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0
FUELING CANOPY COVER SHEET
AND INDEX
RR
TLH
FU
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-
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A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
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5
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1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
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T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
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1
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1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
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Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
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0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
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DISP 23 4DISP 11 2 DISP 35 6DISP 47 8 DISP 611 12DISP 59 10TANK #110 FT DIA20,000 GALREGULARUNLEADEDREF 1-G3.0 TANK #310 FT DIA12,000 GALDIESELREF 2-G3.0INTERSTITIAL MONITORREF 5-G6.1 AND 4-G3.0TANK #3 STP SUMP (DIESEL)REF 4-G6.1 AND 2-G4.0TANK #3 DIESEL FILL SUMPREF 4-G6.1 AND 2-G4.1TANK #2 STP SUMP (PUL)REF 4-G6.1 AND 1-G4.0TANK #2 FILL / VAPOR SUMP (PUL)REF 4-G6.1 AND 1-G4.1 3" OVER 2" DBL WALL FIBERGLASS CHASEPIPING BETWEEN TANK SUMPS TYPICALREF 1-G12.1TANK #210 FT DIA8,000 GALPREMIUMUNLEADEDREF 2-G3.0 TANK #1 STP SUMP (RUL)REF 4-G6.1 AND 1-G4.0TANK #1 FILL / VAPOR SUMP (RUL)REF 4-G6.1 AND 1-G4.1INTERSTITIAL MONITORREF 5-G6.1 AND 4-G3.0
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FUELING PIPING AND TANK PLAN
RR
TLH
FU
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-
U
S
A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
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written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
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Job#:A9-133
Scale:
Date:
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Rev. #Date Description
07/02/19
AS NOTED
SH
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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5
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8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
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intended. Any extension of use to
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other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
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TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
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risk. If used in a way other than
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hold The Dimension Group
harmless from all claims and losses.
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
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other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
AIR/VACUUM BY AIR-SERV GROUP, LLCELECTRICAL STUB-UP WITHELECTRICAL WEATHERPROOF BOXFRONT 1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUND NOTE:MAXIMUM 2 PERCENT GRADE SLOPE EACH WAYREQUIRED FOR AMERICANS WITH DISABILITIES ACT FRONTPLAN3'-0"CONC CURB - REF CIVIL DRAWINGS MAX.2%SLOPEGC TO PROVIDE CONCRETE SLABAND UTILITIES. AIR SERV TO PROVIDEEQUIPMENT AND MAKE FINALCONNECTIONS.1'-6"6"5 1/2"MIN AA56'-0"AA5 3'-1" CENTER OF CARD READER3'-2" CENTER OF COIN SLOT3'-0"6"18"DIA 6"2H03 FILL BOLLARD
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OVERFILL AUDIBLE/VISIBLE ALARMACKNOWLEDGMENT SWITCHACTIVATED AT 90% TANK CAPACITY.FUEL DELIVERY RESTRICTED AT 90%AND AUTOMATICALLY TERMINATEDAT 95% ROUTE CONDUIT WITHSEAL-OFFS TO SITEMONITORING SYSTEM OVERFILL ALARMSIGNAGEGC TO ATTACH TOCONDUIT AJ11OVERFILLALARM6'-0"18"DIA 2CONCRETE FOOTINGPER SPECS - 18" DIASONOTUBE X 42" LONG3'-0"6"3'-6"6" STEEL PIPE BOLLARDBY GC, FILL WITH CONC.PARGE TOP SMOOTH ANDPAINTZ28SEAL-OFF TYPICALCONDUITS FOR OVERFILLALARM TO GAS PANELAND VEEDER ROOT EXPLOSION PROOFJUNCTION BOX BY GC Z27
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Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
1/4" WD x 1 3/8" DPSAW CUT JOINT#3 REINFORCING BARSAT 12" OC EACH WAY 1/4" WD x 1 1/2" DPSAW CUT JOINT#3 REINFORCING BARSAT 18" OC EACH WAYSAW CUT AT 6" CANOPY SLABSAW CUT AT 8" TANK SLAB 3 2328" TANKSLAB6" CANOPYSLAB2" PLASTIC CHAIRS ON EACHLONGITUDAL BAR AT 4' OC #3 REBAR AT 18" OC EACH WAYIN CANOPY SLAB 3/4" SMOOTH DOWELS X 24" LONGAT 12" OC WITH EXPANSION CAPCONSTRUCTION JT SITE CONCSLABCANOPY ORTANK SLAB#3 REBAR DOWELS X 36" LONGAT 18" OC IF ADJOINING NEWCONSTRUCTION SITE CONCRETE SITE CONCRETE(NEW CONSTRUCTION)REF CIVIL DRAWINGSCONTROL JT#3 REBAR AT 12" OC EACH WAYIN TANK SLAB FOR REINFORCING REFCONSTRUCTION JOINT (BELOW)3" PLASTIC CHAIRS ON EACHLONGITUDAL BAR AT 4' OC B02 B01 23234455 MANHOLE SIZES VARYMAINTAIN 2" CLR TOREBAR TYP8" TANK SLAB(3) #3 X 3'-0" LONG REBARAT 8 1/2" OC EACH CORNERHAVING THIS SLAB EDGECONFIGURATION ADDITIONAL OPENINGREINFORCING (4) #3 X 3'-0"(DIAGONAL) AT ALL SMALLPENETRATIONS THRU TANKSLAB STP AND FILL / VAPORMANHOLES - MAINTAIN2" CLR TO REBAR TYPADDITIONAL OPENINGREINFORCING(16) #3 X 8'-0"5" HIGH CHAIR TYPB035
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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3M SCHEDULEITEM NO.A01A02A03 QTY.616 DESCRIPTIONINTERCOM SPEAKERS / CALL SWITCH6 CHANNEL INTERCOM SYSTEMSTAINLESS STEEL BACK ASSEMBLY PART NO.78-8028-9195-878-9236-2877-678-8028-9192-5 ORACLE NO
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06158304
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0315818403158182
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0600611103124684060062090600618006006214060062300600622106006226031581870315839306006188060061920600617006006171060061750600617403158332060050390600619406006169031583240318535406006172
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EQUIPMENT SCHEDULE
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
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:
7-ELEVEN #38628
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FIRE EXTINGUISHERITEM NO.U01U02 QTY.22 DESCRIPTIONPORTABLE FIRE EXTINGUISHERFIRE EXTINGUISHER CABINET PART NO.3020105-20-RRC-H ORACLE NO
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EQUIPMENT SCHEDULE
RR
TLH
FU
E
L
I
N
G
-
U
S
A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
14'-6" CLR TYP TOHIGHEST POINT OF CANOPY SLAB 3'-0"SIGNAGE IS UNDER SEPARATE PERMIT.VERIFY QUANTITY AND LOCATION OFSIGNAGE ALLOWEDTYP
TY
P
40'-6"
8
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3
6
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2'
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86
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3" PVC CANOPY DOWNSPOUTINSIDE CANOPY COLUMNREF CANOPY MFR's DRAWINGSYCO SUPPLIED AND INSTALLED BY GCSET IN CONCRETE SLAB3" PVC PIPE AS REQUIRED FORCONNECTION TO STORMSEWER TRUNKLINE BY GCCONCRETE CANOPY COLUMN FOOTING 6" CONC CANOPY SLAB CANOPY COLUMNREF CANOPY MFR's DRAWINGS
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0
FUELING CANOPY LAYOUT -
6 STACKED
RR
TLH
FU
E
L
I
N
G
-
U
S
A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.CA
EMERGENCY SHUT OFF OUTSIDEEXTREMELY FLAMMABLEUse 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 ametal surface away from the nozzle.·If a fire starts, do not remove nozzle - back away immediatelyStatic Sparks Can Cause A Fire,especially when filling portable containers.·Containers must be metal or other material approved forstoring gasoline.·PLACE CONTAINER ON GROUND! DO NOT FILL ANYPORTABLE CONTAINER IN OR ON A VEHICLE.·Keep nozzle spout in contact with the container during theentire filling operation.NG-2402 DANGER
1.
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Use a
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·NO SM
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·Stop E
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·Turn o
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s
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e
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·Do not
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e
-
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y
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a
metal
s
u
r
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a
c
e
a
w
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y
f
r
o
m
t
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e
n
o
z
z
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e
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·If a fire
s
t
a
r
t
s
,
d
o
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r
e
m
o
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n
o
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b
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Stati
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C
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SIGNAGE DETAILS
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Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
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1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
FU
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NOTE:(1) GENERAL CONTRACTOR TO INSTALL PANELS CIRCUIT BREAKERS AND CONDUIT.(2) FUEL CONTRACTOR SHALL INSTALL WIRING (FROM CIRCUIT BREAKERS TO EQUIPMENT), RELAYS, ETC. MAKE ALL CONNECTIONS AND COMPLETE SEAL OFF.ONE-LINE DIAGRAM IS FOR REFERENCEONLY. FUEL CONTRACTOR TO VERIFYLOADS TO BE PLACED ON PANELS.(2) EMERGENCY GASOLINESHUT-OFF SWITCH REF 2-G10.0.PANELF 3 #12, 3/4"CFOR PANEL INFORMATIONREF STORE ELECTRICAL DRAWINGSFEEDERPANEL3 POLE, 100 AMPCONTACTOR
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STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY.ENTIRE WIRING RUN MUST BE IN RIGID PVC COATEDGALVANIZED STEEL CONDUIT. USE ONLY ROB ROY CONDUITTYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP"ELECTRICAL CONDUITS. NO PVC OR RNC CONDUIT ALLOWED.USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT","PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS ATFIBERGLASS TANK SUMPS OR WHERE BRAVO F-17-RR ORF-10-RR ENTRY FITTINGS ARE CALLED OUT FOR FIRST 10' OFRUN. TRANSITION TO RIGID NONMETALLIC CONDUIT (RNC)WHERE ALLOWED BY JURISDICTION. RUN PVC COATED GALVANIZED STEEL FOR WIRING RUNSEXPOSED TO THE WEATHER; FOR ENCLOSING MAINGROUNDING CONDUCTOR: WHERE REQUIRED FORMECHANICAL PROTECTION OR WHERE SPECIFICALLYINDICATED.WITH THE EXCEPTION OF THE FIRST AND THE LAST 10' OF THEUNDERGROUND RUN AND ONLY WHERE AHJ ALLOWS, RIGIDNONMETALLIC CONDUIT (RNC) IS ALLOWED FORUNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUMOF 2'.STREET SIDESTORE SIDE
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Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
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TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
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risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
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Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
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harmless from all claims and losses.CA
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07/02/19
AS NOTED
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7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
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SITE MONITORING EQUIPMENT
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
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3-WAY 1/4" BALL VALVE PITCH TO DRAIN 1/4" VERTICALPER 12" HORIZONTAL PRESSURE SENSING POINT WRAP RUBBER SHIM FROM KITAROUND SENSOR BEFOREINSERTING INTO CLAMP Z25 PRES
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1/4" OD COPPER TUBEVEEDER ROOTVACUUM TUBING Z90
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2
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MONITORING DETAILS
RR
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
-
C
A
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 7-ELEVEN 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 7-ELEVEN'S FORM THAT WILL BE PROVIDED BY 7-ELEVEN'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 7-ELEVEN, PAY FOR ALL APPLICABLE PERMITS AND AND FEES. COPIES OFPERMITS AND CERTIFICATES SHALL BE FORWARDED TO LOCAL 7-ELEVEN 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.1.1SCOPE OF WORK: THE WORK INCLUDED IN THE CONTRACT FOR THIS PROJECT CONSISTS OF THE FURNISHING OF ALLLABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTALTO THE COMPLETE CONSTRUCTION OF A GASOLINE INSTALLATION FOR 7-ELEVEN, INC.3.1THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT WHICH THECONTRACTOR SHALL PERFORM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALLPERFORM ALL WORK NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY AND ACCEPTABLE MANNER.3.2THE CONTRACTOR SHALL, UPON DISCOVERY, REPORT ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS TOTHE OWNER'S CONSTRUCTION MANAGER.3.3THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. ANYTHING MENTIONED IN THESPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THESPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. GENERALLY, THE SPECIFICATIONSDESCRIBE WORK WHICH CANNOT BE READILY IDENTIFIED ON THE DRAWINGS AND INDICATED TYPES, QUALITIES ANDMETHODS OF INSTALLATION OF THE VARIOUS MATERIALS AND EQUIPMENT REQUIRED FOR THE WORK. IT IS NOT INTENDEDTO MENTION EVERY ITEM OF WORK IN THE SPECIFICATIONS WHICH CAN BE ADEQUATELY SHOWN ON THE DRAWINGS NORTO SHOW ON THE DRAWINGS ALL ITEMS OF WORK DESCRIBED OR REQUIRED BY THE SPECIFICATIONS EVEN IF THEY AREOF SUCH NATURE THAT THEY COULD HAVE BEEN SHOWN THEREON. ALL MATERIALS OR LABOR FOR WORK WHICH ISSHOWN ON THE DRAWINGS OR IS REASONABLY INFERABLE AS BEING NECESSARY TO PRODUCE A FINISHED JOB SHALL BEPROVIDED BY THE CONTRACTOR WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE SPECIFICATIONS.3.4THE CONTRACTOR, SUBCONTRACTORS AND ALL TRADES SHALL EXAMINE THE SITE AND ASCERTAIN EXISTING CONDITIONSPRIOR TO THE START OF THEIR PORTIONS OF THE WORK. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THECONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR THE CORRECTNESS OF ALL MEASUREMENTS AT THE SITE. ANYDIFFERENCES WHICH MAY BE FOUND BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWINGS ORSHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S CONSTRUCTION MANAGER FOR CONSIDERATION BEFOREPROCEEDING WITH THE ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THE DRAWINGS UNLESS A SUBSTANTIALERROR HAS BEEN MADE. IF SUCH AN ERROR SHOULD OCCUR, IT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SCONSTRUCTION MANAGER AND RESOLVED BEFORE PROCEEDING WITH WORK.3.5THE ORGANIZATION OF SPECIFICATIONS INTO DIVISIONS, SECTIONS AND PARAGRAPHS, AND THE ARRANGEMENT OF THEDRAWINGS ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR INTHE ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.3.6DRAWINGS AND SPECIFICATIONS: DRAWINGS INDICATE GENERAL DESIGN AND ARRANGEMENTS DRAWINGS AREDIAGRAMMATIC AND ARE NOT SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL PLANS ANDEQUIPMENT TO BE FURNISHED. VERIFY DIMENSIONS IN THE FIELD.2.1CONTRACTOR SHALL NOT START WORK WITHOUT CONTRACT AND APPROVED SEALED PLANS.PART 4 - RESPONSIBILITY OF THE CONTRACTOR PART 3 - INTENT OF DRAWING AND SPECIFICATIONS PART 2 - AGREEMENT PART 1 - GENERAL PERFORMANCE SPECIFICATIONSECTION IGENERAL CONDITIONSSE
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4
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5
PR
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6
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4.7INSPECTIONS: CONTRACTOR SHALL BE REQUIRED TO ADHERE TO ALL REQUIREMENTS OF OWNER'S INSPECTIONPROGRAM. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR NOTIFICATION, SITE PREPARATION REQUIREMENTS,COMPLIANCE, ON-SITE PRESENCE DURING INSPECTION AND CORRECTION OF ANY DEFECTS OR RELATED PROBLEMS ASDIRECTED BY INSPECTING REPRESENTATIVE CONTRACTOR SHALL PROVIDE NO LESS THAN 48 HOURS NOTICE PRIOR TOINSPECTION.4.8COORDINATION: FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ALL PHASES OF THE GASOLINEINSTALLATION WITH THE GENERAL CONTRACTOR IN CHARGE OF THE BUILDING OR MAJOR PORTION OF THE PROJECT. THEBUILDING GENERAL CONTRACTOR AND THE FUEL CONTRACTOR SHALL JOINTLY DEVELOP A MUTUALLY AGREEABLESCHEDULE AND TIMETABLE FOR COMPLETION ON THE GASOLINE INSTALLATION. TIMETABLE FOR BUILDING AND GASOLINESHALL COINCIDE AND COMPLIMENT EACH OTHER SO THAT ONE DOES NOT DELAY THE OTHER.SHOULD FUEL CONTRACTOR FAIL TO MEET DEADLINES AS ESTABLISHED BY THE SCHEDULE AND/OR HOLD UP THECOMPLETION OF THE OVERALL BUILDING PROJECT, 7-ELEVEN, INC. RESERVES THE RIGHT TO RECTIFY THE SITUATIONACCORDINGLY.4.9CONTRACTOR SHALL PROVIDE OWNER WRITTEN CERTIFICATION AS TO THE FOLLOWING:4.9.1CERTIFICATION FROM LOCAL/STATE GOVERNING AUTHORITIES AS APPLICABLE FOR CONTRACTORCERTIFICATION/LICENSING FOR INSTALLATION OF GASOLINE STORAGE TANK SYSTEM.4.9.2CERTIFICATION FROM EQUIPMENT MANUFACTURES AND SUPPLIERS (TANKS, PRODUCT LINES, ATG'S, ETC.) AS TO ATTENDING AND ACHIEVING CERTIFICATION FROM APPROPRIATE COMPANY FORINSTALLATION OF EQUIPMENT.4.9.3CERTIFICATION ON APPROPRIATE FORMAT AS TO INSTALLATION OF COMPLETE SYSTEM BEING PERFORMED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.4.9.4CERTIFICATION 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.
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3
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0
FUELING SPECIFICATIONS
RR
TLH
FU
E
L
I
N
G
-
U
S
A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
3.1SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANKHOLE SAME DAY OF DELIVERY.3.2EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY FOR INSTALLATIONPRIOR TO TANK DELIVERY.3.3ANCHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS (DEAD MAN).3.4STRAPS: HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS - MINIMUM OF 4 - MORE IFREQUIRED BY MANUFACTURER (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL.3.5AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT. CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITEDTO, AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAPAPPLICATION EQUIPMENT.3.6MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THEINTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. SHOULD THEINTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY.3.7OBSERVATION: 7-ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FORINSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS.3.8TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES.PART 3 - TANK INSTALLATION INSPECTION PERFORMANCE SPECIFICATION - CONT.SECTION IIINSPECTIONS / TESTING - CONTINUED4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETEAND 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 VALVEINSTALLED 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 ANDTANK 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 7-ELEVENCONSTRUCTION MANAGER OF STATUS.4.2AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE IIVAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEMSHALL BE AS APPROVED BY 7-ELEVEN. 7-ELEVEN 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 FORTHIRD PARTY TESTING REQUIREMENTS LISTED ON G17.0 SHEETS.4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATIONBACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ONALL SUMPS & SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION.4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN REPRESENTATIVE OF TESTDATE 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 ANDTO 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 4 - TANK AND LINE TESTING5.1SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. CONTRACTORSHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME.5.2PERSONNEL: CONTRACTOR, FUEL SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON-SITEDURING STARTUP, AS APPROVED BY 7-ELEVEN, INC. ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZEDMANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT.5.3STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTIONOF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THESPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE. DAMAGE TO ANY 7-ELEVEN EQUIPMENT DUE TO IMPROPERINSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.5.4SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL UTILITIESSHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE.5.5VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS ANDCOMPLIANCE TO 7-ELEVEN'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISETHE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION:5.5.1MANHOLES SHALL BE PROPERLY CENTER/INSTALLED AT OVERFILLS, SUBMERSIBLES, VAPORRECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISER.5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS.5.5.3TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS.PART 5 - STARTUP INSPECTION
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5
.
1
4
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5
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5
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5
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6
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7
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S
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.
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5
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1
8
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Y
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.
5.
5
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9
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5
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2
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5
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1
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5
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2
2
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5
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2
3
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5
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2
4
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5.
5
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2
5
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(A
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(A
L
L
)
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(
A
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)
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(D
)
IN
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(E
)
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A
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(F
)
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L
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.
(G
)
CO
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.
(
H
)
A
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A
K
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N
"
O
F
F
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P
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S
I
T
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N
.
5.
6
NO
T
I
F
I
C
A
T
I
O
N
:
C
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N
T
R
A
C
T
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A
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A
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.
5.
7
EQ
U
I
P
M
E
N
T
S
H
A
L
L
B
E
T
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S
T
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D
P
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1
7
.
0
.
5.
8
CL
E
A
N
U
P
:
C
L
E
A
N
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P
A
L
L
D
E
B
R
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A
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B
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K
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.
PA
R
T
5
-
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D
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1
-
G
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A
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C
T
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1.
1
SC
O
P
E
:
T
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.
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T
2
-
P
R
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S
2.
1
FI
L
L
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A
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A
L
:
S
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A
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.
2.
1
.
1
PE
A
G
R
A
V
E
L
:
S
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A
L
L
B
E
C
L
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A
N
,
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A
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A
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1
/
8
"
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3
/
4
"
.
2.
1
.
2
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O
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:
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8
"
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M
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A
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1
/
2
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.
2.
1
.
3
BA
C
K
F
I
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A
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.
NO
T
E
:
MA
T
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A
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C
-
3
3
P
A
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7
.
1
F
O
R
Q
U
A
L
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T
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A
N
D
S
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N
D
N
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S
S
.
F
I
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L
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A
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A
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A
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A
N
3
%
P
A
S
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I
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A
#
8
S
I
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.
D
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OF
9
5
P
O
U
N
D
S
P
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R
C
U
B
I
C
F
O
O
T
.
3.
1
PR
O
T
E
C
T
I
O
N
S
:
P
R
O
V
I
D
E
A
D
E
Q
U
A
T
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S
H
O
R
I
N
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,
B
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A
C
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,
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B
B
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.
C
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P
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A
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A
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A
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T
P
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A
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N
S
T
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S
A
F
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Y
.
3.
2
LA
Y
O
U
T
:
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
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P
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S
.
3.
3
EX
C
A
V
A
T
I
O
N
:
E
X
C
A
V
A
T
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T
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L
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,
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D
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A
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,
P
L
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A
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D
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FUELING SPECIFICATIONS
RR
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
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1
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8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
3.5PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON-HARDENING PIPE SEALANT TO INTERNALBUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS.3.6THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHINGTO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NON- METALLIC BUSHINGSWHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.3.7WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, 7-ELEVEN'S LOCALCONSTRUCTION ENGINEER MUST BE NOTIFIED.3.7.1WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEM(S) ANDPROPERLY SIZED PUMP(S).3.7.2ANCHOR STRAPS: DEAD MAN AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLACE6" FROM OUTSIDE VERTICAL LINE OF TANK(S) AS DENOTED ON DRAWINGS.3.7.3TIE DOWNS: SUPPLIED BY TANK MANUFACTURER.3.7.4TAKE-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.3.7.5STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS.3.7.6COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALTIMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL.3.8LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, UTILIZING LIFTING LUGSPROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENTSIZE, DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED,DENTED,DROPPED OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'SREPRESENTATIVE IMMEDIATELY CONTACTED FOR RE-CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICEOR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO.3.9BACK 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 DROPBACK FILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. BACKFILL PLACEMENT PER MANUFACTURER INSTALLATION SPECIFICATIONS.3.10BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER) TO AVOID SHIFTINGMOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS INTANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL.3.11PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATIONFROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATIONSHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BEALLOWED TO ACCUMULATE IN EXCAVATION. DE-WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY AS POSSIBLE.PART 3 - INSTALLATION - CONTINUED PERFORMANCE SPECIFICATION - CONT.SECTION IVTANK INSTALLATION - CONTINUEDSECTION VCONCRETEPART 1 - GENERAL1.1SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCESREQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE.PART 2 - PRODUCTS2.1 MATERIALS:2.1.1AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES ORAPPROVED EQUAL.2.1.2PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE II WHERE WATER SOLUBLE SULFATESARE PRESENT.2.1.3AGGREGATES: CONFORM TO ASTM C-33.2.1.4WATER: SHALL BE CLEAN AND POTABLE.2.1.5SAND: CONFORM TO ASTM C-144.2.1.6STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE)YIELD STRENGTH 60,000 PSI.2.1.7ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITHHEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, INC.2.1.8FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED.2.1.9EXPANSION 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" BELOWTOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER.2.1.10CALCIUM CHLORIDE: NOT PERMITTED.2.2CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETESTRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, SHALL BEDESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OFCONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIRCONTENTS SHALL RANGE BETWEEN 4% AND 7%.
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5
.
0
FUELING SPECIFICATIONS
RR
TLH
FU
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
1.1SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCESREQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE FURNISHING AND INSTALLATION OF COMPLETEELECTRICAL WORK INCLUDING:1.1.1ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANEL BOARD OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC.1.1.2CONDUIT AND WIRING SYSTEM FOR INTERCOM.1.1.3WIRING SYSTEM TO SERVE ALL ELECTRIC-USING DEVICES, LIGHTING FIXTURES, PUMPS, CONTROLEQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING EQUIPMENT.1.1.4POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT.1.1.5ALL CONDUITS, CONNECTIONS, WIRE AND STUB-OUTS FOR FASCIA SIGN(S) (WHEN SHOWN), CANOPYLIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS.1.1.6CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT" ON DRAWINGS.1.1.7ALL TRENCHING, EXCAVATIONS AND BACK FILL AS REQUIRED IN CONJUNCTION WITH ELECTRICALWORK.1.1.8INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS, BUTWHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE.1.2CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY COMPANY, LOCAL, STATE, OSHA,NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY.REPORT TO OWNER IMMEDIATELY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES. PROVIDE INSTALLATIONSUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED HEREIN.1.3PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES, AND TAXES.1.4PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION TO ENTIRE INSTALLATION SOTHAT THE ENTIRE PROJECT CAN BE COMPLETED PER CONSTRUCTION SCHEDULE.1.5CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS NECESSARY FOR ELECTRICAL WORKUNDER DIRECTION OF GENERAL CONTRACTOR. WORK FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BECORRECTED AT THE DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK TO BEDONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE ELECTRICAL SUBCONTRACTOR.PART 1 - GENERAL PERFORMANCE SPECIFICATION - CONT.SECTION VIIELECTRICAL WORK2.1IDENTIFICATION OF EQUIPMENT AND WIRING: PROVIDE IDENTIFICATION WITH DYMO TAPE OR EQUAL FOR ALL SERVICEENTRANCE AND DISTRIBUTION EQUIPMENT INCLUDING MAIN SWITCH GEAR, PANELS, DISCONNECT SWITCHES, CONDUITS,ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS AND MOTORS.2.2LIGHT FIXTURES: TO BE PROVIDED BY OWNER.2.3CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE WITH THE SPECIFIC APPLICATION OFLOCATION INDICATED.2.3.1STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED STEEL CONDUIT. USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS. NO PVC OR RNC CONDUIT ALLOWED.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 FOR FIRST 10' OF RUN. TRANSITION TO RIGID NONMETALLIC CONDUIT (RNC) WHERE ALLOWED BY JURISDICTION. RUN PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO THE WEATHER; FOR ENCLOSING MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR MECHANICAL PROTECTION ORWHERE SPECIFICALLY INDICATED.WITH THE EXCEPTION OF THE FIRST 10' AND THE LAST 10' OF THE UNDERGROUND RUN AND ONLYWHERE AHJ ALLOWS, RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNSIF CONDUIT IS BURIED AT A MINIMUM OF 2'.2.3.2SEAL-OFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS, AUTO GAUGING, SUBMERSIBLE PUMPS AND N.E.C. CLASSIFIED AREAS (REF G9.1).2.3.3N.E.C. APPROVED WEATHER PROOF WIRE PULL BOX.2.4CONDUCTORS:2.4.1FURNISH 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 COLORCODE OF NEC.2.4.2SHIELDED 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 UPTO 1000 FEET OR 14 AWG FOR RUNS UP TO 2600 FEET. DO NOT DAISY CHAIN COMMUNICATIONWIRING.- INSULATION SPEC IS 300V, PVC INSULATION, TYPE TFFN OR MTW, UL APPROVED GASOLINE AND OILRESISTANT.2.5SPLICES AND CONNECTIONS: PROVIDE SPLICES ONLY IN READILY ACCESSIBLE OUTLET BOXES. PROVIDE INSULATEDPRESSURE CONNECTORS OR "CRIMP-ON" SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORSSHALL BE 3M "SCOTCHLOK", BUCHANNAN SPLICE CAPS WITH INSULATED WRAP, OR IDEAL "CRIMP-SLEEVES" WITH SCAPCAP INSULATOR OR EQUAL.2.6PANEL BOARDS:2.6.1BRANCH CIRCUIT PANEL BOARDS: PROVIDE FLUSH-MOUNT CIRCUIT BREAKER TYPE PANEL BOARDSWITH 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.2.6.2SUBSTITUTES: DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE, CLASSIFICATION AND QUALITY INACCORDANCE 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.PART 2 - PRODUCTS
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FUELING SPECIFICATIONS
RR
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Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
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:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
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0
5
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1
8
ARCHITECTURE CIVIL ENGINEERING MEP ENGINEERING
10755 SANDHILL ROAD, DALLAS, TEXAS 75238
TEL: 214-343-9400 www.dimensiongrp.com
Documents prepared by The
Dimension Group are to be used
only for the specific project and
specific use for which they are
intended. Any extension of use to
other projects, by owner or any
other party, without the expressed,
written consent of The Dimension
Group is done at the user's own
risk. If used in a way other than
that specifically intended, user will
hold The Dimension Group
harmless from all claims and losses.
2.3FASCIA:2.3.1VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED.2.3.2REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION.2.3.3MATERIAL SHALL BE ONE OF THE FOLLOWING:A. PRE FINISHED METAL FASCIA SYSTEM.B. PRE FINISHED FASCIA MATERIAL AS SELECTED.PART 2 - EXECUTION PERFORMANCE SPECIFICATION - CONT
.
SECTION IXCANOPIES - CONTINUED3.1FABRICATION DRAWINGS:3.1.1CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS.3.1.2DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS.3.1.3ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF DRAWINGS.3.1.4SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH CANOPY FOOTINGS WERE DESIGNED.3.1.5SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL STRUCTURAL MEMBERS.3.1.6ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENTREQUIRED 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 STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING,DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY.3.1.7DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY.3.1.8ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS.3.1.9ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT 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 STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER.3.1.10CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER POURING.3.1.11ALL 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 440".3.1.12THE 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 LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND.3.1.13INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY.3.1.14CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION.3.1.15IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN.3.1.16ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE.3.1.17FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO APPROVAL OF DRAWINGS BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE.PART 3 - GENERAL
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G1
7
.
0
FUELING SPECIFICATIONS
RR
TLH
FU
E
L
I
N
G
-
U
S
A
Job#:A9-133
Scale:
Date:
Drawn By:
Checked By:
Rev. #Date Description
07/02/19
AS NOTED
SH
E
E
T
:
7-ELEVEN #38628
NEC OF PANAMA LN AND ASHE RD
BAKERSFIELD, CA 93313
7-ELEVEN, INC.
3200 HACKBERRY ROAD, IRVING TEXAS 75063 Pr
o
t
o
1
1
-
0
5
-
1
8
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