20110542 Ver 1_Site Plan_20110607

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Job#: CCH-11385 CITY OF CHARLOTTE Rev. # Date Description
DnZm2ZnCit=*1�2�=0m�o Trr
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5 11/12/10 CLIENT COMMENTS
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r�,__ Z A o o_ h j 15222 York Road, 6 12/01/10 CLIENT COMMENTS
C� o oz=mom o -+ZmcnMzm
,'�` 1 . o m D m O p m rn OM Date: 05/21/10 Mecklenburg County, NC 28278 7 03/08/11 PERMIT
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(r >N om :z�D C m Z o m-u c mm W 8 04/14/11 NCDENR COMMENTS
Drawn By: J LC 50 Crestwood Executive Suite 500, GROUP
: r y= �-N+ m o m m moo St.Louis,MO,63126
m�' � o A o m te1314-843 4320 fax [phone] ® ®� TITLE SHEET
y„ Checked By: JHG pbennett@core eng.com f�

)01 GENERAL ARRANGEMENT BOAT HOUSE & FUELING AREA SCALE 1/8" = V-0" (NITS) FUEL DEMOLITION SCHEDULE
Z
W W W
TRENCH AND REMOVE COVER IN ORDER TO REMOVE EXISTING p z 2 m
UNDERGROUND FLEXIBLE PIPING AND ELECTRICAL CONDUITS. +' U 2 5 ~ O
ONOTIFY CITY OF PRODUCT PIPING REMOVAL. SOIL SAMPLING � Q OU 0 or AND ANY REQUIRED REMOVAL OF CONTAMINATED MATERIAL WILL
BE COMPLETED BY THE CITY. SCHEDULE ACCORDINGLY. DELAYS pp Lb z z 0- Lu
MAY BE NECESSARY FOR SAMPLING LAB TEST RESULTS AND w J J U
POSSIBLE ADDITIONAL EXCAVATION. U U Z
OREMOVE EXISTING ASPHALT WALKWAY FOR INSTALLATION OF o 0 0
NEW ASPHALT WALKWAY
B N 00 d-
o �— O O r—
O r- r N M
REMOVE EXISTING TRANSITION SUMPS � r � O 0
FM-37
- REMOVE EXISTING FLEXIBLE LINE TO EXISTING
FC-01 O DISPENSER AT RAMP AND DOCK AREA. PURGE j
7 PRODUCT FROM LINE BEFORE REMOVING. Lo ~ 00
1 8 EXISTING 2500 GALLON UNDERGROUND 5 REMOVE EXISTING PRODUCT DISPENSER AND RELATED
STORAGE TANK TO REMAIN
EQUIPMENT
COORDINATE REMOVAL AND RELOCATION OF EXISTING
ExIsrlNc FLEXIBLE ELECTRICAL SERVICE AND METER WITH DUKE ENERGY,
FUEL LINE TO BE r
REMOVED e;t REMOVE EXISTING ELECTRICAL PANEL, METER PAN,
BACKBOARD AND POSTS
_®
7 REMOVE EXISTING TANK TOP CONCRETE, TO UPGRADE TANK
ALL coNTouRs TOP EQUIPMENT AND NEW PRODUCT PIPING INSTALLATION. W
00
ARE APPROXIMATE CV U) Z
,
8 REMOVE EXISTING UST SUMP. ® z d. N z a-
o o� O �
APPROX ELEVATION = 582.0 N Z
EXISTING 2 VENT L 6L 0 O O e e
e 0
O o STACK TO REMAIN
ARCHITECTURAL DEMOLITION SCHEDULE O O U
RC M N Z �
F-
U z � U
APPROX ELEVATION = 580.0
CV 2) U
_ = C,4 Z
o
REMOVE EXISTING CONDUITS, WIRING AND EQUIPMENT FROM
O A SHORE TO BOAT HOUSE STRUCTURE, NEW CONDUIT WILL BE (U � .Q
,
VAPPROX ELEVATION = 578.0 INCLUDED IN THE PROPOSED INSTALLATION. ] e—
e
r
r -
. e-
U
REMOVE EXISTING FIXED PLATFORM, EXISTING ACCESS WALKWAY Q
O .' VAPPROXELEVATION = 576.0 ,
e B AND EXISTING FLOATING DOCK ANCHOR POSTS REMOVE
a W PORTION OF EXISTING FENCE TO ACGOMMADATE NEW RAMP
AND FLOATING DOCK ARRANGEMENT. (BY OTHERS)
VAPPROX ELEVATION = 574.0
8 r -
° p
° e VAPPROX ELEVATION = 572.0
j o _
f; O
�APPROX ELEVATION = 570.0
0
m
` a
r
-0 1
o EXISTING ASPHALT e
PAVING TO BE EXISTING TREES
o Se o oa REMOVEDAS k
° n
s
f
f a
o APPROX CURRENT WATER LEVEL = 568.9
(8) EXISTING PATH
LIGHTS TO REMAws
/ IN
SHORELINE U
r Ufa
,e
r ,�
- F r O "f
i a i09
EXISTING FENCE TO REMAIN
RELOCATE EXISTING WATER AREA C'
° PATH LIGHTING EXISTING FENCE TO REMAIN co
° RELOCATE EXI TING 5 N
POLE AND LI HT j
,$ o FIXTURE
i�
a �y
cp
co o w
a o .f EXISTING PRODUCT EXITIG TO x c C
° e EXISTING FENCE FUEL
SECTION TO REMAIN LINE TO BE DISPENSERBE W m '_
REMOVED
MODIFY AS REQUIRED FOR NEW PLATFORM REMOVED p2 g M 6
REMOVE AND REPLACE JUNCTION BOXES REMOVE DOCK ANCHOR 2y,_
POSTS (TYPICAL BY OTHERS) d p 4 c
EXISTING PLATFORM TO BE EXISTING ACCESS WALKWAY U'�M 4)
ISTING ED (BY OTHERS)
TO BE REMOVED ( OTHERS)
(p:?a
TRANSITI N SUMP
REMOVED OTH BY 0 S
\—CONTOUR LINES
TO B REMOVED
FE-10 O
pip w
EXISTING VEEDER
A M w
/ ROOT PANEL TO �—
"f REMAIN r O N
3 EXISTING 3 EXISTING EXISTING PRODUCT AND EXISTING BOAT w'
ELECTRICAL METER TRANSITION SUMP ELECTRICAL ONES TO BE HOUSE SUB PANEL U O
AND PANEL TO BE REMOVED B REMOVED B TO REMAIN U
EXISTING FENCE m
6 ex SECTION TO REMAIN m .v
REMOVE PORTION OF EXISTING EXISTING BUILDING
FENCE TO ACCOMMODATE NEW TO BE RELOCATED C�
RAMP AND FLOATING DOCK
BY OTHERS TO BE RELOCATED .Q co
e EXISTING
OTHERS LNG O
cu
ARRANGEMENT (BY OTHERS) ® Q r,
- EXISTING FENCE TO REMAIN
MODIFY AS REQUIRED FOR NEW PLATFORM EXISTING BUILDING DISCLAIMER
EXISTING FENCE TO REMAIN TO BE RELOCATEDBY
EXISTING FENCE TO REMAIN BY OTHERS DOCUMENTS PREPARED TO
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
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
OWNER WILL HOLD CORESTATES,
WATER AREA
INC. HARMLESS FROM ALL
CLAIMS AND LOSSES.
lo
a , 1r"m�kt
♦
♦
APR
Sheet #

)01 PROPOSED ,GENERAL ARRANGEMENT BOAT HOUSE & FUELING AREA SCALE 1/8" _ l'-O" (NTS) FUEL SCOPE ITEMS AND SCHEDULE
Z Z Z
THERE ARE NO WELLS IN INSTALL NEW DOUBLE WALL UPP PRODUCT PIPING FROM NEW Lu Lv LU
THE VICINITY. THERE IS NO US Z 2 2
ON SITE WATER SUPPLY T SUMP TO NEW DISPENSER SUMP. (SEE DRAWING GM-01 O
O FOR INFORMATION Q. O 0 0 I-- O
0 W 0 0 0
rz
O2 INSTALL NEW DISPENSER, CONTAINMENT SUMP, Lb W W o- W
CONCRETE ISLAND, AND CONCRETE APRON. _ _ 0
U U U
INSTALL NEW TANK TOP EQUIPMENT, NEW TANK SUMP, NEW Z
PIPING CONNECTIONS, AND NEW ELECTRICAL CONDUIT FOR
O EQUIPMENT. RE-USE SELECT PARTS AS DETAILED ON THE O o o r
GM DRAWINGS. INSTALL CONCRETE OVER TANK, AS DETAILED 2 � �• � �. �,
ON SHEETS GC-01 AND GC-02. CV r- 00 It
N M d
FC-01 INSTALL TWO TRAFFIC BOLLARDS, AS DETAILED ON O O
3 FM-13 M-05 O SHEET GC-02, FOR PROTECTION OF THE EXISTING
FM-32 VENT STACK.
EXISTING 2500 GALLON UNDERGROUND
STORAGE TANK TO REMAIN (D Ill') CD � 00
INSTALL NEW ELECTRICAL BOARD ON POSTS IN THE �
LOCATION SHOWN, ENSURE THAT THE BOARD IS N0
FM-os CLOSER THAN 20' TO THE NEW DISPENSER,
RELOCATE THE EXISTING MAIN ELECTRICAL PANEL AND
O e>+ 0 METER PAN. RECONFIGURE THE FUELING SYSTEM.
= INSTALL NEW SUB-PANEL FOR FUEL RELAYS, E-STOP
FM-3z RELAYS AND VEEDER ROOT CONDUITS
FM-09
REINSTALL TWO NEW MAIN CONDUIT CONNECTIONS TO 00
FC-03 4 (2) NEW BOLLARDS >
FOR VENT BOAT HOUSE BUILDING, ONE VEEDER' ROOT WIRING N
° o PROTECTION CONNECTION AND ONE SUB FEED TO BOAT HOUSE W 00
PANEL. ALL CONDUIT TO BE RIGID METAL (-- Q co 04
4' ° o APPROX ELEVATION = 582.0 THROUGHOUT THE FUELING AREA. ALL CONDUIT TO BE I- Z
O -Exlsrwc z" VENT FM-z5 LIQUID TIGHT BETWEEN THE FUEL AREA AND THE O Z
D
_ D ! e' STACK TO REMAIN
c O °��' e FLOATING BUILDING. SEE DETAILS SHOWN ON THE GE O O 0 Z
DRAWINGS. CIEN W
APPROX ELEVATION = 580.0
o � PATCH PREVIOUS DISPENSER EOCATION TO MATCH
O _ O �- (� 0" uj
EXISTING DOCK.
g• APPROX ELEVATION = 578.0 ® ��.. N 0 tom'
INSTALL (2) NEW E-STOP BUTTONS, ONE ON METER O (U L0 0 �'
BOARD AND ONE ON BOAT HOUSE IN MIDDLE OF Z may' r- N
O^ (� APPROX ELEVATION = 576.0 REAR WALL OUTSIDE. U 0 ;
° p INSTALL (5) NEW HOSE ROLLERS AS DIRECTED BY V 4)
VAPPROX ELEVATION = 574.0
- O THE PROJECT MANAGER, ROLLERS TO BE USED
DURING EXTRACTING AND RETRACTING OF THE FUEL
APPROX ELEVATION = 572.0 HOSE
i
VAPPROX ELEVATION 570.0
I °
(9) EXISTING
XI TINLIGHTS REMAIN
9 ° PROPOSED °»
-' ARCHITECTURAL / CIVIL SCOPE ITEMS .AND SCHEDULEui
LANDSCAPE TIES
- - - - - - O INSTALL LANDSCAPING TIES -- ,
c ee e EXISTING TREESr a t,
-ems �a
O INSTALL NEW (SAME WIDTH AS EXISTING) ASPHALT WALKWAY
I a oI B TO NEW DISPENSER AREA. PAVE TO INSIDE EDGES OF NEWy1� �t��
° LANDSCAPING TIES, (WORK BY PETRO. CONTRACTOR). � $F
e APPROX CURRENT WATER LEVEL = 568.9 }T
PROPOSED
ASPHALT SIDE
WALK SHORELINE C INSTALL NEW FIXED WALKWAY AT THE ELEVATION NOTED. 3 k
O (BY DOCK MASTERS) r T
• . -e, O INSTALL NEW FLOATING DOCK ANCHOR POSTS AS
SHOWN. (BY DOCK MASTERS)
-ems NEW GATE`ADDITION O -ems(BY OTHERS} RELOCATE FLOATING DOCKS AS SHOWN. RECONFIGURE
°• � ,'
O DOCKS AS REQUIRED. (BY DOCK MASTERS)
NEW FENCE ADDITION
(BY OTHERS)
(BY OTHERS}NEW FENCE ADDITION
' J
� r EXISTING.FENCE TO REMAIN
� INSTALL NEW HINGED RAMP AS SHOWN. imm
WATER AREA
A RELOCATED (BY DOCK MASTERS)
8 FE-04 O i EXISTING PATH LIGHTING RELOCATED EXISTING EXISTING FENCE TO REMAIN
°
8 ° POLE AND LIGHT pm
a e" RELOCATED ,
°ELECTRICAL METER FIXTURE o co
° AND PANEL,'; 8 co
5 N
a -e g'_0" EXISTING FENCE TO REMAIN. MODIFY AS REQUIRED FOR NEW PLATFORM
° NEW FUEL/HOUSE DISPENSER FM-01
M U
W/ 100 FOOT HOSE
XM
NEW DISPENSER ISLAND FC-02 NEW FIXED WALKWAY
c c
(BY OTHERS) W m M
0 37'-0"f (BY OTHERS) p O q O
o�A
in DISPENSER HOSE 4'-0" - y 00
o 5 may. a)
o� c
(�J M C
O cn y �p
Y° B ELEV (570.9') O O 9 o
° OLD LOCATION OF NEW HANDRAIL /c
ELECTRICAL METER AND A /ELEV (570.4') (BY OTHERS} r NEW HINGED RAMP O CV
PANEL HIGH WATER (BY OTHERS) UTO REMAIN 1 z L(�
» ° MODIFY AS AREQUIRED FOR NEW PLATFORM E(569 4)N
` u) o
NEW FENCE ADDITION e, X HIGH WATER U
(BY OTHERS) ,' °-a, EXISTING FENCE TO REMAIN NEW HANDRAIL o ELEVATION m
MODIFY AS REQUIRED FOR NEW PLATFORM (BY OTHERS) m (569.4)
AM W
r J 100' DISPENSER 0 (� � .�
NEW FENCE ADDITION EXISTING FENCE TO REMAIN FE-04 HOSE LIMIT D � (n 0 0 U
(BY OTHERS) EXISTING FENCE TO REMAIN
8 g DISCLAIMER
DISPENSER HOSE DOCUMENTS PREPARED BY
CORESTATES, INC. ARE TO BE
OUSED ONLY FOR THEE O E PROJECT AND SPEC FICPUSE IFOR WHICH THEY WERE PREPARED.
OF USE TO SHORELINE ANY\ OTHERXPROJEOCTS, BY OWNER
D OR ANY OTHER PARTY, WITHOUT
FE-10 THE EXPRESSED, WRITTEN
EXISTING VEEDER ROOT AUTHORIZATION OF CORESTATES,
PANEL TO REMAIN O I OWNNE AT H E USERS
N RISK. IF USED N A WAY
OTHER THAN HAT WAS
EXISTING BOAT SPECIFICALLY WINTENDED, THE
HOUSE SUB PANEL OWNER WILL HOLD CORESTATES,
TO REMAIN INC. HARMLESS FROM ALL
RE-LOCATED RE-LOCATED RE-LOCATED
EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING ,A�
OE .O r
O41
rp/CK T' '
AB 112011
Sheet #
D
D p

SECTION A U) h
PIPING SPECIFICATIONS Z z Lu
c c c
1 GENERAL 4-1 PIPING SYSTEM LAYOUT w w C z G G CC
IT IS REQUIRED THAT ONLY "CERTIFIED INSTALLERS BE USED FOR INSTALLATION OF THE UPP 4-3-6 INSTALL PRIMARY PIPE SECTIONS O (In1 CC G
PIPING SYSTEM TO INSURE THAT PROPER PIPE FABRICATION, COUPLING AND INSTALLATION IS DETERMINE THE OPTIMUM PIPING LAYOUT. DISPENSERS ARE PIPED IN SERIES IN PRESSURE SYSTEMS. �. V G 0
PERFORMED. "CERTIFIED INSTALLERS" ARE EQUIPPED WITH FACTORY MANUFACTURED COUPLING AFTER INSTALLING COUPLINGS ONTO A UPP PRIMARY PIPE SECTION, INSERT EACH END INTO .Q U) O 0 C V
ALL PIPING RUNS MUST BE CONTINUOUS WITH ALL PIPING CONNECTIONS CONTAINED WITHIN A SUMP. THE APPROPRIATE CONTAINMENT SUMP THROUGH THE ENTRY FITTING. L W U U G
EQUIPMENT AND INSTALLATION TOOLS AND HAVE RECEIVED FACTORY TRAINING BY A UPP ty
REPRESENTATIVE ON THE PROPER INSTALLATION AND TESTING PROCEDURES. PRIMARY AND SECONDARY TYPICAL PRESSURE PIPING LAYOUTS INCLUDE A SINGLE SERIES LAYOUT AND A DUAL LINE SERIES LAYOUT. 0 Q W
PIPING SHALL BE THE UPP PIPING SYSTEM BY UPP. THIS ENVIRONMENTALLY SAFE, T A WITH IMPORTANT: PRIOR TO CONNECTING THE PRIMARY PIPE COUPLINGS TO THE PRIMARY PIPE, � Z
IMPORTANT: UPP PIPING SYSTEMS MUST BE INSTALLED IN ACCORDANCE TH ALL Z Z �-
STORALE UNDERGROUND PIPING SYSTEM PROVIDES CONTINUOUS PIPING RUNS BETWEEN UNDERGROUND PREVAILING FEDERAL, STATE, LOCAL CODES AND ALL APPLICABLE UPP INSTALLATION INSTALL THE APPROPRIATE TEST BOOTS OVER THE END OF THE PIPE SECTION. Q w ct w w w
STORAGE TANKS AND THE PRODUCT DISPENSERS MAKING CONNECTIONS ONLY WITHIN CONTAINMENT INSTRUCTIONS.
SUMPS WHICH ARE ACCESSIBLE FROM THE SURFACE FOR ROUTINE INSPECTION AND FUTURE MAINTENANCE. INSPECT THE LENGTH OF PIPE BETWEEN CONTAINMENT SUMPS TO MAKE SURE IT IS POSITIONED _J J U
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 TRENCH. IF PIPING RUNS MUST BE CROSSED, REFER TO MANUFACTURER'S () () Z
AND OTHER SECONDARY CONTAINMENT PIPE ALL IN ONE. THE DEFECTIVE PORTION OF THE PIPING SHALL BE REMOVED AND REPLACED WITH APPROPRIATE NEW SPECIFICATIONS FOR PIPE CLEARANCES.
PIPE AND FITTINGS,
TEST BOOTS ARE INSTALLED INSIDE THE SUMP ON THE ENDS OF EACH PIPE SECTION, THE
4-2 PIPING TRENCH AND PIPE BURIAL REQUIREMENTS TEST BOOTS ALLOW AIR PRESSURE INTEGRITY TESTING OF THE SECONDARY PIPE BY
PRODUCT PIPING IS TO BE 1.5" DIA. DOUBLE WALL UPP PRIMARY FUEL PIPE. ISOLATING THE INTERSTITIAL SPACE BETWEEN THE ACCESS PIPE OR JACKET AND O O O
4-2-1 PIPING TRENCH REQUIREMENTS THE PRIMARY PIPE. PORTS ON THE TEST BOOTS ARE USED TO CONNECT TEST JUMPER T_ T_ T_ T_ T_
TUBES BETWEEN PIPE SECTIONS TO ALLOW THE ENTIRE INTERSTITIAL SPACE ON A PIPE T- C4 T- 00 d
WHERE FLEX CONNECTORS ARE COMPLETELY CONTAINED (NOT IN CONTACT WITH GROUND WATER, NATIVE SOIL -MINIMUM SEPARATION BETWEEN PIPES : 6" RUN TO BE AIR TESTED SIMULTANEOUSLY. Q C) T_ O O
OR BACKFILL MATERIAL), FIRE SAFE STAINLESS STEEL CONNECTORS ARE ACCEPTABLE. T- T_-MINIMUM SEPARATION BETWEEN PIPE AND TRENCH WALL : 6" T_ T• (N � 4
WHERE FLEX CONNECTORS ARE NOT COMPLETELY CONTAINED, ONLY ANTI-CORROSION CONNECTORS MAY -MINIMUM BENDING RADIUS - DIRECT BURY SYSTEMS : 35" TIGHTEN THE ENTRY FITTING BAND CLAMPS SECURELY AFTER THE INSTALLATION PROCESS CM d•
BE USED. -MINIMUM BENDING RADIUS - RETRACTABLE SYSTEMS : 35" HAS BEEN COMPLETED. T- C) C7
-TRENCH BOTTOMS MUST BE UNIFORM AND CONTAIN A BEDDING LAYER OF AT LEAST 6" OF 4-3-7 TEST PRIMARY PIPE LINES
THE GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF APPROVED BACKFILL PLAN AIR PRESSURE TESTING CAREFULLY, AND USE ALL DUE 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 SOURCES MUST BE ABLE TO CHARGE LINES GRADUALLY UP TO TEST PRESSURES.
CONSTRUCTION PROCEDURES ARE FOLLOWED THROUGHOUT THE INSTALLATION, REGARDLESS OF SPECIFIC SLOPE REQUIREMENTS) ALWAYS USE CALIBRATED GAUGES WITH APPROPRIATE SCALE READINGS.
INCLUSION OR OMISSION OF ANY APPLICABLE SUGGESTION IN THESE INSTRUCTIONS OR ON THE �; d (� I­
DRAWINGS. 4-2-2 PIPE BURIAL REQUIREMENTS -ISOLATE THE TANKS BY CLOSING THE PUMP BALL VALVES OR REMOVING THE PRIMARY
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PIPE COUPLING FROM THE PUMP OUTLET AND CAPPING IT OFF.
UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THESE INSTRUCTIONS ARE THE RESPONSIBILITY -UNPAVED SURFACE - PROVIDE A MINIMUM OF 18" OF APPROVED BACKFILL MATERIAL BETWEEN -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 PRESSURE GAUGE (0-100 PSIG) TO THE TEST PORT ON ONE OF THE
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 SHEAR VALVES IN EACH LINE,
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR A PROPER INSTALLATION. THE UPP PIPING AND THE BOTTOM OF A 4" MINIMUM DEEP ASPHALT SURFACE. -SLOWLY PRESSURIZE EACH LINE TO A MAXIMUM OF 60 PSIG: DO NOT EXCEED 75 PSIG.
-CONCRETE SURFACE - PROVIDE A MINIMUM OF 6" OF APPROVED BACKFILL MATERIAL BETWEEN -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.
2 SCOPE OF WORK 4-2-3 APPROVED BEDDING AND BACKFILL MATERIALS 4-3-9 BACKFILL 0
BACKFILL THE UPP PIPING SYSTEM ONLY AFTER SYSTEM TESTING HAS BEEN COMPLETED. Z U)
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 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 SELECT BACKFILL BETWEEN ONTO THE OUTSIDE OF THE PIPES TO ^^,, `^
SPECIFICATIONS. INCLUDED ARE APPROPRIATE CONNECTIONS AND APPURTENANCES TO THE INSTALLED (MEETS ASTM C-33 PARAGRAPH 9.1 REQUIREMENTS) MAINTAIN THE NECESSARY MINIMUM SEPARATION BETWEEN THE PIPES AND DISTANCE W 00 (D EQUIPMENT IN THE COMPLETE SYSTEM, E.G. UNDERGROUND TANKS, PUMPS, DISPENSERS AND INDICATED FROM THE WALLS OF THE TRENCH. CAREFULLY BACKFILL THE TRENCHES TO AVOID 0
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VAPOR CONTROL OR RECOVERY EQUIPMENT, CONTRACTOR SHALL REFER TO THE PLANS FOR THE 4-3 UPP PIPING SYSTEM INSTALLATION DISTURBING THE SPACING OR SLOPE OF THE PIPING.
ORIENTATION OF CONNECTIONS AT TANKS AND PIPE CHASES FOR PIPING.
UPP PIPING SYSTEMS CAN BE INSTALLED IN VARIOUS CONFIGURATIONS INCLUDING: 4-3-10 COMPLETE THE UPP INSTALLATION CHECKLIST AND REGISTER THE SITE W a N 0 z
3 PIPING MATERIALS COMPLETE THE
UPP
SITE INSTALLATION
_
CHECKLIST, AND MAIL OR FAX IT TO UPP ALONG WITH I- < z 0
- DIRECT BURIAL DOUBLE WALL PIPE
PRODUCT PIPING SHALL BE UL 971 LISTED. 6-1 FLEXIBLE CONNECTORS 0 J 0 'm z z Q~
UNDERGROUND VENT PIPING SHALL BE 2" SW PIPING IL 0� Q 0 n
AS MANUFACTURED BY UPP. THE UPP ENTRY FITTINGS AND TEST BOOTS REQUIRED WILL VARY DEPENDING ON WHICH SYSTEM IS TO BE FLEXIBLE CONNECTORS ARE TO BE USED BETWEEN RISERS UNDER EACH DISPENSER AND SEMI RIGID / ^^,, �N/ LL
INSTALLED (REFER TO THE UPP PRICE BOOK FOR SPECIFIC ORDERING SPECIFICATIONS). ALL UPP PIPING PIPE RUN AS REQUIRED. W L LL i P co
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. 7-1 PRODUCT, VENT PIPING SLOPE OF LINES uQ- L_ L C 0
AND OR HIS REPRESENTATIVE. PIPE MUST BE PROTECTED FROM DAMAGE BEFORE AND DURING INSTALLATION. A MINIMUM SLOPE OF 1/8" PER FOOT DOWN TOWARD THE TANKS IS REQUIRED IN ALL f 1 Z)
4 PIPING INSTALLATION UNDERGROUND PRODUCT VENT PIPING, HOWEVER, THE MAXIMUM AVAILABLE U `� r , x
UPP DIRECT BURY SYSTEMS CONSIST OF A DOUBLE WALL PRIMARY PIPE INSTALLED DIRECTLY SLOPE SHOULD BE USED WITHIN REQUIREMENTS FOR COVER AND PIPING AND DEPTH OF TT O � ()
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 COVER REQUIREMENTS ARE DETAILED IN THE DRAWINGS. PIPING WILL BE ..tom Z N (A
SPLICING, AND/OR ADAPTING TO STEEL PIPING OR FLEXIBLE CONNECTORS SHALL BE IN ACCORDANCE
CONTAINMENT. INSTALLED ON PRE-GRADED COMPACTED BED MATERIAL. a
WITH MANUFACTURERS INSTRUCTIONS OR RECOMMENDATIONS, CONTRACTOR MUST BE FAMILIAR WITH NO SUPPORT OR SPACING MATERIAL OTHER THAN THE BED AND BACKFILL SHALL BE 0 n-- N L- Z Z
4-3-1 TANK SUMP/DISPENSER SUMP/ENTRY FITTING INSTALLATION LEFT IN CONTACT WITH THE PIPING. THIS METHOD OF INSTALLATION SHOULD PREVENT W ��♦♦
SUCH PRACTICES AND PROCEDURES AND FOLLOW SAME UNLESS CERTAIN INSTRUCTIONS WHICH ARE 0 V! C 0 Q
SPECIFICALLY COVERED IN THESE SPECIFICATIONS, I.E. PIPE BURIAL, SEEM TO BE IN VARIANCE. IN SUCH THE POSSIBILITY OF ANY SAGS OR HUMPS WHICH WOULD TRAP THE LINES.
CASE, THESE SPECIFICATIONS WILL BE FOLLOWED. SET THE TANK AND DISPENSER SUMPS, AND INSTALL ENTRY FITTINGS. � Z C) r- ? od
-TANKS SUMPS ARE AVAILABLE IN VARIOUS HEIGHTS AND ARE FIELD ADJUSTABLE TO ACCOMMODATE 0 W
SEMI RIGID PIPE TURNS FOR SECONDARY CONTAINMENT PIPING SHALL NO BE LESS THAN 35' BEND RADIUS, VARYING TANK BURIAL DEPTHS, TANK SUMPS ARE ALSO AVAILABLE IN DIAMETERS FOR USE WITH BOTH 36" v Q V
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PIPING TRENCHES SHOULD BE CUT WITH SWEEPING TURNS OR 45 DEGREE ANGLES: AND 42" MANHOLES. N /�
-DISPENSER SUMPS ARE CUSTOM DESIGNED TO MATCH THE FOOTPRINT OF EACH PARTICULAR DISPENSER U � V
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FOR SEMI RIGID PIPING SYSTEMS WHICH HAVE PIPING CROSSOVERS, A MINIMUM OF 6" OF PEAGRAVEL MUST MODEL. W
FITTINGS ARE AVAILABLE IN BONDED MODELS AND IN VARIOUS SIZES. �
SEPARATE THE CROSSING PIPES.
ALL SEMI RIGID PIPING RUNS MUST BE CONTINUOUS, EACH BEGINNING AND ENDING WITHIN A 4-3-3 MEASURE AND CUT PRIMARY PIPE Q
CONTAINMENT SUMP. vJ
BEFORE CUTTING ANY PIPE SECTIONS, MEASURE AND RECORD ALL PIPING RUNS ON THE
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 RESULT IN ENVIRONMENTAL ALONG THE EXACT PATH THAT THE PIPE IS TO FOLLOW AND AT ALL TIMES MAINTAIN MINIMUM BEND RADIUS
CONTAMINATION DUE 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 RESULT IN 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 _ _ "
- - - - _ - BE SURE THAT THE WORKING AREA IS FREE FROM SUCH HAZARDS, AND ALWAYS USE PROPER - CLEAN AND SQUARE BEFORE INSTALLING PIPE COUPLINGS. - - - _ _ - _
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PRECAUTIONS. - ,i
4-3-4 REMOVE JACKET FROM PIPE ENDS fir' r L7 s
THE JACKET ON THE PIPE MUST BE STRIPPED OFF THE END OF EACH PIPE SECTION BEFORE x�fst 41z -1;6 d 0
ATTACHING THE PRIMARY PIPE COUPLINGS. USE ONLY THE UPP DOUBLE WALL CUTTING TOOL TOl �
REMOVE THE JACKET SECTION. T
4-3-5 ATTACH COUPLINGS TO PRIMARY PIPE c J Re'
APT THREADS ARE USED ON ALL FITTINGS AND SHOULD BE SEALED WITH A TEFLON-BASED, GAS AND OIL " ' � '
RESISTANT PIPE SEALANT. WHEN COMPLETING THE INSTALLATION OF A CLAMSHELL FITTING, TIGHTEN THE - '' " �
CLAMPS SO THAT THEY ARE METAL TO METAL ;Tw "I T ,z
SECTION B
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START-UP AND CALIBRATION NOTES
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0.0 GENERAL NOTES 3.00 INVENTORY/LEAK DETECTION SYSTEM 4.00 PIPING FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS 6.00 VAPOR RECOVERY COMPONENTS
NOTE: A SCOPE: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MISCELLANEOUS A GENERAL: THE CONTRACTOR SHALL 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 0
CALIBRATION MATERIALS FOR A COMPLETE INSTALLATION OF THE INVENTORY/LEAK DETECTION HANDLING OF THE FLAMMABLE AND COMBUSTIBLE LIQUIDS (MOTOR FUELS) IN THE OVERALL STAGE I AND II VAPOR RECOVERY SYSTEMS CAN BE CERTIFIED TO
SYSTEM. THE SYSTEM TO BE INSTALLED IS A UST MONITORING SYSTEM AS ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES: REDUCE THE EMISSIONS OF VOLATILE ORGANIC COMPOUNDS TO THE ATMOSPHERE, (4 0 m
1.00 MOTOR FUEL DISPENSING PUMPS MANUFACTURED BY THE VEEDER-ROOT COMPANY, 125 POWEDER FOREST DRIVE, NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE; AND NFPA 30A, STAGE I VAPOR RECOVERY RELATES TO THE TRANSFERRING OF GASOLINE FROM THE
SIMSBURY CONNETICUT 06070. AUTOMOTIVE AND MARINE SERVICE STATION CODE; STATE AND LOCAL CODES, VEHICLE TANK TRUCK TO THE UNDERGROUND STORAGE TANK. STAGE 11 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 THE CONSTRUCITON RECOVERY RELATES TO TRANSFERRING FROM THE UNDERGROUND TANK TO THE
CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION DOCUMENTS, BE DONE IN ACCORDANCE WITH NFPA CODE 70, NATIONAL ELECTRICAL CODE, AND SPECIFICATIONS. THE FOLLOWING EARTHWORK SPECIFICATIONS ARE CONSIDERED MOTOR VEHICLE FUEL TANK AT THE PUMP AREA. a
NFPA CODE 30A, AUTOMOTIVE AND MARINE SERVICE STATION CODE. INDUSTRY MINIMUMS FOR PIPING INSTALLATION AND ARE SUBJECT TO ANY
THE SCOPE OF WORK, AND THE CONSTRUCTION DRAWINGS AND CONSTRUCTION PIPING MANUFACTURER REQUIREMENTS THAT ARE MORE STRINGENT. A VAPOR OR VENT UNDERGROUND PIPING: THE MATERIAL OF CONSTRUCTION ok
SPECIFICATIONS. B SYSTEM DESCRIPTION/INSTALLATION: THE UST MONITORING SYSTEM INCLUDES 1 TRENCH EXCAVATION: EXCAVATE FOR THE INSTALLATION OF PIPING AND FOR ALL UNDERGROUND PIPING AND FITTINGS FOR HANDLING OF FLAMMABLE AND IN= m m %w
FEATURES THAT IMPROVE THE ABILITY TO CONTROL INVENTORIES, ACCURATELY APPURTENANCES. ALL OBSTRUCTIONS, SUCH AS BROKEN CONCRETE, COMBUSTIBLE LIQUID MOTOR FUEL VAPORS SHALL BE FIBERGLASS REINFORCED
B REMOTE DISPENSING ISLAND: WHERE INDICATED IN THE SCOPE OF WORK, RECONCILE SHIFT AND DAILY TOTALS, IDENTIFY LEAKS, AND WARN OF TANK TREE ROOTS, AND OTHER FOREIGN MATERIAL OF ANY TYPE SHALL BE PLASTIC CONFORMING TO UNDERWRITER LABORATORY (UL) 971 COMPATIBLE WITH ac
REMOTE MOTOR FUEL DISPENSING ISLANDS SHALL BE INSTALLED IN ACCORDANCE OVERFILLS. THESE FEATURES ARE PROGRAMMABLE AND CAN BE SET TO REMOVED FROM THE SITE. THE STORED LIQUIDS. ANY UST OR UST COMPARTMENT STORING CLASS to LIQUIDS
WITH THE MANUFACTURERS INSTALLATION DOCUMENTS AND THE CONSTRUCTION MATCH OPERATING REQUIREMENTS. THE DESIGN IS MODULAR, WHICH ALLOWS EACH 2 REMOVAL OF WATER: PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES SHALL BE EQUIPPED WITH VENTING DEVICES THAT ARE NORMALLY CLOSED EXCEPT
DRAWINGS AND SPECIFICATIONS, SYSTEM TO BE CONFIGURED WITH MONITORING INPUT AND OUTPUT CAPABILITIES AT ALL TIMES TO REMOVE AND DISPOSE OF ALL WATER ENTERING THE WHEN VENTING UNDER PRESSURE OR VACUUM CONDITIONS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
C FILTERS: CONTRACTOR SHALL FURNISH AND INSTALL FILTERS FOR EACH ACCORDING TO THE SPECIFIC NEED. TRENCH DURING THE PROCESS OF PIPE LAYING. THE TRENCH SHALL BE co
THE CONFIGURATION SPECIFIED HERIN CONSISTS OF A MONITORING CONSOLE WITH KEPT DRY UNTIL THE PIPE LAYING AND JOINTING ARE COMPLETE, 1 PRIMARY FRP PIPING: O M
GASOLINE AND DIESEL DISPENSER/PUMP. ACTIVATE EACH PRODUCT ON EACH INTEGRAL PRINTER AND COMMUNICATIONS MODULE, MAGNETOSTRICTIVE PROBES PREVENT TRENCH WATER, DUST, DIRT, DEBRIS, INSECTS AND ANIMALS A. MATERIAL ALL SINGLE WALL OR PRIMARY FIBERGLASS REINFORCED to
DISPENSER AND INSPECT FILTER FOR LEAKS. ALLOW APPROXIMATELY 100 GALLONS FOR INVENTORY CONTROL, PIPING SUMP LEAK SENSORS AND HYDROSTATIC LEAK FROM ENTERING THE PIPE. WHEN PIPE LAYING IS NOT IN PROGRESS, PLASTIC (FRP) PIPING SHALL BE RED THREAD 11, AS MANUFACTURED 0
OF PRODUCT TO FLOW THROUGH THE FILTER, THEN REMOVE AND REPLACE WITH NEW SENSORS FOR INTERSTITIAL MONITORING OF THE STORAGE TANKS. IN ADDITION TO INCLUDING THE NOON HOUR, THE OPEN ENDS OF PIPE SHALL BE CLOSED. BY SMITH FIBERGLASS PIPE DIVISION, BURKBURNETT, TEXAS, 76354 AR
FILTER BEFORE LEAVING SITE. FILTERED PRODUCT TO BE REPLACED BACK INTO TANK AUDIBLE AND VISUAL ALARM INDICATORS AT THE CONSOLE PANEL, AN EXTERIOR- 3 TRENCH BASE AND BACKFILLING: GRADE THE BOTTOM OF THE TRENCH BY OR APPROVED EQUAL. THE PIPE SHALL BE FILAMENT WOUND <n I
IT WAS REMOVED FROM, MOUNT AUDIBLE/VISUAL ALARM PROVIDES TANK OVERFILL PROTECTION. HAND TO THE LINE AND GRADE TO WHICH THE PIPE St TO BE LAID, WITH FIBERGLASS REINFORCED EPDXY WITH AN INTEGRAL EPDXY LINER AND 4) M E
PROPER ALLOWANCE FOR PIPE THICKNESS AND FOR PEA GRAVEL. REMOVE EXTERIOR COATING. PIPE SHALL BE DESIGNATED RTRP11 CZ OR EQUAL, =
D CONTAINMENT SUMP: THE CONTRACTOR SHALL FURNISH AND INSTALL A
C LEAK DETECTION PROGRAMMING: THE VEEDER-ROOT MUST BE PROGRAMMED HARD SPOTS THAT WOULD PREVENT A UNIFORM THICKNESS OF BEDDING. PER ASTM D-2310. PIPE SHALL BE MANUFACTURED TO STEEL PIPE 10 N � cb
LIQUID-TIGHT CONTAINMENT SUMP BELOW EACH DISPENSING PUMP THAT IS WITH THE FOLLOWING PARAMETERS AT A MINIMUM: BEFORE LAYING EACH SECTION OF THE PIPE, CHECK CAREFULLY THE OUTSIDE DIAMETER DIMENSIONAL OD TOLERANCES. PIPE SHALL HAVE A X)X m o a
INSTALLED ON A PUMP ISLAND. INSTALL IN CONFORMANCE WITH THE CONSTRUCTION 1. - PROPER TANK SIZE, PRODUCT, AND GALLONAGE GRADE AND CORRECT ANY IRREGULARITIES FOUND. THE TRENCH BOTTOM MINIMUM PRESSURE RATING OF 150 PSI. THE CONTRACTOR SHALL BE W.-N I
DRAWINGS AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL 2. - WATER LEVEL WARNING AT 2.5" SHALL FORM A CONTINUOUS AND UNIFORM BEARING AND SUPPORT FOR CERTIFIED BY THE MANUFACTURER TO INSTALL A FRP PIPING SYSTEM. '00 0-7 p
CONTAINMENT SUMPS MUST BE HYDROSTATICALLY TESTED BY A THIRD PARTY BEFORE 3. - HIGH WATER LEVEL LIMIT AT 3.0" THE PIPE AT EVERY POINT, B. FITTINGS - ALL SINGLE WALL OR PRIMARY FRP PIPING FITTINS AND p m M 0
BEING BACKFILLED. ALL REPAIRS ARE TO BE SUBMITTED TO THE GENERAL CONTRACTOR 4, - OVERFILL LIMIT - 95% 4 PIPE HANDLING: EACH PIPE AND FITTING SHALL BE CAREFULLY INSPECTED MISCELLANEOUS PIPING APPURTENANCES SHALL BE RED THREAD 11 3 , ;&2
AND THE OWNER'S REPRESENTATIVE. 5. - HIGH PRODUCT LEVEL - 90% BEFORE THE EXPOSED PIPE OR FITTING IS INSTALLED OR THE BURIED AS MANUFACTURED BY SMITH FIBERGLASS PIPE DIVISION, IIIIIIIIIIIIIIIIIIIIIIIIIP
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6. - DELIVERY LIMIT - 30% OR SITE-SPECIFIC PIPE OR FITTING IS LOWERED INTO THE TRENCH. THE PIPING O 4 c
E METER CALIBRATION: THE CONTRACTOR SHALL CALIBRATE AND SEAL NEW 7, - LOW PRODUCT LEVEL - SITE-SPECIFIC USE PROPER IMPLEMENTS AND TOOLS FOR THE SAFE AND PROPER FITTINGS AND APPURTENANCES SHALL BE COMPRESSION MOLDED OR U-J cM
DISPENSING METERS IN ACCORDANCE WITH LOCAL WEIGHTS AND MEASURES 8. - SUDDEN LOSS LIMIT - 25 GALLONS PROTECTION OF THE PIPE. CAREFULLY HANDLE PIPE IN SUCH FILAMENT WOUND FIBERGLASS REINFORCED EPDXY, BELL AND SPIGOT Lo 0- 0.
REGULATIONS. SET THE DELIVERY CALIBRATION AS CLOSE TO 'ZERO" AS POSSIBLE. A MANNER AS TO AVOID ANY PHYSICAL DAMAGE TO THE PIPE, DO NOT ENDS, MATERIALS SIMILAR TO AND COMPATIBLE WITH PIPE MATERIAL.
THE CONTRACTOR MUST RETURN ALL MOTOR FUEL USED IN THE CALIBRATION OF DROP OR DUMP PIPE INTO TRENCHES 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 9. - ALL LIQUID SENSORS SHALL BE IDENTIFIED AS TO THEIR LOCATION. IF MULTIPLE SPECIFIED FOR ADJOINING PIPE. THE CONTRACTOR SHALL BE CERTIFIED
CONTRACTOR MUST PROVIDE WRITTEN DOCUMENTATION ON THE FLOW RATE OF SENSORS ARE USED, CONTRACTOR WILL POST A LAMIFIATED DRAWING ADJACENT B UNDERGROUND PRODUCT PIPING: ALL UNDERGROUND PIPING AND BY THE MANUFACTURER TO INSTALL A FRP PIPING SYSTEM. Q O U V
EACH NOZZLE TO THE MONITOR TO INDICATE THE LOCATION OF THE SENSORS BY NAME AND FITTINGS FOR THE HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUELS C. ADHESIVE - ADHESIVE FOR JOINING COMPONENTS SHALL BE THE T
NUMBER. SHALL BE DW FRP CONFORMING TO UNDERWRITERS LABORATORY MANUFACTURER'S RECOMMENDED SEALANT AND SHALL BE LISTED WITH m - -1)` .1�
F TESTING: THE CONTRACTOR SHALL PERFORM THE FOLLOWING ELECTRICAL (UL) 971. THE PIPING SYSTEM SHALL BE COMPRISED OF A PRIMARY FUEL UNDERWRITER'S LABORATORIES INC. FOR USE IN NON-METALLIC r• T_ �
CIRCUIT TEST: D SHIELDED CABLE: AS OF SEPTEMBER 11, 1998, THE USE OF SHIELDED CABLE PIPE WITHIN A SECONDARY CONTAINMENT PIPE. UNDERGROUND PIPING FOR FLAMMABLE LIQUIDS. T_ 0 C4
1. - TURN OFF ALL CIRCUIT BREAKERS CONTROLLING THE PUMPS AND CHECK TO FOR "ALL PROBES AND SENSORS", REGARDLESS OF CONDUIT MATERIAL OR D. TESTING - AN AIR PRESSURE TEST MUST BE PERFORMED ON THE PRIMARY
ASSURE THAT ALL PUMPS ARE NOT RUNNING. APPLICATION, IS REQUIRED BY THE VEEDER-ROOT COMPANY. AS SPECIFIED, SHIELDED PIPING TO DETECT ANY LEAKS THAT MAY EXIST. TEST PRESSURE IS TO T z Lo
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2. - CONFIRM THAT ALL NOZZLES ARE IN THE DISPENSER BOOT WITH THE BOOT C ABOVEGROUND STEEL PIPING: ALL ABOVEGROUND PIPING SHALL BE CARBON JL
ELECTRICAL SWITCH OFF. CABLE MUST CONFORM TO THE FOLLOWING CRITERIA: STEEL, SEEMLESS, OR ELECTRIC RESISTANCE WELDED, PER ASTM A53, GRADE B BE 50 PSI MAINTAINED FOR A MINIMUM OF 1 HOUR WITH NO PRESSURE r ,
1. - THE CABLE MUST BE GAS AIJD OIL RESISTANT. DECAY. SOAP TEST ALL JOINTS. THIS TESTING SHALL BE IN COMPLIANCE �!
3. - TURN ON CIRCUIT BREAKER CONTROLLING ONE PUMP AND ON EACH SCHEDULE 40. ``
DISPENSING PUMP: 2. - THE CABLE MUST CONTAIN A DRAIN WIRE FOR EASY CONNECTION OF THE SHIELD. WITH THE PIPE MANUFACTURER'S INSTALLATION INSTRUCTIONS. `,J
4. REMOVE NOZZLE, TURN OPERATING HANDLE ON, AND DISPENSE PRODUCT 3. - THE SHIELD MUST BE CONNECTED TO THE EARTH GROUND TERMINAL
-TO CONFIRM HOSE IS PRESSURIZED (INTRINSICALLY SAFE SIDE) AT THE MONITOR END ONLY. 2 SECONDARY CONTAINMENT FRP PIPING m
5. - ASSURE THAT ONLY THE CORRECT PUMP TURNS ON. 4. - THE CABLE CANNOT BE OF A COAXIAL TYPE. D TESTING UNDERGROUND PRODUCT PIPING
5. - THE SHIELD TO CONDUCTOR CAPACITANCE MUST BE LESS THAN 10ppf/ft. 1 GENERAL: CONTRACTOR TO NOTIFY THE OWNER FIVE (5) WORKING DAYS A. MATERIAL - ALL SECONDARY CONTAINMENT FRP PIPING SHALL BE AS
6. - IF CIRCUIT DISCONNECTION OR OTHER PROBLEMS ARE DETECTED USIIJG THE MANUFACTURED BY SMITH FIBERGLASS PIPE DIVISION,
THE SHIELDED CABLE MUST BE BELDEN88760, 2 CONDUCTOR, 18 AWG, OR IN ADVANCE OF ANY PRODUCT PIPING TESTING PHASE. PRIOR TO m
ABOVE PROCEDURE, MAKE CORRECTION AND REPEAT ENTIRE SYSTEM CHECKOUT.
APPROVED EQUAL. PRESSURE TESTING OF THE PIPING, THE PIPING MUST BE ISOLATED FROM
THE TANKS AND DISPENSERS. B. FITTINGS - SECONDARY CONTAINMENT PIPE FITTINGS AND MISCELLANEOUS C V
2.00 ELECTRICAL WORK CLOSEOUT E ELECTRICAL SPECIFICATIONS: ELECTRICAL INSTALLATION OF THESE 2 PRIOR TO BACKFILL: ALL NEW PIPING SHALL BE TESTED BEFORE BEING PIPING APPRUTENANCES SHALL BE SMITH, TWO PIECE CLAMSHELL 12)
SPECIFICATIONS MUST BE RIGIDLY ADHERED TO DURING INSTALLATION OF THE COVERED, ENCLOSED, OR PLACED IN SERVICE. AIR TEST ALL PRIMARY FITTINGS. .0 (a c N
NVENTORY/LEAK DETECTION SYSTEM. PIPING AT 50 PSI FOR A PERIOD OF ONE HOUR. SOAP ALL JOINTS C. ADHESIVE - ADHESIVE FOR JOINTING COMPONENTS SHALL BE SMITH 0 � L �
A 1. ALL SITE ELECTRICAL SYSTEMS MUST HAVE PASSED FUNCTIONAL TESTING AND INSTALLATION MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. AND INSPECT FOR AIR BUBBLES. ON DOUBLE WALL SECONDARY PIPING ADHESIVE AND SHALL BE APPLIED AS REQUIRED BY THE MANUFACTURER � ® Q U
. BE FULLY OPERABLE SYSTEMS, AFTER THE INNER PIPE TEST HAS BEEN CONCLUDED, PRESSURE IN THE ASSEMBLY OF ALL FITTINGS WITH AN AIR-DRIVEN SMITH RIVIT
2, ALL SITE ELECTRICAL SYSTEMS MUST PASS INSPECTION BY THE LOCAL F STARTUP AND TRAINING: THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TEST THE SECONDARY CONTAINMENT PIPING AT THE AIR PRESSURE TOOL USED FOR RIVETED CLOSURE.
APPROVING AUTHORITIES. PROVISION OF AN AUTHORIZED VEEDER-ROOT REPRESENTATIVE FOR SYSTEM REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. D. TESTING - THE SECONDARY CONTAINMENT PIPING SHALL BE TESTED WITH DISCLAIMER
3. ALL BURIED SITE POWER AND CONTROL SUBSYSTEMS MUST HAVE PASSED START-UP AND TRAINING OF THE LOCAL MANAGER AND KEY PERSONNEL IN ITS 3 AFTER BACKFILLING: AFTER BACKFILLING, ALL UNDERGROUND PRIMARY LINES A MINIMUM 3 PSI AIR PRESSURE/SOAP TEST OR HYDROSTATIC TEST UPON
APPROPRIATE MEGGER TESTING. OPERATION. CONTRACTOR WILL SUPPLY AS PART OF THE CLOSE-OUT DOCUMENTATION
4. ALL ELECTRICAL PANELBOARDS MUST HAVE TYPE WRITTEN SCHEDULES THAT SHALL BE HYDROSTATICALLY TESTED WITH A PRECISION TESTING SYSTEM, COMPLETION, THIS TESTING SHALL BE IN COMPLIANCE WITH THE PIPE DOCUMENTS PREPARED BY
ACCURATELY IDENTIFY BREAKERS BY FUNCTION AND PANEL POSITION.
A LIST OF THE INDIVIDUALS/PERSONNEL TRAINED ON THE VEEDER-ROOT SYSTEM. "PETRO TOTE" SYSTEM, S MARKETED BY HEATH CONSULTANTS INCORPORATED; MANUFACTURER'S INSTALLATION INSTRUCTIONS. CORESTATES, INC. ARE TO BE
5. ALL CONDUITS AND CONDUCTORS MUST BE PROPERLY TAG IDENTIFIED. TIGHTNESS
MAS CERTIFICATE:
ETTS, OR APPROVED EQUAL. USED ONLY FOR THE SPECIFIC
6. ALL UNTERMINATED ELECTRICAL WORK PROVIDED BY THIS CONTRACT INTENDED G HYDROSTATIC TEST FOR STP SUMP/BRAVO BOX/SPILL BUCKETS: 4 TIGHTNESS CERTIFICATE: UPON 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 CERTIFICATE OF TIGHTNESS" CONFORMING TO UL HES SEE SECTION 5.1 FOR SPECIFICATIONS FOR MATERIALS PROJECT AND SPECIFIC USE FOR
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 SECONDARY SYSTEM, FITTINGS, JOINTS; ADHESIVES, AND TESTING. WHICH THEY WERE PREPARED.
POURED. WHETHER A JURISDICTIONAL HYDROSTATIC TEST IS REQUESTED BY AN OVERSIGHT AGENCY OR ANY EXTENSION OF USE TO
C STAGE 11 VAPOR RECOVERY PIPING INSTALLATION: IT IS ESSENTIAL THAT THE
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 OTHER PROJECTS, BY OWNER
CAPPED ON BOTH ENDS. ONE IS REQUIRED. THE STP SUMP AND SPILL BUCKET INSTALLATION CONTRACTOR IS RESPONSIBLE STAGE II VAPOR RECOVERY PIPING SLOPE TOWARD THE UNDERGROUND TANK AT A
MINIMUM OF 1/8" PER FOOT. THE PIPING MUST BE BEDDED TO A UNIFORM GRADE, OR ANY OTHER PARTY, WITHOUT
9. ALL ELECTRICAL SYSTEMS MUST PASS THE INSPECTION OF THE OWNER'S FOR COORDINATING WITH THE CONSTRUCTION MANAGER AT LEAST 24 HOURS PRIOR TO THE E TIGHTNESS TESTING ABOVEGROUND PRODUCT PIPING: THE CONTRACTOR SHALL COMPLETELY FREE OF ANY SAGS OR LOW SPOTS THAT COULD, WHEN FILLED WITH THE EXPRESSED, WRITTEN
REPRESENTATIVE. ANTICIPATED HYDROSTATIC TEST TIME. THE DISPENSER SUMP INSTALLATION CONTRACTOR WILL SOAP BUBBLE TEST ALL ABOVEGROUND PIPING IN MUCH THE SAME MANNER AS FOR LIQUID, CREATE A RESTRICTION TO THE FREE FLOW OF VAPOR. AUTHORIZATION OF CORESTATES,
0. ALL ELECTRICAL AS BUILD DRAWINGS MUST BE IN POSSESSION OF THE BE RESPONSIBLE FOR COORDINATING THE DISPENSER SUMP HYDROSTATIC TEST WITH THE UNDERGROUND PIPING. THE PIPING SHALL BE PRESSURIZED TO 50 PSI.
OWNER'S REPRESENTATIVE. CONSTRUCTION MANAGER AT LEAST 24 HOURS PRIOR TO THE ANTICIPATED TEST TIME. INC: IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY
B SCOPE: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR 1 METHODOLOGY FOR STP SUMP HYDROSTATIC TEST: OTHER THAN WHAT WAS
A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THE SITE-SPECIFIC AFTER ALL PIPING AND ELECTRICAL PENETRATIONS HAVE BEEN SEALED, AND THE STP SUMP SPECIFICALLY INTENDED, THE
CONSTRUCTION DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INSTALLED AND FINISHED TO THE TANK, THE STP SUMP INSTALLATION CONTRACTOR WILL
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 OWNER WILL HOLD CORESTATES,
COMBUSTIBLE LIQUIDS CODE, 2000; AND NFPA CODE 30A, AUTOMOTIVE AND MARINE CONSTRUCTION MANAGER. WATER WILL BE INTRODUCED INTO THE STP SUMP PAST THE INC. HARMLESS FROM ALL
SERVICE STATION CODE, 2000. THE CONTRACTOR SHALL SUBMIT DESCRIPTIVE HIGHEST PENETRATION INTO THE INSTALLED AND FINISHED SUMP. THE CONSTRUCTION MANAGER CLAIMS AND LOSSES.
LITERATURE FOR ALL EQUIPMENT AND MATERIAL FURNISHED UNDER THIS SECTION. WILL PHYSICALLY INSPECT EACH (SIDE OR BOTTOM) PENETRATION TO ENSURE THAT NO MOISTURE
SUCH LITERATURE SHALL BE COMPLETE ENOUGH TO SHOW THE EQUIPMENT AND OR LEAKAGE EXISTS AROUND THE FITTINGS. THE CONSTRUCTION MANAGER WILL FEEL EACH PIPING
AND ELECTRICAL PENETRATION TO ENSURE THAT NO MOISTURE OR LEAKAGE EXISTS AROUND THESE �;� �t1iP.ft��
MATERIAL COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PENETRATIONS. �. `���
`, } 1 ��
� r�
C CONDUIT AND JUNCTION BOXES ^�� ,�jtr�+ +. •y
2.3.1 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 :' i0". �'
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 +e `&�
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 ii
l
OF 95% OF MAXIMUM DRY DENSITY. THE DISPENSER SUMP TO WITHIN 3"OR 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 r G '�"
2.4.1 GENERAL: ALL CONTROL SYSTEMS SHALL BE IN PROPER OPERATING WITH CONSTRUCTION MANAGER 24-HOURS PRIOR TO THE ANTICIPATED SUMP TEST - - �'�.�. �'-`�i` .'
CONDITION AND APPROVAL MUST BE GIVEN BY THE CONTROL SYSTEM APPARATUS INSPECTION TIME. THE CONSTRUCTION MANAGER WILL PHYSICALLY INSPECT EACH (SIDE11 ••••"' ' 1
MANUFACTURER, AS WELL AS BY THE OWNER, BEFORE ANY FINAL ACCEPTANCE OR BOTTOM) PENETRATION TO ENSURE THAT NO MOISTURE OR LEAKAGE EXISTS AROUND THE ,,ARICK.It, '
IS MADE, FITTINGS. THE CONSTRUCTION MANAGER WILL FEEL EACH PIPING AND ELECTRICAL
2.4.2 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. �� 5
N SERVICE.
2.4.3 MOTOR FUEL DISPENSING PUMPS. SEE ELECTRICAL TESTING SECTION FOR I CONTRACTOR SHALL PROVIDE DIGITAL PHOTOGRAPHS OF EACH MAJOR STAGE }
THE REQUIRED ELECTRICAL CIRCUIT TEST. OF UNDERGROUND STORAGE TANK SYSTEM INSTALLATION INCLUDING, BUT NOT ShSheett
,µ
2.4.4 SHORTS AND GROUNDS: CONTRACTOR SHALL THOROUGHLY TEST ALL LIMITED TO: TANK INSTALLATION, PIPING INSTALLATION, SUMP INSTALLATION, ELECTRICAL
WIRING FOR SHORTS AND GROUNDS BEFORE CURRENT IS TURNED ONi. SYSTEM INSTALLATION, DISPENSER INSTALLATION, MONITORING SYSTEM INSTALLATION,
2.4.5 COVERS AND SEALS: COVERS SHALL BE CHECKED TO VERIFY THEY ARE CANOPY INSTALLATION, BACKFILLING AND PAVING. ALL PHOTOS MUST BE PROVIDED
SECURELY INSTALLED ON FITTINGS, JUNCTION BOXES, SWITCHGEAR, MOTOR CONTROL TO 7A IN .JPG FORMAT ON A CD AT THE REQUEST OF TA OR THEIR REPRESENTATIVE.
CENTERS, ETC., AND THAT SEALS ARE COMPLETE smolk AIIIIIIIIIIIIIIIIIIIIINk ob' 2
Ao
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 H u %j
AND RED LINE MARKUPS, AND INFORM THE TRAVEL CENTERS OF AMERICA FIELD CONSTRUCTION
MANAGER OF ALL MILE STONE EVENTS.

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GRADE
DOCUMENTS PREPARED BY
GRADe 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
OR ANY OTHER PARTY, WITHOUT
APPROVED BACKFILL
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.
as • ••�;,9.'r;
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APR
Sheet #

N
Z Z Z
W W W
Z 2
CD
FUEL CIVIL EQUIPMENT FUEL ELECTRICAL EQUIPMENT FUEL MECHANICAL EQUIPMENT 5 W W o o W
U U � 0�
0 w Z Z a W
W W o
EQUIPMENT DESCRIPTION PROVIDED INSTALLED QUANTITY EQUIPMENT DESCRIPTION PROVIDED INSTALLED QUANTITY EQUIPMENT DESCRIPTION PROVIDED INSTALLED QUANTITY U U U
_ 2,500 Gallon Double Wall Fiberglass Veeder—Root Non—Discriminating PMC (FH-51 0) SERIES PRODUCT Z
g EXISTING EXISTING 1 FE-01 g Contractor Contractor 2 FM-01 1
FC 01 DISPENSER Contractor Contractor
Underground Storage Tank. Sump Sensor (#794390-208)
Veeder—Root Universal Mounting Kit FM-02 OPW Dispenser Sump (D02198M) Contractor Contractor 1 0 0 0
FC-02 OPW Stain, "Steel Island Form 3'x4'xl8" Contractor Contractor 1 FE-02 330020-012 g Contractor Contractor 2
m
�+-' � N e- 00
FM-03 OPW Dispenser Sump Top (IB-2426-opw) Contractor Contractor 1 o 0 0
e- N C) It
FE-03 Pump Control Relay: FE Petro Existing Existing 1
FM-04 Stabilizer Bar (1 per product) Contractor Contractor 1
12" Thick Concrete .Pad. with #4 Rebar Contractor Contractor F.D FE-04 Island Emergency Shutdown Switch —
FC-03 @ 12" c/c Contractor Contractor 1 FM-05 OPW Conquistador Water Tight Manhole
by Power Integrity W/ Extended Guard. Contractor Contractor 1
— — _ (or equal) (39CDHD—WT10) 39 ' Heavy Duty Cover
FC-04 NOT USED `t co t` co
D.
FE-05
Weather—proof junction box Contractor Contractor F. FM-06 18" Manway (OPW #104A-1800) Contractor Contractor 1
.
FC=05 Expansion Joint .with Backer Rod and (Intrinsically Safe Wiring Components) Red Jacket Mechanical Leak Detector 1
Contractor Contractor F,D. FM--07 Contractor Contractor
fill with Sikaflex 1 cSL Caulking. 1 1 6-056
FE-06 Explosion Proof Junction . Box Contractor Contractor F:D.
FC-06 4' x 4' x 2" Rigid Styrofoam Board Contractor Contractor F.D. OPW Cover Tag (#1TAG 1000 Unleaded)+
FE-07 Union (size to suit) Contractor Contractor F.D. FM-08 Contractor Contractor. 1
OPW Bucket Tag (#1 TAG 1010 Unleaded)
FC-07 Backfill Shield Material Approved By Site Contractor Contractor F.D. FE-08 Seal Fitting (size to suit) Contractor Contractor F.D.
Representative FM-09 Franklin Fueling Systems 5 Gal. Double (D 00
Contractor Contractor. 1
FE-09 1 2" FUEL RATED SOLENOID VALVE Contractor Contractor 1 Wall Spill Container (Model 705-550) t�
FC-08
FM-10 OPW 61SO-400C—EVR OVERFILL DROP Contractor Contractor 1 � � N
FE-10 Veeder—Root TLS-350 Existing Contractor 1 TUBE
Tank Level Monitor ® z U J
FC-09 FM-1 1 OPW—FSA-400—EVR FACE SEAL ADAPTER Contractor Contractor 1 J _!Q„ CU Z Q
O
FE—11 Magnetic Safety Tape Contractor Contractor F.D. FM-12 Gasoline Nozzle OPW unleaded � LU
FC- 10 Contractor Contractor 1 Q
automatic—closing nozzle (1 1 BP-0400) = Q =3H
FE-12 OPW EBF-0751 Bolted entry fitting Contractor Contractor F.D. U U 0U Q
CONTAINMENT SOLUTIONS TANK SUMP >.
FC-11 FM-13 Contractor Contractor 1 LL =Z N �
FE_13 Existing Interstitial Sensor EX RU X SW—PTS—(WT34)-60/8 ® W N
OPW double Poppet Shear Valve } LO
-
FE-14 Existing Interstitial Probe EX RU X (#10BMP-5830) or Equal Z O J
FC-12 FM-14 Contractor Contractor 1 C
® � N J
1C 00
FC-13 Existing Veeder Root MAG 1 Tank level 1 monitor w/ cap and adapter kit .5" Hosemaster FSMS series M x M U ® V
FE-15 EX RU X FM-1 5 Swivel Flex Connector LENGTH TO SUIT Contractor Contractor M.Q. U
2: �
FE-16 Belded cable Contractor Contractor F.D. FM-16 2" Galvanized Steel nipple Contractor Contractor F.D.
FM-17 2" Dia Galy. Steel Union Contractor Contractor F.D.
FM-18 2" Dia. Galy. Steel coupling Contractor Contractor F.D.
FM-19 2" Dia Galy. Steel 90' Elbow Contractor Contractor P.D.
FM-20 2" x 11" NPT Bushing Contractor Contractor F.D W
} �f LL
FM-21 1 1 /2" Universal FULL PORT BALL VALVE Contractor Contractor F.D ,y Y � L
FM-22 1 1 /2 ' Galva Steel pipe nipple Contractor Contractor F.D.
S
4" Galy. Riser Length as Required Contractor Contractor r f j �;
_ FM-23 — 9 q � _ F.
4" Tank Bottom Screen & Protector Y
FM-24 Contractor Contractor 1 � �(
(OPW #61 TP-2398)
FM-25 OPW-23-0033 (2") Vent Cap EXISTING EXISTING 1 # a:G
FM-26 UPP 1 .5" union adapter NPT (82.050 UF) Contractor Contractor F.D.
FM-27
FM-28 UPP Fiberglass entry seal—single sided Contractor Contractor F.D.
(FEB—S-125) eg
FM-29 UPP 1.5" double wall UPP piping Contractor Contractor F.D. 0
(165' coil) INC
FM-30 1 .5" Did GaIv. Steel 90' Elbow Contractor Contractor F.D.
FM-31 1 .5" Dia Galy. Steel 45' Elbow Contractor Contractor F.D. 110
OPW 104AOW-1 200 1 2"0 MonitorME I
FM ( ) Contractor Contractor 2
U
Manway 0 N C6
FM-33 FLEX—ING Connector Kit: Contractor Contractor 2 w N
Vt
—EZ Fit Clamp c 5
—1.5" Ball Valve
-1.5" 90' Elbow a VA 3 M E
1.5"x18" Flex Line vi�:$
—EZ Fit Clamp
—1.5" NPT Adapter 00 W CD _
FM-34 FLEX—ING CONNECTOR KIT: Contractor Contractor 1 Q �1
—EZ FIT CLAMP = Z LO
1 .5%2" FLEX LINE
—EZ FIT CLAMP U <C
—1.5" NPT ADAPTER
m
FM-35 UPP 2" single wall UPP 00
piping (19' Stick) Contractor Contractor 1 CID � v
FM-36 OPW 22" Tank manway adapter t j p p
(TMA-2224) Contractor Contractor 1
DISCLAIMER
DOCUMENTS BY
FM-37 Submersible pump EX RU 1 CORESTATES,P INC.REPARED
AREE TO BE
USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR
WHICH THEY WERE R
FM-38 OPW 2411TPS Swivel Contractor Contractor 1 ANY EXTENSION OF USEAOED.
OTHER PROJECTS, BY OWNER
OR ANY OTHER PARTY, WITHOUT
FM-39 4" Galy. piping / Mastic Coated EX RU X THE EXPRESSED, WRITTEN
AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY
FM-40 Vapor Cap and adapter EX RU X OTHER THAN WHAT WAS
SPECIFICALLY INTENDED, THE
OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
J
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F.D. — Field Determined RAG Y.
M.Q. — Manufacturer's Quote
APR 1 � 11
S.D. See Drawing
Sheet #
EX. — Existing
RJ. — Reuse

001 GASOLINE TANK PLAN SCALE: 3/4" = 1'-0" 002 TYPICAL CROWNING DETAIL SCALE: 1" = 1'-o" 004 TYPICAL TANK APRON EDGE DETAIL SCALE: 1" = 1'-o" fn U)
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AY MANHOLE COVER
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AT ALL MANHOLES AND SPILL CONTAINERS N
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#4 REBAR 3'LG @ 6" OC. 1. THE 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 0
4 REBAR 8'LG t� 12 OC. CODE, 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
# MECHANICAL, AND OTHER SYSTEMS AND THE FOLLOWING MINIMUM LIVE LOADS: COMPOUND. APPLY CURING COMPOUND TO WALLS AND PILASTERS IF EXPOSED TO DRYING CONDITIONS
s PRIOR TO COMPLETION OF FULL 7 DAY MOIST CURING PERIOD,
o SLAB OVER STORAGE TANKS: HS-20 16.FLOOR HARDENERS - ALL FLOORS AS NOTED ON ARCH. DWGS/SPECS. TO RECEIVE NON-METALLIC,
iv SLAB IN DISPENSING AREA: 20,p00 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 (PREMIUM) OR MASTERCRON BY MASTER BUILDERS OR DURAG PREMIUM BY STERNSON Ltd. W
17.SAW CUT SLAB CONTROL JOINT AS LOCATED ON PLAN USING 1/4" THICK BLADE. Ts
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND FILL SAW CUT WITH SELF LEVELING, POLYURETHANE BASE JOINT SEALANT. SEALANT s1 .
LOCAL CODES, INCLUDING BUT NOT LIMITED TO: TO BE CLASS "A" TO ASTM C-920, TYPE S, GRADE P. CLASS 25. ACCEPTABLE MATERIAL: _ - ;-
BOCA NATIONAL BUILDING CODE, 1996 SIKAFLEX 1C SL AS MANUFACTURED BY SIKA OR APPROVED EQUAL. BACKER ROD AND SEALANT
ONLY REQUIRED ON EXPOSED FLOOR SLABS. ' O
ANSI/ASCE 7-95
ACI 318-95 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
18. CONCRETE SLABS TO RECEIVE A MINIMUM TWO PASS STEEL TROWELLED SURFACE FINISH TO gg
ANSI/AF&PA NDS-1997 PRODUCE SMOOTH, HARD, DENSE, BURNISHED CONCRETE SURFACE LEVEL WITHIN 1 8" WHEN MEASUREDs000
/ACI 530-95 ASCE 5-95 TMS 402-95DIRECTION./ / USING 10'0' STRAIGHT EDGE IN ANY
fx
19. COLD WEATHER CONCRETE SHALL BE PLACED AND PROTECTED IN ACCORDANCE WITH THE
ANY DISCREPANCIES BETWEEN THE ABOVE LISTED CODES AND THE CONSTRUCTION DOCUMENTS REQUIREMENTS OF ACI-306R-LATEST EDITION. PROVIDE HEATED ENCLOSURES AND/OR INSULATED TARPS
SHALL 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 57 ,„` Q
OOJ' GASOLINE TANK SECTION SCALE: 3/4" = 1'-0" PROCEEDING WITH AFFECTED WORK. DAYS FOLLOWING CONCRETE PLACEMENT. r
20. FORMED CONCRETE SURFACES SHALL BE SURFACE FINISHED AS SOON AS PRACTICAL AND NOT LATER
CONTRACTOR SHALL MAINTAIN A COPY OF THE ABOVE LISTED BOCA NATIONAL BUILDING CODE
AT THE JOBSITE. CONTRACTOR SHALL READ AND BE FAMILIAR WITH THIS CODE. THAN 6 HOURS FOLLOWING FORM WORK REMOVAL. REMOVE ALL FORM TIES, FINS AND PROJECTIONS.
PATCH TIE HOLES, INDENTATIONS AND.OTHER SURFACE IRREGULARITIES WITH SANG CEMENT PATCHING v
2. ALL WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED MORTAR 3000 PSI. FILL AND REPAIR HONEYCOMB AND HOLES.
TO 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
LINE (EXTERIOR FACE).
3. THESE 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 ELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND ANY SHOP TO USE IN THE WORK, MAKE TESTS AVAILABLE TO THE ENGINEER UPON REQUEST, o
DRAWINGS PROVIDED BY SUBCONTRACTORS AND SUPPLIERS. ANY TESTING REQUIRED BY CITY AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Wmmmm
ANY LOCAL MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS AND
FC-03 4. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE BE INCLUDED IN THE CONTRACTOR'S BASE BID. -`
8" CONCRETE APRON W/ NEW 18" INTERSTITIAL GENERAL 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 ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED INDICATING AMOUNT OF ALL INGREDIENTS FOR EACH CLASS TO BE USED IN THE WORK.
FM-32 12" c/c BOTH WAYS FM-09 FM-32 PART OF WORK.
NEW MONITOR WELL NEW DOUBLE WALL FILL SPILL CONTAINER FM-08 NEW MONITOR WELL 24. ALL CEMENT SHALL CONFORM TO ASTM C150; TYPE 11. TYPE I MAY BE EMPLOYED WITH THE
MANHOLE COVER FM-OS MANHOLE COVER 5. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ENGINEER'S APPROVAL.
NEW MANHOLE COVER SHALL 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 c Ro
6. THESE DRAWINGS DO NOT SHOW SIZE, LOCATION, OR TYPE-0F OPENINGS IN THE GUTTERS MAXIMUM SIZE 3/4". COARSE AGGREGATE FOR CONCRETE USED FOR SIDEWALKS, CURBS, ANO 0 M
FOUNDATION SYSTEM FOR ELECTRICAL, PLUMBING, OR MECHANICAL EQUIPMENT. THE GENERAL GUTTERS SHALL BE CRUSHED LIMESTONE OR APPROVED EQUAL wif
<. �® CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING OF THESE ITEMS.
A
4pr. 26. WATER - USE PUBLIC POTABLE WATER SUPPLY. CLEAR AND FREE FROM INJURIOUS SUBSTANCES.
O 7. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FOR M
27. ADMIXTURES - WATER REDUCING. SHALL CONFORM TO ASTM C494, TYPE A AND AIR-ENTRAINING SHALL ��p
REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLE CONFORM TO ASTM C260. v N m
c
V DJ' o 0 o STOCK. DIMENSIONAL R S THE CONTRACTORS RESPONSIBILITY. 28. REINFORCING STEEL BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE ��_M
APPRO E NEW SUMP COVER REVIEWE COLD DRAWN EL CONFORMING TO M A185 c
I
0
FM-06 8. ANY AND ALL TEMPORARY BRACING OR SHORING WHICH IS NEEDED TO HOLD THE 60. WIRE FABRIC SHALL B STE AST o O
BACKFILL o g r>
-- - STRUCTURE IN A SAFE AND STABLE POSITION, IS SOLELY 29. FILLER JOINT MATERIAL SHALL BE RESILIENT AND NONEXTRUDING TYPE CLOSED CELL FOAM ,6
THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT INDEPENDENT ENGINEER IF DESIGN JOINT FILLER, (SOFT GRADE) 3/4" THICKNESS AND OF THE WIDTH REQUIRED FOR FULL DEPTH d'3
BACKFILLAPPROVED APPROVED BACKFILL - _ 94
ASSISTANCE OR REVIEW IS NEEDED. OF EXPANSION JOINTS. U o> aci
EXISTING VAPOR CAP FM-37 CONCRETE Lo +=a
AND ADAPTER TO 30. ALL GROUT SHALL BE NON-SHRINK, NONMETALLIC, NON-GAS FORMING, PRE-BLENDED AND READY FOR
REMAIN 1. GENERAL - THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE USE REQUIRING ONLY THE ADDITION OF WATER.
ENGINEER BEFORE PROCEEDING WITH THE WORK.
2• BACKFILL FOOTING & TRENCHES WITH MATERIAL AS NOTED, PLACED AND COMPACTED IN 6" 31. CONCRETE MIX DESIGN - MIX DESIGN SHALL BE ESTABLISHED BY THE CONCRETE SUPPLIER BASED ON A )O 0 Q U
FM-13 PROVEN STRENGTH RECORD FOR CONCRETE MADE WITH SIMILAR INGREDIENTS. SHALL CONFORM TO ACI co UJ
- SIMULTANEOUSLY ON BOTH SIDES OF CONCRETE FOUNDATION WALLS TO PREVENT DAMAGE FROM 211, EXCEPT AS SPECIFIED HEREIN, USING APPROVAL MATERIALS. CONC. STRENGTH 4000 si ® 28 DAYS.
NEW TANK SUMP UNEQUAL SOIL PRESSURES. p M r
REBAR YIELD STRENGTH 60 k.s.i. r
EXISTING RISER TO r O (�
EXISTING SUBMERSIBLE REMAIN 3. ALL 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. Lo
_ PUMP TO REMAIN CONSULTANT. IF SOFT OR UNSUITABLE IN-SITU MATERIALS ARE ENCOUNTERED THE GEOTECHNICAL MAX. WATER-CEMENT RATIO TO BE 0.40. AIR ENTRAINING ADMIXTURE OF 5.5% FOR 1 1/2" = z C)
I FC-07 - CONSULTANT SHALL BE NOTIFIED AND CORRECTIVE ACTION SHALL BE TAKEN AS DIRECTED. MAX. AGGREGATE AND 6.0% FOR 3/4 MAX. AGGREGATE. U U)
FM-23
EXISTING TANK LEVEL 33. SLUMP LIMITS: U
MONITOR TO REMAIN NEW 4" GALV. RISER 4. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER 48 HOURS PRIOR TO USE,
OBTAIN ENGINEER'S APPROVAL BEFORE USING CONCRETE ADMIXTURES. USE OF CALCIUM CHLORIDE WILL RAMPS, SLABS AND SLOPING SURFACES NOT MORE THAN 3"(INCHES)
MASTIC COATED NOT BE PERMITTED. FOUNDATION : NOT MORE THAN 3"(INCHES) m
FM-36
' S. REINFORCING - BILLET STEEL, ASTM A-615, GRADE 60, DEFORMED BARS . ALL DEFORMED CONCRETE CONTAINING HIGH RANGE WATER REDUCING ADMIXTURES ( SUPERPLASTICIZER):
MANWAY ADAPTER m
CONCRETE 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. N
- - REINFORCING BAR SPLICES SHALL BE DETAILED AS FOLLOWS: USE 48 BAR DIA. ,C
EXISTING TANK- __ - "UNLESS NOTED OTHERWISE". SPLICE LENGTH: 34. BATCHING - THE CONTRACTOR SHALL HAVE AT HIS DISPOSAL A MODERN AND DEPENDABLE BATCH
MANWAY TO REMAIN - PLANT WITHIN A REASONABLE DISTANCE THE WORK.- ---- i #2 18" PLA B E D STAN FROM T 0 � V co
.�..r N
5 - 30" 35. MIXING AND DELIVERY SHALL CONFORM TO ASTM C94 ® ® U
36. PLACING CONCRETE SHALL CONFORM TO ACI 304. FORMS SHALL BE SUBSTANTIALLY FREE FROM
#8 - 48"
SURFACE DEFECTS AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR. THEY SHALL BE DISCLAIMER
N T T
' 6. ALL FOOTING REINFORCING SHALL CONTINUE THROUGH COLUMN FOOTINGS AND SHALL CONTINUE 0 HE
PROPERLY BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING AND AFTER PLACING
_ I CONCRETE. DOCUMENTS PREPARED BY
ENDS OF THE FOOTINGS WHERE FOOTINGS CHANGE DIRECTION OR STOP
CONTRACTOR RESPONSIBLE FOR 7. ALL WALL REINFORCING SHALL CONTINUE THROUGH PIER REINFORCING CORESTATES, INC. ARE TO BE
ENSURING A STABLE SLOPE 37. THE CONTRACTOR SHALL BUILD INTO THE CONCRETE REINFORCING STEEL, SLEEVES, WATER STOPS, ETC., USED ONLY FOR THE SPECIFIC
AND TEMPORARY DEWATERING 8. CONCRETE COVER FOR REINFORCING STEEL: AS SHOWN ON THE CONTRACT DRAWINGS, OR IN RESTORATION WORK, REINFORCING STEEL AND OTHER PROJECT AND SPECIFIC USE FOR
FOOTINGS 3" BOTTOM (CLEAR) EMBEDDED ITEMS EQUAL TO THAT FOUND IN THE CONCRETE BEING REPLACED. WHICH THEY WERE PREPARED.
EXISTING PRODUCT WALLS, 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
LEVEL FLOAT TO EXISTING BALL FLOAT 2" SIDES (CLEAR) PUDDLING STICKS AND TAMPERS. NO CONCRETE SHALL BE DEPOSITED UNDER WATER WITHOUT WRITTEN OTHER PROJECTS, BY OWNER
REMAIN VALVE TO REMAIN NEW FLAPPER VALVE SLABS ON GRADE ( PERMISSION OF THE ENGINEER AND THEN IN ACCORDANCE WITH PROPER TREMIE TECHNIQUES. COLD OR ANY OTHER PARTY, WITHOUT
3" BOTTOM (CLEAR) WEATHER CONCRETING SHALL CONFORM TO ACI 306 AND HOT WEATHER CONCRETING SHALL CONFORM THE EXPRESSED, WRITTEN
9, USE SPACERS AND CHAIRS TO ACCURATELY LOCATE AND SUPPORT REINFORCING STEEL AND SECURE TO ACI 305. AUTHORIZATION OF CORESTATES,
I IN POSITION TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT
10, MINIMUM TIME FOR FORMWORK REMOVAL TO BE AS FOLLOWS: FOR FOOTINGS,WALLS, PIERS, PILASTERS, 39. FINISHING - ALL FORMED CONCRETE SURFACES TO BE EXPOSED SHALL BE GIVEN A RUBBED FINISH. IN INC. IS DONE AT THE USERS
AND SLABS - 7 DAYS OR UNTIL 70% OF SPECIFIED COMPRESSIVE STRENGTH IS REACHED & VERIFIED. THE CASE OF RESTORATION, THE RUBBED FINISH SHALL BE EQUAL TO THAT OF THE CONCRETE OWN RISK. IF USED N AWAY
11. THE LOCATION OF ALL OPENINGS IN WALLS, SLABS OR FOUNDATIONS SHALL BE APPROVED BY THE SURFACE BEING REPLACED. INVERTS, BENCH WALLS, FLOORS, OR STRUCTURES AND SIMILAR SURFACES OTHER THAN WHAT WAS
STRUCTURAL ENGINEER. SIZE, LOCATION AND TYPE OF OPENINGS FOR ELECTRICAL, MECHANICAL, OR SHALL BE GIVEN A FLOAT FINISH. SIDEWALKS SHALL BE HAND FLOATED USING A MAGNESIUM FLOAT SPECIFICALLY INTENDED, THE
EXISTING 2500 GAL. DOUBLE FM-10 PLUMBING NOT SHOWN, GENERAL CONTRACTOR TO COORDINATE. AND GIVEN A BROOM FINISH PERPENDICULAR TO TRAFFIC, EDGES OF SLABS TO BE TOOLED. OWNER WILL HOLD CORESTATES,
WALL UNDER GROUND GASOLINE NEW OPW OVERFILL 12. ALL CONCRETE SHALL BE VIBRATED USING HIGH FREQUENCY VIBRATORS. VIBRATION PRACTICES TO BE INC. HARMLESS FROM ALL
STORAGE TANK TO REMAIN I DROP TUBE IN ACCORDANCE WITH ACI 309R-87. 40. FOR OPENINGS THAT ARE LEFT IN NEW CONCRETE OR WHERE MADE IN EXISTING CONCRETE CLAIMS AND LOSSES.
FOR THE INSERTION OF WALL CASTINGS, PIPES, OR OTHER FIXTURES, THE SPACE AROUND THESE ITEMS
SHALL BE MADE WATERTIGHT BY COMPLETELY FILLING WITH A NON-SHRINK GROUT UNLESS ANOTHER " w�193 ►i►
MEANS IS SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. �`� • '��` •.- '�,
41. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE QUALITY CONTROL OF ALL CONCRETE. +'0 '
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 ' �'��K Y•vv _
9j
Sheet #

01Q DISPENSER ISLAND PLAN SCALE: 3/4" = 1'-O" 012 TYPICAL CONTRACTION JOINT DETAIL AT ISLAND SCALE: 3/4" _ l'-O" U) u) U)
E-
z
z z LU
c z 2 2
a m 2 H o
-- aw O O U
RELOCATED Q z z W W
PATH LIGHTING
� W w w a z
RELOCATED POST J J (�
AND LIGHT FIXTURE V V z
FC-02
NEW STAINLESS STEEL 8 "f O O O
ISLAND FORM �-
CD
�0 O e- O O �-
N V) F
FC-05
BOLLARD �—_ _ SIKAFLEX 1C SL CONCRETEIt Lo(SELF-LEVELING) CAULKING ISLAND Co ~ co
FC-02 N
FW-29 NEW LANDSCAPE EXISTING FENCING _
NEW PRODUCT TIES MODIFIED AS REQUIRED 3/4" CLOSED CELL FOAM JOINT STEEL ISLAND FORM
FILLER CUT DEPTH TO SUIT N 3/8" BARS ts�16" o/c
PIPING FROM UST FM-01 2'-0"t FOR NEW PLATFORM
12" THICK TOP AND BOTTOM BOTH WAYS
CONCRETE x ,"`
of NEW GASOLINE APRON °
n PRODUCT DISPENSER ;
o (D J
® N Q
NEW LANDSCAPE TIES W ( 00
#4 REBAR ® 12" c/c (—
O ®CL oz ww
Q A" (1) Q� Q w
ENGINEERED COMPACTED GRANULAR FILL U = O 0 Illzz
6-0' 8" MIN/12 MAX TO BE PLACED PRIOR z
CV W
TO SLAB, REFER TO GEOTECHNICAL REPORT LL
NEW DISPENSER APRON O
011 �.. ONLLo
2000 PSF SOIL BEARING TO BE VERIFIED BY CONTRACTOR
FM-ot GC-02 z ® � Q) z
NEW DISPENSER HOSE TO EXISTING GATE TO Y O
® V
RELOCATED DOCK SYSTEM
IED
NEW ASPHALT WALKWAY ASMREQUIRED Of FOR
(MATCH EXISTING) NEW PLATFORM W
U
NEW RAMP PLATFORM
o (BY OTHERS
`n FW-29
NEW RAMP PLATFORM
NEW PRODUCT (BY OTHERS
PIPING FROM UST
013 TYPICAL TRAFFIC PROTECTION BOLLARD SCALE: N.T.S 014 TYPICAL CONTRACTION JOINT / CONSTRUCTION JOINT IN SLAB SCALE: N.T.S
NEW LANDSCAPE kfr
a 4
TIES
ROUND TOP OF CONCRETE 4
1'4 3
NEW LANDSCAPE PAINT SAFETY YELLOW rr "
TIES EXISTING FENCING FILL WITH ELASTOMETRIC
SECTION TO REMAIN 1/4" TOOLED JOINT PETROLEUM RESISTANT
SEALER
FC-05
SCHEDULE 40 STEEL PIPE SIKAFLEX 1C SL (SELF LEVELING)
CAULKING
JOINT SEALER FC•-03 CONCRETE SLAB f�
#4 REBAR 0 12" c/cui
V
PAVEMENT OR GRADE a of N
011 SEE SITE PLAN
DISPENSER, SLAB AND ISLAND SECTION SCALE: 3/4" = 1'-0" co
wipM
La
N E
PIPING NOTES: a co 8
* ONE IMPACT VALVE AND BRACKET PER PIPE REQUIRED FOR DISPENSER IF vW N
* THE SHEAR PLANE OF THE IMPACT VALVE IS TO BE MOUNTED o S E
NO MORE THAN +/- 1/2" FROM THE TOP GRADE OF ISLAND. 1:3 LOP o C
REINFORCING o 00
* USE MOUNTING BRACKET, SUPPLIED WITH STABILIZER BAR KIT, SUPPORT CHAT 5 4 c
TO VERTICALLY ADJUST IMPACT VALVE DURING INSTALLATION.
APPROVED BACKFILL Lo Uj w a
* ALL DISPENSER SUMP CONDUIT AND PIPING ENTRIES ARE TO BE
PERPENDICULAR TO THE FACE of THE SUMP.
NEW FENCE POST DISPENSER ISLAND NOTES: Lo Q c) U
* 1/2" x 6" ANCHOR BOLTS FOR DISPENSER MOUNTING TO BE O M 00 W
SUPPLIED WITH DISPENSER SUMP, MINIMUM OF (4) MUST BE CONCRETE BASE r i'- r
N�EW?GASOLINE
FASTENED. MATCH BOLT PATTERN WITH DISPENSER PRIOR TO r O N
INSTALLATION. z Lo
NEW HANDRAIL (BY DISPENSER NOZZLE * ALL MATERIAL USED IN ISLAND FORM CONSTRUCTION SHALL BE V-6•• _ O
OTHERS) AT LEAST 12 GA. CARBON STEEL. V
* ISLANDS TO BE INDEPENDENTLY SET TO RESULT IN AN AVERAGE U Q
OF 6 INCHES OF REVEAL (ELEVATION ABOVE ADJACENT co
GRADE).
* SECURE SHEAR VALVES TO DISPENSER SUMP BRACE.
015 CONSTRUCTION NOTES SCALE: N.T.S m 'v
LNEW HANDRAIL (BY SAFETY NOTE U
OTHERS) WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWING,
THE REQUIREMENTS OF NFPA 30A 4-3.6 AND 4-3.7 REGARDINGcu
(u
SHEAR SECTIONS ARE FULLY MET.
FM-01 PIPE TESTING: -3 ® U
cm-0
FM-38 ALL UPP PIPING SYSTEMS SHALL BE PRESSURIZED TO 50 PSI AND MAINTAINED 4) SLOPE CONCRETE AWAY FROM ALL CURB BOXES 1" RISE OVER
NEW GASOLINE AT THAT PRESSURE FOR 24 HOURS BEFORE BACKFILLING AND FOR 24 HOURS D
PRODUCT DISPENSER 18" RUN.
ISCLAIMER
AFTER BACKFILLING. IF NO PERCEPTIBLE CHANGE IN PRESSURE HAS OCCURED AT WIRE MESH AND REINFORCING BARS TO BE A MAXIMUM OF 3" DOCUMENTS PREPARED BY
5
THE END OF THE TEST PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY ) FROM TOP OF CONCRETE. CORESTATES, INC. ARE TO BE
ACCEPTABLE. THIS SAME TEST SHALL BE PERFORMED AFTER BACKFILLING USED ONLY FOR THE SPECIFIC
FM-o3 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 BACKFILL: 96" LONG. PLACE 3 RODS 12" O.C. ON EACH OF THE FOUR SIDE. ANY EXTENSION OF USE TO
NEW LANDSCAPE TIE OTHER PROJECTS, BY OWNER
3/8" BARS 016" o/c TOP [!RE'I�NFORCE
04 ( CLEAN PEA GRAVEL SHOULD BE USED AS BACKFILL OR ANY OTHER PARTY, WITHOUT
AND BOTTOM BOTH WAYS coNCRErE APRON w/ FOR ALL UST'S, PRODUCT AND VENT LINES. THE USE 7) PROVIDE 6" CLEARANCE BETWEEN MANHOLE LID AND TOP OF THE EXPRESSED, WRITTEN
MENT #4 REBAR 12" OF MECHANICAL COMPACTION OVER TANKS AND SYSTEM RISER FOR TANK GRUGE. AUTHORIZATION OF CORESTATES,
c BOTH WAYS TOP of ISLAND 570.9 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
AM STAINLESS STEEL ISLAND FORM ) OWN RISK. IF USED IN A WAY
PIPING SHALL BE LAID AND CONTINUOUSLY AND GRADE. OTHER THAN WHAT WAS
SURFACE OF NEW PATE{ NEW PLATFORM (BY SUPPORTED ON 6" OF COMPACTED APPROVED MATERIAL. SPECIFICALLY INTENDED, THE
OTHERS) TOP OF APRON PLATFORM 570.4 NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS 9) ALL PENETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT OWNER WILL HOLD CORESTATES,
OR OTHER DEBRIS. SUMPS AND DRIP BOXES. INC. HARMLESS FROM ALL
NEW ASPHALT WALKWAY 10) CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM CLAIMS AND LOSSES.
To PLATFORM SUMP UNITS/TESTING SUBMERSIBLE PUMP.
INTERSECTION i 117
• HYDROSTATICALLY TEST STP SUMP, UDC SUMP AND SPILL BUCKET. 1 1) INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES
HIGH WATER LEVEL (569.4) UNITS MUST PASS AND HOLD FOR 24 HOURS. FILL OUT AND AROUND FILL RISERS. MANHOLE COVERS SHALL BE PRIMED AND ��`� , . ► „�`'.,
SUBMIT FORMS UST-6D AND 6-F. PAINTED ACCORDING TO THE FOLLOWING SPECIFICATIONS: .•�, + ' ••• ',
FOAM BETWEEN TANK TEST: •�© +
ISLAND AND APRON FILL REGULAR UNLEADED - WHITE W/BLACK CROSS r
FOAM BETWEEN TANKS MUST BE TESTED ACCORDING TO CURRENT
ISLAND AND APRON MANUFACTURER'S PROCEDURES. NOTE THAT PROCEDURE M
VARIES BETWEEN MANUFACTURERS. *VAPOR RECOVERY - ORANGE •
CONTRACTOR SHALL PERFORM STAGE II VAPOR BLOCKAGE TESTS. SUBMERSIBLE PUMPS - DO NOT PAINT.
CURRENT WATER LEVEL (568.7) ALL TESTS SHALL BE COMPLETED BY A CERTIFIED THIRD PARTY. TANK GAUGE - GRAY r�fCK•7i�,
FILL OUT AND SUBMIT FORM UST-6E. 12) VENT LINE SHOULD STAND NO LESS THAN 12" FROM OUTSIDE
EDGE OF CURB.
fM-o2 GENERAL_ INSTALLATION 13) INTERIOR OF POLY CONTAINMENT SUMP TO BE CLEAR OF APR
NEW DISPENSER SUMP 1) PEA GRAVEL BACKFILL. ALL OTHER MATERIAL
PEA GRAVEL, TRASH, ANY TYPE OF LIQUID AND OTHER DEBRIS.
• .
MUST BE APPROVED BY TANK MANUFACTURER AND OWNER'S FIELD 14) REAM ALL RISERS FOR FULL PIPE BORE. Sheet #
REPRESENTATIVE.
2) 2" RIGID STYROFOAM BOARD FIELD CUT TO SUPPORT MANHOLE 2
DURING INSTALLATION.
3) PRODUCT LINE & VENT LINE UPP PIPE AND FITTINGS TO
BE BY SAME MANUFACTURER. DO NOT BE MIXED MANUFACTURERS.

001 ELECTRICAL PLAN SCALE: N.T.S. (1/8"=1'-011t)
W z z
W
�- — o Z 2
0 (D m m O
Qw O OV w
U) 0 I- 1- W
W W a W
0
U U
U
Z
r- N 00 d
Q O O O r-
r- N M d
FC-01
FM-13FM-OS
3/4" CONDUIT FOR TANK
SENSORS (VR) EXISTING 2500 GALLON UNDERGROUND
STORAGE TANK TO REMAIN
It L(') Cfl h 00
fM-09
FC-03 1" CONDUIT FOR PUMP POWER �
(2) NEW BOLLARDS
FOR VENT ~
PROTECTION
W 00
f Q f!) N
O �APPROXION = 582,0 U
Z
EXISTING 2" VENT O
4.� z
J Q_ � Z
STACK TO REMAIN
L.I. NCL
LL
VAPPROX ELEVATION = 580.0
' t 2 Q
O y s
„ VAPPROX ELEVATION = 578.0
LL N
O
N U
�z
�APPROX ELEVATION = 576.0 z
E: o U QO W
.^ v
VAPPROX ELEVATION = 574.0
VAPPROX ELEVATION = 572.0
\_APPROX ELEVATION = 570.0
(8) EXISTING PATH
j LIGHTS TO REMAIN
PROPOSED,
W
LANDSCAPE TIES g s
EXISTING TREES aFu A
F `
t
PROPOSED - - 2, ,r , LL
ASPHALT SIDE APPROX CURRENT WATER LEVEL = 568.9
WALK
Y RE-CONNECT CONDUIT SHORELINE `
TO UTILITY CONDUIT FOR
MAIN POWER TO METER f
N t•. �
NEW GATE,ADDITION Q
t BY OTHERS) 3/+" CONDUIT FOR
PATH LIGHTING.
IN
WIRING (3) #12 _ IN IN
NEW FENCE ADDITION H,N,& .G, ® Y
(BY OTHERS)
NEW FENCE ADDITION /
FE-04 (BY OTHERS) EXISTING FENCE TO REMAIN
NEW E-STOP BUTTON r RELOCATED EXISTING PATH EXISTING FENCE TO REMAIN
WATER AREA
RELOCATED EXISTING
LIGHTING POLE AND LIGHT
RELOCATED FIXTURE
r +f ELECTRICAL METER ❑ o m
AND PANEL f*—x 0 M
Lo
;r
cy»
�Y FENCE TO MAIN MODIFY AS REQUIRED F NEW PLATFORM in
V_EXISTINGFE RE ODIF OR
S, FM-pt NEW FUEL/HOUSE DISPENSER >p m
W/ 100 FOOT HOSE N m
FC-02 NEW DISPENSER ISLAND NEW FIXED WALKWAY X M 0 q)
W co N y
(BY OTHERS)
1" CONDUIT LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN
RIDGE METAL CONDUIT SECTIONS, BOTH ENDS OF
WALK-WAY RAMP. y._ , y
o c
V � m y
Lo 0) : o.
1" CONDUIT FOR FUTURE / •;''
CARD READER
o
3/4" CONDUIT'FOR `> ` C� U t�
DISPENSER SENSORS (VR) M W —j
1" CONDUIT FOR DISPENSER POWER AND DATA OLD LOCATION OF (2) 1" SPARE NEW HANDRAIL ~ r
CONDUITVELEVNEW HINGED RAMP
WIRING (3) #10 H,N,& G, (2) 18 GAUGE TWISTED PAIR) ELECTRICAL METER (570.4') (BY OTHERS) r o N
AND PANEL (BY OTHERS) HIGH WATER
3/4" CONDUIT FOR PRODUCT LINE SOLENOID VALVE. N/C VALVE. �' HIGH WATER ELEVATION = Z Lo
Lo
WIRING (3) #12 H,N,& G, t EXISTING GATE TO REMAIN ELEVATION (569.4)
" MODIFY As REQUIRED FOR NEW PLATFORM (569.4) U
NEW FENCE ADDITION
EXISTING FENCE TO REMAIN
(BY OTHERS) NEW HANDRAIL--Z
MODIFY AS REQUIRED FOR NEW PLATFORM (BY OTHERS) 1" CONDUIT FOR SUB PANEL #1
(WIRING (3) #8 H,N, (1) #10 GROUND) m
1" CONDUIT FOR MONITORING SENSORS (VR) C V
WIRING (3) BELBON CABLE FOR EQUIPMENT) 3:
NEW FENCE ADDITION i-+ ��
(BY OTHERS) 3/4" CONDUIT FOR E-STOP BUTTON 100'HOS DISPENSER O
EXISTING FENCE TO REMAIN ON BOATHOUSE. - (n 0 D U
EXISTING FENCE TO REMAIN WIRING (3) #12 H,N,& G,
FE-04 NEW E-STOP BUTTON DISCLAIMER
DOCUMENTS PREPARED BY
Fol USED ONLYS RCT HE SPECIFIC
PROJECT AND SPECIFIC USE FOR
WHICH THEY WERE PREPARED.
ANY EXTENSION OF USE TO
SHORELINE OTHER PROJECTS, BY OWNER
OR ANY OTHER PARTY, WITHOUT
THE EXPRESSED, WRITTEN
FE-70
AUTHORIZATION OF CORESTATES,
INC. IS DONE AT THE USERS
EXISTING VEEDER ROOT
PANEL TO REMAIN OWN RISK: IF USED IN A WAY
OTHER THAN WHAT WAS
EXISTING BOATHOUSE PANEL #t SPECIFICALLY INTENDED, THE
OWNER WILL HOLD CORESTATES,
INC. HARMLESS FROM ALL
CLAIMS AND LOSSES.
EXISTING BOATHOUSE PANEL #2
yyt9/
RE-LOCATED RE-LOCATED RE-LOCATED + ++�
EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING <``1 �, • ,• �',%
•
•
r'��cic T,e
APR 1 'S 1�
® Sheet#

001 EXISTING ELECTRICAL BOARD ELEVATION SCALE: 1" = 1'-O" 002 PROPOSED ELECTRICAL CONTROL BOARD ELEVATION 1 SCALE: 1" = 1'-0"
z z z
W
Z
U m 2 F- 0
O O
0 Lu VV
uj
RELOCATED METER 0 (jJ Z Z D- UZ,J
W W p
_I J U
REUSED PANEL NEW E-STOP U U Z
NEW PUMP FUEL
CONTROLLER CONTACTOR
- O O O r
�- �- N cM It
NEW 3'x3' v- r- v- O O
0
EXISTING PANEL ELECTRICAL BOX
EXISTING METER
j
qNEW DATA BOX O It Ill") (0 ti Op
z
FE-04 E-STOP BUTTON
EXISTING PVC CONDUIT----_ NEW RELOCATED PVC CONDUIT
EXISTING WOODEN NEW WOODEN BACK
BACK BOARD _.. _ BOARD
WIRING TROUGH 00
FE-08 3/4" SEAL OFF >
FITTINGS L�
W N
LANDSCAPING
Q N
J
F- Z
0 0 0 0 0 0 0 o a a o J� o Z Q W
� 0 0 � o
1" SEAL OFF FE-08 z
FITTINGS ----- FE-O> 1" SEAL OFF � Q L C m 0
_ FITTINGS a _ -N �0
z Q Q
LANDSCAPING :2 _Z >- U U)
TIES ao O � N L- w Z
- - RIGID METAL7 LJ..,- N :30
GRADE CONDUIT GRADE >.. (1) lO -0 U f-
EXISTING PVC CONDUIT Z 3: 2� J Q
U ® v W W
GRADE GRADE (,� CD
J
w
W
z
Ld
1" SPARE CONDUIT (WITH PULL ROPE)P i
z_
1" SPARE CONDUIT (WITH PULL ROPE)
a ;
003 ELECTRICAL NOTES 1" CONDUIT (WITH PULL ROPE) FOR N
FUTURE CARD READER TO DISPENSER
3/4" CONDUIT FOR
1" CONDUIT FOR SUB PANEL #1 DISPENSER SENSORS (VR) 'I �
(WIRING (3) #8 H,N, (1) #10 GROUND) W
1" CONDUIT FOR DISPENSER POWER AND DATA
I. MAGNETIC SAFETY TAPE SHALL BE INSTALLED ABOVE ALL UNDERGROUND PRODUCT - WIRING (3) #10 H,N,& G, (2) 18 GAUGE TWISTED PAIR) 1" coNDulr FOR -
TANK SENSORS (VR) r I�
GENERAL INFORMATION PIPING AND ELECTRICAL CONDUIT. 1" CONDUIT FOR MONITORING SENSORS (VR) N IN
n r
WIRING (3) BELBON CABLE FOR EQUIPMENT}
1. SITE PREPARATION J. ALL CONDUIT LAYOUTS SHOWN ARE FOR REFERENCE ONLY. ACTUAL FIELD
1 CONDUIT FOR PUMP POWER
' O
3/4" CONDUIT FOR PRODUCT LINE SOLENOID VALVE. N/C VALVE.
INSTALLATION MAY VARY DUE TO MECHANICAL PIPING INTERFERENCE. c
A. CONTRACTOR IS TO ENSURE ALL EXISTING UTILITIES ARE LOCATED AND MARKED WIRING (3) #12 H,N,& G, " t
PRIOR TO ANY DEMOLITION, CONSTRUCTION OR EXCAVATION ON THE SITE. 4. CABLE AND WIRE CONNECTORS 3/4" CONDUIT FOR E-STOP BUTTON ON BOATHOUSE. - r
WIRING (3) #12 H,N,& G, St W fir'
3/4" CONDUIT FOR PATH LIGHTING.
2. EQUIPMENT A. WIRE AND CABLE: PROVIDE FACTORY-FABRICATED WIRE AND CABLE OF THE SAME WIRING (3} #12 H,N,& G, r>"
A. ALL EQUIPMENT INSTALLATIONS MUST COMPLY WITH MANUFACTURER'S SPECIFICATIONS SIZE RATING, MATERIAL AND TYPE AS INDICATED FOR EACH USE, AS SPECIFIED OR
UNLESS NOTED OTHERWISE.
AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF N.E.C. LATEST EDITION
AND NFPA 30A. ALL COMPONENTS FOR ELECTRICAL INSTALLATIONS MUST BE UL RATED, B. CONDUCTORS: PROVIDE SOFT OR ANNEALED COPPER WIRES MEETING, BEFORE 004 EXISTING ELECTRICAL RISER DIAGRAM SCALE: N.T.S. OOB TYPICAL CONDUIT TRENCH DETAIL SCALE: N.T.S.
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. cng
1. CONDUCTORS FOR POWER AND CONTROL WIRING SHALL BE STRANDED COPPER,
B. THE WIRE SIZES SHALL BE INCREASED IF NECESSARY AS REQUIRED BY NEC. THE NO ALUMINUM OR COPPER CLAD ALUMINUM WIRING IS PERMITTED. WA
CONTRACTOR IS RESPONSIBLE FOR DETERMINING REVISED CONDUIT SIZE. 2. THE MINIMUM SIZE FOR POWER WIRING IS #12 AWG UNLESS STATED OTHERWISE FE-11 WAM
ON THE DRAWINGS. MAGNETIC SAFETY TAPE Fin
3. CONDUIT REQUIRED FOR ALL UNDERGROUND
C. INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF UL 83, STANDARD FOR CONDUIT INSTALLATIONS.
A. FOR EACH ELECTRICAL RACEWAY SYSTEM INDICATED, PROVIDE A COMPLETE ASSEMBLY THERMOPLASTIC INSULATION WIRES. (MEETS OR EXCEEDS NEC REQUIREMENTS)
OF CONDUIT WITH FITTINGS, INCLUDING BUT NOT NECESSARILY LIMITED TO, 1. INSULATION FOR CONDUCTORS SIZED NO. 18 AWG THROUGH NO. 16 AWG SHALL EXISTING EXISTING
CONNECTORS, NIPPLES, COUPLINGS, EXPANSION FITTINGS, BUSHINGS LOCKOUTS, OTHER ASPHALT
EXTERIOR MOUNTED INTERIOR MOUNTED SURFACE
BE UL TYPE TFFN GASOLINE AND OIL RESISTANT AND BE SO MARKED. BOATHOUSE M
COMPONENTS AND ACCESSORIES AS NEEDED TO FORM A COMPLETE SYSTEM OF THE 2. INSULATION FOR CONDUCTORS SIZED NO. 14 AWG THROUGH NO. 8 AWG SHALL MAIN MDP PANEL #1 EXISTING o co
TYPE INDICATED, AND AS REQUIRED BY THE NEC. INTERIOR MOUNTED
BE UL TYPE THHN/THWN GASOLINE AND OIL RESISTANT AND BE SO MARKED. To REMAIN BOATHOUSE w NOTE: '
B. ALL CONDUIT WITHIN CLASS 1 AREA SHALL BE HEAVY WALL GALVANIZED STEEL 3. ALL WIRING INSIDE LIGHTING FIXTURES SHALL BE TEMPERATURE RATED PER THE 200 AMP (1 PHASE) ADD MAIN BREAKER PANEL #2 z
NEC. MAIN W CONDUIT BEDDING AND BACKFILL IN ; o
EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS. PVC CONDUIT IS ACCEPTABLE FOR To BE RELOCATED ro REMAIN a ACCORDANCE WITH CONDUIT N
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 Q MANUFACTURER'S REQUIREMENTS. X M 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`O`"
ELECTRICAL CODE AND NFPA 30A. ALL TRANSITION FITTINGS ARE TO BE UL APPROVED APPROVED BACKFILL MATERIAL N z N.E.C. °o M
FOR DIRECT BURIAL. ALL CONDUIT SHALL BE FREE OF FOREIGN MATTER FROM USE.
1. TERMINAL LUGS ARE TO BE USED WHENEVER POSSIBLE. CONNECTORS FOR 2" to 3" ��
OBSTRUCTING THE CONDUIT. ALL WIRING AND FITTINGS SHALL BE CLASS 1, GROUP 0, AS CONDUCTORS UP TO A MAXIMUM OF N0. 6 AWG WIRE WITH TWO N0. 8 AWG AS 3- c
REQUIRED BY CODE. ALL REQUIRED SEAL- OFF FITTINGS SHALL BE PROPERLY SEALED. U J 2 a)
SEAL SHALL BE POURED AFTER TESTING PROCEDURES ARE COMPLETE.
WIRES MAY USE TWIST-ON PRESSURE CONNECTORS OF REQUIRED SIZE. �0) 2 a
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
to 3'
`� � �'EXISTING RISER U (D
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 (0W
PRESSURE FITTED LUGS AND BOLTED. r ~
3,, N
D. DRAINS SHALL BE INSTALLED AT THE BOTTOM OF VERTICAL CONDUIT RUNS EXCEEDING 3. SPLICES ARE NOT PERMITTED IN FEEDERS, MOTOR LEADS, OR ELECTRICAL CONDUIT O
10 FEET IN LENGTHS. COMMUNICATION/DATA WIRING. U W o
E. WHERE APPLICABLE ALL CONDUIT SHALL BE RIGIDLY SUPPORTED FROM STRUCTURAL 4, THE USE OF TERMINAL STRIPS FOR WIRING CONNECTIONS IS ENCOURAGED (� Q
MEMBERS WITH MALLEABLE IRON CONDUIT CLAMPS. NOT TO EXCEED 8 FEET ON CENTER. EXCEPT WHEN IN CONFLICT WITH #3 ABOVE.
ALL THREAD IS NOT ACCEPTABLE FOR MOUNTING, USE U-BOLTS INSTEAD. >+ m
5. WIRING NOTES 005 PROPOSED ELECTRICAL RISER DIAGRAM SCALE: N.T.S. 007 GENERAL CONDUIT DETAIL SCALE: N.T.S. m
F. PROVIDE CONDUIT AND FITTINGS AS INDICATED.
1. RIGID STEEL CONDUIT : ANSI C80.1, HOT DIPPED GALVANIZED. POWER SUPPLY WIRING
ELECTRICAL TROUGH MOUNTED -Q V
2. RIGID STEEL CONDUIT FITTINGS ANSI C80.4.3. FLEXIBLE METAL CONDUIT ° ON EXTERIOR WALL � CID � U
A. LIQUID-TIGHT FLEXIBLE METAL CONDUIT : LIQUID-TIGHT FLEXIBLE METAL A. CONDUCTOR: #14 AWG (MINIMUM), USE WIRES RATED AT LEAST 90 C (194°F) �
CONDUIT COMPRISED OF SINGLE STRIP, CONTINUOUS, FLEXIBLE, INTERLOCKED, DISCLAIMER
DOUBLE-WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE: FORMING SMOOTH B. VOLTAGE RATING: MAXIMUM OPERATING VOLTAGE OF 600V DOCUMENTS PREPARED BY
INTERNAL WIRING CHANNEL,WITH LIQUID-TIGHT JACKET OF FLEXIBLE PVC. EXISTING CONDUIT & WIRING CORESTATES, INC. ARE TO BE
B. LIQUID-TIGHT FLEXIBLE METAL CONDUIT FITTINGS: LIQUID-TIGHT, ZINC COATED C. ENVIRONMENTAL: GAS AND OIL RESISTANT, UL LISTED WIRE; SUITABLE FOR WET OR To REMAIN TO ELECTRICAL EQUIPMENT USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR
STEEL. PROVIDE FITTINGS BY CROUSE-HINDS, APPLETON OR EQUAL. FITTINGS DRY LOCATIONS EXISTING EXISTING /
CONTROLS AND/OR POWER WHICH THEY WERE PREPARED.
SHALL HAVE RUBBER OR NEOPRENE GASKETS WHERE INSTALLED IN DAMP AREAS. EXTERIOR MOUNTED INTERIOR MOUNTED TYPICAL CONDUIT FROM ANY EXTENSION OF USE TO
FITTINGS INSTALLED IN HAZARDOUS AREA SHALL COMPLY WITH NEC AND UL 885. MAIN MDP BOATHOUSE FIELD. ALL CONDUITS ARE OTHER PROJECTS, BY OWNER
DATA WIRING
PANEL #1 EXISTING
TO BE SEALED AS PER OR ANY OTHER PARTY, WITHOUT
INTERIOR MOUNTED NFPA 70. FE-08 SEAL FITTING THE EXPRESSED, WRITTEN
G. ALL PENETRATIONS THROUGH RATED WALL AND ROOF ASSEMBLIES MUST CONFORM TO TO REMAIN BOATHOUSE AUTHORIZATION OF CORESTATES,
UL STANDARD PENETRATION DETAIL, (SYSTEM #F-C-5010), NEC, AND ALL APPLICABLE D. CONDUCTOR: CAT5E 200 AMP N PHASE) ADD MAIN BREAKER PANEL #2 INC. IS DONE AT THE USERS
GRADE OWN RISK. IF USED IN A WAY
LOCAL CODES. TO BE RELOCATED TO REMAIN OTHER THAN WHAT WAS
E. VOLTAGE RATING: MAXIMUM OPERATING VOLTAGE OF 600V SPECIFICALLY INTENDED, THE
H. ALL PENETRATIONS THROUGH RATED SLAB ASSEMBLIES MUST CONFORM TO UL 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
el:AIMS AND
(SYSTEM #C-AJ-1064), NEC, AND ALL APPLICABLE LOCAL CODES. DRY LOCATIONS NEW 1" CONDUIT WITH NEW TO ELECTRICAL EQUIPMENT WEATHER PROOF COVER RATED FOR H2O LOAD LeSSES'
CONTROLS AND/OR POWER
WIRING FROM NEW PANEL
LOCATION TO EXISTING, SEE GRADE EQUIVALENT TO 4 QUARTER TURNS (360' MAX.) ► +f♦
6. CONDUIT AND WIRE LENGTHS: PANEL SCHEDULE FOR THEN INSTALL PULL BOX. `�� • J ,
ADDITIONAL INFORMATION. `'y� ••,-q •fir
PULL BOXES MAY BE REQUIRED DUE TO EXCESSIVE WIRE AND CONDUIT LENGTHS. GRADE
GENERAL CONTRACTOR TO INSTALL PROPER PULL STATIONS WHERE REQUIRED TO PROPOSED RISER
TURN #1 TURN #2 TYPICAL PULL BOX REQUIREMENTS:
FACILITATE IN THE ELECTRICAL INSTALLATION AND FUTURE MAINTENANCE OF THE
PETROLEUM SYSTEM. FE-08 SEAL FITTING 1. USE PULL BOX IF REQUIRED BY N.E.C.
2. INSTALL PULL BOX AS PER N.E.C. Q e
ENTRY FITTING OR GROUTED FOR CONCRETE BOXES 3. PLACE PULL BOX IN NON-TRAFFIC ,'> •• ���� �"
EQUIPMENT SUMP LOCATION (IF POSSIBLE). rReCK"T.�� _
7. IN ORDER TO ENSURE THE BEST OPERATING SYSTEMS AVAILABLE, VEEDER-ROOT
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.
MUST BE RATED LESS THAN 100 PICOFARD PER FOOT AND BE MANUFACTURED WITH A 5. PULL Box ONLY, NO WIRING 'APR ��'
`
CONNECTION To BE MADE IN THESE
MATERIAL SUITABLE FOR THE ENVIRONMENT, SUCH AS CAROL C2534 OR BELDEN 88760, / TURN #2 ENTRY FITTING OR GROUTED BOXES. USE AS PULL Box ONLY. Sheet #
TYPICAL CONDUIT FROM FOR CONCRETE BOXES NEC SECTION 344.26 BENDS - NUMBER IN
8760. FIELD. ALL CONDUITS ARE
ONE RUN
TO BE SEALED AS PER
NFPA 70. TURN #3 THERE SHALL NOT BE MORE THAN THE
EQUIVALENT OF FOUR QUARTER BENDS
EQUIVALENT TO 4 QUARTER TURNS (360' MAX.) (360 DEGREES TOTAL) BETWEEN PULL
POINTS, FOR EXAMPLE,CONDUIT BODIES E�02
THEN INSTALL PULL BOX. AND BOXES.

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20W002D--A00D* Job#: CCH-11385CORE CITY OF CHARLOTTE Rev. # Date Description
�zm=Zncr=*rnAi�Somm�
NORTH CAR®LI A 4 11/01/10 REDESIGN
�',ecu11)ei m(�m � Dm (50mmo
%a .S
P.* S_rrD' oDmopZmD�m� o Scale: AS NOTED C ®Weil �Iture reSer�/e 5 11/12/10 CLIENT COMMENTS
�Qz�cDzo��;Zm �zm 15222 York Road, 6 12/01/10 CLIENT COMMENTS
y ,o o z-1®_®� w o m =n A D Date: 05/21/10 Mecklenburg County, NC 28278 7 03/08/11 PERMIT
� ' ��®�z NOWA
m o�,-,�W m n(n m 8 04/14/11 NCDENR COMMENTS
DmaN rmi-0mmpn-_pmp
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D= i -+m®m m n o St.Louis,MO,63126
� �� C H � .L_O TT E_
` . N m _ra m o o-n F w tel [phone] fax [phone] SCHEDULES
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010 TYPICAL DISPENSER ELECTRICAL CONDUIT LAYOUT SCALE: r'=1'-0" 011 DOUBLE WALL SPILL BUCKET DETAIL
SCALE: N.T.S. (n
z z z
w
c z �!'- 2
0 o m m H O
U- w000UmU
Noy- i- wz
FC-02 W W w
0
U U U
z
REAR,
O O O
18" DIA. FM-09 FRANKLIN FUELING r N 00 d
FM-02 WALL SPILL BUCKET �- 04 M d
SYSTEMS DOUBLE O O O
\ \ \ \ \
FE-01 SUMP LIQUID SENSOR
0 o n M "i LA CO 1­ 00
0 0
O O FE-06 JUNCTION BOX
(4") ADAPTER CAP MONITOR
z
a�
—BULKHEAD FITTING
BULKHEAD FITTING RIGID METAL CONDUIT I.S. PRIMARY N Z
FRONT DSPENSER SUMP SENSOR CONDUIT CONTAINER 00 W
RIGID METAL CONDUIT N
DISPENSER A/C POWER 0 O O LL{ CU 00 lo-
DISPENSER DATA - _� BULKHEAD FITTING DROP TUBE- N
-RIGID METAL CONDUIT RISER CLAMP Z .�V 0 -
VALVE CONTROL ®
RIGID METAL CONDUIT 4" GALV. RISER FM-23 O F-
®Q_ Rf z W
Q � � C z 0
FOR FUTURE CARD LENGTH AS REQUIRED
READER
PLAN VIEW SECONDARY V V -0 p p f- Q
Q L Q J
RIGID METAL SPARE CONTAINER � Zz � U 0 U
CONDUIT N 2) z
GRAVEL GAURD O N N � Q
LJ.. Lo® N
E- A) w w
U z® L z w
FM-12 DISPENSER NOZZLE FM-12 DISPENSER NOZZLE U CC� W
G
FM-01 FM-01 0
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-03 DISPENSER SUMP _ FM-03 DISPENSER SUMP
TOP TOP
UNION FM-07 XP JUNCTION BOX FE-06 r
FE-02 CONCRETE DISPENSER ^> rti'
ISLAND
SEAL ENTRY FITTING FE-08 FE-08 SEAL ENTRY FITTING
® ® INSTALL FOAM BETWEEN ® ®
INSTALL FOAM BETWEEN ISLAND AND APRON
INSTALL FOAM BETWEEN ISLAND AND APRON e;
ISLAND AND APRON FE-02 CONCRETE DISPENSER
ISLAND
INSTALL FOAM BETWEEN ISLAND AND APRON f ` I
e_ V
U ui
O
RIGID METAL CONDUIT CONDTRACTOR TOMETALND EIID O
CONTRACTOR TO FIELD BULKHEAD FITTING cv Q BEND TO SUIT cV d
BEND TO SUIT to cn
< FE-01 SUMP SENSOR a
1" CONDUIT FOR FUTURE SITE PLAN b �-�—
BULKHEAD FITTING
M
I. - M
to
DISPENSER SUMP FM-02 DISPENSER SUMP FM-02
SIDE VIEW (POWER AND VALVE CONTROL) SIDE VIEW (SENSOR WIRING) N 9 m
00.4
013 TYPICAL SUMP ARRANGEMENT SCALE: 1"=1'-0" 014 TYPICAL TANK SUMP MONITORING ATTACHMENT DETAILS SCALE: 1"=1'—O" 015 INTERSTITIAL SENSOR SCALE: NTs 016
r
0 - r
FM-05 FC-03 U J Co (D
Lo!A °?a
NEW MANHOLE COVER
FM-06 NEW CAST IRON MANHOLE
EXISTING 4" CAP DRILLED AND TAPPED
L Q O J (�
FOR 1/2" CORD GRIP. FE-06 NEW JUNCTION BOX 00 W
O \
NEW TANK SUMP AND COVER FM-13
= z p
TO BE INSTALLED = U
FC-03 a
FE-12 �� m
ENTRY BOOT
(TYPICAL ALL ENTRY POINTS) —
m �
FM-07 NEW UNION
FE-06 XP JUNCTION BOX
FM-06 0 (�
NEW 18" MANWAY FE-08 NEW SEAL ENTRY FITTING Q Q U
VEEDER ROOT MAG 1 FE-15
TANK LEVEL MONITOR DISCLAIMER
W/ CAP AND ADAPTER FE-06 FE-15
DOCUMENTS PREPARED BY
KIT. INSTALL IN TANK TLM CAP KIT TO NEXT LS. SENSOR TO ELECTRICAL ROOM CORESTATES, INC. ARE TO BE
SUMP ONLY IN EXISTING VAPOR CAP AND EXPLOSION PROOF JUNCTION BOX IF NOT NEEDED, PLUG OFF USED ONLY FOR THE SPECIFIC
COMPARTMENT TANK ADAPTER TO REMAIN PORT AT JUNCTION BOX PROJECT AND SPECIFIC USE FOR
EXISTING TANK LEVEL FE-15 FE-01 SUMP LIQUID SENSOR FE-08 FM-13 WHICH THEY WERE PREPARED. '
MONITOR TO REMAIN = o
0 " 8 NEW TANK SUMP NEW RIGID METAL CONDUIT OTHER PROJECTS, BY OWNER
SEAL FITTING ANY EXTENSION OF USE TO
OR ANY OTHER PARTY,, WITHOUT
FM-07 FM-37 r EXISTING GALVANIZED PIPING THE EXPRESSED, WRITTEN
�% FE-12
FM-07 FM-37 FE-15 FM-39 T0 BE MASTIC COATED AUTHORIZATION OF CORESTATES,
EXISTING SUBMERSIBLE PUMP BULKHEAD FITTING INC. IS DONE AT THE USERS
TO REMAIN SUBMERSIBLE PUMP WITH VEEDER ROOT MAG 1 OWN RISK. IF USED IN A WAY
DETECTOR
OR LINE LEAK SPECIFICALLY IN EN ED, THE.
TANK PROBE FE-13 EXISTING INTERSTITIAL SENSOROTHER THAN
OWNER WILL HOLD CORESTATES,
FE-01
INC. HARMLESS FROM ALL
VEEDER ROOT SUMP SENSOR -------- --
VIM
MANWAY ADAPTER FM-36 ~�; • ,.� , '
/7 T-------------T
NEW UPP VENT LINE FM-29 \ i i FE-14 *4 -
__ EXISTING +,
INTERSTITIAL PROBE ; »;
NEW UPP PRODUCT PIPING FM-29 FE-15
i
PRODUCT FLOAT VJr
FE-15
PLAN VIEW WATER FLOAT APR I. b,
Sheet #
ELEVATION

001 FUEL MONITORING SCHEMAT' SCALE: N.T.S. U) U) U)
Z
W W LV
c Z M 2
40- 0 m m oO
EXISTING VEEDER ROOT PANEL W OU OUry
EXISTING DEDICATED POWER SUPPLY N 0 F- I" W Z
TO VEEDER ROOT W W W a W
U V V
z
f[ SENSING OPTIONS
olm® ® ® 0 ® ® ® EXISTING VEEDER ROOT CONSOLE TLS 350 R c/w PRINTER 848290-122 EX �
('3 e- N � M d'
EXISTING 1 INTERSTITIAL SENSOR INTERFACE MODULE O O O
® ® ® • PIPING SUMP (NON-DISCRIMINATING) 794390-208 2 EX
�- d'
847490-102 SENSOR N M O O
o ® INTERSTITIAL SENSOR FOR 794390-407 (7'-6"-9' TANKS} 1 EX
• ® ® • USE IN DOUBLE WALL
e.._.___. FIBERGLASS TANKS 794390-409 (10'-12' TANKS) -
• e ® • EXISTING 1 PROBE/THERMISTOR INTERFACE MODULE MAG 1 AND MAG 2 847390-1xx (MAG 1) 1 EX
329356-002 MAGNETOSTRICTIVE TANK LEVEL 847390-2xx (MAG 2) - ItLo O � co
3/4" CONDUIT FOR TANK SENSORS (VR} ® ® ® ® MONITOR PROBE
EXISTING 2500 GALLON EXISTING INTERSTITIAL SENSOR ® • ® ® COMMUNICATIONS OPTIONS
UNDERGROUND STORAGE FC-03 m 0 6~
REMAIN ao � NEW SENSOR BOARD WIRING NOTE:
TANK TO
EXISTING SUMP SENSOR ® • • INTERSnnP1 SENSOR INTERFACE MODULE ® - IN ORDER TO ENSURE THE BEST OPERATING RS232 INTERFACE MODULE
m ® ® SYSTEMS AVAILABLE, VEEDER-ROOT REQUIRES
EXISTING SENSOR BOARD (REUSE) -
) THE USE OF SHIELDED CABLE FOR ALL PROBES RS-232 INTERFACE MODULE WITH AUXILLIARY PORT -
•�-• PROBE/MERMISTOR INTERFACE MODULE 6 ® wTEOnn®sENsaReNTERFACE MODULE •�- AND SENSORS, REGARDLESS OF CONDUIT
MATERIAL OR APPLICATION. IN THESE
�m ® EXISTING PROBE BOARD (REUSE) INSTALLATIONS SHIELDED CABLE MUST BE PRINTER INTERFACE MODULE
• ..PROBE TNERMISTOR INTERFACE MODULE • • PROBE ,ERMISTOR INTERFACE MODULE • - -
RATED LESS THAN 100 PICOFARD PER FOOT AND
FM-32 FM-13 FM-09 FM-O6 FM-32 ® ® • • Qp p� BE MANUFACTURED WITH A MATERIAL SUITABLE ETHERNET - TCP/IP COMM. CARD Q)
• • • • FOR THE ENVIRONMENT, SUCH AS CAROL C2534
OR BELDEN 88760, 8760. ~
- ALL WIRING MUST BE INSTALLED IN ELECTRONIC DISPENSER INTERFACE MODULE (EDIM) - - W U
ACCORDANCE WITH CLASSI, DIV 1�EXISTING ETHERNET - TCP/IP COMM. CARD SPECIFICATIONS. CURRENT LOOP DISPENSER INTERFACE MODULE (CDIM) - - z N <C
ANY SPLICED CONNECTIONS FOR PROBES OR U
SENSORS SHOULD BE ENCLOSED IN PLASTIC BAG L 7:11
EXISTING PRINTER INTERFACE MODULE FILLED WITH EPDXY SEALANT. SEE DETAIL 3. SITEFAX FAX/MODEM MODULE CL-
'!Q - CONTRACTOR TO PROVIDE SEALING FITTINGS ���_///1 o 0 Z _ W
ON ALL CONDUITS ENTERING OR LEAVING REMOTE DISPLAY INTERFACE MODULE - - O U
INTRINSICALLY SAFE WIRING TROUGH DISPENSER SUMPS. - - LL
(2 NEW CONDUITS) EXTERIOR MOUNTED �___---NEW
OR EXISTING SEE GE-02 T a �
FROM VEEDER-ROOT SENSORS, FOR DETAILS WPLLD COMMUNICATION MODULE of
PROBES
U �� � V �
}o 0
POWER AREA OPTIONS u- -r N 0) 0 0
2 INPUT/2 RELAY OUTPUT INTERFACE MODULE - -
- � N N � � Q
EXISTING VEEDER FC-02 NEW 3 ONLY APPROVED SENSOR WIRE O � C W
ROOT MAG 1 TANK INTRINSICALLY SAFE WIRING, Z
LEVEL MONITOR TANK LEVEL MONITORING WIRING HARDWARE/SOFTWARE �„� ® W
AND LIQUID SENSORS
NEW SPILL BUCKET SENSOR NEW 1 ONLY APPROVED SENSOR WIRE PROBE INSTALLATION KITS (GAS) 849800-000 1 NEW
INTRINSICALLY SAFE WIRING,
LIQUID SENSOR
SUMP SENSOR MOUNTING KIT 330020-012 2 NEW
EXISTING 2,500 UST TANK #114" METAL CAP AND RING KIT (MAG PROBES) 312020-952 2 NEW
FM-02
FE-01
NEW ON SHORE DISPENSER SYSTEM
2g�
W
002 VEEDER ROOT EQUIPMENT SALE: N.T.s. 003 VEEDER ROOT FIELD CONNECTION DETAIL SALE: N.T.S. t<;
c h
_. 2 T J
a
� n
NOTE:
OBE tNERMiSTDR E
,NERM6B1R#0B3E*/`TH'ERk/S
_ ,3_ , z REFER TO VEEDER ROOT �s.,
mmee mmm8 FE-15 INSTALLATION MANUAL FOR SPECIFIC
• 0 TERFACE 0 ULE •
FIELD WIRING INSTRUCTIONS. U
MAGNETOSTRICTIVE PROBES FOR TO PROBE OR SENSOR m
TANK LEVEL MONITORING (WATER
PRODUCT LEVELS) AND
CONTINUOUS STATISTICAL LEAK QC
THERMISTOR #4 DETECTION (MAG 1). MAKE SURE THAT THE
END OF THE PROBE OR TIE WRAP
THERMISTOR #1 SENSOR CABLE SHEATHING
_ IS SUBMERGED IN SEALANT. WIRE NUTS
PROBE #1 PROBE #4
EPDXY SEALANT
Cl MN
7
> 4
co V
4-INPUT IN-TANK MAGNETOSTRICTIVE
A xx
U N LO m
INVENTORY PROBE MODULE TANK LEVEL MONITOR PROBE
6OY a
As ok
� d
M C
FE-01
004 VEEDER ROOT SUMP SENSOR PLACEMENT DETAIL SALE: N.T.S. Leo cn Y a
4 0 o U 0
8
00 W
SENSOR--�- T ♦2 ♦S `4 +5 .6 `] uuu SFRSd1 -
DESCRIPTION: Ce)
mQ70em0e0mmme DISCRIMINATING SENSORS r-
® 1 T RSTITIAL SENSOR INTERFACE ULE • 1• FOR SENSING WATER/PETROLEUM r 0 N
IN SUMPS.
USING-THE SHORT STYLE TO _ (:)
1.2 ALLOW EARLIER DETECTION v
OF POSSIBLE LEAKS.
V
I• m
OPERATING PRINCIPLE
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
CONDUCTIVE ELECTOMER DIFFERTIATES 45
FE-16 GELDEDC U
I° I°
BETWEEN HYDROCARBON AND OTHER COMPATIBLE EPDXY RESIN. BOTTOM OF PIPE CABLE U
SENSOR #1 SENSOR #8 LIQUIDS ALONG ANY POINT ON THE TO BE IN CONTACT WITH LOWEST PART OF O ta
I• I• SENSOR SUMP OR UDC. (n 0 0 U
LOW COST
3/16" HOLE THROUGH PIPE FOR COTTER PIN DISCLAIMER
8-INPUT INTERSTITIAL/LIQUID NON-DISCRIMINATING TO PREVENT SENSOR FROM "FLOATING", OR DOCUMENTS PREPARED BY
SENSOR INTERFACE MODULE DISPENSER PAN AND CONTAINMENT BEING PULLED, OUT OF PLACE.
CORESTATES, INC. ARE TO BE
FE-01 SUMP MONITOR USED ONLY FOR THE SPECIFIC
SUMP SENSORS CONTRACTOR TO BOND UNISTRUT CHANNEL TO LIQUID SENSOR PROJECT AND SPECIFIC USE FOR
HOLDER TO ALLOW FIBERGLASS PIPE TO INSIDE HOLDER WHICH THEY WERE PREPARED.
CLEAR SUMP COLLAR "LIP". CONTRACTOR TO ANY EXTENSION OF USE TO
APEX OF
USE GASOLINE-COMPATIBLE EPDXY TO BOND OTHER PROJECTS, BY OWNER
SPACER TO SUMP AND PIPE. CONTRACTOR TANK OR ANY OTHER PARTY, WITHOUT
cv THE EXPRESSED, WRITTEN
MAY USE UNISTRUT, FIBERGLASS PIPE, OR - AUTHORIZATION OF CORESTATES,
ANY OTHER EQUIVALENT MATERIAL THAT CAN id INC. IS DONE AT THE USERS
WITHSTAND ENVIRONMENT OF SUMP. Lo OWN RISK. IF USED IN A WAY
OTHER THAN WHAT WAS
6" LONG x 1" WIDE SLOT FOR VISUAL
—/ SPECIFICALL NTENDED, THE
OWNER WILL YHOLD CORESTATES,
INSPECTION.
INC. HARMLESS FROM ALL
3/16" HOLE 1/4" FROM BOTTOM, THROUGH 7" -
__eIzAIM5 AND Legs-ES.
PIPE. INSERT COTTER PIN TO KEEP SENSOR 8 FC-01 FIBERGLASS TANK ��
INSIDE OF HOLDER.
TURBINE SIDE SUMP SENSORS TO BE MOUNTED FM-13 FIBERGLASS SUMP °
BELOW APEX OF TANK, AT BOTTOM OF SUMP +Qt
AT SIDE OF TANK WHERE PRODUCT INSIDE TANK °
PENETRATIONS INTO SUMP ARE MADE AND COLLAR LIP rA
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
SUMPS AND SIPHON PIPING PENETRATIONS UNISTRUT CHANNEL .° ryjC1t�4'`� ►"t' .
ARE DESIGNED TO ENTER THE SAME SIDE OFj�c�'.,�
THE SUMP AS SHOWN. IF PRODUCT FE-02 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 TO SUMP WALL. DO AP ��
REQUIRED TO BE INSTALLED. NOT PENETRATE
SUMP! Sheet #

)01 GENERAL ARRANGEMENT DIESEL FUELING AREA SCALE: N.T.S. (1/8"=l'-0"f)
z z z
W
c z 2 2
.a W U O OV 2
ww °' w
— 0
Q
z
0 0 0 �-
r- N 00 d'
FC-01 O _ _
EXISTING 2500 GALLON UNDERGROUND N cM d'
STORAGE TANK TO REMAIN `
e- r o 0
FM-09
ELEV (116't) NEW DOUBLE WALL �$
FM-05 FM-13 FILL SPILL BUCKET
NEW TANK SUMP FM-09
NEW OPW 18" MANWAY It � � ~ 00
FM-32 FM-32
NEW MONITOR WELL
MANWAY NEW MONITOR WELL
� ✓„yt Q:: MANWAY
FM-35
2" SINGLE WALL
UPP VENT PIPING
FC-03 PROPOSED
CONCRETE SECTION co
(2) NEW BOLLARDS
ti
c FOR VENT ,� CV
° PROTECTION W W 00 z
o O H z "U
APPROX ELEVATION = 582.0
D a FM-25 EXISTING 2' VENT ® J/1 cu z a-
O o n STACK TO REMAIN L/^i1�\, �NO/ fn
6L L w � z
ap o .fr A APPROX ELEVATION = 580.0 - < Q .�
LO o
U
U 0
VAPPROX ELEVATION = 578.0 � �� N �
W
O �� 0'V4 cn
(} APPROX ELEVATION = 576.0 /��jy
U O O
VAPPROX
w
ELEVATION = 574.0
VAPPROX ELEVATION = 572.0
� d
�D \_APPROX ELEVATION 570.0
(8) EXISTING PATH
r
LIGHTS TO REMAIN
4
o ^° ui
50
PROPOSED
D LANDSCAPE TIES r sx
EXISTING TREES
�Lta
p
m >,�ex PROPOSyr
D - APPROX CURRENT WATER LEVEL = 568.9
ASPHALT SIDE
� u
WALK f c a 1`iI_
SHORELINE xs° st
- ray sDes�'t>�
CL
-
°
NEW GATE ADDITION
(BY OTHERS)
NEW FENCE ADDITION ag
(BY OTHERS) NEW FENCE ADDITION
(BY OTHERS) EXISTING FENCE TO REMAIN
RELOCATED
EXISTING PATH RELOCATED EXISTING
g, LIGHTING POLE AND LIGHT EXISTING FENCE TO REMAIN
o D' RELOCATED FIXTURE
°ELECTRICAL METER o N
o AND PANEL; 0
oe , WATER AREA
FM-01 EXISTING FENCE TO REMAIN 4
D NEW FUEL/HOUSE DISPENSER DISPENSER HOSE co 0
W/ 100 FOOT HOSE y r
[NEW FIXED WALKWAY x 10 o Q>
NEW DISPENSER ISLAND (BY OTHERS) o O 1 QUA
MODIFY AS REQUIRED 4-0 2 �
FOR NEW PLATFORM T
ID
� 0.- �
i
AM Ek
i e �
14 ICY'
u Q O
' NEW HANDRAIL M r
OLD LOCATION OF ELEV (570.4') (BY OTHERS)
ELECTRICAL METER AND NEW HINGED RAMP
r Q 04
L
PANEL VEXISTING GATE TO REMAIN (BY OTHERS)
MODIFY AS REQUIRED FOR NEW PLATFORM _ o
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ELEVATION HIGH WATER
NEW FENCE ADDITION ^f, (569.4)
(BY OTHERS) 'f• EXISTING FENCE TO REMAIN NEW HANDRAIL ELEVATION
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NEW FENCE ADDITION HOSE LIMIT r,
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(BY OTHERS) EXISTING FENCE TO REMAIN
DISCLAIMER
DISPENSER HOSE DOCUMENTS PREPARED BY
CORESTATES, INC. ARE TO BE
Ec Q USED ONLY FOR THE SPECIFIC
PROJECT AND SPECIFIC USE FOR
WHICH THEY WERE PREPARED.
`-SHORELINE OTHERXPROJEOCrTS, BY OWNER
OR FE-lo TTHEANY OTHER EXPRESSED,PWRITTENITHOUT
EXISTING VEEDER ROOT
AUTHORIZATION OF CORESTATES,
PANEL TO REMAIN INC. IS DONE AT THE USERS
OWN RISK. IF USED IN A WAY
OTHEHAT WAS
EXISTING BOAT SPECIFICALLY Y I THAN NTENDED,EN ED, THE
HOUSE SUB PANEL OWNER WILL HOLD CORESTATES,
TO REMAIN INC. HARMLESS FROM ALL
eLAIMS AND LOSSES.
RE-LOCATED RE-LOCATED RE-LOCATED
EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING r`a` � y, ♦p '.++y
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® Sheet #

SCALE: 1" = 1'-O" 002 DISPENSER AND SUMP FRONT ELEVATION SCALE: 1" - 1'-O" 003 DISPENSER AND SUMP SECTION SCALE: 1" = 1'-O" 00
001 TANK SUMP PLAN � - � ® BACKFILL REQUIREMENT DETAIL SCALE: N.T.S.
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FM-13
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WALL UPP PIPING Es BACKFILL REQUIREMENTS (PRODUCT PIPINGS Q
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FM-29
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FE-26 FM-26 FM-27 WALL UPP PIPING ui
NEW 1j" SOLENOID NEW UPP TO MALE NEW UPP WELDED
- - - VALVE NPT ADAPTER REDUCER / CLOSER
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DISCLAIMER
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 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.
e
Y 4
Sheet #