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FUEL TANK, UPGRADE
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TOWN OF DARTMOUTH
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
DARTMOUTH, MASSACHUSETTS
AUGUST 15, 2016
SHEET INDEX
No. TITLE i REVISED
COVER SHEET
Cl GENERAL NOTES & LEGEND
C2 EXISTING CONDITIONS & DEMOLITION PLAN
C3 SITE PLAN
T1 PARTSLEGEND
T2 TANK INSTALLATION DETAILS
T3 TANK SUMP & TANK PIPING DETAILS
T4 PLB, BOLLARD & VENT STACK DETAILS
T5 DISPENSER APRON, SECTIONS AND DETAILS
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CHAMFERED EDGES IN GRASS OR O
NONPAVED AREAS
FINISH GRADE aYd'30a�
LEBARON JA00910 CLEANOUT WITH ri, E
LOCKING COVER. SET TOP FLUSH
w/N. GRADE CENTER OF GONG, PAD
6.0 P.V.O. ASTM D3034 I
SDR 35, LENGTH VARIES 6" GRAVEL BORROW I
W/ THREADED CAP NEAR FG I COMPACTED IN 6" LAYERS
SEE DPW SPECIFICATIONS FOR DETAILS O 4 I
6'x6'x6' P.Y.C. TEE WYE 4� J a z m
—CRUSHED 3 ,
/ STONE n a
- ----.----`-----. -- CAPPED END OF
CONNECTION
6'0 P.V.C. PIPE
z
DETAIL OF DRAIN CLEANOUT Q `'T
z wz � S
N.T.S. W O
� 4
t-
GENERAL SEQUENCE OF CONSTRUCTION
EXISTING FUELING OPERATION MUST REMAIN FULLY FUNCTIONAL DURING CONSTRUCT".
1. INSTALL NEW 5.000 GALLON UST (WEEKEND INSTALLATION)
F
2. INSTALL FUEL PUMP CANOPY COLUMNS, CANOPY, ISLANDS DISPENSERS, FUEL PIPING
AND FITTINGS AND ALL OTHER ITEMS ASSOCIATED WITH NEW FUELING OPERATION.
o
NEW FUEL PIPING SHALL BE INSTALLED WITH PROVISIONS TO MAKE CONNECTION TO
EXISTNG TANKS.
3. CONNECT NEW FUEL PIPING TO NEW 5,000 GALLON UST AND NEW DISPENSERS
4. CONNECT EXISTING TANK FUEL PIPING TO NEW FUEL PIPING AND NEW DISPENSERS
5. UPGRADE EXISTING TANK COVERS WITH NEW COVERS MEETING CURRENT CODE AND
PROVIDE NEW CONTAINMENT COLLARS. ADJUST COVERS TO NEW GRADE
6. MILL PAVING TO ACCOMMODATE NEW GRADES (BY OTHERS)
H
7ANSTALL NEW CONCRETE PADS UNDER CANOPY AND OVER NEW AND EXISTING TANKS
7
g
&REMOVE AND DISPOSE OF EXISTING DISPENSERS, ISLAND, BOLLARDS ETC.
e
9. PAVING (BY OTHERS)
4' CLEANOUT PLUG
24' SQ.x8"(H)-
POURED GONG. PAD.
TOP TRENCH=98.50
MIRAFI 14ON—�
FILTER FABRIC
OR EQUAL
I 1
4" PVC
INV.=94.0 BOT. TRENi
\I \\ v 10" PVG
1\ INV.=95.89
rn
E O�jE PUMP 1
RIM/TOP 4
99 \\�
LEBARON JLAD0910 CLEANOUT WITH
LOCKING COVER. SET TOP FLUSH
w/FIN. GRADE. CENTER OF CONC. PAD
06
SEE STD.
PAVING DETAIL
�BY
Q
FINISH GRADE OTHERS
O WW 0
J
--- -�-------
Q �r�. DI, WASHED CRUSHED TO 116
STONE TRENCH
Q
Q
CAP END
(y
PVC PI 6"PERF. PVC PIPE 2' a INV =9B75
w LL = Z J 0)
F— �QWti
UNDISTURBED
EARTH
W 0
Z ml l al
� W
LL' G)
OVERALL
OVERALL LENGTH 20'
� LL
(WIDTH = 10')
W
Z
SECTION THRU INFILTRATION TRENCH
J.T.S.
DRAWN BY CHECKED BY
P D DTH
APPROVED BY DATE
DTH 8/15/16
KALE: JOB NO.
1'=20'
C3
'14
PARTS LEGEND
may.
h
SECTION 100 - UNDERGROUND TANKS
MOHAWK CANOPY OR PRE -APPROVED EQUAL)
POLICE STATION UPGRADE EQUIPMENT AS NOTED BELOW OR (PRE -APPROVED EQUAL)
tot (1) 3,000 GALLON (8' Dk X 25') DOUBLE -WALL FIBERGLASS TANK WITH WATERTIGHT SUER, HOLD DOWN STRAPS, DEADMAI PKO
UNDERGROUND GASOWE SID AGE TANK
54'(L)X24'(W) CANOPY
xy
(CONTAINMENT SOIXIONS OR APPROVED EQUAL) SUPPLIED BY OWNER.
NUMBER OF COLUMNS: 2
102 10 GA SFEB_ FEAR PLATE
COLUMN WIDTH SPACING: 12'-12'
- (1) 9853KTWIM OF CASBIY ATLAS 24OSE, 1-PRODUCT HIGH GALLONAGE SUCTION PUMP W/ ELEC D
DISPLAY
103 CONTAINMENT SOLUTIONS PRECAST CONCRETE DFADNEN OR APPROVED EQUAL
COLUMN LENGTH SPACING: 12'-30'-12'
- (1) PA039400201 GASBOY ISLANDER PLUS 24M MECHANICAL pUNP CONTROLLER AND TERMINAL
v 0 4
0� � m
104 HOLD DOWN STRIPS N' TANK MAMIFACRJRETL
- (1) K5612K001 GASBOY %BET 94C E SfTE LIE HEAD OFFICE SOFWARE
3 o
105 3/4' GALVANIZED TURNBUCKLE ASSOVBLY W/ HOOK ENDS. (TB-3418)
CLEARANCE HEIGHT: 14'-6'
- (1) MWse08o17 CAM RS-485 CFN PLUS PUMP INTERFACE CARD
? „J <
�Ly �
TOES
107 8' THICKCONC. PAD W/ 6 X 8 10/10 WIRE
BURIAL DEPTH: 1'
- (1) AWEOOXTR-PAR AVALAN WFESESS 900 Mtr DUTOODR WIRELESS MOM RADIO BRIDGE
a Q Z
RFINF(1R(EMENf. (H-20 LOADING)
108 j5 REliARS 0 8' O.QEW.
REBA
GUTTER TYPE: PERIMETER
- (1) PAD4020000 CAMMFARE Poo CONNECTED1D FHO TO READ CONTACRESs rocs OR (PRE -APPROVED EQUAL)
L ^^
0
(IYP.)
109 PEA GRAVEL. BACKHLL AROUND TANKS TO EXTEND 12' BELOW
DRAINAGE: INTERNAL
- (1) CAM ISLANDER PLUS 9800 SERIES ELECTRONIC PUMP 3 DISPENSER FIIEL MANAGEMENT SYSTEM OR (PRE-APPItOV6D EQUW
BOTTOM OF TANK C".)
MUST HAVE MIN. Dk OF 1/8' AND MAIL IDA OF 3/4' (PER CONTAINMENT SOIAONS GUIDELINES)
IMAGE: UNBRANDED
- (1) 1-210o-PE1R OPW 5 GALLON EVR THREADED -OBI DURATUFF BASE SPILL CONTAINER W/ PLUG OR (PIE -APPROVED EQUAL)
O Wa
110 1' THICK COMPRESSIBLE FOAM BOARD (TYP.)
FASCIA SYSTEM: 36' WHITE ACM
a Z
4'
111 S4 SLOTTED P.Y.C. OBSERVATION WELL CAP EACH OBSERVATION WELL c% LOCKING GRIPPER CAP.
GRAPHISC: NONE
MINIMUM OF 2 WELLS TO BE INSTALLED (QPPOSrrE CORNERS). INSTAL ADDITIONAL WELLS F REQUIRED BY LOCAL CODE
9GNAGE: NONE
DECK PANS: P-16 20GA WHITE SMOOTH
LIGHT TYPE: (9) BXCCAOA13-UW CREETA BETA, CPY250-A-DM-F-B-UL-W4, CPY SERIES
O
SECTION 200 -ISLANDS dK BOLLARDS
201 (2) 3VY x 121 X 911 STAINLESS On ISlN87 FORM W/6' RADIUS CORNERS BY BURTCO OR (PRE -APPROVED EQUAL)
202 (4) 3.5'OD D1 X 36iN X 56-H U-SHAPED PIPE BUM 11983-353656-SS BY INNORAST OR (PRE -APPROVED EQUAQ
LED CANOPY LIGHT FIXTURE W/
-VERSION 'A'
-DIRECT MOUNTING CONFIGURATION
SECTION 300 - TANK TOP EQUIPMENT MUST BE EVR APPROVED PER STATE REGULATIONS)
301 (3) 65-8012-WC lRBVERS4L 8' ROUND WILED ACCESS MONITOR WELL MANHOLE OR (DIRE -APPROVED EQUAL)
(3) 781-418-09-SR E1WI 18' MANHOLE X 8.5' SKIRT w/STEEL COVER OF (PEE-AP%EOVED EOIWL)
-FLAT LENS OPTICS302
-122W INPUT POWER
303 (3) 0716-0044C ELco WHEATON 44' coMposTE MANHOLE, 10' smRT, CAMLDCK
-120-277VAC UNIVERSAL VOLTAGE
3ua
-WHITE FINISH
FS
co
CONDUIT: (2) 1'
F
-
306 (3) 705-555-102CI-GKT EBW 5 GALLON DOUBLE WALL DEFENDER SERIF$ APT, NO DRAIN, GREY EPDXY COATED CAST IRON COVER MANHOLE
ALL STRUCTURAL STEEL SHALL BE PAINTED WITH A RUST INHIBITIVE (GRAY OXIDE) PRIMER
307 (3) 705-490-02CI-CAKE EDW 5 GALLON SINGLE WALL, NPE, aEr EPDXY COATED CAST IRON COVM, RCA MANHOLE
CONTRACTOR TO INCLUDE PROFESSIONAL ENGINEER STAMPED DRAWINGS
® (3) 60-1280 UNIVERSAL 18' ROUND MANHOLE W/8' SKRtr
DRAWINGS MUST INCLUDE DESIGN OF FOOTINGS.
® FSMS12M HOSE MASTER FIE-SHFLD 2' x 127 BRAIDED STAINLESS STEEL FLEX CONNECTOR COUPLED MALE x MALE SWIVEL
MISCELLANEOUS M34S
310 C/138 X SO F.W. WEBB 3/8' X SO' COPPER TUBING
- (1) KS612KDO2 CASBOt' 5-SITE FLEET HEAD OFFICE SOFTWARE, NCIIAE SOFTWARE SpRRP s TRAxNG OR (pRc-APFTbvTD EQUAL)
311 (3) 71SD-4000 OPW 4' 2-POINT CATB APPROVED VAPOR TIGHT OVERFILL PREVENMN VALVE (W UPPER TUBE, 93' LOWER RIBtj
312 (3) IOBHMP OPW 1S' DOUBLE POPPET MALE TOP EMERGENCY SNIITOFF VALVE (REPLACES 10RMSP)
-(1) PA04020000 GASBOY MIFARE POO COFiECFED TO FHO TO READ CDNTACTLESS TAGS OR (PEE -APPROVED EQUAL)
31J (3) MOO-124S EMCO *EATON 4' BRASS SWIVEL FILL ADMTFR. 5' NIGH
-0) GASBOY ISLANDER PLUS 98M SERIES ELECTRONIC PUMP k DISPENSER FUEL MAWMENT SYSTEM OR CAE-APPRM Mk)
314 (3) 634TT-7085-EVR DPW 4' ENHANCED TOP SEAL FUEL CAP
-(200) M6799MI CASBOt' MFARE D.EE CONTACRESS TAG OR (FIE -APPROVED MEAL)
315 (3) A0076-124S EMCO WHEATON 4' BRASS VAPOR SWIVEL AMPLER
316 (3) 1711T-7085-EVR DPW 3' ENHANCED VAPOR RECOVERY VAPOR TOP SEAL CAA
-(2) 099039 GASBOY MAW PUTS ANNUV. SOFTWARE SUPPORT OR (PRE -APPROVED EQUAL.)
-(3) LAM-2313-T APT CASbOY LARGE MOUTH DISPENSER SUED OR (PRE -APPROVED EQUAL) .
-(3) SDK-25 APT STAEILZER BAR KR WITH 10.125'-14.375' OPENING RANGE OR (PEE-APPRM EDW.)
SECTION 400 - VENDER ROOT EQUIPMENT
401 (2) 305XPA-I2O0AEVR MORIRISON BROTHERS 4' TANG MONITOR CAP AND ADAPTER WITH 1/2' CONDUIT HOLE
dui
-(1) 116-056-5 RED 4A2ET FXN GASOUNE MIDDO CAI LINE LEAK DETECTOR OR (FIE -APPROVED ED AL)
-0) 116-055-5 RED JACKET FXA DIESEL MECIMCA. LINE LEA( DETECTOR OR (FIE-ApPR D EouMj
4vt
® 794380-208 VEEDER ROOT PIPING
-(2) 880-047-1 RED JACKET ISOTROL 1-81? CONTROL BOX WITH RELAY OR (PRE -APPROVED EQUAL)
SUMP SENSOR W/ IT CABLE
® (1) 794390-404 VFFDER
-(2) 033005520 CRANSTON IMMORAL, 4'WB' BLACK NIPPLE REAM k GWIFER OR (PEE -APPROVED EQKAL)
ROOT NTERSITI . HYDROSTATIC SENSOR
-(2) 1-21D1-PEVR OPW 5 GALLON EVR 1HRFAGEDON D RATUFF BATE SPILL CONTAINER W/ PLUG OR (PIE WpF VED MR)
® 330020-012 VEDER ROOT UNNERSN_ SENSOR MOUNTING KIT
® (1) 846390-11D
-(4) I1BP-0400 OPW 11B UNLEADED NOZZLE W/ BLACK HANDWARLIER OR (PRE -APPROVED EQUAL)
06 TQ
VEIDQI ROOT 6' O.1-0%i MAC PLUS PROBE
409 (i) 886100-000 VEEOER ROOT
-(4) 5323771240 GOODYFM 3/4'x10' FEXSIEEL KARDWNL HOSE CPLD MALE X MALE FADE OR (FIE-AP%tOVED EQUAL)
d W) (Q
4' PHASE SEPARATION ARATION DETECTING FlDAT KIT W/ 5' E
410 (1) 846400-001 VOW ROOT DIESEL MAC PLUS PROBE INSTALLATION KIT W/ 5' CABLE AND 4' RDAT
44) 227375 HUSKY 3/4' SAFETY BREAK 3 WHIP HOSE ASSEMBLY OR (PRE -APPROVED WA)
CONSISTS OF 2273 VALVE 3 2275 HOSE ASSEMBLED
O olfix
0 Q
Z Q �'. (J
4I1 (1) 330010-425 VEEDER ROOT TLSJSOR PLUS EDERNET TCP/P COMMUNICATIONS INTERFACE MODULE MEC MIC RECONpUATM REQUIRED)
-(4) 45-5060 OPW J/4' HOSE SWIYFL OR (PRE-APPFEOVED EQUAL)
-(2) 7H-5100 DPW I' M4LDW NOZZLE W/ RDWLDCK, GREEN HANDWWWARLER WIDE OUT SPOUT RING OR (PRE -APPROVED EOM)
a _j
W U C7 �1
(D
W 0_ �.
SECTION 500 -SUBMERSIBLE PUMP kCOMPONENTS
501 (2) 10141-002 RED JACKET P15OUIRJ2 1-1/2 HP SUBMERGED TURBINE PUMP -FACE 104.4'-165' OR (PRE -APPROVED EDW)
-(2) 53232713202069 GOODYEAR 1'z20' RDbTn RARDWALL HOSE, CPD MALE N MALE OR FIE-Mf RM EQUAL
( )
�
�° Z O
HUSKY I. SAFETY BREAK 3 WHIP NOSE ASSEMBLY OR (PRE -APPROVED EQUAL)
-(2) CONSISTS
CONSISTS ff 2276 VALVE h 2277 HOSE ASSEMBLED
-(2) 45-5075 DPW 1'z1' HOSE SWIVEL OR (PRE -APPROVED EDIAL)
� 0
Q LLLJ
F W <
J
d W W M Q
SECTION 600 -ENTRY BOOTS dt TEST REDUCERS
601 8-33-0 BRAVO 3' DOUBLE SIDED ENTRY BOOT W/COALED STAINLESS SFFL. CLAMPS
602 5-17-D BRAVO 3/4' OR 1' DOUBLE ENTRY BDOT W/ COATED STOLERS STEEL DAMPS
-(4) 6100-AGM POMECO HOSE RETRACTOR L65 CLAMP, W/ 190 WEIGHT FOR BREAKAWAY OR (FIE-M%tOMEDD EQUAL.)
D _ (� Q
LL
® lOA-30M OPW REXNORKS 3' X 2' TEST BOOTS W/ AR SIM
-(2) 870 UNIVERSAL HOSE RETRIEVER OR (PRE -APPROVED EQUAL)
-(2) 1DOHO-100 UNNTNSA. FEIRACRDR CRADLE FOR i' HOSE OR (PRE -APPROVED EQUAL)
-(4) K34211 GLBRACO 3/4' HOSE CLAMP KIT OR (PRE -APPROVED EQUAL)
W ,T�
Z q�
PIPING
- ALL FUEL APING SHALL BE 1-1/2' DIAL APf PIPING AND FITTINGS OR (PRE -APPROVED EQUAL)
- ALL VENT PIPING SHALL BE FBERCIASS AO SMITH OR (FIE-MPNOVFD EQUAL)
DISPENSER
- (2) 985310(TW1 OF CASBDY 22GPM, 2-PRODUC17, 2-HOSE DISPENSER W/ SIDE LOADED NOZZLE BOOTS 3 INTERNAL FILTERS OR (PEE-ppIPROVED EQUAL)
DRAWN BY alln¢D BY
PD DTHH
APPROVED BY DATE-
DTH BA*3,16
SCALE:
AS SHOWN
JOB7N0.
T1
APRON REINFORCEMENT APRON REINFORCEMENT f5 OBSERVATION WELL
6x6:10/10 HIRE AIESI, REBAR O 8' O.w5W. BOTTOM TYPICAL OF 2
TOP REINFORCEMENT ONLY REINFORCEMENT ONLY OPPOSITE CORNERS
ENTIRE APRON AS ILLUSTRATED
2 TANK TOP APRON -PLAN VIEW
N.T.S.
FROM OTHER TANK EIXIIPMENT
NOTE
NEW DIESEL SUBMERSIBLE PUMP 3 PROBE TO BE
INTERCONNECTED WITH E)aSBNG DIESEL TANK
8,000 GALLON DIESEL TANK ELEVATION
T2 N.T.S.
SEE GEOTECHNICAL REPORT
FOR BACKFlLL REOUIRNTN�
APPROVED BACKRLL
SEE SPECIFICATION
GEOTEXTILE MATERIAL -
PLACED: 24' ABOVE TOP OF
TANKS, 30' TO BOTH SIDES
OF TANKS, 12' BELOW
BOTTOM OF TANKS
BACKFlLL NITHIN GEOTEXDLE
USNG MANUFACTURER'S
APPROVED MATERIAL ONLY AND
PLACED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS
APRON REINFORCEMENT
6x6x1O/10 'MRE MESH
TCP REINFORCEMENT ONLY
12' PEA CRAVED
BEDDING UNDER
TANKS (M.)
3 TANK FIELD CROSS SECTION
T2 N.T.S.
APRON REINFORCEMENT 05
R®AR O 8' O.C.E.W.
BOTTOM REINFORCEMENT
ONLY AS ILLUSTRATED
EXISTING /
IgII 5,000 GALLON
p DIESEL TANK
�gl Itll I��CI /
rt
----
—
—
ANCHORING
•I
DEADMEN
(TYP.)
.1
i
HOLD DOM
STRAP (TYP.)
O
a O
Y
8,000 GALLON
DIESEL TANK
.i
6'-10 1
V-7 1/4'
r,-,D'
3'-3 7/8'
5-S 7/6'
25'-0'
4 TANK DEADMAN ANCHORING PLAN
k,V N.T.S.
J WZS 0
W O
0 ZZ Q Q
0
��
g�Z5z Jo
r� 2
<
cn �U�
Z LLJ
Y j
Uto
-
� rn
DRAW BYy WECI® BY
RU DTI
APPRO`.�'J SY DATE
DTI 5115AS
SCALE. JCB NO.
AS 410MNI
T2
DIESEL PRODUCT LINE
TO GAS ISLAND
BRAVO FLEXIBLE ENTRY
601 FITTING 9-33
BELL x MALE ADAPTOR —
4' GALV. CAP
328
,--OPW FLEXWORKS LCX TERMINATION
/ FITTING WITH TEST PORT
UNPAVED
r 8' LO
1-1/2 H.P SUBMERSIBLE TURBINE PUMP
501 (RED JACKET OR
(APPROVED EQUAL)
405 SUMP SENSOR
ELL (TYP.)
1-1/2 H.P SUBMERSIBLE—
EIINE PUMP
501 (
,RR
ED JACKET OR
(APPROVED EQUAL)
408 VEEDER ROOT
NAG PLUS PROBE
405 VEEDER ROOT
SUMP SENSOR
DIESEL
-COPPER TUBE
-VEEDER ROOT PU D 415
ROOT PLLD 415
� 4' CiALV. CAP 328
MANUAPPLY FIBERGLASS RESIN (SUPPLIED BY
FACTURER) TO SEAMS OF SUMP.
APPLY FIBERGLASS fi�SN & MESH TO
EXTERIOR SEAMS (TIP- ALL SUMPS)
COPPER TUBE 1/8' PER 1' MN. SLOPE FROM
RAVO FlDKIBLE ENTRY
FITTING B-33
601
TYPICAL DIESEL TANK SUMP PLAN
T3 N.T.S.
8'
--11111IN. 4' CLEAR AT ALL
APT PIPING(TYP•) PIPE CROSSINGS
O -/ P
SLOPE 1/8- PER FOOT �- I
(MIN.)
TYPICAL PRODUCT PIPING PRORIE
uST
�T FRP VENT PIPE
SLOPE 1/8' PER FOOT
(MN.)
TYPICALTYSCAL TANK VENT PIPING PROFILE
(STE SPECIFIC INFORMATION TO BE INPUT / VERIFIED BY G.C.)
ATYPICAL PIPING PROFILE
J N.T.S.
4 MN. BURY
7' MAX BURY
OF TANK
UST
5� Usf
7T
�bF
.AD
4 MIN. BURY
-
i MAX BURY
OF TANK
L
C, a
z
3 O F
`
U r U) o
� � U
n. z
oQL
4]
� w
O U N 4
Lo
O
o
1 1/2- ASPHALT (TOP COAT)
2- ASPHALT (BINDER) 8' 40DO PSI 3/4' MIX
8' PROCESSED GRAVEL WTH FIBERMESH
12- 12'
3' FIBBRCAST
VENT LINE (SMITH FIBERCAST) 4'
0 0
APT PIPING
50' mTn.
(NOTE REFER TO MANUFACTURER REQUIRED STANDARDS.)
4 TYPICAL CROSS SECTION OF PIPING
T3 N.T.S.
r5
F
Y-O'
cn
Q
W 01
REGULAR PRODUCT LINE
a LU O)
TO GAS ISLAND
STABILIZER BAR
0 O p (if:
BRAVO FLEXIBLEENTRY
Z Z Q Q
601 FITTING B-33
DPW FLEXWORKS LCX
201 DISPENSER ISLAND
�_ Q
BELL x MALE ADAPTOR
TERMINATION FITTING
WITH TEST PORT
DISPENSER APRON a.
a'
d 0-
Y �0- C:
Z O� Y i�
z' BALL VALVEe
d
�0- Z
324
-
d < W; ..• F-
C6
LL LL,
FLEX CONNECTOR
j
(
DISPENSER WMP
a
?
>> LL
CT)
309
w
Y Z �)
VEEDER ROOT MAG
PLUS PROBE
`
\\\
i
(
Z
~
405 SUMP SENSOR
- p
ENGINEERED COMPACTED GRANULAR FILL DISPENSER CCNDUIT (TYP.)
8- MIN/12- MAX TO BE RACED PRIOR TO
1-1/2 HP SUBIMBtSBIE
4' GALV. CAP
SLAB, REFER TO CEOTECHNICAL REPORT
TURBINE RUMP
O (RED JACKET OR
328
NOTE:
CONTRACTOR TO PROVIDE SUMP SENSOR CONDUIT
(APPROVED Eau)
DRAT` BY
XELTLPI BY
2- ELL (TYP.)
5 TYPICAL DISPENSER SUMP DETAIL
AP
APPROVED BY
W
DALE
REGULAR
T3 N.T.S.
DTH
SCALE.
ep5/1e,
JOB NCO.
AS SHOWN
ATYPICAL REGULAR (STEEL TANK) SUMP PLAN
TS N.T.S
T 3
3/4'
48" max
TYPICAL APRON CORNER AND GROOVE SPACING DETAIL_
® PRESSIRE(GASg1NE�\
3' PIPE SCH.40—
GALVANIZED VENT
PIPE RISER
3'0 SCHAD SUPPORT PIPE
F3MBEDOED m S -0' INN
�TOPP TTO BENCAPPPPEEDD
4' OIA VBHIE2E PROTECTION BOLLARD
W/ AI�VES & REFLECTOR TAPE
(TYPICAL BOTH SIDES)
2'-3•
(7, STUB/CAP 3/4'
CONDUIT ABOVE SEAL FITTING
4 3/4'
NOTE:
1. THE POSRIVE LIMITING BARRIER TO BE 5 CONTINUOUS V GROOVES
3/4'x3/4' DEEP, ON 4 3/4' CENTERS WITH CROSS INTERCONNECTING GROOVES,
EQUALLY SPACED ON MIN. 12" MAX. 48' CENTERS.
2. V GROOVES SHALL BE TROWELLED IN CONCRETE SLAB.
3. V GROOVES SHALL BE A CONSTANCE WIDTH AND DEPTH FOR THE ENTIRE APRON.
ll�
_
4. GROOVES MUST BE KEPT CLEAN OF DIRT AND DEBRIS.
S. GENERAL CONTRACTOR TO REFER TO THE FIRE SUPPRESSION PLAN FOR PLB PLACEMENT.
THIS SECTION THE
CONCRETE APRON TO
REMAIN LEVEL
1 1/4' DEEP GROOVES
90' CORNER AND GROOVE SPACING DETAIL
POSITIVE LIMITING BARRIER DETAILS
T4 N.T.S.
OPW 23-0033 OPEN 321
ATMOSPHERIC VENT
CAP (DIESEL).
2' PIPE SCH.40
GALVANIZED VENT
PIPE RISER (DIESEL)
6'
DP— MIN. 1/8' PER " ri I' - (• °i (� ' N-Utk MIN. I/B" PER
FOBACK TD TANK ( FOOT BACK TO TANK
FRONDED 4 MIN DOGLEG
PDED 6' ((MMIN)) OOGIEG �'� -- 7'Q PROVDE1LTY) N
TROVIDE FLE7aBILTYON 12' 2 OAAIETER FRP ITYP3D,AMETER FRP (TIP) ,
8 Cm 3/4Y CONDUIT STRAPPED TO EXTERIOR
GALVANIZED DOUBLE SWING JOINT -r OF THE 3'L SUPPORT (FOR FUTURE USE)
TO CCMSIST OF GAL 90 DEGREE I
GIPPL 90 DEGREE 0 D GREV.
HIPPIE AND GAL ED DEGREE ELL W/ ADAPTER 12y SONG TUBE
CQNQTETE FILLED
5-0 BURIAL
NEW VENT CLUSTER,
NOTE
1) ALL GALVANIZED STEEL PIPE IN CONTACT WITH BACKFILL STALL BE COATED WITH 1/8' FIBERGLASS COATING,
1/S' EPDXY RESIN, OR MASTIC
2) ALL PIPE, SUPPORTS AND HARDWARE TO BE GALVANIZED.
3 VENT CLUSTER ELEVATION DETAIL
T4 N.T.S.
GROOVES 3/4' DEEP MIN.
4 4 4 L
1 1/4' DEEP MAX
2 1 'FOR
WIDTH
O�REMMAINN
1 1/4 DEEP GROOVE
CDEPO STTAN
112'FOR
3/4EEP DGROOVE
ASPHALTIC SEALANT
THIS SECTION OF 7FO
CONCRETE APRON TO
REMAIN LEVEL
1 1/4- DEEP GROOVES
ENGINEERED COMPACTED GRANULAR RL
6' MIN/12' MAX TO BE PLACED PRIOR TO
SLAB, REFER TO GEOTECHNICAL REPORT
P-U BONIAL (2) 3 4'0 CONDUIT STRAPPED TO EXTERIOR
OF E 3 ♦ SUPPORT (FOR FUTURE USE)
3' U-BOLT ----� 1411-
3' U-BOLT
2' PIPE SCHAD
•'-� GALVANIZED
,\\
CALVANZED
3' PIPE SCH.40
2' U-BOLT
TOP TO BE CAPPED
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jA
4' DIA VEHICLE PROTECTION BOLLARD ��-•%
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(TYPICAL BOTH SIDES)
4
VENT STACK PLAN VIEW
T4
N.T.S.
- ENGINEERED COMPACTED GRANULAR FILL
B' MIN/12' MAX TO BE PLACED PRIOR TO
SLAB, REFER TO GEOTECiNICAL REPORT
GROOVES 3/4' DEEP MIN.
1 1/.' DEEP MAX
GROOVE DEPTH AND WIDTH
TO REMAIN CONSTANCE
4
GASBOY (2) PRODUCT
(2) HOSE DISPENSER
OR APPROVED EQUAL
U-SHAPED
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M s1TYPICAL U-SHAPED BOLLARD DETAIL
It,/ N.T.S.
STEEL CANOPY COLUMN. SEE V
CANOPY MANUFACTURERS
PUN FOR SZE
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(TYP.)
CANOPY COLUMN DRAIN SEE
STE SPECIFIC DRAWINGS FOR
ORIENTATION AND DETAILS
ANDER
LUM.� 800 SERIES
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CIFIC DRAWINGS
DISPENSER CONDUIT SEE SITE
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SPECIFIC DRAWINGS FOR
ORIENTATION AND DETAILS
ENCMIERED COMPACTED GRANULAR FILL
N
8' MIN/12' MAX TO BE PLACED PRIOR TO
SIB, REFER TO GEOTECHNICAL REPORT
SUPPLIED BY CANOPY
MANUFACTURER
DISPENSER ELEVATION
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TYPICAL
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— OUTLINE OF CANOPY
— — — OUTLINE OF CONCRETE PAD
ASPHALTIC SEALANT AROUND
•i PERIMETER CL CONCRETE PAD 1 ::SEALEDJO(NTfXEBi
PHALT
ENG1HCONTRACTION JOINT TYPICAL 4 REApQAROUND ENTIRE ISLAND e (TYP.)TIPICAL EACH ISLAND
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PERIMETER POSRVE 1 I
LIMITING BARRIER DETAIL T4
12'-0
30'-0'
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ri-'\ DISPENSER APRON DETAIL
TS N.T.S.
12'-O' ,COLUMN
COLUMN 12'-0'
[21 DISPENSER APRON SECTION - FRONT VIEW
TS N.T.S.
NOTES -
I. COORDINATE APRON ELEVATIONS WTH CIVIL DRAWINGS AND FIELD
ELEVATIONS
2 DISPENSER SUMPS TO BE SET IN PLACE AND USED AS A FORM TO POUR
CONCRETE AROUND.
1 CONCRETE SPECIFICATIONS
-SOIL BEARING CAPACITY REQ'D: AS PER GEOTECNNICAL REPORT
-GONG. STRENGTH: 4000ps1 O 28 DAYS 3X TO 7S AIR,
TRONFIIID SMOOTH FINISH WITH TWO COATS SEAUNG/WRING COMPOUND.
-CANOPY DOING
CONa STRENGTH: REFER TO DRAWINGS PROVIDED BY
MANUFACTURER
4. ALL EQUIPMENT INSTALLATIONS MUST COMPLY WITH MANUFACTURER'S
SPECIFICATIONS
5. ALL EQUIPMENT AND CONSTRUCTION ARE NEW AND FACILITY IS TO BE
ATTENDED Slf-SERVICE
6. REFER TO CANOPY MANUFACTURERS DRAWNGS FOR SpEgFlC CANOPY
FOOTING OPTIONS.
7. LUMNS UM TO MANUFACTURERS FOR ARCHITECTURAL DETAILS ON CANOPY AND
CO
8. SE CIVIL PLANS FOR ORIENTATION ON SEE, AND FOR TRAFFIC FLOW
6' 4000 PW CONCRETE APRON 1/4' x 1 1/2' DEEP MAX SAWCIUT FILLED WTH
3/4' MIX c/N FIBERMESH SKAR IC S. (SELF LEVELING)
NO REINFORCEMENT CAULKING OR EQUAL
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TS N.T.S.
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ASPHALTIC SEALANT APPLIED
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T5 N..-
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TS N.T.S
SIKAFLEX 1C SL
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DRAWN BY CFIEgOD BY
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APPRDVED BY DATE
OTH AS
T5
STEEL NOTES
1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC SPECIFICATIONS. DESIGN, FABRICATION AND
ERECTION OF COLD FORMED STEEL SECTIONS SHALL CONFORM TO THE LATEST AISI SPECIFICATIONS.
2. STRUCTURAL MATERIALS:
WIDE FLANGE SECTIONS - ASTM A992 OR A572 GRADE 50 (Fy = 50 KSI)
ANGLES / CHANNELS - ASTM A36 (Fy = 36 KSI)
HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GRADE B (Fy = 46 KSI)
PIPE SECTIONS - ASTM A53, GRADE B (L°y = 35 KSI)
PLATE - A36 = 36 KSI)
ROOF DECKCK - ASTM A653, GRADE 40 (Fy F= 40 KSI), GALVANIZED (G60) WITH BAKED ENAMEL FINISH
STEEL OUTRIGGERS - ASTM A653 GR. CS (Fy = 25 KSI), GALVANIZED (G90) PER ASTM 924
STRUCTURAL BOLTS - ASTM A325
ANCHOR BOLTS - ASTM F1554 GR. 36; ASTM A36; OR ASTM A307 MATERIAL (Fy = 36 KSI)
3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI / AWS D1.1
4. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAWING.
5. ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A325 BOLTS. BOLTED JOINTS SHALL BE TIGHTENED TO SNUG TIGHT PER LATEST RCSC
SPECIFICATION.
6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RED -OXIDE RUST INHIBITIVE PRIMER. FIELD TOUCH-UP, FINISH PAINTING, AND MAINTENANCE
SHALL BE THE RESPONSIBILITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED).
7. DESIGN LOADS PER LOCAL BUILDING CODE REQUIREMENTS:
ROOF LIVE LOAD = 20 PSF
FLAT ROOF SNOW LOAD = 45 PSF
BASED ON GROUND SNOW LOAD= 45 PSF
WIND LOADS:
LATERAL = 40 PSF
UPLIFT = 20 PSF
BASED ON 140 MPH, EXPOSURE "B" - ULTIMATE WIND SPEED PER ASCE 7-10
IMPORTANCE FACTOR = 1.0
SEISMIC LOADS:
RISK CATEGORY II, SITE CLASS "D" ASSUMED, SEISMIC DESIGN CATEGORY "B"
Sds = 0.266G, Sdi = 0.10G
SEISMIC FORCE RESISTING SYSTEM IS INVERTED PENDULUM - CANTILEVERED COLUMN, R = 2.0
Cs = 0.133 DESIGN BASE SHEAR = CSXW = 1.4 K/COL USING EQUIVALENT LATERAL FORCE PROCEDURE
DEAD LOADS:
DECK / GUTTER / LIGHTS - 5 PSF
FASCIA - 5 TO 15 PLF (PER DESIGN)
STRUCTURAL STEEL - SELF WT
CONCRETE - 145 PCF
CROSSf
CROSSBEAM 1/4" WEB STIFFNER
(NS / FS)
FRAMING PLAN
SCALE 1/4"=1'-0"
PL-1"x14"x22"
CAP PLATE
4" A-325 BOLTS & NUTS
14 (8 PER CONNECTION)
COLUMN 8" GUSSET
ANGLE 3x3x3/16"
4" A-325 BOLTS & NUTS A All
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ELEVATION
SCALE 1/4"=1'-0"
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TOP DAVID E. SCHA17E
10609 99TH STREET
FLANGE OVERLAND PARK, KS. 66214
LICENSE #42792
TYP.
THESE PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS
ANY USE OF SAME WITHOUT THE
EXPRESS WRITTEN PERMISSION
OF VFS IS PROHIBITED
ALL FASTENERS - #10x3/4" TEKS @ 24" I.C. AND/OR
AT EA. OUTRIGGER UNLESS NOTED OTh RWISE.
2"r 2"x18 GA GALV. (CONT. AT TOP)
2"x2"x18 GA GALV. KNEE BRACE(#KB)
I OCATE AT EACH PURLIN AND FASTEN
TO NEAREST OUTRIGGER
�— 2"x2"x18 GA GALV. OUTRIGGER
#S02 @ 2'-8" O.C(MAX)
(2) #12 x 1 1/4" TEK 5 TEKS
PURLIN
/ S 3 PER OUTRIGGER
"— DECK
CONT. SILICONE CAULK
#14x7/8 LAP TEKS @ 12" O.C.
TYP. END FAS(IA SECTION
— PVC LEADER
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----------11 _________
LEADER COVER -' GUTTER
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ADJUSTABLE PVC DRAIN
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3" NIPPLE & COUPLING SHIPPED
\ _ I LCOSE (SEE DRAIN ASSEMBLY DETAIL)
I I
U"114 H33E71DL1 UCIMIL
FOR APPROVAL / PERMIT
DESCRIPTION
a membereftheImage Resource Group
DAVID E. GFs.
SCHATTE N
STRUCTURAL
No. 42792c
WD
JLH
DES
10/6/16
BY
CHECKED
DATE
REVISION HISTORI
SITE:
DARTMOUTH DPW
976 RUSSELS MILLS RD.
DARTMOUTH, MA.
SIZE:
24' x 54'
2 - COLUMN CANOPY
TITLE:
FRAMING PLAN
AND DETAILS
Phone T�5� 62
JOB NO.
42279
DRAWING NO.
E1 OF 1
FOOTING NOTES
1. OWNER / GENERAL CONTRACTOR SHALL BE REPONSIBLE FOR FOOTING AND ANCHOR BOLT INSTALLATION.
2. ALL FOOTINGS SHALL BE CAST ON LEVEL UNDISTURBED SOIL, ROCK OR PROPERLY COMPACTED SUBGRADE.
FOOTING SIZE BASED ON MINIMUM 1500 PSF SOIL BEARING AT BASE AND 150 PSF PER FOOT OF DEPTH LATERAL
BEARING CAPACITY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL SOIL PERAMETERS.
3. FOOTING CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
4. FOOTING DESIGN BASED ON AN ASSUMED 1'-0" BURY OF THE COLUMNS FROM THE BOTTOM OF BASEPLATE TO
FINISHED GRADE. ANY AMOUNT OF BURY LESS THAN 1'-0" WILL RESULT IN A LARGER FOOTING SIZE.
5.TOPS OF ALL FOOTINGS ARE ASSUMED TO BE AT SAME ELEVATION. OWNER / GENERAL CONTRACTOR SHALL
PROVIDE BURIAL DEPTH FROM HIGH GRADE UNDER CANOPY. WHERE TOPS OF FOOTINGS ARE AT DIFFERENT
ELEVATIONS, THE OWNER / GENERAL CONTRACTOR SHALL PROVIDE THE CANOPY MANUFACTURER WITH ALL
FOOTING AND GRADE ELEVATION PRIOR TO CANOPY FABRICATION. VARIATIONS FROM DESIGN ELEVATIONS MAY
RESULT IN INADEQUATE CLEARANCE AND UNDER SIZED FOOTINGS.
6. OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING NON —SHRINK GROUT UNDER ALL
COLUMN BASES AFTER CANOPY IS LEVELED AND SECURED.
7. FOOTING REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BILLET STEEL BARS WITH SPACING
AS SHOWN ON DRAWING.
8. FOOTINGS ARE ASSUMED TO VE CONSTRAINED BY FUEL ISLAND AND DRIVE MAT CONCRETE. WHERE THIS
CONDITION DOES NOT EXIST, TI IE OWNER SHALL NOTIFY CANOPY MANUFACTURER.
9. ANCHOR BOLTS SHALL BE PLACED IN ACCORDANCE WITH THIS DRAWING. TEMPLATES SHALL BE USED TO
ENSURE PROPER PLACEMENT OF ANCHOR BOLTS. ANCHOR BOLTS ARE TO BE INSTALLED SUCH THAT A MINIMUM
OF 8" OF THREAD IS EXPOSED ABOVE TOP OF FOOTING. BOTTOM OF THREADS SHALL NOT END MORE THAN 3/4"
ABOVE TOP OF FOOTER.
10. ANY DISCREPANCIES BETWEFN THE ABOVE NOTES AND LOCAL BUILDING CODE REQUIREMENTS SHALL BE
REPORTED TO THE CANOPY MANUFACTURER IMMEDIATELY. COMMENCEMENT OF FOOTING INSTALLATION SHALL
INDICATE THAT THE ABOVE NOTE MEET LOCAL BUILDING CODE REQUIREMENTS.
FOUNDATION PLAN
SCALE 1/4"=1'-0"
INDUIT AS REQ'D (BY U 1 HtF-'.,)
1) GUSSETS 3/8"x4"x4"
ANCHOR BOLTS:
14"0x 30" LONG HEADED
ANCHOR ROD W/LEVELING
NUTS & WASHERS (ASTM A36)
ON TOP OF & BELOW BASE PLATE
BASEPLATE 1"x20"x2O"
NON —SHRINK GROUT TO BE
APPLIED & SUPPLIED AFTER
CANOPY IS LEVEL & SECURED
(BY OTHERS)
TOP OF FOOTING
2'-6"
8" THREADED
1 1/4" 0 x 30" LONG HEADED
ANCHOR ROD WITH LEVELING
NUTS & WASHERS (ASTM A36)
ON TOP OF & BELOW BASE PLATE
ANCHOR BOLTS
(4) REQ'D. PER FOOTING
PLATE 1"x20"x20" WITH 8� -" 8"
GUSSETS (DETAIL D1/F1)� ,�-
SECTION A -A
HIGH POINT OF GRADE LOW POINT OF GRADE
;gym A _�- A
0014 — TOP OF ALL FOOTINGS 1AT SAME ELEVATION
Z
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IT3" CLEAR TYP.
5'-6" SQUARE
FOUNDATION DETAIL
SCALE 3/8"=1'-0"
(4) #4 HORZ. BARS AT 20" CENTERS
EACH WAY (4) FOUR LAYERS
#4 VERT. BARS AT CORNERS
AND AT CENTER OF EACH SIDE
DAVID E. SCHATTE
10609 99TH STREET
OVERLAND PARK, KS. 66214
LICENSE #42792
THESE PLANS ARE SUBJECT TO
FEDERAL COPYRIGHT LAWS
ANY USE OF SAME WITHOUT THE
EXPRESS WRITTEN PERMISSION
OF VFS IS PROHIBITED
) HOLE
COVER PLATE
:5
0 FOR APPROVAL / PERMIT
REV DESCRIPTION
I
FOR ANCHOR BOLT SHIPMENT
n
6 A63 (14'Ox 30" ANCHORBOLT)
[V
00
00
8n 8n lV
2"lo 20' 2
lo
ABTI (TEMPLATE)
WOOD TEMPLATE
REVISION HISTOW
m
JLH DES 10/6/16
BY CHECKED DATE
' •o ' s•• !
•
" • v91 1 •
SITE:
DARTMOUTH DPW
976 RUSSELS MILLS RD.
DARTMOUTH, MA.
SIZE: JOB NO.
24' x 54' I42279
2 - COLUMN CANOPY
TITLE: I DRAWING NO.
FOUNDATION PLAN I F1 OF 1
AND DEfAIL5