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EXISTING STORE W/ FUELING REMODEL
STORE NO. 1204
6512 GALL BLVD
ZEPHYRHILLS, FL 33542
LANI DRIVE
PROJECT DATA
SHEET INDEX
FUELING CANOPY AND UNDERGROUND STORAGE TANKS
GO FUELING CANOPY COVER SHEET AND INDEX
GO.1 FUELING ARCHITECTURAL SITE PLAN
GO.2 FUELING TRUCK ROUTE
GO.3 DEMO PLAN
G1 FUELING PIPING AND TANK SLAB DETAILS
G3 TANK SECTIONS
G4 TANK SUMP DETAILS
G4.1 TANK SUMP DETAILS
G5 DISPENSER AND SUMP DETAILS
G6 REMOTE VENT AND DETAILS
G6.1 FUELING DIMENSIONAL PLAN _
G7 EQUIPMENT SCHEDULES
G8.1 SIGNAGE DETAILS
G9 UST ELECTRICAL PLAN, ONE -LINE DIAGRAM AND
PANEL SCHEDULE
G9.1 N.E.C. CLASSIFIED AREA
G10 MISCELLANEOUS ELECTRICAL DETAILS
G11 ISOLATION RELAY BOX DETAIL
G12 SITE MONITORING EQUIPMENT DIAGRAM
G13 FUELING SPECIFICATIONS
G14 FUELING SPECIFICATIONS
G15 FUELING SPECIFICATIONS
G16 FUELING SPECIFICATIONS
G17 FUELING SPECIFICATIONS
2014 FLORIDA BUILDING CODE 5TH EDITION
2014 FLORIDA MECHANICAL CODE 5TH EDITION ----
2014 FLORIDA PLUMBING CODE 5TH EDITION
2011 NEC
2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION
NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE-2012 EDITION
NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR
GARAGES-2012 EDITION
NFPA 1 UNIFORM FIRE CODE HANDBOOK
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Proto
2nd
Qtr
04-03-15
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SUMMARY OF WORKp CL
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GRADING AND SITEWORK M
ASSOCIATED UNDERGROUND TANKS AND PIPING. O
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FUELING STATION DESCRIPTION: dw
(4) NEW GILBARCO 3+0 DISPENSERS
(2) NEW GILBARCO 3+1 DISPENSERS FOR DIESEL
(1) 10' DIA. 20K GAL. DW FIBERGLASS UST FOR UNLEADED FUEL
(1) 10' DIA. 20K GAL. SPLIT DW FIBERGLASS UST - 12K DIESEL/8K PREMIUM
(2) 2.0 hp VARIABLE SPEED STP FOR RUL AND PUL -
(1) 1.5 hp FIXED SPEED STP FOR DIESEL
(3) ATG's (1 PER STP SUMP) --
(3) PRODUCT FILL SUMPS (1 EACH UST) _-
3" OVER 2" DW FRP PRODUCT PIPING FOR RUL, PUL AND DIESEL FUELS m
3" AND 2" SW FRP VENT PIPING (UST's TO REMOTE VENT SUMP) --- 14
(1) NEW BRAVO VENT BOX FOR RUL, PUL AND DIESEL W o
EXISTING 132'-0" X 38'-0" FUELING CANOPY FOR SIX (6) DISPENSERS10
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PROJECT DIRECTORY REFERENCE SYMBOLS aOf
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OWNER: RADIANT GROUP LLC
1320 EAST 9TH AVE
TAMPA, FL 33605
MEP ENGINEER: CORE STATES GROUP
1700 INDUSTRIAL DRIVE, SUITE B
ROGERS, AR 72756
CONTACT: DAVID LEIFFER
479.986.4400
DLEIFFER@CORE-ENG.COM
REVIEW DATE:
CITY OF ZEPHY
BUILDING OFFICIA
BUILD 4C; SHALL CCWLY WITH
ALi ArpLICARLE SOL,I•)MG,
ELECTRICAL, PLUMBING ANO
MECIiANICAL CODES.
ORTH ARROW
x.x.x. - HEIGHT
i
'xx" ELEVATION
INDICATOR
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x-xxx DETAIL
INDICATOR
- GRID LINE
INDICATOR
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- WALL TAG
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- EQUIPMENT TAG
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( FOR LIST REF G7)
�.O ALL- i-
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W#-1L.. .1!_..�. ..u�lll:-+.1L :....1. ..1 11 .... ,.. ._.IY(�'.1Y 114'+W .:=11L'.....I._ .dY.I JA.. .Li d.'J. •a: W11aiL1J.1:1'3111:1 >tW al.: a.lJrlu411YW...d. i-..LaLL.t
np
3K
EXISTING
CAR WASH
0
UNDERGROUND TRENCHING
EXISTING
4
RADIANT
CONVENIENCE
STORE
8
(FIELD VERIFY)
FUELING CONTRACTOR TO FIELD
VERIFY THE E-STOP IS IN PROPER
WORKING ORDER AND E-STOP
LOCATION IS READILY AVAILABLE
TO THE PUBLIC
91.64
0
FUELING CONTRACTOR TO PICK UP
CONDUITS AND ROUTE TO FINAL
TERMINATION. WHERE POSSIBLE ADD
NEW CONDUITS PER SPECIFICATIONS.
FUELING CONTRACTOR RESPONSIBLE
FOR PULLING WIRE AND MAKING FINAL
TERMINATIONS,
Mf1
9
0
92.07
I 91.00
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- -
- ARCHITECTURAL SITE PLAN
3/32" = 1'-0"
GENERAL NOTES
FUEL CONTRACTOR
1 FUEL GC TO WORK WITH STORE GC ON
SCHEDULING. ANY CONFLICTS SHALL BE
BROUGHT TO THE ATTENTION OF THE PROJECT =o
MANAGER. �.
2 FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER
TANKS AND PRODUCT PIPING (I.E. TANK SLAB AND (D�
DRIVE MATS). CONCRETE CHAIRS ARE BY
OWNER.
3 NOT USED.
4 NOT USED.
0
5 FUEL EC TO INSTALL ALL FUEL RELATED
ELECTRONICS (I.E. DATA BOXES, PAM UNIT,
TURBINE RELAYS, ISOLATION RELAYS, ETC).
6 FUEL GC RESPONSIBLE FOR ALL ELECTRICAL
CONDUITS, SEAL -OFFS, ELECTRICAL J-BOXES PER Proto 2nd Qtr 04-03-15
STATE, LOCAL, MANUFACTURERS AND OWNER
CODES AND SPECIFICATIONS.
W 7 FUEL EC TO PULL WIRE FOR CANOPY LIGHTING,
INTERCOM, DISPENSERS, TURBINES AND
MONITORING SYSTEM DEVICES.
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8 FUEL EC TO MAKE ALL FINAL CONNECTIONS TO Q
FUELING EQUIPMENT AND ELECTRONICS. o Ja
U")9 FUEL GC TO PULL TRADE PERMITS FOR FUELING J CV)
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WORK (AS REQUIRED). J J N
Q 10 FUEL GC TO "CALL FOR" AND "BE PRESENT FOR" a Q • cM J
ALL LOCAL REGULATOR INSPECTIONS AND D S_
RESPONSIBLE FOR SCHEDULING ON -SITE o Q N
INSPECTIONS WITH APPROPRIATE OWNER ILL
REPRESENTATIVE RELATED TO FUELING. ~ J U) ~
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11 FUEL GC TO COORDINATE WITH TANKNOLOGY Q (9 _ P
AND THE CONSTRUCTION MANAGER FOR TESTING I- = N _
OF FUELING SYSTEM. Z I r U-)
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12 FUEL GC TO HAVE PERSONNEL ON SITE FOR
TESTING. 0 w N Ur
W 13 FUEL GC RESPONSIBLE FOR CLOSE OUT PACKAGE Q 04
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PER OWNER MATRIX. J
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1 V-
KEY NOTES
1 EXISTING RADIANT CONVENIENCE STORE
2 EXISTING FUELING CANOPY AND NEW
DISPENSERS
3 UNDERGROUND FUEL STORAGE TANKS AND SLAB
4 FUEL STORAGE TANK VENTS
5 EXISTING AIR -VAC MACHINE cc
6 NOT USED
7 EXISTING MONUMENT SIGN =
8 EXISTING VEEDER ROOT SITE MONITOR CONSOLE
FIELD VERIFY LOCATION r
REVIEWED
STATIONARY TANKS PROGRAM 11111111111110
FDON - Pinellas / Petroleum Storage Compliance Program
11
FDEP Contraa #GC (-m
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These plans for FDEP Site -■-•-•--
✓' GAS! s U) a
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are in substan ' compli wiM F.A.C. 62- _.��r..-- - W 00
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Dace 2
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FDEP EQ # SCHEDULE
LOCATION
EQ. NO.
TANKS
XERXES - DOUBLE WALL FIBERGLASS
200
PIPING
SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD II
252
LEAK DETECTION
VEEDER ROOT - TLS350
197
LEAK DETECTION
VEEDER ROOT - LIQUID AND INTERSTITIAL SENSORS
614
LEAK DETECTION
VAPORLESS - LINE LEAK DETECTION
329
SPILL CONTAINMENT
OPW - SPILL MANHOLE FOR TANK FILL
708
OVERFILL PROTECTION
OPW - 71 SO OVERFILL PROTECTION
697
DISPENSER LINER
OPW - FDS DISPENSER LINER (SUMP)
439
SUMP LINERS
XERXES - FIBERGLASS ATTACHED COLLAR
397
SUMP LINERS
XERXES - FIBERGLASS ACR-WT TANK SUMP
397
TANK BURIAL CHART - STORE 1204
COMPONENT
REGULAR
PREMIUM
VENT
A.
FINISH GRADE ELEV. AT BEGINNING OF RUN (FT):
91.64
91.64
91.00
B.
PIPE BURY (FT):
2,00
2.00
2.00
C.
ELEVATION OF PIPE AT BEGINNING OF RUN A-B
89.64
89.64
89.00
D.
PIPE LENGTH LONGEST RUN (FT):
133.00
103.00
73.00
E.
PIPING RUN FALL FT D*1 8" PER FT :
1.39
1.07
0.76
F.
TOTAL CROSSOVERS SWING JOINTS:
1.00
1.00
0.00
G.
CROSSOVER SWING JOINT DEPTH FT):
0.75
0.75
0.00
H.
ELEVATION AT END OF PIPE (FT) C-E-G*F):
87.50
87.82
88.24
I.
ADD FOR EXTRACTOR TEE AT SUMP:
1.25
1.25
0.50
J.
TOP TANK ELEVATION FT H-I :
86.25
86.57
87.74
K.
HIGHEST FINISH GRADE ELEVATION AT TANK SLAB FT):
91.29
91.29
91.29
L.
IMAX BURY DEPTH (K-J) (FT : MAX = 5.67'
5.04
4.72
3.55
M.
ILOWEST FINISH GRADE ELEVATION AT TANKS (FT):
90.90
90.90
90.90
N.
IMIN BURY DEPTH (M-J) (FT : MIN = 4.17'
1 4.65
4.33
3.16
TANK BURIAL DEPTH IS GOVERNED BY REGULAR PIPING.
THE TOP OF TANKS SHALL BE SET AT - 86.25 FT
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12" MIN
1-G3
(6 PIPE) 66" WIDE TRENCH
(5 PIPE) 56" WIDE TRENCH
(4 PIPE) 46" WIDE TRENCH
(3 PIPE) 36" WIDE TRENCH
(2 PIPE) 26" WIDE TRENCH
16" WIDE TRENCH
(1 PIPE)
PIPING TRENCH SECTION
1 /8"=1'-0"
NOTE:
FOR REINFORCING AT TANK
SLAB PENETRATIONS AND
CORNERS REF 6-G6.1
4 52'-2" O.T.O. TANK S
48'-2" (MIN BOUNDARY TOP OF EXCAVATION
44'-2" (MIN BOUNDARY BTM OF EXCAVATION
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TANK SLAB PLAN
1 /8"=1'-0"
3ACKFILL TYP
) ALTERNATE)
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NOTE:
REF 1-G6.1 FOR DIMENSIONS AND
LOCATIONS OF DISPENSERS.
DISPENSER
STATION
ID TYPICAL
10
11 0 SIDE 1
REF 1-G5 DISP 6
TYP 0
REF 2- 6
0
-y
CO
Project #:
Project Name:
Tank Manufacturer/ Model:
Num ber of Tanks:
Tank Dry Weight:
Tank Volume:
Tank Diameter.
Tank Bury Depth:
Tank Length:
Number of Sumps:
Sump Diameter.
Tank Slab Length:
Tank Slab Width:
Tank Slab Thickness:
Deadman Length:
Deadman Width
Deadman Height
SEI 16380.0152
Las Vegas, NV #32649
Xerxes DW 10' 20K
Assumptions
100%saturation to finished grade
y) water = 62A lb/CF
rp submerged concrete = 87.6 Ib/CF
cp submerged aggregate = 57.6 lb/CF
U1= 40000 gal x 62.4 lb/CF = 333,244 Ibs
7.49 gal/CF
Sumps
U2 = 120.3 CF x 62.4 lb/CF = 7,507 Ibs
Total Uplift
U= Jul = 340,751 Ibs UP
Concrete Slab
W1= 1258.0 CF
x 87.6 lb/CF =
110,200 Ibs
Backfill Above Tank
W2 = 3,384 CF
x 57.6 lb/CF =
194,927 Ibs
Gravel Column Above Deadman (2 deadmen pertank)
W3 = 2916.72 CF
x 57.6 lb/CF =
168,003 Ibs
Soil Wedge Above Deadman (2 total)
W4 = 315.1812 CF
x 57.6 lb/CF =
18,154 Ibs
Concrete Deadman (2 deadmen par tank)
W4 = 157.5 CF
x 87.6 lb/CF =
13797 Ibs
Dry Weight of Tank
W5 =
18,000 Ibs
Total Weight
W= f WI =
523,081 Ibs DOWN
Net Force
Fnet = F WI - Jul = 182,330 DOWN
Factor of Safety
F.S. = 523,081 Ibs _ 1.54 PASS
340,751 Ibs
STORE SIDE
SIDE 1
11 11 0 _
REF 1-G5 DISP 5 -y
EXISTING CANOPY o
COLUMN TYPICAL
0
TEE IS SET AT
45 DEGREE
ANGLE, TYP
3" OVER 2" DBL-WALL -�
FIBERGLASS
PRODUCT PIPING - SLOPE 3-G1
�8" PER FOOT MIN
o
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SIDE 1 _
REF 1-G5 DISP 4 I DISP 2 REF 1-G5
o + o
TANK #2 STP SUMP (PUL)
REF 4-G6.1 AND 1-G4
TANK #2 FILL (PUL)
REF 4-G6.1 AND 1-G4.1
ANK #2 VENT / VR (PUL)
REF 4-G6.1 AND 2-G4.1
I
TANK #2 10 FT DIA
8,000 GAL PREMIUM
UNLEADED REF 2-G3
INTERSTITIAL MONITOR -'
REF 5-G6.1 AND 4-G3
OBSERVATION WELL
1 REF 5-G3 IV
FLOW RATE
1-6 NOZZLES - 10 GPM
8 NOZZLES - 9.5 GPM
10 NOZZLES - 8.8 GPM
12 NOZZLES - 8.3 GPM
O
SIDE 1
r
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-� DISP 3 REF 1-G5
-----------
-FOR CROSSOVER PIPING TRANSITIONS
USE PRIMARY AND SECONDARY TEEs
AND 450 ELBOWS AS REQUIRED
(CONNECTING PIPE LENGTH VARIES)
USE DOUBLE WALL 45' ELBOWS
AND DOUBLE WALL 90° ELBOWS
AS REQUIRED (CONNECTING
PIPE LENGTH VARIES)
0
O
SIDE 1
STREET SIDE
2 FIBERGLASS VENT PIPING -
SLOPE FROM REMOTE VENT
DOWN TO TANKS 1/8" PER FOOT MIN
FUEL PIPING PLAN
1 /8"=1'-0"
Co
u1t
10'0 TANK
MANWAY
10.0 TANK
DEADMAN
PEAGRAVEL
O O
0
+- SIDE 1
DC__ISP 1 J11
REF 1-G5
Q
TANK #3
10 FT DIA
12,000 GAL
DIESEL
REF 2-G3 1
TANK #1 10 FT DIA
20,000 GAL REGULAR
UNLEADED REF 1-133
fPIPING DESIGN BASED ON 25' LENGTHS
3" FIBERGLASS VENT PIPING -
SLOPE FROM REMOTE VENT
DOWN TO TANKS 1/8" PER FOOT MIN
1
G6
REMOTE
VENT
FINISHED
GENERAL NOTES
1 ALL CONSTRUCTION SHALL MEET COUNTY
STANDARDS. CONTRACTOR TO SECURE ENTIRE
CONSTRUCTION AREA WITH CHAIN LINK
FENCING DURING CONSTRUCTION PERIOD.
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2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
a
ENGINEER OF ANY DIFFERENCES BETWEEN THE
ACTUAL FIELD CONDITIONS AND THE PLANS
BEFORE PROCEEDING WITH CONSTRUCTION.
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3 PETROLEUM CONTRACTOR SHALL BE
RESPONSIBLE FOR THE INTEGRITY OF THE
PIPING SYSTEM DURING CANOPY ERECTION AND
CONCRETE FLATWORK INSTALLATION.
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4 AFTER COMPLETING INSTALLATION OF
DISPENSERS, THE PETROLEUM CONTRACTOR IS
TO INSTALL BRIGHT ORANGE CONSTRUCTION
FENCE AROUND ENTIRE DISPENSER.
5
W
5 PETROLEUM CONTRACTOR IS TO BE AWARE
Proto 2nd Qtr 04-03-15
THAT ON THE DAY THE GASOLINE SYSTEM IS
PUT INTO SERVICE, THE GAS CONTRACTOR AND
A GILBARCO AUTHORIZED SERVICE
CONTRACTOR MUST BE ON SITE ONE (1) HOUR
PRIOR TO STARTUP AND MUST REMAIN ON SITE
THREE (3) ADDITIONAL HOURS FOR A TOTAL OF
FOUR (4) HOURS. ANY COSTS INCURRED OVER
FOUR (4) HOURS DUE TO FUELING SYSTEM
z
ISSUES, SHOULD BE BILLED AS A CHANGE
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1 6" CONCRETE SLAB AT FUELING CANOPY.
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0 =
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REF 1-G0.1 FOR TOS ELEVATIONS.
=
N
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0'
~
2 GEOTECH FABRIC MATERIAL TO EXTEND 12"
N
PAST EACH SIDE OF PIPING TRENCH AND TANK
W
a
W
EXCAVATION.
0
N
Z
W
J
3 PIPING TRENCHES SHALL BE DUG IN SUCH A
W
MANNER THAT THE TRENCH WIDTH IS EQUAL TO
M
0
AT LEAST TWICE WIDTH OF ALL PIPING
T_
LL
CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4"
(10cm) CLEAR DISTANCE BETWEEN PIPING
POSITIONED IN THE TRENCH AND 6" WHERE
PIPING CROSSES OVER EACH OTHER. THE
BOTTOM OF THE TRENCH SHALL BE AS
UNIFORM AS POSSIBLE TO ELIMINATE HIGH
SPOTS AND ENSURING AN EVEN LAYER OF
BEDDING MATERIAL UNDER THE PIPE. REMOVE
ALL SHARP ROCKS AND DEBRIS FROM THE
TRENCH BOTTOM BEFORE BEDDING MATERIAL
IS INSTALLED.
4 SITE CONDITIONS MAY CAUSE VARIATIONS
�.
WHICH MUST BE APPROVED BY OWNER AND
MANUFACTURER. PIPING BURIAL DEPTHS LESS
THAN 18" REQUIRES OWNER APPROVAL.
-TANK #3 FILL (DIESEL)
REF 4-G6.1 AND 1-G4.1
-TANK #3 VENT (DIESEL)
REF 4-G6.1 AND 3-G4.1
-TANK #3 STP SUMP (DIESEL)
REF 4-G6.1 AND 2-G4
-INTERSTITIAL MONITOR
REF 5-G6.1 AND 4-G3
-OBSERVATION WELL
REF 5-G3
TANK #1 FILL (RUL)
REF 4-G6.1 AND 1-G4.1
TANK #1 VENT / VR (RUL)
REF 4-G6.1 AND 2-G4.1
TANK #1 STP SUMP (RUL)
REF 4-G6.1 AND 1-G4
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FUELING - USA
®KEY NOTES
NOTE:
OBSERVATION WELLS SHALL BE ACCESSIBLE ONLY
WHERE REQUIRED BY STATE OR LOCAL CODES
ANK SLAB
2-G 1
k GRAVEL BACKFILL TYP
APPROVED ALTERNATE)
IUST PER FIELD CONDITION
'NOT LOWER THAT TOP OF TANK
ZEADED 4" PVC
_LAR
'TOM OF TANK
;AVATION
)ISTURBED SOIL
IWIW
ACTIVE
OBSERVATION WELL SECTION
r��rnri � irur
'IVE PROOF J-BOX
4" NPT THREADS
FLAT
;RETE SLAB
AVEL BACKFILL TYP
)ROVED
IATE)
IT WITH SEAL -OFF
f 1-G9 AND 1-G12
ND CORD GRIP
ED WITH SENSOR
P RISER PIPE
BY MALE FITTING AT
i END OF PIPE RISER
DRD
r CUT)
R SPEC
TANK WALL
rITIAL SPACE
ANK WALL
ANNULAR SPACE
RISER AND SENSOR SECTION
1 /2"=1'-0"
k GRAVEL BACKFILL TYP
APPROVED ALTERNATE
PEA GRAVEL BACKFILL
FERIAL (OR APPROVED
'ERNATE) UNDER
IKS AND DEADMEN
10' DIA 20,000 GALLON SPLIT TANK SECTION
GRAVEL BACKFILL TYP
APPROVED ALTERNATE)
EA GRAVEL BACKFILL
=RIAL (OR APPROVED
:RNATE) UNDER TANKS
DEADMEN
MIN MIN MIN MIN MIN MIN
10' DIA UNDERGROUND STORAGE TANK SECTION
1 /4"=1 '- 0"
1 CONCRETE SLAB. REF 1-G6.1 FOR TOS
ELEVATIONS. ALL MANHOLES WITHIN THE TANK
SLAB AREA TO BE RAISED 1" ABOVE THE NORMAL
GRADE OF CONCRETE. SLOPE CONCRETE TO
MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO
NOT INHIBIT WATER DRAINAGE OFF THE TANK
SLAB (NO POOLING).
2 GEOTECH FABRIC MATERIAL TO EXTEND 12"
4)
MINIMUM PAST THE TANK HOLE EXCAVATION.
METHOD OF PINNING FABRIC AT TOP OF
EXCAVATION TO BE APPROVED BY OWNER
CONSTRUCTION MGR.
3 4" DIAMETER SCHEDULE 40 PVC WITH WELL
-
.020
SCREEN. MUST BE FACTORY SLOTTED. NO FIELD
p
SLOTTING.
4 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK
MANUFACTURER. PLACE DEADMEN PER N
MANUFACTURER'S INSTALLATION INSTRUCTIONS. w
Proto 2nd Qtr 04-03-15
5 FOR SLOPE, FOLLOW CURRENT OSHA
REGULATIONS. IF SHEET PILES ARE UTILIZED,
PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW
TANKS AND SHORING.
6 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES
OWNER AND MANUFACTURER'S APPROVAL.
7 UNDISTURBED SOIL OR COMPACTED BACK FILL
NOT LESS THAN 95% OF MODIFIED PROCTOR
DENSITY (AASHTO-T-180).
10' DIA--20,000 GALLON TANK SECTION
k GRAVEL BACKFILL TYP
I APPROVED ALTERNATE)
PEA GRAVEL BACKFILL
-ERIAL (OR APPROVED
ERNATE) UNDER
IKS AND DEADMEN
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a KEY NOTES
MAINTAIN 8" TO 1("' ^'
FROM TOP OF MANHOLE C
TO TOP OF WT C
CONCRETE TANK
EXPLOSION PROOF
a (FOR STP PC
ELEC SEAL -OF
CONDUIT FROM ELEC I
FOR STP P(
CONDUIT AND LB)
STP POWER CONNE(
SEE PLC
2" FRP X 33" LONG (MIN)
FOR SUMP SENSOR HOUS
1" CLR FROM 1
TYP
TYP
TYP
TYP
TYP
TYP
FUEL PIPING TF
REF 5-C
CONDUIT AND LBY'S
STP POWER CONNECT
EXPLOSION PROOF J-E
(FOR STP POW
CONDUIT FROM ELEC RO
FOR STP POV1
XERXES 42" EIGHT SIDED SUI
SUPPLIED w/ TANK (T
SECTION
ROTATE VIEW AS REQUIRED FOR FIELD CONDITION
l ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR
REFERENCE ONLY - COORDINATE LOCATIONS WITH
SHEET G9 AND FIELD CONDITIONS
RTIGHT COVER WITH
RVATION PORT
PORT WITH ATG
MH SKIRT TO MAINTAIN
4" BETWEEN SUMP
RE FOAM PIPE INSULATION
)TTOM OF MH SKIRT
)SION PROOF J-BOX
SENSORS) �2
IED 40 BLACK IRON
ITTINGS AND UNION BY GC
AT FROM ANNULAR SPACE
DLE FOR SENSORS
'LUMBING TREE
G4.1
IED 40 BLACK IRON
,ISER BY GC
SENSOR BRACKET
rED TO PIPE RISER (2 LOC)
LAMPS, SENSOR BRACKETS
-BOLTS BY GC
PLATES
VK MFR
IMUM 4'-0" STRAIGHT RUN OF
NG PRIOR TO FIRST CHANGE
DIRECTION FITTING TYPICAL
IDUIT FROM ANNULAR SPACE
MH FOR SENSORS
LOSION PROOF J-BOX
R SENSORS)
(INCLUDES
3ALL VALVES)
IP SENSOR BRACKET U-BOLTED
5TP RISER (2 LOC) - PIPE
MPS, SUMP BRACKETS AND
DLTS BY GC
2" FRP X 33" LONG
1) FOR SUMP SENSOR
ISING
MAINTAIN 8" TO 1f" ^'
FROM TOP OF MANHOLE C
TO TOP OF WT C
CONCRETE TANK
EXPLOSION PROOF
❑2 (FOR STP PC
ELEC SEAL -OF
CONDUIT FROM ELEC I
FOR STP P(
CONDUIT AND LB)
STP POWER CONNE(
SEE PU
2" FRP X 33" LONG (MIN)
FOR SUMP SENSOR HOUSI
1" CLR FROM 1
TYP
TYP
TYP
TYP
TYP
TYP
FUEL PIPING TF
REF 5-C
CONDUIT AND LBY'S
STP POWER CONNECT
EXPLOSION PROOF J-E
(FOR STP POW
CONDUIT FROM ELEC RC
FOR STP POV
XERXES 42" EIGHT SIDED SUI
SUPPLIED w/ TANK (T
1 ELECTRICAL CONDUIT(S) TO ENTER SUMP 2" MIN
ABOVE HIGHEST PRODUCT PENETRATION.
2 LOCATE ELECTRICAL JUNCTION BOX AT HIGHEST
c
LOCATION IN SUMP RISER FOR EASY ACCESS
O
FROM ABOVE.
a.
v
3 SUMP SENSOR TO REST AT LOWEST POINT OF
SUMP ENCLOSURE ON PRODUCT PIPING SIDE OF
SUMP. TANK CONTRACTOR TO SUPPLY ALL
BRACKETS AND CLAMPS FOR 2-POINT MOUNTING 1
OF THE 2" FRP SLEEVE.
4 SET MANHOLE COVERS 1" ABOVE THE FINISH :?
GRADE AND SLOPE CONCRETE AWAY FROM
MANWAY COVERS AT 2% GRADE.
5 POSITION BALL VALVE FOR UNOBSTRUCTED USE
OF SHUT-OFF HANDLE.
of
Proto 2nd Qtr 04-03-15
SECTION
ROTATE VIEW AS REQUIRED FOR FIELD CONDITION
ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR
REFERENCE ONLY - COORDINATE LOCATIONS WITH
SHEET G9 AND FIELD CONDITIONS
RTIGHT COVER WITH
RVATION PORT
I PORT WITH ATG
MH SKIRT TO MAINTAIN
4" BETWEEN SUMP
RE FOAM PIPE INSULATION
)TTOM OF MH SKIRT
)SION PROOF J-BOX
TENSORS) Q2
IED 40 BLACK IRON
ITTINGS AND UNION BY GC
JIT FROM ANNULAR SPACE
DLE FOR SENSORS
'LUMBING TREE
G4.1
IED 40 BLACK IRON
:ISER BY GC
SENSOR BRACKET
rED TO PIPE RISER (2 LOC)
LAMPS, SENSOR BRACKETS
-BOLTS BY GC
PLATES
VK MFR
OUM 4'-0" STRAIGHT RUN OF
IG PRIOR TO FIRST CHANGE
)IRECTION FITTING TYPICAL
)UIT FROM ANNULAR SPACE
MH FOR SENSORS
.OSION PROOF J-BOX
SENSORS)
INCLUDES
NLL VALVES)
P SENSOR BRACKET U-BOLTED
TP RISER (2 LOC) - PIPE
APS, SUMP BRACKETS AND
LTS BY GC
?" FRP X 33" LONG
FOR SUMP SENSOR
>ING
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DIESEL STP SUMP DETAILS
3/4"=1'-0"
REGULAR
3/4"=1'-0"
AND PREMIUM STP SUMP DETAILS
SHEET:
XE
a KEY NOTES
FOAM FORM
LAY-UP OVER
FORM 6" WIDE
M M M 360 DEGREE
3 MAT LAY-UP
INSIDE & OUTSIDE
ANNULAR SPACE
OUTER WALL
COLLAR
FOAM FORM
LAY-UP OVER FORM 6"
WIDE M M M 360 DEGREE
INNER WALL
UPPER SUMP WALL
ADHESIVE
LOWER SUMP WALL
LAY-UP SAMPLES SHOWN ARE FOR REFERENCE ONLY. REFER TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS FOR SPECIFIC LAY-UP MATERIALS AND METHODS.
TANK SUMP LAYUP DETAILS
N TS
4 BLACK IRON PIPE RISER WITH
LAYERS OF PRIME AND WRAP
TRIAL BY GC
GRAVEL FILL MATERIAL
UPPER SUMP WALL
3 MAT LAY-UP
INSIDE & OUTSIDE
LOWER SUMP WALL
LACK IRON
)N BY GC
VALVES
H FLEX
DUAL
PRODUCT OUTPUT
FUEL PLUMBING TREE DETAILS
-
1 1 /2''=1'-O"
>CHEME OF
INER COVERS
NCRETE AWAY FROM
INER COVER
NG
RIPE NIPPLE BY GC
LL MATERIAL
RON PIPE RISER WITH
DF PRIME AND WRAP
3C
14
3"
62
3"
PIPE "
SUMP SENSOR BF
U-BOLTED TO PIPE RISER
PIPE CLAMPS, SENSOR BRA
AND U-BOLTS
2"FRPX33"LOI
(MIN) FOR SUMP S
HOUSING 1" CLR FRO
SUMP SENSOR AND
SENSOR BRACKET DETAIL
3/4"=1'-0"
1 CONCRETE SLAB. REF 1-G6.1 FOR TOS ELEVATIONS.
ALL MANHOLES COVERS WITHIN THE TANK SLAB
AREA ARE TO BE SET 1" ABOVE THE FINISH GRADE
AND SLOPE CONCRETE AWAY FROM MANWAY
COVERS AT 2% GRADE. CROWN CONCRETE AS TO
NOT INHIBIT WATER DRAINAGE OFF THE TANK SLAB
(NO POOLING).
2 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP
ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP.
TANK CONTRACTOR TO SUPPLY UNISTRUT
BRACKETS, PIPE CLAMPS AND 2" FRP SLEEVE FOR
2-POINT MOUNTING OF THE SLEEVE.
3 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF
SHUT-OFF HANDLE.
c
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N
4 OVERFILL PREVENTION VALVE INSTALLED PER MFR'S
SPECIFICATIONS. SET OVERFILL DEVICE FOR
RESTRICTION OF FLOW AT OR BELOW 90% TANK N
CAPACITY AND POSITIVE SHUT-OFF AT 95% TANK w
CAPACITY TO MEET NFPA 30 REQUIREMENTS Proto 2nd Qtr 04-03-15
^^ `LOR SCHEME OF
DNTAINER COVERS
6.1
'E CONCRETE AWAY FROM
ONTAINER COVER
6.1
)EL
ULAR & PREMIUM
6" LONG
PE NIPPLE BY GC
AVEL FILL MATERIAL
7 TO EXPLOSION PROOF
tEF G-9 FOR ROUTING
ACK IRON PIPE RISER WITH
'ERS OF PRIME AND WRAP
,L BY GC
10 FT TANK
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DIESEL VENT DETAIL
RUL / PUL VENT/VAPOR DETAIL
FUEL FILL CONTAINER DETAIL
1 "=1'-0.,
SHEET:
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FUELING - USA
3"/ 2"
r
311/211
PIPING CONNECTIONS
5 lot = 11-0"
IOTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO
PRnVInF rONTAINMFNT FOR THE C.II RARM ENCORE DISPENSER
DISPENSER SUMP ELEVATIONS
SUMP MONITORIN
CONDUI-
REFERI
FOR DI
PIPING E
SUMP MONITORING
CONDUITS
REFEREN
FOR DIR
PIPING ENl
D P U
3+1 DISPENSER
:3+U U15F'LNSLFK
DISPENSER SUMP -PLAN VIEWS
31l/ 211
CRITICAL!
SIDE CONDUIT
CHANNEL
WER
PER MANUFACTURER'S
SPECIFICATIONS
SECONDARY
CONTAINMENT 45'
ELBOW
3" 0 FIBERGLASS
SECONDARY PIPE
OVER 2" 0
FIBERGLASS
PRODUCT LINE
jGZ,S
10"
LOWER PIPING CROSS
BRACE PROVIDED
WITH DISPENSER
SLOPE CONC
REF 1-G6.1
° °
, A
P a
a
d °
PIPE CLAMP BY GC
0 FO
ci
2" ID FIBERGLASS TUBE 03
TO BE BRACKETED TO STEEL
DWER SUPPORTS AT RIM OF SUMP
FOR SUMP SENSOR
V CUT LOCATED AT BOTTOM
OF FIBERGLASS TUBE TO BE
VIEWED BY INSPECTOR
2" SCHED 40 BLACK
IRON PIPING AND
FITTINGS BY GC
2" FIBERGLASS TUBE WITH
"V" NOTCH - POSITION
TUBE 1" FROM BOTTOM OF
SUMP WITH NOTCH IN
VIEW FOR INSPECTOR
FITTING w/ PLASTIC TUBING BY FUEL CONT.,
REMOVE AFTER TESTING. TURN TEST PORT
HOLE IN FITTING TOWARD BOTTOM DURING
INSTALLATION FOR FUTURE DRAINAGE
ME
ILE:LE
11
son
9 3/8" 1 5" 1 10"
3+0 DISPENSER
FOR RIGID FIBERGLASS PIPE
AND FITTINGS - REF 5-G5
FOR PIPING CROSS-OVERS
cn
REF MANUFACTURER'S
o
W-
INSTALLATION INSTRUCTIONS
N
Q
END AND INTERMEDIATE
DISPENSER SUMP SECTION
CHECK WITH CONSTRUCTION
MANAGER FOR OCTANE DECAL
ARRANGEMENT AND PROPER
OCTANES TO BE USED(MIDGRADE
ALWAYS TO BE AT CENTER.)
UNIONS AND PIPING BY GC
SLOPE CONC
REF 1-G6.1
a �
d
e
12
TRIM SUMP AS REQUIRED FOR SITE
CONDITIONS AND PIPE SLOPES.
RELOCATE RAIN -LIP AND EQUIP
RAILS TO MAINTAIN A 2"
PROJECTION ABOVE THE RAIN -LIP
VARIES PER FIELD CONDITION
2" SCHED 40 BLACK IRON
PIPING AND FITTINGS BY GC
RETRACTOR
HOSE CLAMP
LOWER PIPING CROSS
BRACE PROVIDED
WITH DISPENSER
n
SLOPE CONC I� REF 1-G6.1
2" ID FIBERGLASS TUBE TO BE
BRACKETED TO STEEL SUPPORTS AT
RIM OF SUMP FOR SUMP SENSOR
V CUT LOCATED AT BOTTOM OF
FIBERGLASS TUBE TO BE
VIEWED BY INSPECTOR
GILBARCO ENCORE 700S DISPENSER
1"
5" 5"
10"
3+1 DISPENSER
n
II
GENERAL NOTES
1 AFTER ALL UNDERGROUND PIPING AND
ELECTRIC CONDUITS ARE INSTALLED AND
DURING EXCAVATION, BACKFILLING, AND
CONCRETE POURING; A CONTINUOUS
C
HYDROSTATIC TEST SHALL BE PERFORMED ON
O
4-
ALL SUMPS AND SPILL BUCKETS TO ENSURE
fl-
TIGHTNESS AND PROPER INSTALLATION.
4)
2 SUMP TO BE CLEANED OF DEBRIS AND DRIED
0
AFTER TESTING.
® KEY NOTES
m
0
1 GC TO SUPPLY U-BOLTS TO SECURE PIPING TO
CROSS BRACKETS SUPPLIED BY GILBARCO.
Proto 2nd Qtr 04-03-15
2 CRITICAL - MUST HAVE 2" RAIN LIP ABOVE
INTEGRAL RAIN LIP FRAME.
3 SHEAR SECTIONS OF SHEAR VALVES SHALL BE
MOUNTED FLUSH WITH TOP OF PAVEMENT.
4 HOSE RETRACTOR REQUIRES FIELD
MODIFICATION, REF MANUFACTURER'S
INSTALLATION INSTRUCTIONS FOR SPECIFIC
U C)
J
USE.
J ch
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W
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or,,
0
CHECK WITH CONSTRUCTION
MANAGER FOR OCTANE DECAL
ARRANGEMENT AND PROPER
OCTANES TO BE USED
UNIONS AND PIPING TYP
BY GC
SLOPE CONC
REF 1-G6.1
d
d d
e
e
12
GO
TRIM SUMP AS REQUIRED FOR
SITE CONDITIONS AND PIPE SLOPES.
RELOCATE RAIN -LIP AND EQUIP
RAILS TO MAINTAIN A 2" PROJECTION
ABOVE THE RAIN -LIP
VARIES PER FIELD CONDITION
BLACK IRON PIPING AND FITTINGS
TYP BY GC
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MANHOLE SIZES VARY
MAINTAIN 2" CLR TO
° •, REBAR TYP
m °
a
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ADDITIONAL OPENING
REINFORCING (4) #3 X 3'-0"
• (DIAGONAL) AT ALL SMALL
6"
12" PENETRATIONS THRU TANK
SLAB
"
8" TANK SLAB
' (3) #3 X 3'-0" LONG REBAR
AT 8 1/2" OC EACH CORNER
•' HAVING THIS SLAB EDGE
CONFIGURATION
y a
z
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12"
10
SLAB REINFORCING DETAILS
SAW CUT AT 6" CANOPY SLAB
"WDx11/2"DP
,W CUT JOINT
REINFORCING BARS
18" OC EACH WAY
•" WD x 1 3/8" DP
,W CUT JOINT
REINFORCING BARS
12" OC EACH WAY
SAW CUT AT 8" TANK SLAB
SAW CUT DETAILS
-
(::3 1 /8"=1'-0°
#3 REBAR DOWELS X 36" LONG
AT 18" OC IF ADJOINING NEW
CONSTRUCTION SITE CONCRETE
FOR REINFORCING REF
CONSTRUCTION JOINT (BELOW)
GUNIKULJI
88"" TANK 6" CANOPY
CANOPY
SLAB II- SLAB
3/4" SMOOTH DOWELS X 24" LONG
AT 12" OC WITH EXPANSION CAP
#3 REBAR AT 18" OC EACH WAY
�. IN CANOPY SLAB
01 2" PLASTIC CHAIRS ON EACH
LONGITUDAL BAR AT 4' OC
_ — #3 REBAR AT 12" OC EACH WAY
IN TANK SLAB
0 3" PLASTIC CHAIRS ON EACH
LONGITUDAL BAR AT 4' OC
CONSTRUCTION JT
JOINT DETAILS
2 3/8"=1'-0"
WHITE WITH EXT
YELLOW HEXAGON 53
PRODUCT FILL (YELLOW) -
INTERIOR SPILL
BUCKET TAG
54
PAINT "YELLOW' 1-112" -
PAST RING (4 SIDES)
DIESEL
VAPOR
RECOVERY
WHITE WITH EXT
BLACK CROSS 35
PRODUCT FILL (WHITE)
INTERIOR SPILL '�—
BUCKET TAG
36
� 0
PAINT "BLACK" 1-1/2"
PAST RING (4 SIDES)
REGULAR PREMIUM
UNLEADED UNLEADED
39 SOLID ORANGE
STAGE 1 VAPOR RECOVERY
(ORANGE)
EXT RED WITH
37 WHITE CROSS
-PRODUCT FILL (RED)
INTERIOR SPILL
�+ BUCKET TAG
0
-PAINT "WHITE" 1-1/2"
PAST RING (4 SIDES)
®®®
NOTE: OBSERVATION WELL ALL OTHER SMALL
MANHOLES PAINT BLACK
COVER IS PRE -FINISHED
WHITE WITH BLACK TRIANGLE.
PAINT MH RING / SKIRT BLACK
(ACTIVE)
OBSERVATION
WELL
MANHOLE COLOR SCHEDULE
5 1 /4"=1'-0°
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ALPHA TANK CODE TO
MATCH FUEL DESIGNATION
FLUSH MOUNTED IN CONC
REF PLAN 2-G1
x
42 REGULAR
43 PREMIUM
56 DIESEL
"EDGE" FILL BUCKETS
REF 5-G6.1 FOR
COLOR SCHEMES
NOTE TO GC:
DO NOT PAINT
MANHOLE COVER
NUMERICAL TANK CODE TO
MATCH TANK MONITOR
# FLUSH MOUNTED IN CONC
40
TURBINE MANHOLE 41 REF PLAN 2-G1
72
CONCRETE TAG AND MARKER DETAILS
4 1/2"=1'-0"
STORE SIDE
134'-0" O-T-0 CANOPY SLAB
® KEY NOTES
1 CONCRETE SLAB. REF G0.1 FOR TOS ELEVATIONS.
ALL MANHOLES WITHIN THE TANK SLAB AREA TO
BE RAISED 1" ABOVE THE NORMAL GRADE OF
CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4"
PER FT. CROWN CONCRETE AS TO NOT INHIBIT
WATER DRAINAGE OFF THE TANK SLAB (NO
POOLING).
v
2 GASOLINE RESISTANT JOINT SEALING COMPOUND.
�
-EXPANSION JOINT FILLERS: ASPHALT
IMPREGNATED FIBERBOARD CONFORMING TO
ASTM D-60-T. USE 1/2" THICK OR AS INDICATED ON
DRAWINGS. TOP OF JOINT MATERIAL SHALL BE
SET 1/2" BELOW TOP SURFACE OF SLAB. FILL VOID
WITH GASOLINE RESISTANT SEALER.
m
0
3 UNDISTURBED SOIL OR COMPACTED BACK FILL
NOT LESS THAN 95% OF MODIFIED PROCTOR
DENSITY (AASHTO-T-180).
m
4 1/2" THICK ASPHALT IMPREGNATED EXPANSION
Proto
2nd
Qtr
04-03-15
JOINT MATERIAL.
13'4" 01 36'-0" t EXISTING COLUMN SPACING 36'-0" t EXISTING COLUMN SPACING le 36'-0" t EXISTING COLUMN SPACING 13'-0"
FIELD VERIFY FIELD VERIFY FIELD VERIFY
18'4" 18'-0" �. 18'-0" 18'-0" 18'-0" 18'4"
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CJ
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NOTE:
ALL BTM OF DISPENSER ELEVATIONS
SJ
SJ
TO BE 1" ABOVE GRADES SHOWN.
SJ = SAW JOINT REF 3-G6.1
SLOPE CONCRETE 1/4" PER FT TO
NORMAL GRADES TYPICAL.
CJ = CONSTR JOINT REF 2-G6.1
EL 91.17
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STREET SIDE
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si
NOTE:
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CONCRETE 1/4" PER FT TO NORMAL
GRADES TYPICAL. C—LRONL-
EL 90.92 LL
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EL 91.00
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(:FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN
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•' -0 ; \
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SHEET:
G6.1
FUELING -USA
f'-
GENERAL NOTES
IN CASE OF FIRE,
SPILL OR RELEASE:
1.USE EMERGENCY PUMP SHUTOFF
2. REPORT THE ACCIDENT!
FIRE DEPARTMENT TELEPHONE # 911
FACILITY ADDRESS:
WARNING FIRE IN CASE OF FIRE,
�NO SMOKINGEXTINGUISHERSPILL OR RELEASE
)— N.T.S. N.T.S.
DANGER
EMERGENCY SHUT OFF OUTSIDE
EXTREMELY FLAMMABLE
Use as Motor Fuel Only
• NO SMOKING!
• Stop Engine.
• Turn off all electronic equipment including cellular telephones.
• Do not leave nozzle unattended during refueling
• Do not re-enter your vehicle while gasoline is pumping.
• Discharge your static electricity before fueling by touching a
metal surface away from the nozzle.
• If a fire starts, do not remove nozzle - back away immediately
Static Sparks Can Cause A Fire,
especially when filling portable containers.
• Containers must be metal or other material approved for
storing gasoline.
• PLACE CONTAINER ON GROUND! DO NOT FILL ANY
PORTABLE CONTAINER IN OR ON A VEHICLE.
• Keep nozzle spout in contact with the container during the
entire filling operation.
N G-2402
24 HOURS A DAY
Wl;;"4#
GAS PUMPS ARE
VIDEO MONITORED
CONTAINS
�10% ETHANOL
LOW SULFUR
HIGHWAY DIESEL FUEL
(500 ppm Sulfur Maximum)
WARNINGI
Federal lawprohibitsi •
vehiclesyear 2007 and later highway
• engines.
Its use may damage these vehicles
�y engines.
LOW SULFUR
HIGHWAY DIESEL FUEL
4 N.T.S.
1. SIGNAGE IS PROVIDED BY RADIANT OR GC.
SIGNAGE TO BE INSTALLED BY CONTRACTOR PER
RADIANT GUIDELINES.
1
2
3
4
5
6
DISPENSER NUMBERS
(:3 N.T.S.
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(:2 N.T.S.
DISPENSER SIGNAGE ELEVATION
1 3/411
" = 1'-011
SHEET:
G8.1
FUELING -
F 100A MAIN LUG ONLY
SERVES: TENANT SPACE NEW PANELBOARD 1PH 3WRRE 20
SERIESS RATED
LOCATION: STOCKROOM GROUND BAR
MOUNTING: SURFACE
CK
LOAD SERVED
WIRE
BRKR
PL
PHASE C
PHASE A
PL
BRKR
WIRE
LOAD SERVED
CK
1
DISPENSER #1
12
20
1
1.08 1. 88
1
20
12
DISPENSER #2
2
3
SWITCHED NEUTRAL
-
-
-
0.00 0.00
-
-
-
SWITCHED NEUTRAL
4
5
DISPENSER #3
12
20
1
1.08 1.08
1
20
12
DISPENSER #4
6
7
SWITCHED NEUTRAL
-
-
-
0.00 0.00
-
-
-
SWITCHED NEUTRAL
8
9
DISPENSER #5
12
20
1
1.08
1.08
1
20
12
DISPENSER #6
10
11
SWITCHED NEUTRAL
-
-
-
0.00 0.00
-
-
-
SWITCHED NEUTRAL
12
13
SPARE
-
20
1
0.00 0.00
1
20
-
SPARE
14
15
SPARE
-
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1
0.00 0.00
1
20
-
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16
17
RUL STP
12
20
2
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2
20
12
PUL STP
18
19
-
-
-
1.21 1.21
-
-
-
-
20
21
D-BOX CONTROLLER
12
20
1
0.11 1.09
2
20
12
DSL STP
22
23
SPACE
-
-
0.00 1.09
-
-
-
-
24
25
SPACE
0.00 0.00
SPACE
26
27
LOW VOLTAGE DISC
12
20
1
0.36 0.00
SPACE
28
29
SPACE
0.00 0.00
SPACE
30
TOTAL
TOTAL LOAD
PER NEC ARTICLE 220 FEEDER LOAD
10.10
3.87
KVA
AMPS
AMPS
84.17
32.25
13.97
KVA
KVA
13.97
H67.:l6AMPS
.16
n
IF-10 110 _ _ _DIo6
DATA 103
o SIDE 1
SENSOR 102 _ _
CONDUIT SCHEDULE
NAME
DESCRIPTION
CONDUIT SIZE
QTY
WIRE SIZE / MFR #
WIRE QTY
101
DISPENSER POWER -NON DIESEL
3/4"
4
#12 THWN-2
3#12 HOTS, 1#12 NEUT, 1#12 GR
102
DISPENSER SUMP SENSOR
3/4"
6
BELDEN #88760
1
103
DISPENSER DATA*
3/4"
6
2-WIRE TWISTED PAIR
CAT6 (FOR FUTURE EMV)
2 PAIR
1
104
2HP STP POWER
3/4"
2
#12 THWN-2
3#12 HOTS, 1#12 GR
105
RUL TANK ATG/SUMP, INTERSTITIAL, FILL SENSORS
3/4"
1
BELDEN #88760
4 #88760
106
PUL/DSL TANK ATG/SUMP, INTERSTITIAL, FILL SENSORS
3/4"
1
BELDEN #88760
7 #88760
107
FILL BUCKET SENSORS
3/4"
3
BELDEN #88760
1
108
STP SUMP SENSOR/ATG PROBE
3/4"
3
BELDEN #88760
2
109
NOT USED
--
-
--
--
110
DISPENSER POWER - DIESEL
3/4"
2
#12 THWN-2
4#12 HOTS, 1#12 NEUT, 1#12 GR
111
1.5HP STP POWER
3/4"
1
#10 THWN-2
2#10 HOTS, 1#10 GR
112
NOT USED
-
-
-
-
113
NOT USED
114
NOT USED
* REFERENCE GILBARCO FIELD WIRING DIAGRAM FE-364D FOR COMPLETE SPECIFICATIONS
FOR PANEL INFORMATION
REF STORE ELECTRICAL DRAWINGS
FEEDER PANEL
PANEL F
3 POLE 100 AMP SHUNT TRIP
ENCLOSED CIRCUIT BREAKER
NOTE:
3 #12, 3/4"C
ONE -LINE DIAGRAM IS FOR REFERENCE
ONLY. GAS CONTRACTOR TO VERIFY
LOADS TO BE PLACED ON PANELS.
EMERGENCY GASOLINE SHUT-OFF
SWITCH EXISTING.
(1) GENERAL CONTRACTOR TO INSTALL PANELS CIRCUIT BREAKERS AND CONDUIT.
(2) GASOLINE CONTRACTOR SHALL INSTALL WIRING (FROM CIRCUIT BREAKERS TO
EQUIPMENT), RELAYS, ETC. MAKE ALL CONNECTIONS AND COMPLETE SEAL OFF.
FUELING CONTRACTOR TO FIELD
VERIFY THE E-STOP IS IN PROPER
WORKING ORDER AND E-STOP
LOCATION IS READILY AVAILABLE
TO THE PUBLIC
PARTIAL ELECTRICAL ONE -LINE DIAGRAM
3 1 /8"=1'-0"
_ _Dlo
SENSOR 102
SIDE 1
F-9 101
DATA 11031
o
n
20=0* 6,0
nn C-
SENSOR _DISP
102
SIDE 1
F-6 101
DATA 103
0
FUELING CONTRACTOR: 10
INSTALL CONDUIT FROM THE ELECTRICAL
ROOM GUTTERS TO FINAL TERMINATION
POINT.
NOTE: PVC CONDUIT (WHERE ALLOWED BY AHJ), MAY BE USED.
RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR
UNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUM OF 2'
WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN
WHERE AHJ ALLOWS. LAST 2' WILL BE PVC COATED GALVANIZED
STEEL.
PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO
THE WEATHER; FOR ENCLOSING MAIN GROUNDING CONDUCTOR:
WHERE REQUIRED FOR MECHANICAL PROTECTION OR WHERE
SPECIFICALLY INDICATED.
USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND'
OR "KORKAP" ELECTRICAL CONDUITS AT FIBERGLASS TANK SUMPS
OR WHERE BRAVO F-17-RR OR F-10-RR ENTRY FITTINGS
ARE CALLED OUT.
STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY.
ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED
STEEL CONDUIT (NO PVC OR RNC CONDUIT ALLOWED).
( 2)- NOT USED
_ _Dlo
SENSOR 102
SIDE 1
F-5 101
DATA 1103
0
0
SENSOR _ _DISP 2
102
SIDE 1 a
F-2 101
DATA 103
0
ra
EXTENTS OF CLASSIFIED AREA
TYPICAL ALL DISPENSERS
FOR STP POWER CONDUITS, USE ONLY ROB ROY
CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND"
OR "KORKAP" WHERE BRAVO FITTINGS ARE USED
AND NO PVC CONDUIT IS PERMITTED. ROUTE
CONDUITS IN SEPERATE RACEWAY.
NOTE: ROUTE ALL CONDUITS UNDERGROUND TO C-STORE ELEC
ROOM. DATA/COM CABLE EXCESS TO BE COILED IN ELEC RM
FOR ROUTING ABOVE CEILING IN C-STORE TO FINAL
TERMINATION POINT.
EACH INTERCOM
SPEAKER/CALL SWITCH HAS
TWO PAIRED CIRCUITS
ROUTED TO CONSOLE - TYP
2
_ _ _DIr
F-1 110
DATA 11031
o SIDE 1
SENSOR 102
F-18
104 F 22 111
107
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D ILL, ILLTANK
108
f
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UNDERGROUND CONDUIT SCHEMATIC
N 1 1/8"=1'-0"
F-17
106
0
PRODUCT VENT REF 2-G4.1
PRODUCT FILL REF 1-G4.1
42" CONTAINMENT MANWAY
WITH SUBMERGED PUMP
AND TANK PROBE REF 1-G4
PRODUCT FILL REF 1-G4.1
PRODUCT VENT REF 3-G4.1
42" CONTAINMENT MANWAY
WITH SUBMERGED PUMP
AND TANK PROBE REF 2-G4
OBSERVATION WELL
ANNULAR SPACE RESERVOIR
REF 4-G3
42" CONTAINMENT MANWAY
WITH SUBMERGED PUMP
AND TANK PROBE REF 1-G4
PRODUCT VENT REF 2-G4.1
PRODUCT FILL REF 1-G4.1
ANNULAR SPACE RESERVOIR
REF 4-G3
OBSERVATION WELL
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N.E.C. HAZARDOUS AREA NOTES
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.►///.DISPENSERS
of
A
END ELEVATION
3 3/16" = V-0"
1,./IJr GIVJGRJ 11 � r.�
low
VENT LOCATION WILL VARY WITH TANK LOCATI(
SEE SITE SPECIFIC DRAWINGS FOR EXACT TAI
LOCATION AND G0.1 FOR LOCATION OF VEI
RISERS (TY
CLASS 1, DIV. 1 3' RADI
FROM VENT OUTL
CLASS 1, DI%
5' RADIAL FROM VENT OUTL
CLASS 1, DIV. 2
20' RADIAL (TYP.)
CLASS 1, 1
TYPICAL,
UNDER VENT rxIJGR
SIDE ELEVATION
2 3/16" = V-0"
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION
A (UNDERGROUND TANK - FILL OPENING) D (DISPENSING DEVICE - PITS)
EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION:
ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS
WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. WITHIN THE DIVISION 1 OR 2 CLASSIFICATION LOCATION.
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF
10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL
RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION
B
(UNDERGROUND TANK - VENT DISCHARGING UPWARD)
EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION:
WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING
IN ALL DIRECTIONS.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION C
(REMOTE PUMP - OUTDOOR)
EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION:
ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A
HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP.
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS.
ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET
HORIZONTALLY FROM ANY EDGE OF PUMP.
E TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION
(DISPENSING DEVICE - DISPENSER)
EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION:
SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN
ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM
PRODUCTS."
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION F
(DISPENSING DEVICE - DISPENSER)
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO
GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF
THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS.
SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN
ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM
PRODUCTS."
G TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION
(DISPENSING DEVICE - OUTDOOR)
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY
OF ANY EDGE OF ENCLOSURE.
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WIRE TROUGH
® KEY NOTES
,Lj
F
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ELECTRODE
RUL STP #1
BREAKER
0 0
0 0�
0
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120 VAC
Ll OrSINGLE
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PA0287
L1
TB1-1
N
TB2-1
TB1-2
L2
TB2-2
T61-3
M 1
TB2-3
TB1-4
M2
TB2-4
PO
TB1-5
TB2-5
P1
TB1-6
TB2-6
TB1-7
GND
TB2-7
TB1-8
TB2-8
GILBARCO STP ISOLATION BOX42
1 (DISPENSER
STP-1 (DIS
DISPENSER #2 BREAKER
DISPENSER #3 BREAKER
PA0287
L1
TB1-1
N
TB2-1
TB1-2
L2
TB2-2
TB1-3
TB2-3
TB1-4
TB2-4
IPO
TB1-5
TB2-5
TB1-6
TB2-6
TB1-7
GND
TB2-7
TB1-8
TB2-8
GILBARCO STP ISOLATION BOX43
NEUTRAL(D
DISPENSER #4 BREAKER
DISPENSER #5 BREAKER
L1
TB1-1
N
TB2-1
TB1-2
L2
TB2-2
TB 1-3
M 1
TB1-4
M2
TB2-4
ETB2-3
PO
TB1-5
TB2-5
P1
TB1-6
TB2-6
TB1-7
GND
TB2-7
TB1-8
TB2-8
PENSER5
DISPENSER 1
PENSER6
REAKER c
WIRING DIAGRAM FOR ISOLATION RELAY BOX
NTS
L1 (DISPENSER 1) 1� INSTALL A SINGLE EMERGENCY POWER CUTOFF
CONTROL TO REMOVE AC POWER FROM SITE
NEUTRAL (DISPENSER 1) ® DISPENSING EQUIPMENT.
GROUND (DISPENSER 1) (THE CONTROL IS AN ADDITION SAFETY FEATURE
AND NOT A SUBSTITUTE FOR NEC/NFPA30 c
STP-1 (DISPENSER 1) DISPENSER #1 CIRCUIT BREAKER REQUIREMENTS. O
STP-2 (DISPENSER 1) DIESEL a
STP-3 (DISPENSER 1) * LABEL THE EMERGENCY POWER CUTOFF
SWITCH AND INSTRUCT OWNER TO KEEP AREA a)
CLEAR OF OBSTACLES. 0
�2. CONNECT INSULATED GROUNDING CONDUCTOR
FROM THE DISPENSER POWER PANEL TO THE
SITE GROUNDING ELECTRODE. SIZE PER NEC.
a�
3. INSTALL POWER BREAKERS TO EACH CIRCUIT
LEADING TO THE DISPENSING UNIT AND STP.
THEY MUST BE CAPABLE OF SIMULTANEOUSLY
DISCONNECTING HOT AND NEUTRAL
CONDUCTORS. N
❑4 REFER TO INSTALLATION ADDENDA FOR Proto 2nd Qtr 04-03-15
SPECIFIC PRODUCT FIELD WIRING
CONNECTIONS. CAP ALL UNUSED WIRES. LOCAL
STP-1 (DISPENSER 2
) AND NEC MAY APPLY.
STP-2 (DISPENSER 2)
® 5. INSTALL CONDUIT PER NEC FOR HAZARDOUS
DISPENSER #2 LOCATIONS.
L1 (DISPENSER 2) 6. WIRES -ALL WIRES ARE 14AWG (STANDARD)
NEUTRAL (DISPENSER 2) UNLESS OTHERWISE NOTED. PUMP / DISP. LO J
GROUND - WIRE IS 12 AWG (STANDARD). U �
GROUND (DISPENSER 2) J M
L1 (DISPENSER 3) POWER LOADING AND DISTANCE RUN MAY J J (V W
REQUIRE LARGER WIRE SIZE. LL L 0
NEUTRAL (DISPENSER 3L ® 0- Q Cj' cn X
GROUND (DISPENSER 3) 7. NOT USED a co
STP-1 (DISPENSER 3) DISPENSER #3 O Q N m L m
STP-2 (DISPENSER 3) ❑8 STP ISOLATION RELAY BOXES ARE MANDATED N �.
BY THE NEC (ARTICLE 514.13 - PROVISIONS FOR LL J
MAINTENANCE AND SERVICE OF DISPENSING Q J
EQUIPMENT) AND ARE REQUIRED TO: Q 0 = uj
A. ALLOW SERVICE OF ONE UNIT SAFELY _04
WITHOUT REMOVING POWER FROM ALL Z 1- U-) 1- Z
DISPENSING EQUIPMENT. Q r.. a 0
B. PREVENT DAMAGE TO EQUIPMENT FROM W
CROSS -PHASING. W N
DAMAGE CAUSED BY CROSS -PHASING IS N 0
NOT COVERED BY WARRANTY Lc" j
GILBARCO STP ISOLATION BOX PA0287 IS NOT
AVAILABLE FOR 220/230/240VAC UNITS. (THIS IS A
OWNER SUPPLIED ITEM.)
❑9 FOR STPs GREATER THAN 1-1/2HP (SINGLE OR
STP-1 (DISPENSER 4) THREE PHASE) CONNECT TO MOTOR
STP-2 (DISPENSER 4) ® CONTRACTOR COIL OF SEPARATE STP RELAY
BOX.
DISPENSER #4 10. L1 FEEDS STP BOX CONTRACTOR COIL,
L1 (DISPENSER 4) THEREFORE L1 & EMC MUST BE ON THE SAME
NEUTRAL (DISPENSER 4) PHASE OR DAMAGE TO EMC WILL RESULT.
GROUND (DISPENSER 4) WHEN EMC IS NOT USED, JUMPER STP BOX
L1 (DISPENSER 5) TERMINALS PO AND P1 TOGETHER TO COMPLETE
THIS CIRCUIT.
NEUTRAL (DISPENSER 5)
GROUND (DISPENSER 5) ® 11. V.F.C. or STP C.B.S.
STP-1 (DISPENSER 5) DISPENSER #5
STP-2 (DISPENSER 5)
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NON -HAZARDOUS AREA
HAZARDOUS AREA
GENERAL NOTES
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GAS CONTROLLER
REFER TO THE OWNERS VEEDER ROOT INSTALLATION
PROTOCOL GUIDE FOR SET UP AND CONFIGURATION OF
REMOTELY MONITORED VEEDER ROOT EQUIPMENT.
RIGID
CONDUIT
TABLE 1
CABLE TYPE
BELDEN 88760
12 AWG THWN
CONTRACTOR SHALL PLACE A TYPEWRITTEN SENSOR
SCHEDULE THAT INDICATES WHICH CHANNEL IS
ASSOCIATED WITH WHICH SENSOR
SITE MONITORING WIRING SCHEMATIC
1 1 1/2"=1'4'
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11 B11
Non-Disciminating
Sump Sensor
(Containment)
=R CABLE JACKET
TO
MONITOR
SEALANT
PACK
UTS
IS
POS
RJ45 CATEGORY
PATCH 5CABLE
CORD
ROUTER HUB
TO FRAME RELAY
TELEPHONE LINE
ISP CABLE WITH KIT
ADAPTER #330020-409
NOTE:
ISP
ATG
TS-1000
CABLE
BOX
PASSPORT
GAS
CONTROLLER
1. HUB, ROUTER AND CABLES BY NCR INSTALLER
2. PASSPORT GAS CONTROLLER, D-BOX, CRIND CONTROL CABLE,
GAS CONTROLLER CABLE AND D-BOX CABLE INSTALLED BY THE
GILBARCO AUTHORIZED SERVICE CONTRACTOR
D-BOX
"Y" CABLE & 2 9-PIN "D"
STYLE CONNECTORS
2POS GAS CONTROLLER DIAGRAM
NTS
DUPLEX RECEPTACLE
LIB
TA
PAIRED GASOLINE
CABLE IN TRENCH TO
GASOLINE DISPENSERS
GASOLINE DISPENSER
DATA DISCONNECT
DEVICE
IMPORTANT: THIS IS A CONTROL
DRAWING ONLY AND DOES NOT
REFLECT THE ACTUAL LOCATIONS
OF CONDUIT ENTRY (SEE NOTE 7
BELOW).
VEEDER-ROOT REQUIRES THAT ANYONE INSTALLING OUR
EQUIPMENT MUST BE LEVEL I CERTIFIED. FOR MORE
INFORMATION REGARDING THE HOME STUDY INSTALLERS
COURSE CONTACT JOHN HOWELL 951-532-8599.
WARNING: IN INSTALLATION AND USE OF THIS
PRODUCT, COMPLY WITH THE NATIONAL
ELECTRICAL CODE; FEDERAL, STATE AND LOCAL
CODES. IN ADDITION, TURN OFF POWER AND TAKE
OTHER NECESSARY PRECAUTIONS DURING
INSTALLATION, SERVICE AND REPAIR TO PREVENT
PERSONAL INJURY, PROPERTY LOSS AND
EQUIPMENT DAMAGE.
WARNING: DISCONNECT ALL POWER BEFORE
MAKING ANY CONNECTIONS TO PREVENT DEATH,
SERIOUS INJURY, EXPLOSION, OR ELECTRICAL
SHOCK. MONITOR MUST NEVER BE OPERATED
UNLESS THE FRONT COVER IS CLOSED OVER THE
BARRIER TERMINALS IN THE INTRINSICALLY SAFE
AREA.
' 1. INTRINSICALLY SAFE WIRING
" BONDED CONDUIT MEANS THAT THE
METALLIC
SECTIONS OF CONDUIT ARE P PERMANENTLY
JOINED TO FORM AN ELECTRICALLY
CONDUCTIVE PATH THAT WILL ASSURE
ELECTRICAL CONTINUITY, AND THAT THE
CONDUIT HAS THE CAPACITY TO CONDUCT
SAFELY, ANY CURRENT LIKELY TO BE IMPOSED.
a) BONDED & NON -BONDED CONDUIT - THE
WIRES BETWEEN THE MONITOR AND EACH
PROBE/SENSOR LOCATION MUST BE #14, #16 OR
#18 AWG STRANDED COPPER WIRES
WITHIN A SHIELDED CABLE. SHIELDED CABLE
MUST BE RATED AT LESS THAN 100
PICOFARAD PER FOOT AND MUST BE
MANUFACTURED WITH A MATERIAL SUITABLE
FOR THE ENVIRONMENT, SUCH AS BELDEN TM
88760.
2. CONNECT THE BARRIER GROUND TO THE
EARTH GROUND BUS AT THE POWER
DISTRIBUTION PANEL WITH #12 AWG (OR
LARGER) CONDUCTOR.
3.O DENOTES FIELD WIRING CONNECTION USING
WATERPROOF CONNECTORS SUPPLIED WITH
THE PROBE(S) AND SENSOR(S).
4. INTRINSICALLY SAFE WIRING SHALL BE
INSTALLED IN ACCORDANCE WITH ARTICLE
504-20 OF THE NEC, ANSI/NFPA 70.
5. TO MAINTAIN INTRINSIC SAFETY,
PROBE/SENSOR WIRING MUST BE INSTALLED
WITH EITHER SEALED CONDUIT OR DIRECT
BURIAL METHODS. REFER TO "DIRECT
BURIAL CABLE INSTALLATION", MANUAL NO.
576013-858.
6. ELECTRICAL RATING POWER INPUT 120 VAC,
50/60 HZ, 100 VA MAXIMUM.
7. THIS DOCUMENT IS NOT TO BE USED AS A
SUBSTITUTE FOR SPECIFIC EQUIPMENT
INSTALLATION MANUALS. FOR INSTALLATION
DETAILS USE THE RESPECTIVE MANUAL:
TLS-350(R) 576013-879
8. ALL CABINET PENETRATIONS MUST ENTER
THROUGH A PRE -DRILLED CONDUIT
KNOCKOUT.
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PERFORMANCE SPECIFICATION
SECTION I GENERAL CONDITIONS
PART 1 - GENERAL
1.1 SCOPE OF WORK: THE WORK INCLUDED IN THE CONTRACT FOR THIS PROJECT CONSISTS OF THE FURNISHING OF ALL
LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
TO THE COMPLETE CONSTRUCTION OF A GASOLINE INSTALLATION FOR OWNER.
PART 2 - AGREEMENT
2.1 CONTRACTOR SHALL NOT START WORK WITHOUT CONTRACT AND APPROVED SEALED PLANS.
PART 3 - INTENT OF DRAWING AND SPECIFICATIONS
3.1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT WHICH THE
CONTRACTOR SHALL PERFORM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY AND ACCEPTABLE MANNER.
3.2 THE CONTRACTOR SHALL, UPON DISCOVERY, REPORT ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS TO
THE OWNER'S CONSTRUCTION MANAGER.
3.3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. ANYTHING MENTIONED IN THE
SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE
SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. GENERALLY, THE SPECIFICATIONS
DESCRIBE WORK WHICH CANNOT BE READILY IDENTIFIED ON THE DRAWINGS AND INDICATED TYPES, QUALITIES AND
METHODS OF INSTALLATION OF THE VARIOUS MATERIALS AND EQUIPMENT REQUIRED FOR THE WORK. IT IS NOT INTENDED
TO MENTION EVERY ITEM OF WORK IN THE SPECIFICATIONS WHICH CAN BE ADEQUATELY SHOWN ON THE DRAWINGS NOR
TO SHOW ON THE DRAWINGS ALL ITEMS OF WORK DESCRIBED OR REQUIRED BY THE SPECIFICATIONS EVEN IF THEY ARE
OF SUCH NATURE THAT THEY COULD HAVE BEEN SHOWN THEREON. ALL MATERIALS OR LABOR FOR WORK WHICH IS
SHOWN ON THE DRAWINGS OR IS REASONABLY INFERABLE AS BEING NECESSARY TO PRODUCE A FINISHED JOB SHALL BE
PROVIDED BY THE CONTRACTOR WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE SPECIFICATIONS.
3.4 THE CONTRACTOR, SUBCONTRACTORS AND ALL TRADES SHALL EXAMINE THE SITE AND ASCERTAIN EXISTING CONDITIONS
PRIOR TO THE START OF THEIR PORTIONS OF THE WORK. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE
CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR THE CORRECTNESS OF ALL MEASUREMENTS AT THE SITE. ANY
DIFFERENCES WHICH MAY BE FOUND BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWINGS OR
SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S CONSTRUCTION MANAGER FOR CONSIDERATION BEFORE
PROCEEDING WITH THE ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THE DRAWINGS UNLESS A SUBSTANTIAL
ERROR HAS BEEN MADE. IF SUCH AN ERROR SHOULD OCCUR, IT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S
CONSTRUCTION MANAGER AND RESOLVED BEFORE PROCEEDING WITH WORK.
3.5 THE ORGANIZATION OF SPECIFICATIONS INTO DIVISIONS, SECTIONS AND PARAGRAPHS, AND THE ARRANGEMENT OF THE
DRAWINGS ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN
THE ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.
3.6 DRAWINGS AND SPECIFICATIONS: DRAWINGS INDICATE GENERAL DESIGN AND ARRANGEMENTS DRAWINGS ARE
DIAGRAMMATIC AND ARE NOT SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND
EQUIPMENT TO BE FURNISHED. VERIFY DIMENSIONS IN THE FIELD.
PART 4 - RESPONSIBILITY OF THE CONTRACTOR
4.1 CONTRACTOR HEREBY DECLARES HE HAS READ ALL SPECIFICATIONS AND EXAMINED THE DRAWINGS AND
THAT HE UNDERSTANDS ALL CONDITIONS.
4.2 CONTRACTOR HEREBY DECLARES HE HAS VISITED THE SITE AND IS FAMILIAR WITH THE CONDITIONS
AFFECTING THE WORK. NO ALLOWANCES SHALL BE MADE SUBSEQUENTLY ON BEHALF OF THE
CONTRACTOR FOR ANY ERROR NEGLIGENCE ON HIS PART. IF IN THE PERFORMANCE OF THE CONTRACT,
LATENT CONDITIONS AT THE SITE ARE FOUND TO BE MATERIALLY DIFFERENT FROM THOSE INDICATED
BY THE DRAWINGS AND SPECIFICATIONS, OR UNKNOWN CONDITIONS UNUSUALLY INHERENT IN WORK OF
THIS CHARACTER SHOWN AND SPECIFIED, THE ATTENTION OF THE OWNER'S CONSTRUCTION MANAGER
SHALL BE CALLED IMMEDIATELY TO SUCH CONDITIONS BEFORE THEY ARE DISTURBED.
4.3 CONTRACTOR HEREBY DECLARES THAT HE HAS READ AND IS FAMILIAR WITH THE APPLICABLE SOILS
REPORT.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRICTLY ADHERING TO THE RECOMMENDATIONS OF SAID
SOILS REPORT FOLLOWING ALL APPLICABLE PROCEDURES NOTED THEREIN. EXISTING WATER TABLE SHALL
POSSIBLY DETERMINE A DIFFERENT UTILIZATION OF THE TANK STRAPS AND TYPE OF BACK FILL
MATERIAL. SHOULD GROUND WATER OR CONTAMINATION BE DISCOVERED DURING TANK EXCAVATION,
WORK SHALL BE SUSPENDED PENDING REVIEW BY OWNER'S CONSTRUCTION MANAGER.
4.4 CONTRACTOR SHALL REPORT ANY OBJECTION TO MATERIALS, APPLIANCES, OR METHODS OF
CONSTRUCTION SHOWN OR SPECIFIED TO THE OWNER'S CONSTRUCTION MANAGER AND OBTAIN A
DECISION BEFORE PROCEEDING.
4.5 PROPOSALS: CONTRACTOR SHALL SUBMIT BID ONLY ON OWNER'S FORM THAT WILL BE PROVIDED BY
OWNER'S LOCAL CONSTRUCTION MANAGER, "COST OF CONSTRUCTION" PROPOSALS SUBMITTED ON ANY
OTHER FORM SHALL BE REJECTED AND RETURNED. PROPOSALS NOT COMPLETELY AND PROPERLY FILLED
OUT SHALL BE REJECTED. PROPOSALS SHALL INCLUDE MONEYS FOR REMOVAL OF ALL EXISTING
IMPROVEMENTS AS REQUIRED FOR GASOLINE INSTALLATION.
4.6 PERMITS: CONTRACTOR SHALL, AS DIRECTED BY OWNER, PAY FOR ALL APPLICABLE PERMITS AND AND FEES. COPIES OF
PERMITS AND CERTIFICATES SHALL BE FORWARDED TO LOCAL OWNER'S CONSTRUCTION MANAGER'S OFFICE OR SITE
MANAGER PRIOR TO COMMENCEMENT OF WORK. FINAL CERTIFICATION OF ACCEPTANCE BY GOVERNING AUTHORITIES
SHALL ALSO BE ON FILE WITH LOCAL CONSTRUCTION OFFICE OR SITE MANAGER PRIOR TO THE PROCESSING OF FINAL
PAYMENT REQUEST.
4.7 INSPECTIONS: CONTRACTOR SHALL BE REQUIRED TO ADHERE TO ALL REQUIREMENTS OF OWNER'S INSPECTION
PROGRAM. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR NOTIFICATION, SITE PREPARATION REQUIREMENTS,
COMPLIANCE, ON -SITE PRESENCE DURING INSPECTION AND CORRECTION OF ANY DEFECTS OR RELATED PROBLEMS AS
DIRECTED BY INSPECTING REPRESENTATIVE CONTRACTOR SHALL PROVIDE NO LESS THAN 48 HOURS NOTICE PRIOR TO
INSPECTION.
4.8 COORDINATION: GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ALL PHASES OF THE GASOLINE
INSTALLATION WITH THE GENERAL CONTRACTOR IN CHARGE OF THE BUILDING OR MAJOR PORTION OF THE PROJECT. THE
BUILDING GENERAL CONTRACTOR AND THE GASOLINE CONTRACTOR SHALL JOINTLY DEVELOP A MUTUALLY AGREEABLE
SCHEDULE AND TIMETABLE FOR COMPLETION ON THE GASOLINE INSTALLATION. TIMETABLE FOR BUILDING AND GASOLINE
SHALL COINCIDE AND COMPLIMENT EACH OTHER SO THAT ONE DOES NOT DELAY THE OTHER.
SHOULD GASOLINE CONTRACTOR FAIL TO MEET DEADLINES AS ESTABLISHED BY THE SCHEDULE AND/OR HOLD UP THE
COMPLETION OF THE OVERALL BUILDING PROJECT, OWNER. RESERVES THE RIGHT TO RECTIFY THE SITUATION
ACCORDINGLY.
4.9 CONTRACTOR SHALL PROVIDE OWNER WRITTEN CERTIFICATION AS TO THE FOLLOWING:
4.9.1 CERTIFICATION FROM LOCAL/STATE GOVERNING AUTHORITIES AS APPLICABLE FOR CONTRACTOR
CERTIFICATION/LICENSING FOR INSTALLATION OF GASOLINE STORAGE TANK SYSTEM.
4.9.2 CERTIFICATION FROM EQUIPMENT MANUFACTURES AND SUPPLIERS (TANKS, PRODUCT LINES,
ATG'S, ETC.) AS TO ATTENDING AND ACHIEVING CERTIFICATION FROM APPROPRIATE COMPANY FOR
INSTALLATION OF EQUIPMENT.
4.9.3 CERTIFICATION ON APPROPRIATE FORMAT AS TO INSTALLATION OF COMPLETE SYSTEM BEING
PERFORMED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.
4.9.4 CERTIFICATION THAT ALL EQUIPMENT EITHER SUPPLIED BY OWNER OR CONTRACTOR HAS BEEN
INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS BY PERSONNEL TRAINED AND QUALIFIED
FOR THAT SPECIFIC ITEM.
SECTION I GENERAL CONDITIONS - CONTINUED
PART 4-CONTINUED
4.11 LIENS: CONTRACTOR SHALL PERMIT NO LIENS OF ANY KIND TO BE FIXED UPON OR AGAINST THE PROPERTY BY ITS
LABORERS, MECHANICS OR MATERIAL MEN, AND SHALL INDEMNIFY, PROTECT AND SAVE OWNER HARMLESS FROM AND
AGAINST ALL SUCH CLAIMS AND LIENS.
4.12 EQUIPMENT RESPONSIBILITY: CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, UNLOADING,
HANDLING AND PROVIDING PROTECTED INSIDE STORAGE FOR ALL OWNER SUPPLIED EQUIPMENT AND MATERIAL.
CONTRACTOR SHALL INSPECT EQUIPMENT UPON RECEIPT AND IMMEDIATELY REPORT ANY DAMAGE DUE TO SHIPPING TO
THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO FAILURE TO COMPLY
WITH THESE REQUIREMENTS. DISPENSERS SHALL BE PROTECTED WITH SHIPPING BOXES UNTIL STORE IS TURNED OVER
FOR OPENING. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADEQUATE AND LOCKED STORAGE OF OWNER'S
MISCELLANEOUS EQUIPMENT, TO INCLUDE GASOLINE CONSOLE, PRIOR TO OPENING OF THE STORE.
4.13 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING OF RECEIVING FORMS AND MISCELLANEOUS CONFIRMATION
OF EQUIPMENT RECEIVING INFORMATION AS REQUIRED BY LOCAL CONSTRUCTION OFFICE.
4.14 GASOLINE CONTRACTOR SHALL PROVIDE ALL PLUMBING, WIRING, MATERIAL AND LABOR AS REQUIRED TO INSTALL OWNER
SUPPLIED EQUIPMENT. INCLUDE MONEY IN BID PROPOSAL FOR INSTALLATION OF OWNER SUPPLIED EQUIPMENT UNLESS
NOTED OTHERWISE.
PART 5 - PROTECTION
5.1 CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY LOSS OR DAMAGE CAUSED BY HIM OR HIS WORKMEN TO THE
PROPERTY OR EQUIPMENT OF THE OWNER, OR TO THE WORK OR MATERIALS OF OTHER CONTRACTORS. CONTRACTOR
SHALL MAKE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT COST TO OWNER FOR SUCH LOSS OR DAMAGE.
5.2 CONTRACTOR SHALL PROVIDE AND MAINTAIN SUITABLE TEMPORARY SIDEWALKS, FENCES, LIGHTS, SIGNS OR OTHER
STRUCTURES AND DEVICES AS REQUIRED BY LAW, DO NOT OBSTRUCT OR INTERFERE WITH TRAFFIC IN PUBLIC STREETS,
ALLEYWAYS OR PRIVATE RIGHT-OF-WAYS. IF WORK IS SUSPENDED, KEEP ALL ROADWAYS AND SIDEWALKS IN PROPER
CONDITION AND PUT AND LEAVE THEM IN PROPER CONDITION AT TERMINATION OF WORK.
5.3 CONTRACTOR SHALL SEND PROPER NOTICES, MAKE NECESSARY ARRANGEMENTS AND PERFORM ALL WORK REQUIRED
FOR THE CARE, PROTECTION AND MAINTENANCE OF PUBLIC UTILITIES ON AND AROUND THE BUILDING SITE, ASSUMING ALL
RESPONSIBILITY AND PAYING ALL COSTS FOR WHICH THE OWNER MAY BE LIABLE. CONTRACTOR HEREBY DECLARES HE
HAS VERIFIED THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ON SITE PRIOR TO THE START OF WORK.
CONTRACTOR HEREBY AGREES TO MAKE ARRANGEMENTS FOR AND TO PAY ALL CHARGES IN CON- JUNCTION WITH THE
RELOCATION'S OF EXISTING UTILITIES AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL UTILITY
EASEMENTS, HOOKUP CHARGES, TAP FEES & SYSTEM DEVELOPMENT FEES OR BONDS AS NECESSARY FOR COMPLETION
OF THIS PROJECT.
5.4 IF ALL OR PART OF THE WORK IS SUSPENDED FOR ANY REASON, CONTRACTOR SHALL PROPERLY COVER OVER, SECURE
AND PROTECT ANY PORTION LIABLE TO SUSTAIN INJURY FROM ANY CAUSE.
5.5 PRODUCT PROTECTION: CONTRACTOR SHALL PROVIDE ADEQUATE AND SECURE PROTECTION OF PRODUCT IN TANKS
UPON DELIVERY UNTIL TURNED OVER FOR OPERATION. ALL FILL, VENT AND GAUGING CAPS AND/OR OPENINGS SHALL BE
SECURED AND PADLOCKED TO PREVENT VANDALISM OR THEFT.
PART 6 - SUBSTITUTION OF MATERIALS
6.1 MATERIALS AS SPECIFIED REPRESENT REQUIRED STANDARDS. SUBSTITUTION MAY BE PROPOSED IN WRITING WITH
ADEQUATE SUPPORTING DATA FURNISHED. USE OF SUBSTITUTE MATERIALS IS DEPENDENT ON RECEIPT OF WRITTEN
APPROVAL FROM OWNER'S APPROVED REPRESENTATIVE.
PART 7 - COMPLETION OF CONTRACT
7.1 THE CONTRACT SHALL BE CONSIDERED FULFILLED, SAVE AS PROVIDED IN ANY MAINTENANCE STIPULATIONS, BOND OR BY
LAW, WHEN ALL THE WORK HAS BEEN COMPLETED WITH FINAL INSPECTION AND ACCEPTANCE MADE BY ALL APPLICABLE
GOVERNING BUILDING DEPARTMENTS, FIRE MARSHAL'S OR OTHER JURISDICTIONS.
7.2 NOT USED
7.3 CLEANING:
7.3.1 ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION. REMOVE TEMPORARY TAPES,
WRAPPING, COATING, PAPER LABELS AND OTHER ITEMS.
7.3.2 CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES OR OTHER
MATERIALS SHALL BE ONLY AS APPROVED BY THE MANUFACTURER OF THE MATERIAL INSTALLED IN
THE WORK.
7.3.3 CLEANUP: CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION,
KEEPING THE PREMISES NEAT AT ALL TIMES.
PART 8-CODES
8.1 THE FOLLOWING CODES ARE MADE APART OF THIS SPECIFICATION. SAID CODES SHALL DICTATE MINIMAL ACCEPTABLE
STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE
STRINGENT REQUIREMENTS WHICH SHALL TAKE PRECEDENCE:
8.1.1 NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE
8.1.2 PEI MANUAL "RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND LIQUID STORAGE
SYSTEMS." #RP-100-96 (OR LATEST EDITION)
8.1.3 OSHA AND LOCAL MUNICIPALITIES
PART 9 - WARRANTY / GUARANTEE
9.1 EXCEPT WHERE SPECIAL GUARANTEES ARE REQUIRED IN EXCESS OF ONE (1) YEAR, THE CONTRACTOR AGREES TO REPAIR
AND RE -CERTIFY OR REPLACE THE DEFECTIVE COMPONENT OR ANY DEFECT IN MATERIAL OR WORKMANSHIP (BEYOND
ORDINARY WEAR AND TEAR) TO THE SATISFACTION OF THE OWNER'S CONSTRUCTION MANAGER FOR A PERIOD OF ONE (1)
YEAR AFTER DATE OF ACCEPTANCE, WHETHER IN HIS WORK OR IN THAT OF SUBCONTRACTOR'S, WITHOUT COST TO THE
OWNER.
9.2 ALL PAVING WILL HAVE A TWO YEAR WARRANTY.
PART 10 - AS BUILT PLAN AND DOCUMENTATION
10.1 UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE "AS -BUILT SITE PLAN" VERIFYING FINAL LOCATION OF
IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, PIPING, PLUMBING AND ELECTRICAL.
10.2 CONTRACTOR SHALL KEEP PHOTOGRAPHIC JOURNAL OF ALL PHASES OF THE COMPLETE INSTALLATION. PHOTOGRAPHS
ARE TO BE PROPERLY DATED, IDENTIFIED AND FORWARDED TO LOCAL OWNER. CONSTRUCTION OFFICE, WITH FINAL
INVOICE PACKAGE.
SECTION 11 INSPECTIONS / TESTING
BEFORE PLACING COMPONENTS IN THE EXCAVATION
COMPONENT
TEST PROCEDURE
Double -walled tank
Inspection and 5 psig air/soap test or
Sec. 3.3, 3.57
according to manufacturer's
recommendations.
Piping
Careful Inspection
Sec. 10.3
Table below lists procedures that may be applied to storage -system components
prior to placing them in the excavation.
AFTER ASSEMBLY BUT BEFORE BACKFILLING
COMPONENT
TEST PROCEDURE
New primary piping. Piping must
be isolated from tank. Sec. 11.1.1
50 psig air/soap test.
Secondary piping Sec. 11.2.1
5 or 10 psig air/soap test.
Tank -top sumps and dispenser
sumps Sec. 8.4-5
y ros a Ic es or manufacturer's
recommendations.
Table below lists test procedures that may be applied to storage -system
components after assembly but before backfilling.
TEST BEFORE PLACING THE SYSTEM IN SERVICE
COMPONENT
TEST PROCEDURE
Double -walled storage tank
Inspect tank interstice or check vacuum or liquid
level (Sec. 3.6-7)
Double -walled piping
Tightness test primary piping Sec. 11.1.4.). Test
Secondary according to Section 11.2.3 or
Manufacturer's instructions.
Tank shell deflection
Compare before/after backfilling vertical
diameter. If measurements differ, consult
manufacturer's instructions for allowable
variation.
Leak detection sensor
Ensure ability to detect alarm condition (e.g.,
water, product).
Verify set up parameters (e.g., water, product).
Automatic tank gauges
Overfill prevention devices
Verify that device is set at the proper height and
ensure proper operation.
Spill -containment manholes
Check the operation of the liquid drain (if
present) and the clearance between the fill -pipe
cap and the manway cover. Remove liquids, trash,
installation aides, etc.
Impact Valves
Ensure that the valve is securely anchored and
that the valve mechanism operates freely. Check
the level of the shear section relative to the
pump island surface.
Mechanical line leak detectors
Test for ability to detect three gallon per hour
leak according to manufacturer's instructions.
Electronic line leak detectors
Verify set up parameters (e.g., piping length,
diameter, type). Test for ability to detect three
gallon per hour leak according to manufacturer's
instructions.
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, SERVICES AND EQUIPMENT AS REQUIRED TO PROVIDE
INSPECTION SERVICES OF THE GAS INSTALLATION.
PART 2 - INSPECTIONS
2.1 INSPECTOR: OWNER. LOCAL CONSTRUCTION DEPARTMENT AND/OR APPOINTED REPRESENTATIVE SHOULD BE NOTIFIED
TO OBSERVE TIGHTNESS TESTING OF PRODUCT PIPING, STAGE I & STAGE II PIPING PRIOR TO BACKFILL.
2.2 NOTIFICATION: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OWNER'S'S CONSTRUCTION DEPARTMENT 48 HOURS
PRIOR TO REQUESTED INSPECTION
2.3 SPILLAGE: SHOULD SPILLAGE OF PRODUCT OCCUR AT ANY PHASE OF INSTALLATION OR TESTING, LOCAL OWNER
CONSTRUCTION DEPARTMENT AND ENVIRONMENTAL DEPARTMENT ARE TO BE NOTIFIED IMMEDIATELY, ESTIMATED LOSS
OF PRODUCT AS WELL AS ACTION TO BE TAKEN BY CONTRACTOR TO SAFEGUARD THE EVENT FROM FURTHER MISHAP AND
TO PROTECT THE GENERAL PUBLIC IS TO BE NOTED AND RECORDED.
2.4 REPRESENTATIVE OF CONTRACTOR AND PIPING SUBCONTRACTOR SHALL BE AVAILABLE ON SITE DURING TESTING
PROGRAMS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN ANY CORRECTIONS AND/OR REPAIRS
REQUIRED BEING PERFORMED BY OWNER AS REQUIRED. COST OF SAID REPAIRS AND/OR CONNECTIONS SHALL BE
DEDUCTED FROM CONTRACT AMOUNT AS REQUIRED TO SATISFY THE SITUATION.
2.5 PROHIBITED WORK: CONTRACTOR SHALL SCHEDULE WORK SUCH THAT NO HEAVY EQUIPMENT IS OPERATING ON SITE
DURING INSPECTION PROGRAMS. NO WELDING OR OPEN FLAMES SHALL BE ALLOWED ON SITE AT ANY TIME DURING TEST
PROCEDURES.
2.6 INSTALLATION REPORTS: SHOULD OWNER OR THEIR APPOINTED REPRESENTATIVES BE UNABLE TO BE PRESENT AT SITE
FOR PURPOSES OF FILING ANY INSPECTION REPORTS, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSPECTION
AND FILING OF REPORT WITH LOCAL OWNER. CONSTRUCTION OFFICE. WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC
DOCUMENTATION OF ALL PROCEDURES.
2.7 TEST FAILURE: SHOULD SYSTEM FAIL ANY PORTION OF TEST PROGRAM, CONTRACTOR SHALL IMMEDIATELY INSTIGATE
PROCEDURES AS REQUIRED TO BRING SYSTEM INTO COMPLIANCE SHOULD FAILURE OF TEST DUE TO FACILITY WORK
REQUIRE EXPENDITURE OF ADDITIONAL MONIES FOR RESCHEDULING AND/OR RETESTING OF SYSTEM, CONTRACTOR
SHALL BE HELD RESPONSIBLE FOR COMPENSATION ACCORDINGLY.
2.8 CLEANUP: IN THE EVENT PRODUCT SPILLAGE SHOULD OCCUR DURING CONSTRUCTION OR DURING WARRANTY PERIOD
DUE TO WORK PERFORMED BY CONTRACTOR, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AS MAY BE REQUIRED.
2.9 TEST REPORT: UPON COMPLETION OF TESTING PROGRAMS, REPRESENTATIVE OF TESTING/ INSPECTION COMPANY SHALL
BE RESPONSIBLE FOR FILING COPIES OF TANK AND PIPING TEST/INSPECTION REPORTS WITH LOCAL OWNER.
CONSTRUCTION OFFICE OR THE OWNER'S ASSIGNED SITE MANAGER WITH COPY TO JOB SITE.
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PERFORMANCE SPECIFICATION - CONT.
SECTION II INSPECTIONS /TESTING -CONTINUED
PART 3 - TANK INSTALLATION INSPECTION
3.1 SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK
HOLE SAME DAY OF DELIVERY.
3.2 EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY FOR INSTALLATION
PRIOR TO TANK DELIVERY.
3.3 ANCHORS: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS (DEAD MAN).
3.4 STRAPS: HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS - MINIMUM OF 4 - MORE IF
REQUIRED BY MANUFACTURER (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL.
3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED
TO, AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP
APPLICATION EQUIPMENT.
3.6 MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE
INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. SHOULD THE
INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY.
3.7 OBSERVATION: OWNER'S'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FOR
INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS.
3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES.
PART 4 - TANK AND LINE TESTING
4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE
AND FINAL SYSTEM TEST:
4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION.
OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST.
4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12'ABOVE
FINISHED GRADE.
4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH EMERGENCY SHUTOFF IMPACT VALVE
INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE.
4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED.
4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND
TANK TESTING PROCEDURES.
4.1.7 FILL: CONTRACTOR SHALL PROVIDE 42" MINIMUM BACK FILL OVER TANKS.
4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY AND NOTIFY OWNER
CONSTRUCTION MANAGER OF STATUS.
4.2 AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE II
VAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM
SHALL BE AS APPROVED BY OWNER. OWNER WILL BE BILLED DIRECTLY FOR TESTS. CONTRACTOR TO COORDINATE &
SCHEDULE. RETEST OR STAND AROUND TIME BY THE TESTING COMPANY TO BE BILLED TO CONTRACTOR. DETAILS FOR
THIRD PARTY TESTING REQUIREMENTS LISTED ON G9.X SHEETS.
4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION
BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON
ALL SUMPS & SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION.
4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO OWNER'S REPRESENTATIVE OF TEST
DATE AND VERIFICATION OF NEED FOR TANKS TO BE FILLED WITH PRODUCT AND TANK MONITORING SYSTEM TO BE
OPERATIONAL FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR
PRODUCT DELIVERY. CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS.
4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL PRODUCT DELIVERIES.
CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND
TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES.
4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BY
TESTING COMPANY.
PART 5 - STARTUP INSPECTION
5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. CONTRACTOR
SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF
48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME.
5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE
ON -SITE DURING STARTUP, AS APPROVED BY OWNER. ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZED
MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT.
5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION
OF OWNER'S REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE
SPECIFIC DIRECTIVE OF OWNER'S REPRESENTATIVE. DAMAGE TO ANY OWNER'S EQUIPMENT DUE TO IMPROPER
INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL UTILITIES
SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE.
5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND
COMPLIANCE TO OWNER'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE THE
TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION:
5.5.1 MAN WELLS SHALL BE PROPERLY CENTER/INSTALLED AT OVERFILLS, SUBMERSIBLES, VAPOR
RECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISER.
5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS.
5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS.
SECTION 11 INSPECTIONS / TESTING -CONTINUED
PART 5 - STARTUP INSPECTION - CONTINUED
5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE.
5.5.5 LEAK DETECTORS INSTALLED.
5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION.
5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS,
PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND
CONCRETE.
5.5.8 TANKS CLEAN AND FREE OF WATER.
5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE.
5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLY
CLEANED OUT FREE OF DEBRIS AND CONCRETE.
5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE.
5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION.
5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH
REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING.
5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED.
5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON -SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING
AUTHORITIES FOR INSPECTION PURPOSES.
5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED
PERMIT CARD ON SITE.
5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED AND
PLUMB.
5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES.
5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT
5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE.
5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS.
5.5.22 MANHOLE COVERS PROPERLY PAINTED.
5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS METALS.
5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE
TO MANHOLES.
5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE:
(A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS
(ALL) AND CANOPY LIGHTS (ALL).
(B) GAS PANEL CONTROLLED BY A MAIN BREAKER.
(C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED.
(D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING.
(E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL.
(F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING.
(G) CONDUITS PROPERLY IDENTIFIED. (H) ALL BREAKERS IN "OFF" POSITION.
5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP
MONIES AND/OR TIME LOST AT STARTUP DUE TO NOW COMPLIANCE SHALL BE CHARGED TO CONTRACTOR
ACCORDINGLY.
5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHEET G9.2.
5.8 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT
ALL TIMES.
SECTION III EARTHWORK
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES
REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK.
PART 2 - PRODUCTS
2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE MANUFACTURER'S SPECIFICATIONS.
2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE
NOT LESS THAN 1/8" OR MORE THAN 3/4".
2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT
LESS THAN 1/8" OR MORE THAN 1/2".
2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER.
NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL MATERIAL
SHALL NOT HAVE MORE THAN 3% PASSING A #8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM
OF 95 POUNDS PER CUBIC FOOT.
SECTION III EARTH WORK- CONTINUED
PART 3 - EXECUTION
3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL
REGULATIONS AS IT PERTAINS TO SAFETY.
3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS.
3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE
AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR
MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME.
DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY OWNER DRAWINGS UNLESS TANK
MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL
MATERIALS MUST BE TESTED PRIOR TO REMOVAL.
3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND ALL TRENCHES SHALL BE CUT WITH
A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' BEYOND EDGES OF TANK HOLE IN ALL DIRECTIONS IN ORDER TO GIVE
PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING.
3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST BE
ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO
PROCEED.
3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT
TANK HOLE AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED,
PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FINISHED.
3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING SAME
SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SAME. REFERENCE SOIL REPORT FOR CONDITIONS WARRANTING
SPECIAL REQUIREMENTS.
3.8 FILLING AND BACK FILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING
MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR
TO TANK PLACEMENT. BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS.
3.9 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES.
SECTION IV TANK INSTALLATION
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED
APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF GASOLINE STORAGE
TANKS.
PART 2 - PRODUCTS
2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS.
APPROVED TANKS SHALL BE:
2.1.1 DOUBLE WALL FIBERGLASS TANKS
2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT
PART 3 - INSTALLATION
3.1 MANUFACTURING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION AND
ADHERE TO AS REQUIRED.
3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF TANK
MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER CLEARANCE, ADHERE TO ACCORDINGLY.
3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD
AND BOTTOM OF TANK.
3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND T FROM SIDE/END OF TANK TO WALL OF
EXCAVATION.
3.2.3 TOP: PROVIDE 42" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE
3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON
TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA BUT MINIMUM 4" HG VACUUM
MUST BE HELD ON INTERSTITIAL SPACE FOR AT LEAST ONE (1) HOUR.
3.4 PLACEMENT:
3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION.
3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, GARBAGE, ETC. FROM
EXCAVATION.3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD.
3.4.4 NOT USED.
3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON GASOLINE
DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE POSITION TO
ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES, SECONDARY CONTAINMENT PRODUCT
LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS 5'-0" (60"), NOTIFY OWNER'S
MANAGER)
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PERFORMANCE SPECIFICATION - CONT.
SECTION IV TANK INSTALLATION -CONTINUED
PART 3 - INSTALLATION - CONTINUED
3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON -HARDENING PIPE SEALANT TO INTERNAL
BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS.
3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHING
TO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NOW METALLIC BUSHINGS
WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, OWNER'S LOCAL CONSTRUCTION
ENGINEER MUST BE NOTIFIED.
3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEM(S) AND
PROPERLY SIZED PUMP(S).
3.7.2 ANCHORS: DEAD MAN AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 6" FROM
OUTSIDE VERTICAL LINE OF TANK(S) AS DENOTED ON DRAWINGS.
3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER.
3.7.4 TAKE-UP FIXTURE & TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8'
DIA. TANK: MIN SIZE 26" MAX SIZE 43". WEIGHT 16 LB.
3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS.
3.7.6 COATING: COVER ALL NON -GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALT
IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL.
3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS, UTILIZING LIFTING LUGS PROVIDED
ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT SIZE, DESIGN
AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OFTANK . S SHOULD TANKS BE BUMPED DENTED ,DROPPED OR
MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S REPRESENTATIVE IMMEDIATELY
CONTACTED FOR RE -CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY
UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO.
3.9 BACK FILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACK FILL ENTIRE EXCAVATION, HAND
SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL
ATTENTION SHALL BE PAID TO BOTTOM QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP
BACK FILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY.
3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER) TO AVOID SHIFTING
MOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN
TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL.
3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION
FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATION
SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE
ALLOWED TO ACCUMULATE IN EXCAVATION. DE -WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY AS POSSIBLE.
SECTION V CONCRETE
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES
REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE.
PART 2 - PRODUCTS
2.1 MATERIALS:
2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES OR
APPROVED EQUAL.
2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE II WHERE WATER SOLUBLE SULFATES
ARE PRESENT.
2.1.3 AGGREGATES: CONFORM TO ASTM C-33.
2.1.4 WATER: SHALL BE CLEAN AND POTABLE.
2.1.5 SAND: CONFORM TO ASTM C-144.
2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE)
YIELD STRENGTH 60,000 PSI.
2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITH
HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRE
CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS
MANUFACTURED BY HOHMANN & BERNARD, INC.
2.1.8 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES,
DEFORMATIONS, ETC., SHALL NOT BE ALLOWED.
2.1.9 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T.
USE 1/2" THICK OR AS INDICATED ON DRAWINGS. TOP OF JOINT MATERIAL SHALL BE SET 1/2" BELOW
TOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER.
2.1.10 CALCIUM CHLORIDE: NOT PERMITTED.
2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE
STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, SHALL BE
DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF
CONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR
CONTENTS SHALL RANGE BETWEEN 4% AND 7%.
SECTION V CONCRETE - CONTINUED
PART 3 - EXECUTION
3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF LINE AND GRADE
STAKES AND SCREEDS.
3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND
SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS
SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS IN SUCH A
MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION;
CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN
PROPER LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT
ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY
ROUNDED EDGING TOOL.
3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL REINFORCEMENT AT
THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL
REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT
ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL
REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS
SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED.
3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM
C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL
CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR
ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB.
3.5 PLACING CONCRETE:
3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION OFFICE AT
LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL NOTIFY ALL TRADES
AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS BEFORE PLACING ANY CONCRETE IN
ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING, SLEEVED, POCKETS, ETC.
3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED.
3.5.3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE.
3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER
REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO
INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE, TAMP AND
MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE
VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'.
3.6 FINISHING CONCRETE:
3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4" WHEN TESTED
WITH A 10' STRAIGHTEDGE AT T INTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE
FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL. WOOD FLOAT
CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE.
AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN
FINISH, FREE FROM BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF
CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NON -SLIP TEXTURED
SURFACE. STROKE CROSSWISE TO LENGTH.
3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLABS. DO NOT USE
CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66.
3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY
SUPERIMPOSED LOADS.
3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER.
3.10 TEMPERATURE:
3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40
DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES
FAHRENHEIT FOR MINIMUM OF 72 HOURS.
3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, FOG SPRAY,
SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE SUCH PROTECTIVE
MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW.
3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE
OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY
CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE
PAID FOR BY OWNER.
3.12 THICKNESS:
3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT 12" OC EACH WAY
ON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF
THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS).
3.12.2 CANOPY SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE #3'S AT 18" OC EACH WAY.
REINFORCEMENT SHALL BE ON 2" SADDLES (CHAIRS).
3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE CONTRACTOR AS PER SHOP
DRAWINGS SUPPLIED BY THE CANOPY COMPANY. ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIED
ELSEWHERE IN THIS SECTION.
3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL
CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING,
STAINING, PAINT SPLATTERS, ETC. THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM
COLOR AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION.
3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS.
SECTION VI PIPING
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED
APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PLUMBING SYSTEM FOR A GASOLINE
INSTALLATION.
PART 2 - PRODUCTS
2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PIPING AS SPECIFIED BY
OWNER. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP.
2.2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED PIPE AND EXTEND 4' ABOVE
ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING
UNLESS APPROVED IN WRITING.
2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM
DISPENSER ISLAND TO TANK.
2.5 BACK FILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S
SPECIFICATIONS.
PART 3 - INSTALLATION
3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND STATE AND LOCAL CODES.
3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUIT FIELD CONDITIONS, THE
CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL
DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION,
MAINTENANCE, SERVICE AND REPAIR OF THE WORK.
3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE STARTING EARTHWORK
OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK
PROCEDURES.
3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION,
CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE
OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY
CONDITION.
3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS
SHALL BE A 4" DIAMETER PIPE.
3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS, EXCEPT
WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY
SERVICE HAS BEEN PROVIDED.
3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE
TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN
MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL.
3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO
SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6" OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE
AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE.
3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK
OPENINGS AS SHOWN ON DRAWINGS.
3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS.
3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER
LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR - 1") OF THE TOP OF THE MANHOLE.
3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS.
3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH DISPENSER AND SECURED TO
THE DISPENSER BOX. THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE
DISPENSER SUMP, AS DENOTED ON PLANS.
3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED
FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS.
3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THIN WALL RISER AS PRODUCED BY MANUFACTURER
SHALL BE USED.
3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST. REFER TO LIST OF
MATERIALS SUPPLIED BY OWNER.
3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR
TO PLACING BEDDING MATERIAL AND SUPPORTED TO REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF
OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE
IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. LOCKING
CAPS AND KEYED ALIKE LOCKS PROVIDED TO OWNER'S REPRESENTATIVE.
3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE
STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE MINIMUM
ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR
MORE STRINGENT REQUIREMENTS WHICH
3.19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST. ALL
SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST.
3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY OWNER'S APPOINTED REPRESENTATIVE,
3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT
ALL TIMES.
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PERFORMANCE SPECIFICATION - CONT.
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SECTION VI ELECTRICAL WORK
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES
REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE FURNISHING AND INSTALLATION OF COMPLETE
ELECTRICAL WORK INCLUDING:
1.1.1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANEL BOARD OUTLET
BOXES, WIRING, SWITCHES, OUTLETS, ETC.
1.1.2 CONDUIT AND WIRING SYSTEM FOR INTERCOM.
1.1.3 WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING FIXTURES, PUMPS, CONTROL
EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING EQUIPMENT.
1.1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT.
1.1.5 ALL CONDUITS, CONNECTIONS, WIRE AND STUB -OUTS FOR FASCIA SIGN(S) (WHEN SHOWN), CANOPY
LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS.
1.1.6 CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT" ON DRAWINGS.
1.1.7 ALL TRENCHING, EXCAVATIONS AND BACK FILL AS REQUIRED IN CONJUNCTION WITH ELECTRICAL
WORK.
1.1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS, BUT
WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SYSTEMS IN CONFORMANCE WITH
REQUIREMENTS OF LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE.
1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY COMPANY, LOCAL, STATE, OSHA,
ASSOCIATION NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE AND LOCAL ELECTRICAL INSPECTION AUTHORITY.
REPORT TO OWNER IMMEDIATELY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES. PROVIDE INSTALLATION
SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED HEREIN.
1.3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES, AND TAXES.
1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION TO ENTIRE INSTALLATION SO
THAT THE ENTIRE PROJECT CAN BE COMPLETED PER CONSTRUCTION SCHEDULE.
1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS NECESSARY FOR ELECTRICAL WORK
UNDER DIRECTION OF GENERAL CONTRACTOR. WORK FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE
CORRECTED AT THE DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK TO BE
DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE ELECTRICAL SUBCONTRACTOR.
PART 2 - PRODUCTS
2.1 IDENTIFICATION OF EQUIPMENT AND WIRING: PROVIDE IDENTIFICATION WITH DYMO TAPE OR EQUAL FOR ALL SERVICE
ENTRANCE AND DISTRIBUTION EQUIPMENT INCLUDING MAIN SWITCH GEAR, PANELS, DISCONNECT SWITCHES, CONDUITS,
ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS AND MOTORS.
2.2 LIGHT FIXTURES: TO BE PROVIDED BY OWNER.
2.3 CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE WITH THE SPECIFIC APPLICATION OF
LOCATION INDICATED.
2.3.1 RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURIED
AT A MINIMUM OF 2' WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN WHERE AHJ
ALLOWS. LAST 2' WILL BE PVC COATED GALVANIZED STEEL.
PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO THE WEATHER; FOR ENCLOSING
MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR MECHANICAL PROTECTION OR WHERE
SPECIFICALLY INDICATED.
USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP" ELECTRICAL
CONDUITS AT FIBERGLASS TANK SUMPS OR WHERE BRAVO F-17-RR OR F-10-RR ENTRY FITTINGS
ARE CALLED OUT.
STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE
IN RIGID PVC COATED GALVANIZED STEEL CONDUIT (NO PVC OR RNC CONDUIT ALLOWED).
2.3.2 SEAL -OFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS, AUTO GAUGING AND
SUBMERSIBLE PUMPS.
2.3.3 N.E.C. APPROVED WEATHER PROOF WIRE PULL BOX.
2.4 CONDUCTORS:
2.4.1 FURNISH AND INSTALL COLOR CODED COPPER CONDUCTORS, 600 VOLT, OF SIZES INDICATED.
MINIMUM SIZE #12 EXCEPT FOR SIGNAL AND CONTROL CIRCUITS AND WHERE OTHERWISE NOTED.
TYPE TW (60 DEGREES CENTIGRADE) FOR GENERAL BRANCH CIRCUIT WIRING; TYPE THN OR THWN-2
(90 DEGREES CENTIGRADE) FOR SUPPLY CONNECTIONS TO LIGHT FIXTURES. INSTALL PER COLOR
CODE OF NEC.
2.4.2 SHIELDED CABLES: PROVIDE SHIELDED CABLE FOR INTERCOM AS PER MANUFACTURER'S
SPECIFICATIONS AND AS REQUIRED ON DRAWINGS.
VARIABLE SPEED PUMP CABLE :
- THWN-2 "12 AWG 4 CONDUCTOR 600V SHIELDED, GAS/OIL RESISTANT".
DATA COMMUNICATION CABLE:
- SHIELDED WIRE MUST NOT BE USED:
- 2 WIRE TWISTED PAIR (UTP) W/ 10-12 TWISTS PER FOOT.
- WIRING IS STRANDED ANNEALED COPPER TINNED WITH 18 AWG MINIMUM REQUIRED FOR RUNS UP
TO 1000 FEET OR 14 AWG FOR RUNS UP TO 2600 FEET. DO NOT DAISY CHAIN COMMUNICATION
WIRING.
- INSULATION SPEC IS 300V, PVC INSULATION, TYPE TFFN OR MTW, UL APPROVED GASOLINE AND OIL
RESISTANT.
2.5 SPLICES AND CONNECTIONS: PROVIDE SPLICES ONLY IN READILY ACCESSIBLE OUTLET BOXES. PROVIDE INSULATED
PRESSURE CONNECTORS OR "CRIMP -ON" SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORS
SHALL BE 3M "SCOTCHLOK", BUCHANNAN SPLICE CAPS WITH INSULATED WRAP, OR IDEAL "CRIMP -SLEEVES" WITH SCAP
CAP INSULATOR OR EQUAL.
2.6 PANEL BOARDS:
2.6.1 BRANCH CIRCUIT PANEL BOARDS: PROVIDE FLUSH -MOUNT CIRCUIT BREAKER TYPE PANEL BOARDS
WITH THERMAL MAGNETIC, MOLDED CASE, "SQUARE D" TYPE NLAB OR APPROVED EQUAL, WITH
PLUG-IN CIRCUIT BREAKERS, "SQUARE D" TYPE NLQT. PROVIDE GROUNDING TERMINAL BLOCK IN
EACH PANELBOARD. SEE INDIVIDUAL PANEL SCHEDULE ON DRAWINGS.
2.6.2 SUBSTITUTES: DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE, CLASSIFICATION AND QUALITY IN
ACCORDANCE WITH NEMA STANDARDS AS MANUFACTURED BY G.E., CUTLER -HAMMER, FEDERAL
PACIFIC, ITE, SQUARE D AND WESTINGHOUSE ARE ACCEPTABLE AS SUBSTITUTES ONLY WHEN
APPROVED IN WRITING.
SECTION VI I ELECTRICAL WORK- CONTINUED
PART 3 - EXECUTION
3.1 GENERAL: COORDINATE TIME SCHEDULES, INSTALLATION, HOOKUPS AND MISCELLANEOUS PROCEDURES WITH ALL OTHER
TRADES THAT WILL BE INVOLVED TO EXPEDITE THE COMPLETION OF THE CONTRACT. THE ELECTRICAL SUBCONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK.
3.2 CONDUITS: FURNISH AND INSTALL A COMPLETE OVERALL CONDUIT RACEWAY SYSTEM FOR ALL WIRING AND CONDUCTORS.
PROVIDE SIZES AND RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE FOR
CONDUCTORS TO BE CONTAINED. ALL RACEWAYS SHALL CONFORM TO THE FOLLOW REQUIREMENTS:
3.2.1 CONCEAL ALL CONDUIT RUNS EXCEPT WHERE EXPOSED RUNS ARE AUTHORIZED BY OWNER'S
CONSTRUCTION MANAGER IN WRITING.
3.2.2 ACTUAL CONDUIT RUNS ARE NOT GENERALLY INDICATED; CONDUITS AT TANKS SHALL NOT CROSS
OVER TANKS. PLACE CONDUIT THROUGH EACH END OF TANK EXCAVATION AND PLACE FIELDS
PARALLEL WITH AXIS OF TANKS.
3.2.3 CLEAN AND DRY ALL RACEWAYS THOROUGHLY BEFORE CONDUCTORS ARE PULLED IN.
3.2.4 FLASH AND COUNTER FLASH CONDUITS WHICH PENETRATE THE CANOPY DECKING.
3.2.5 PROVIDE SEAL -OFF FITTINGS WHERE CONDUIT RUNS ENTER OR LEAVE HAZARDOUS AREAS OF
DISSIMILAR CONDITIONS SUCH AS TEMPERATURE, HUMIDITY, ETC.
3.2.6 FURNISH AND INSTALL COMPLETE RACEWAY SYSTEM, INCLUDING CONDUITS AND OUTLETS, AS
INDICATED AND AS REQUIRED FOR INTERCOM SYSTEM, GAS PRICE SIGNS, SECURITY LIGHTING AND
CANOPY LIGHTING SYSTEM, AND LIGHTED FASCIA SYSTEM WHERE APPLICABLE. CONDUIT AMOUNTS
AND SIZES SHALL BE AS SHOWN ON GASOLINE DRAWINGS. ADDITIONAL CONDUITS AND CIRCUITS
WILL BE REQUIRED FOR LIGHTED FASCIA SYSTEMS. PROVIDE AS REQUIRED.
3.3 LIGHTING: INSTALL ALL LIGHTING N G G FIXTURES UR S AND LAMPS AS INDICATED ON DRAWINGS. SECURELY MOUNT ALL FIXTURES;
PROVIDE ALL ADDITIONAL HANGERS AND SUPPORTS AS NECESSARY TO SECURELY FASTEN AND SUPPORT FIXTURES.
CLEAN ALL FIXTURES AND LAMPS UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL VERIFY AMOUNT AND TYPE
OF ISLAND/CANOPY LIGHTING SYSTEMS. SHOULD ADDITIONAL CONDUITS/CIRCUITS BE REQUIRED, VERIFY THROUGH LOCAL
CONSTRUCTION OFFICE AND PROVIDE AS REQUIRED.
3.4 SIGNS AND LIGHTED FASCIA: VERIFY FINAL LOCATIONS AND TYPE WITH OWNER. FURNISH AND INSTALL ALL CONDUITS AND
WIRES WITH STUB -OUTS AS DIRECTED. MAKE FINAL NN CO ECTIONS AS REQUIRED.
3.5 OUTLETS: COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT, INCLUDING INTERCOM OUTLETS, SWITCHES,
RECEPTACLES, CONTROLLERS, PANEL BOARDS, SWITCH GEAR, ETC., TO AVOID INTERFERENCE AND OBSTRUCTIONS WITH
EQUIPMENT OF OTHER CRAFTS AND TRADES SO THAT ELECTRICAL EQUIPMENT WILL NOT BE BLOCKED OR MADE
INACCESSIBLE OR IMPERMEABLE. PROVIDE WEATHERPROOF OUTLETS WHERE EXPOSED TO THE WEATHER OR TO
MOISTURE.
3.6 ISOLATED GROUND: IT IS MANDATORY THAT GASOLINE EQUIPMENT REQUIRING ISOLATED GROUND SHALL BE PROVIDED
WITH SAME. MINIMUM CIRCUITS REQUIRED, BUT NOT LIMITED TO, SHALL BE: INTERCOM, GAS CONSOLE AND GASOLINE
TANK MONITORING SYSTEM.
3.7 EXCAVATION AND BACK FILLING: ALL EXCAVATION AND BACK FILLING NECESSARY FOR THE INSTALLATION OF ELECTRICAL
WORK SHALL BE INCLUDED IN THIS SECTION AND COMPLY WITH SECTION III, EARTHWORK.
3.8 OPERATING AND ACCEPTANCE TESTS:
3.8.1 CONDUCT OPERATING TEST ON ENTIRE ELECTRICAL INSTALLATION; ALL SYSTEMS MUST BE
COMPLETE AND IN GOOD OPERATING ORDER. REFER TO STARTUP AND FINAL CHECK-OUT OF
SYSTEM COVERED ELSEWHERE. DO NOT START OR OPERATE EQUIPMENT WITHOUT SPECIFIC
DIRECTIVES OF OWNER'S SPECIFIED REPRESENTATIVE. ANY DAMAGE TO OWNER'S EQUIPMENT DUE
TO DEFECTIVE INSTALLATION AND/OR OPERATION WILL BE THE RESPONSIBILITY OF THAT
SUBCONTRACTOR FOR CORRECTION, REPLACEMENT AND/OR MONETARY COMPENSATION AS
REQUIRED.
3.8.2 MAKE INSULATION TESTS ON MAIN SERVICE EQUIPMENT AND ALL FEEDERS AND PANELBOARDS.
3.8.3 TEST GROUND: RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS,
3.8.4 INSPECT ALL PANELBOARDS. ALL CONNECTIONS MUST BE TIGHT AND SECURE.
3.9 "AS -BUILT" DRAWINGS: FURNISH OWNER'S CONSTRUCTION MANAGER WITH ONE SET OF MARKED -UP PRINTS (HARDCOPY)
AND ALSO IN AUTO CAD 2004 COMPATIBLE DRAWING FILE FORMAT (.DWG) SHOWING "AS -BUILT" INSTALLATION.
3.10 FINAL ACCEPTANCE: UPON COMPLETION OF WORK, PRESENT CERTIFICATE OF APPROVAL OF LOCATION OR GOVERNING
INSPECTION AUTHORITY.
3.11 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL
TIMES.
SECTION VIII PAINTING
PART 1 GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES IN
CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE COMPLETION OF ALL PAINTING OF SURFACES COMPLETE,
INCLUDING PAINTING OF THE FOLLOWING SURFACES:
1.1.1 MISCELLANEOUS METAL, DOWNSPOUTS, COLUMNS, POSTS, ISLAND FORMS, VENT RISERS,
MANHOLE COVERS AND ELECTRICAL CONDUITS.
1.2 PAINTING DOES NOT INCLUDE:
1.2.1 PAINTING CANOPY SOFFITS.
1.2.2 PAINTING LIGHT FIXTURES.
1.2.3 PAINTING GASOLINE EQUIPMENT.
1.3 COLOR SCHEDULE: COLOR OF PAINTS SHALL BE AS LISTED IN COLOR SCHEDULE.
SECTION VIII CONTINUED
PART 2 - PRODUCTS
2.1 PAINT MANUFACTURERS AND PRODUCTS: PAINTING SYSTEM AS SPECIFIED HEREIN IS BASED ON PRODUCTS OF THE
GLIDDEN COATING & RESINS COMPANY, A DIVISION OF SCM CORPORATION. HOWEVER, EQUAL PAINTING SYSTEMS OF
PRATT & LAMBERT, PPG INDUSTRIES AND BENJAMIN MOORE WILL BE CONSIDERED.
2.2 PAINTING COATS AND PRODUCTS: SUPPLIED BY CONTRACTOR
2.2.1 PAINT ALL MANHOLES COVERS AND 4" SURROUNDING CONCRETE, INSIDE AND OUT, IN ACCORDANCE
WITH STANDARD INDUSTRY COLOR CODE AS SHOWN:
API COLOR CODES:
OBSERVATION WELL AND ALL OTHERS BLACK
UNLEADED REGULAR WHITE W/BLACK CROSS
UNLEADED PREMIUM RED W/WHITE CROSS
UNLEADED REGULAR W/EXTENDER WHITE W/BLACK CROSS & BLACK BAND
UNLEADED PREMIUM W/EXTENDER RED W/WHITE CROSS & WHITE BAND
DIESEL SOLID YELLOW
VAPOR RECOVERY SOLID ORANGE
KEROSENE SOLID BROWN
2.2.2 PAINT FASCIA SIGN FRAMES. PAINT GLOSSY WHITE - 2 COATS.
PART 3 - EXECUTION
3.1 PROTECTION: COVER ENTIRE CONCRETE SURFACES. NO PAINT OR SOLVENT SHALL BE ALLOWED TO COME IN CONTACT
WITH CONCRETE SURFACES. WHERE IT BECOMES NECESSARY, IN ORDER TO EXECUTE HIS OWN WORK, FOR PAINTER TO
REMOVE COVERINGS, PLATES, ETC., PLACED BY OTHER CONTRACTORS IN ANY BRANCH OF THE WORK, HE SHALL REPLACE
SAID COVERINGS, PLATES ETC. CANNOT BE READILY REMOVED
SAME IN PROPER MANNER. IN SITUATIONS WHERE S D CO G ,
PAINTER SHALL PROTECT THE WORK IN SOME OTHER SATISFACTORY MANNER. OILY RAGS AND WASTE MUST BE REMOVED
EVERY NIGHT. UNDER NO CIRCUMSTANCES SHALL THEY BE ALLOWED TO ACCUMULATE. PAINTING SUBCONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE WORK OF OTHER SUBCONTRACTORS AND SHALL REPAIR OR
REPLACE AS NECESSARY TO THE SATISFACTION OF THE OWNER.
3.2 PREPARATION OF SURFACES: INSPECT ALL SURFACES TO BE PAINTED. REPORT ANY DISCREPANCIES TO THE
CONTRACTOR PRIOR TO START OF WORK. STARTING OF PAINT APPLICATION SHALL CONSTITUTE ACCEPTANCE OF
SURFACES AS SUITABLE FOR THE RECEPTION OF PAINT APPLICATION. ALL SURFACES SHALL BE CLEAN AND DRY,
BETWEEN 50 AND 90 DEGREES FAHRENHEIT AT TIME OF PAINT APPLICATION. CLEAN METAL OF MILL SCALE, RUST, OIL,
GREASE AND FOREIGN MATTER. CLEAN GALVANIZED METAL ACCORDING TO SSPC-SP 1-63 SOLVENT CLEANING. PROTECT
ADJACENT AND FINISHED WORK FROM PAINT.
3.3 APPLICATION OF PAINT: DO NOT THIN, ADULTERATE OR CHANGE MATERIALS EXCEPT AS RECOMMENDED BY
MANUFACTURER. EMPLOY ONLY SKILLED MECHANICS FOR WORK. ALL PAINTING SHALL BE BRUSHED, SPRAYED OR
ROLLED EVENLY FOR THOROUGH COATS WITHOUT RUNS, SAGS OR OTHER BLEMISHES. ALLOW EACH COAT TO DRY
BEFORE APPLYING SUBSEQUENT COATS. ALL SURFACES TO RECEIVE A MINIMUM OF 2 COATS AS NECESSARY TO ACHIEVE
AN APPROVED FINISH. APPLICATION OF PAINT, ETC., SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S
DIRECTIONS.
3.4 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT
ALL TIMES.
SECTION IX CANOPIES
PART 1 - GENERAL
1.1 SCOPE: THIS SECTION COVERS THE FURNISHING AND INSTALLATION OF ALL ITEMS FOR THE INSTALLATION OF A COMPLETE
GASOLINE CANOPY INCLUDING:
1.1.1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN.
1.1.2 COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM.
1.1.3 STEEL ROOF DECK AND GUTTER, 20 GA WHITE EMBOSSED.
1.1.4 ROOF BRACING.
1.1.5 CAP FLASHING.
1.1.6 DOWN SPOUTS - INTERNAL INSIDE COLUMNS.
1.1.7 PERMITS AND INSPECTIONS DONE BY OTHERS.
1.1.8 INSTALLATION AND FRAMING FOR OWNER SUPPLIED FASCIA SIGNS (ELECTRICAL BY OTHERS).
1.1.9 INSTALLATION AND FRAMING FOR FASCIA MATERIAL AS PER OWNER SPECIFICATIONS.
PART 2 - PRODUCTS
2.1 EMBOSSED ROOF STEEL DECK: ROOF STEEL DECK SHALL BE 2 1/4" MINIMUM DEEP, 20 GAUGE HIGH REFLECTIVE WHITE
STEEL WITH MINIMUM SECTION MODULES OF 0.25 IN 1/4 3 MOMENT OF INERTIA OF 0.030 IN 14/4 4. IN CERTAIN AREAS, ROOF
DECK WILL BE ALUMINUM. VERIFY WITH LOCAL CONSTRUCTION MANAGER.
2.2 STRUCTURAL STEEL:
2.2.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD
SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS OF A.I.S.C. AND WITH THE A.I.S.C. CODE
OF STANDARD PRACTICE (LATEST EDITION).
2.2.2 STRUCTURAL BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATION A.S.T.M. A-307 AND SHALL
BE PROVIDED WITH WASHERS UNDER THE NUTS.
2.2.3 ALL OTHER BOLTS SHALL BE A-307 AND SHALL CONFORM TO A.S.T.M. STANDARDS, WITH WASHER
REQUIRED.
2.2.4 ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN BOLT OF 90%
OF MINIMUM PROOF LOAD OF THE BOLT.
2.2.5 TUBE COLUMNS SHALL COMPLY WITH A-500, GRADE B.
2.2.6 ALL TUBE COLUMNS SHALL BE 46 KS1 STEEL. 2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES
AND BE ACCOMPLISHED BY CERTIFIED WELDERS.
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� PERFORMANCE SPECIFICATION - CONT.
SECTION IX CANOPIES - CONTINUED
SECTION IX CANOPIES -CONTINUED
PART 2 - EXECUTION
PART 3 - GENERAL - CONTINUED
2.3 FASCIA:
3.2 EXECUTION:
2.3.1
VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL
3.2.1
COORDINATE DELIVERY AND INSTALLATION WITH GENERAL GASOLINE INSTALLER THROUGH LOCAL
CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA
CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY GENERAL
SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED.
GASOLINE INSTALLER.
2.3.2
REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION.
3.2.2
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND
TEMPLATE FOR DELIVERY TO GENERAL GASOLINE INSTALLATION CONTRACTOR 2 WEEKS PRIOR TO
2.3.3
MATERIAL SHALL BE ONE OF THE FOLLOWING:
INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH GASOLINE
INSTALLING CONTRACTOR'S SCHEDULE OF CONSTRUCTION.
A. PRE FINISHED METAL FASCIA SYSTEM.
B. PRE FINISHED FASCIA MATERIAL AS SELECTED.
3.2.3
FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY GENERAL
GASOLINE INSTALLER AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER
SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP
DRAWINGS.
PART 3 - GENERAL
3.2.4
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY OWNER'S
CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE
3.1 FABRICATION DRAWINGS:
PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY
3.1.1
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP
3.2.5
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL
DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS.
INSTALLATION AS WELL AS PROVIDING OWN PERMITS AS MAY BE REQUIRED. A COPY OF THE PERMIT
MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING WORK.
3.1.2
DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS.
3.2.6
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH
3.1.3
ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF
ACCEPTABLE INSURANCE AS REQUIRED PER OWNER. INSURANCE SPECIFICATIONS AND
DRAWINGS.
STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF
WORK.
3.1.4
SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH
CANOPY FOOTINGS WERE DESIGNED.
3.2.7
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER
CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED.
3.1.5
SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL
STRUCTURAL MEMBERS.
3.2.8
CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF
GENERAL GASOLINE CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF
3.1.6
ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT
CONCRETE WORK ALREADY IN PLACE.
REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM DESIGN LOADS SHALL BE
CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35# AND DEAD LOAD 35# OR AS LOCAL
3.2.9
ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95% MAXIMUM
STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING,
DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING
DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY.
EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING
VERIFICATION.
3.1.7
DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY.
3.2.10
SUPPORTING COLUMNS SHALL BE PLACED AS PER OWNER. GASOLINE PLANS AND AS PER
3.1.8
ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS.
APPLICABLE SITE PLAN.
3.1.9
ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT
3.2.11
CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP.
COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS 1/2" DIAMETER STEEL ROD
DIAGONAL X-BRACING WITH TURNBUCKLES. LAYOUT OF ROD BRACING AND CONNECTIONS TO
3.2.12
ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO
STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER.
ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND
ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS SHALL BE
3.1.10
CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE
TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE
STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER POURING.
PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL
PAINTING/FINISHING.
3.1.11
ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT #2 BARS) AND
SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION A.S.T.M. 615 GRADE 4
3.2.13
GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR NON -SHRINK GROUT BENEATH BASE PLATE
40".
AND POURING OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE
REQUIRED.
3.1.12
THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC DRAINS
IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN
3.2.14
CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED
LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY
AND READY FOR FINAL PAINTING BY GASOLINE CONTRACTOR.
COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON
DOWNHILL SIDE OF ISLAND.
3.3 RESPONSIBILITIES OF GENERAL GASOLINE CONTRACTOR:
3.1.13
INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY.
3.3.1
SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE
READY FOR INSTALLATION OF GASOLINE CANOPY.
3.1.14
CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION.
3.3.2
UPON AGREED DATE BETWEEN GASOLINE CONTRACTOR AND CANOPY CONTRACTOR, THE SITE
SHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION
3.1.15
IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH
FOR CANOPY INSTALLATION. GENERAL GASOLINE CONTRACTOR SHALL PERFORM SITE WORK AS
SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN.
MAY BE REQUIRED TO COMPLY.
3.1.16
ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY OWNER'S
3.3.3
GASOLINE CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION,
CONSTRUCTION REPRESENTATIVE.
UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY INSTALLER AND GASOLINE INSTALLER.
3.1.17
FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM
3.3.4
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS
OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO
DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC.,
APPROVAL OF DRAWINGS BY OWNER'S CONSTRUCTION REPRESENTATIVE.
(WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY INSTALLER). FOOTINGS
SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME IS ALLOWED.
3.3.5
GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS
RELATED TO THE GASOLINE CANOPY AS PER STANDARD COLOR REQUIREMENTS.
3.3.6
GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS,
SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C.
SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK.
3.3.7
GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED
FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF
ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO.
3.4 WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A MINIMUM
PERIOD OF 2 YEARS.
A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION
DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR.
3.5 CLEAN-UP: CANOPY
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND
DEBRIS RESULTING
FROM WORK RELATING TO INSTALLATION OF CANOPY.
SECTION X POST CONSTRUCTION TESTING REQUIREMENT
PROCEDURES FOR POST CONSTRUCTION TESTING
1.1 SCOPE OF WORK
THIRD PARTY TESTS ARE REQUIRED TO BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATED WITH NEW
INSTALLATION, UPGRADE, REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK (UST) SYSTEMS, IF THE
WORK INVOLVES PRODUCT PIPING, TANK SUMPS, DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS.
TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING
CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT OWNER MAINTAINS
CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL
REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE
WITNESSED ON SITE BY A REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT
DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO
OWNER'S COMPLIANCE DEPARTMENT.
IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RETEST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR, IF THAT
TEST WAS WITNESSED BY A REGULATOR. IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE TEST, AS WELL AS,
COPIES OF REGULATOR INSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF THE TEST TO THE ADDRESS LISTED BELOW.
THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE -FUEL TEST AND POST FUEL TEST.
THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW.
PRE -FUEL TEST - TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM:
PRE -FUEL TEST
ESTIMATED TEST DURATION
STP SUMPS
MINIMUM 4 HOURS
DISPENSER SUMPS/CONTAINMENT
MINIMUM 4 HOURS
SPILL CONTAINMENT BUCKETS
MINIMUM 1 HOUR
TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM.
WATER USED TO PERFORM THESE PRE -FUEL TESTS MAY BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN
CONTACT WITH ANY FUEL.
CONTRACTOR PREPARATION FOR PRE -FUEL (BEFORE DELIVERY) TESTING
- THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
UPON.
- 110 VOLT AC CURRENT MUST BE AVAILABLE
- ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMP/LINER WORK MUST BE COMPLETE AND
COMPONENTS ACCESSIBLE.
- TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
- DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED.
- AS AN OPTION TO SIGNIFICANTLY REDUCE TIME ON SITE, THE CONTRACTOR SHOULD FLOOD ALL TANK SUMPS AND
DISPENSER SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHEDULED TESTING. WATER MUST BE ADDED TO A
MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN.
- THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF
THE WATER WITH A PERMANENT MARKER.
POST FUEL TEST - TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
POST -FUEL TEST
ESTIMATED TEST DURATION
TANK INTERSTICE
MINIMUM 1 HOUR PER TANK
TANK PRIMARY (TIGHTNESS)
MINIMUM 2 1/2 HOURS
LINE/PIPE INTERSTICE
MINIMUM 1 HOUR PER LINE/PIPE
LINE PRIMARY TIGHTNESS
COMPLETED DURING TANK TEST
LINE LEAK DETECTOR
COMPLETED DURING TANK TEST
STAGE II WHERE APPLICABLE
MINIMUM 3 HOURS
-AUTOMATIC TANK GAUGE ATG CERTIFICATION
MINIMUM 2 HOURS
OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE
UNKNOWN
*DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE (ATG) INSTALLATION. CERTIFICATION OF NEW ATG IS THE RESPONSIBILITY
OF THE INSTALLING CONTRACTOR.
NOTE: WATER USED TO PERFORM TESTING OF (STP) SUMPS, DISPENSER SUMPS AND/OR SPILL BUCKETS, AFTER FUEL IS
INTRODUCED/DELIVERED INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE.
WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL
STATE AND/OR LOCAL REGULATIONS.
CONTRACTOR PREPARATION FOR POST -FUEL (AFTER DELIVERY) TESTING
- THE FUEL LEVEL MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY
- COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER.
IN STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY.
- ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS.
- THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II
EQUIPMENT FULLY FUNCTIONAL.
- ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL
- THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
UPON.
-110 VOLT AC CURRENT MUST BE AVAILABLE
- TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
CONTRACTOR NOTIFICATION TO TESTING COMPANY (TANKNOLOGY) :
IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT
LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE. HOWEVER, TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A
MINIMUM OF FIVE (5) DAYS IS REQUIRED. TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE, BY PROVIDING THEM
WITH AS MUCH TIME AS POSSIBLE ALLOWING THEM TO MAINTAIN A TIME SLOT IN THEIR SCHEDULE TO SHIFT AS NECESSARY. THE
CONTRACTOR MUST KEEP TANKNOLOGY APPRISED OF THE ANTICIPATED DATE AND TIME THAT THE TESTING WILL BE NEEDED AS
PROJECTED DATES CHANGE.
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