGROUND STORAGE TANK) ®(ELECTRICAL PANELS) ®DISPENSER PC-02 - DESIGN & CONSTRUCTION NOTES AND START-UP AND (8) 04-14-11-COMMENTS o 0 0
©DEADMEN !TANK HOEDOWN ® PUMP CONTROL BOX ®DISPENSER SUMP a~~~~~~ CALIBRATION NOTES. r ~ N ~ ~ ~ ~ o ~ o o
®TANK TOP APRON ®TANK LEVEL MONITOR ®TANK SUMP ©MONITORING WELL ®TANK INTERSTITIAL ®SUBMERSIBLE PUMP p ~ ~ N M ~
®DISPENSER ISLAND ® PANlSUMP SENSORS ®DW SPILL BUCKET ~ ~ ~ 0 0 CIVIL SCOPE
®APRON ® CONDUITS ®UPP PIPE SYSTEM
RAMP AND HANDRAIL DETAILS ~ ~ A-1 - NEW ASPHALT WALKWAY DETAILS (8) 04-14-11-COMMENTS ~ ~ ~ ~ ~ ~
ARCHITECTURAL FUEL SYSTEM SCOPE
CIVIL
®SIDEWALK GG-01- BILL OF MATERIALS (8) 04-14-11-COMMENTS
®HINGED RAMP GC-01 - TANK AREA SECTIONS & CONCRETE DETAILS (8) 04-14-11-COMMENTS
® FIXED WALKWAY 1 GC-02 - DISPENSER AREA SECTIONS & CONCRETE DETAILS (8) 04-14-11-COMMENTS
D BOATHOUSE
OM FENCE ELECTRICAL
GE-01- ELECTRICAL PLAN (8) 04-14-11-COMMENTS ~ ~
GE-02 - ELECTRICAL BOARD ELEVATIONS AND DETAILS (8) 04-14-11-COMMENTS W ~ ~
GE-03 - ELECTRICAL PANEL SCHEDULES (8) 04-14-11-COMMENTS ~ Q fA (V
LEGEND GE-04 - DISPENSER AND TANK EQUIPMENT ELECTRICAL DETAILS (8) 04-14-11-COMMENTS ~ Z ~ -a U
N NEW M TO BE MODIFIED AS DETAILED IN THE DRAWING SET GE-05 - VEEDER ROOT SCHEMATIC AND DETAILS (8) 04-14-11-COMMENTS ~ O a 0 ~ W
E EXISTING TO REMAIN AS IS R TO BE REMOVED AS PER LOCAL STATE CODE AND REQUIREMENTS ~ N~~ W
TBA TO BE ABANDONED IN PLACE NA NOT APPLICABLE TO THIS PROJECT ¦ MECHANICAL Q Q ~ ` ~ ~
RU TO BE REUSED GM-01- PROPOSED PIPING PLAN (8) 04-14-11-COMMENTS U U ~ 0 0 W
GM-02 - TANK SUMP, DISPENAER AND PIPING DETAILS (8) 04-14-11-COMMENTS W ~ Z N ~ ~
2. THE GC SHALL FURNISH ALL LABOR MATERIAL AND EQUIPMENT TO COMPLETE THIS PROJECT, EXCEPT AS OTHERWISE
NOTED ON THE SUPPLIEDIINSTALLED SUMMARY OR THESE DRAWINGS O~O~~c ~
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3. THE LATEST ISSUE OF THE FOLLOWING STANDARDS AND CODES SHALL APPLY: U ~
NCAC TITLE 15A, CHAPTER 2, SUBCHAPTER N ~
NATIONAL ELECTRICAL CODE (NFPA 70) 2005 ~ ~
FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (NFPA 30) 2003
CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES (NFPA 30A) 2003
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St. Louis, MO 63126
Patrick Bennett, P.E. WtMON m m
314-843-4320 Fax:[phone] O o0a o o~a~
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PPLIED IN TALLED MMARY PETR LE M Y TEM VERVIEW O U S S 0
0 0 o w S.C. =SITE CONTRACTOR GAS OFFER- = Z O
} z Y z m z } p} Q m ~ Z o G.C. =GENERAL CONTRACTOR U Q
m ~ m ~ o ~ m ~ m ~ o ~ o m ~ F.C. =FUEL CONTRACTOR Dispenser Qty - (1) GASOLINE PRODUCT DISPENSER °m ~ W ~ w ~ Z W o W a w ~ U 0 ~ F.E.C. =FUEL ELECTRICAL CONTRACTOR Dispenser type - PMC (FH-510) SERIES m
Jw ~w Jw JIL 1~ J~ JZZ~ a w a ~ a ~ w ~ a ~ ~ ~ Und round story a tank: - E7(ISTING 2500 GAL. FRP az ~z ~z N az ~z ~z azyz ~ g m 0
AREAANDITEM DESCRIPTION N 0 ~ 0 ? 0 w N U ~ U ? ~ LL ~ ~ ~ Underground piping: UPP SEMI RIGID PIPING
UNDERGROUND TANK ~ ~ U
1 GASOLINE TANK • EXISTING TO BE REUSED 0 U f6 ~ L
2 TANK ANCHORING EQUIPMENT • EXISTING TO BE REUSED ~ (A O D U
3 TANK STP SUMP • ~ • • FUEL CONTRACTOR, SEE PARTS LIST GG-01 DISCLAIMER
4 DOUBLE WALL FILL SPILL BUCKET • ~ • • FUEL CONTRACTOR, SEE PARTS LIST GG-01 CLOSE-OUT DOCUMENTS DOCUMENTS PREPARED BY
5 MONITORING WELLS • EXISTING TO BE REUSED CORESTATES, INC. ARE TO BE USED ONLY FOR THE SPECIFIC
THE FOLLOWING DOCUMENTS, BUT NOT LIMITED T0, ARE TO BE TURNED OVER TO CONSTRUCTION PROJECT AND sPECiTIC usE EoR
GAS ISLAND MANAGER AT PUNCH LIST: WHICH THEY WERE PREPARED. ANY EXTENSION OF USE TO
1 DISPENSER ~ ~ ~ ~ FUEL CONTRACTOR OTHER PROJECTS, BY OWNER OR ANY OTHER PARTY, WITHOUT
2 DISPENSERSIGNAGE&DECALS • ~ ~ • FUEL CONTRACTOR BOATHOUSE LOCATION MAP BOATHOUSE LOCATION LOCATION MAP LONE YEAR WARRANTY LETTER. THE ExPRESSED, WRITTEN
3 FITTINGS AND PIPING • • • • FUEL CONTRACTOR, SEE PARTS LIST GG-01 N.T.S. N.T.S. s. 2. NOTARIZED FINAL LIEN WAIVER. AuTHORlznrioN of coRESTATES, INC. IS DONE AT THE USERS
4 HOSES AND NOZZLES • • • • FUEL CONTRACTOR " 3. SUBCONTRACTOR'S LIST. owN RISK. iT usED w A WAY 4. EXECUTED CERTIFICATE OF OCCUPANCY. orHER rHAN WHAT wns
5 WIRING (POWER AND DATA) • • • • FUEL CONTRACTOR SPECIFICALLY INTENDED, THE 5. COPY OF PIPING TIGHTNESS TESTS. owNER WILL HOLD coRESTATES,
6 VEEDER ROOT SYSTEM ~ EXISTING TO REMAIN ;'-I a 6. COMPLETED PUNCH LIST SIGNED BY CONSTRUCTION MANAGER. wc. HARMLESS EROM ALL
7 VEEDER ROOT WIRING (Belden 8760) ~ ~ • ~ F.C. TO COORDINATE F.E.C. - - CLAIMS AND LOSSES. 7. SUMMARY OF TEST RESULTS SIGNED BY BOTH GENERAL CONTRACTOR AND PIPING INSTALLER.
8 FUEL ELECTRICAL EQUIPMENT • • • • F.C. TO COORDINATE F.E.C. , , 8. A WORKING COPY OF THIS DRAWING SET IS TO BE KEPT ON SITE DURING THE ENTIRE
9 FUEL PANELS & PUMP ISOLATION BOXES F.C. TO COORDINATE F.E.C. CONSTRUCTION PHASE OF THE PROJECT. THIS WORKING SET IS TO USED TO RECORD, IN THE
~o: ARCHITECTURAL ° ` ` ~ FORM OF RED LINE MARK UPS, ANY CHANGES OR MODIFICATIONS TO THE PROJECT THAT HAVE
1 SIDEWALK ~ • • ~ F.C. TO COORDINATE F.E.C. OCCURRED DURING CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THIS "RECORD SET" IS
2 FENCE ~ ~ • ~ F.C. TO COORDINATE F.E.C. TO BE DELIVERED TO THE FIELD CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE.
3 APRON • • • • F.C. TO COORDINATE F.E.C. O O 9. RECORD PHOTOGRAPHS OF ALL MILE STONE EVENTS INCLUDING, BUT NOT LIMITED T0, THE
SITE LOCATION SITE ~~CATION CIVIL FOLLOWING ITEMS: DISPENSER AND SUMP INSTALLATION, SPILL BUCKET INSTALLATION, CONDUITS,
2 BOATHOUSE RELOCATION • • • • EXISTING DOCK RELOCATION BY OTHERS PRODUCT PIPING PRIOR TO BACK FILLING, ETC. PHOTOGRAPHS OF EACH MILE STONE EVENT ARE
TO BE IMMEDIATELY DELIVERED TO THE FIELD CONSTRUCTION MANAGER OR OWNERS
' REPRESENTATIVE. UPON COMPLETION OF THE PROJECT, THIS "RECORD SET" OF PHOTOGRAPHS,
IS T(l RF flFl IVFRFfI Tn THE FIFI ~ C:nNSTRl1C:TInN MANAGER (lR nWNFRS REPRESENTATIVE IN
DIGITAL FORMAT OR ON A CD. Sheet #
' 10. RECORD SETS OF BOTH DRAWINGS AND PHOTOGRAPHS ARE REQUIRED PRIOR TO ANY
PAYMENTS BEING APPROVED.
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