Construction of the MassDOT District 3 Administration ... · Construction of the MassDOT District 3 Administration Building ... WORCESTER DCAMM-General ... MassDOT District 3 Administration
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Construction of the MassDOT District 3 Administration BuildingConstruction of the MassDOT District 3 Administration Buildingat 365 Plantation Streetat 365 Plantation Street
Category: Government Offices Project ID #: 1004182871Street Address: 365 Plantation St. Worcester MA
01605Confirmed Value $35,510,494.00
County: Worcester Stage: POST BID - General Contractor AwardBid Date: 5/23/2017 , 02:00PMArchitect: Helene Karl Architects, Inc.Documents Available: Plans, Specs, Addenda available in
InsightPlans available from Massachusetts Department ofTransportation - Highway Division (DOT)
Last Update: 6/22/2017 CTA Construction Co. Inc. was added as General Contractor
Project EventsProject EventsEventEvent DateDate DetailsDetailsBid Date 5/23/2017 , 02:00PM Per Addendum 1, the opening of general bids has been postponed to Tuesday,
May 23, 2017 at 2:00PM. Electronic proposals will be received through theinternet forthwith after the bid submission deadline. No paper copies of bidswill be accepted. All Bidders must have a valid Digital ID issued by MassDOT inorder to bid on projects. Bidders need to apply for a Digital ID at least 14 daysprior to a scheduled bid opening date.
End Date 4/28/2019Filed Sub-Bid 5/9/2017 , 02:00PM Field Sub Bids to be Opened and read: May 09, 2017 @ 2:00 PM as per Adda 3.Start Date 8/1/2017 Estimated Start Date
NotesNotes
Scope Site work and new construction of a municipal facility in Worcester, Massachusetts. Completedplans call for the construction of a municipal facility; and for site work for a municipal facility.Location: WORCESTER DCAMM-General Building Construction MassDOT - Construction of theMassDOT District 3 Administration Building at 365 Plantation Street
Notes Development include(s): Site Work, New Construction Bid Date: 05/23/2017 02:00PM Per Addendum1, the opening of general bids has been postponed to Tuesday, May 23, 2017 at 2:00PM. Electronicproposals will be received through the internet forthwith after the bid submission deadline. No papercopies of bids will be accepted. All Bidders must have a valid Digital ID issued by MassDOT in orderto bid on projects. Bidders need to apply for a Digital ID at least 14 days prior to a scheduled bidopening date. Filed Sub-Bid: 05/09/2017 02:00PM Field Sub Bids to be Opened and read: May 09,2017 @ 2:00 PM as per Adda 3.
ClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor Bid:5.00% 5/23/2017 Owner Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 10/19/2016 True 9/13/2017
NOTE:I 1 -RHNFORCEJiENT MANHOLE COVERS LOCATED WITHIN MASS DOT'S PROPERTY ARE
TO BE LABELED WITH "MassDOT" AND "SEWER". MANHOLE COVERS LOCATED WITH CITY OF WORCESTER PROPERTY OR RIGHT-OF-WAY ARE TO BE LABELED WITH "WORCESTER" AND "SEWER".
-WORCESTER STANDARD FRAME it GRATE PITCHED TO GRADE FRAME:LEBARON FOUNDRY LF288 OR EJIW 7288Z1 (3-FLANGE), EJIW 7288Z (4—FLANGE)GRATE:LEBARON FOUNDRY L28SG1 OR EJIW 72SBM
5"T
x iA A/
I7 [Q\HS£AL (@rr. product)r i FRAME AND GRATE
MORTARAYi
La 4'HY 4—1D" 2'-0" 2'-0"
j y/
\WORCESTER STANDARD- CURB INLET PITCHED
TO GRADE
ROADS, ROAD SHOULDERS, DRIVEWAYS, WALKWAYS
\ SQUARE SQUARE CAST IRON MANHOLE FRAME AND COVER ( SEE MATERIAL SPECS.)
f-J.V
A FINISHED GRADE CROSS COUNTRY-ADJUST TO GRADE WITH RED SEWER BRICK (12* MINIMUM)
\ II FRAME TO BE SET IN
FULL BED OF MORTAR; V •X -'O* RNB ADJ. TO GRADE W/BRICK MASONRY ( 2 COURSES
MIN./4 COURSES MAX.)■8" MIN. PRECAST FLAT TOP WITH 4' X 2' OPENING
BUTYL RUBBER JOINT (TYP.)
PRECAST CONCRETE RISER SECTION
FINISH GRADEai" TOP RING, 5’ O.D. W/ 30“x36" OPENINGJ
m-5CXTTwm ii
I-8" THICK TOP SLAB W/ OFFSET 48-
OPENING
SECTION C-C -A5 LF OF 12" BLUE BRUTE C900 PIPE PER CITY OF WORCESTER STANDARDS
NOTE: 5'-0" I.D.□PRECAST CONCRETE MANHOLE ECCENTRIC CONE SECTION OR FLAT SLAB SECTION AT SHALLOW MANHOLE
MANHOLE COVERS LOCATED WITHIN MASS DOT'S PROPERTY ARE TO BE LABELED WITH "MassDOT" AND "DRAIN". MANHOLE COVERS LOCATED WITH CITY OF WORCESTER PROPERTY OR RIGHT-OF-WAY ARE TO BE LABELED WITH "WORCESTER" AND "DRAIN".
a.ADJUST TO FINISH GRADE WITH COURSES OF MORTARED BRICK 2-COURSES MIN.4-COURSES MAX.
CANOPY END DETAIL CANOPY DOWNSPOUT DETAIL CANOPY DOWNSPOUT DETAILSCALE: 3"=r-0" SCALE: 1 1/2"=r-0" SCALE: 1 1/2"=1'-0" F tF T T T 1 l l
0 1 FEET 0 1 2 FEET 0 1 2 FEET
WORCESTER365 PLANTATION PARKWAY
CANOPY ROOF PANEL DETAILS
SHEET TOTALSHEETS
STATE FED. AID PROJ. NO.NO.
239MA 78
PROJECT FILE NO. 606308
JplmassDOT# £ Highway Division
Ten Park Plaza Suite 4160
Boston, MA 02116617-973-7000
www.mass.gov/massdot
Project Name:
DISTRICT 3ADMINISTRATIONBUILDING
MASSDOT Project #606308
Project Location
365 PLANTATION PARKWAY WORCESTER, MA
Project Architect
^HELENE -KARLArchitects, Inc.
61 Skyfields Drive, Groton, Massachusetts 01450
Project Consultant
Professional Stamp Professional Stamp
Drawn By:
Checked By: GKY
HKA Project No.
Scale:
MTV
AS NOTED
Original Issue Date
RevisionsNo. Description
BID SET
Date
03/01/17
Plan Name:
Canopy Roof Panel Details
Drawing Number:
A-531
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5 SPACES @ 4-10" = 24-2”
BEND IN BEAM LOCATIONS. PROVIDE WELDED SHOP SPLICE, GROUND SMOOTH TO DEVELOP THE FULL CAPACITY OF THE BEAM SECTION
L .u: ZLT~-~~E _u.
BENT PLATE8
HSS16x4 (TYP. U.O.N.)f f f
I »DEPTH TO MATCH — BEAM FLANGE WIDTH a" FITTED STIFF. PLATE
EACH SIDE (TYP)8
END PLATE
PLATE TO MATCH BEAM THICKNESS
W24 BEAM (COPE END AS SHOWN) 3j” (li“ BASE PLATE-1
& 2” GROUT)
NOTES:1. CANOPY 1 - TOP OF COLUMNS ELEVATION 562.00’
CANOPY 2 - TOP OF COLUMNS ELEVATION 560.00’2. COORDINATE BOTTOM OF FOOTING ELEVATIONS WITH SITE GRADES AND
UNDERGROUND UTILITY LINES AND STRUCTURERS. BOTTOM OF CANOPY FOOTINGS SHALL NOT BE HIGHER THAN THE BOTTOM OF ADJACENT BURIED UTILITIES MEASURERED AT A 2(H) TO 1(V) SLOPE FROM THE EGDE OF THE FOOTING.
3. CONCRETE COLUMNS SHALL HAVE A RUBBED FINISH.HSS8x4x§ BEARING MEMBER COPE BOTTOM AT THE PURLINS OVER THE COLUMNS
<■ SUPPORT GIRDER<- CONCRETE COLUMN J" END PLATE WITH VENT HOLE
AT BOTTOM I
GRIND SMOOTH, TYP.3/8" PLATE TO HSS
10’-0”o.c.
l\0= 24'-2”4’-10” 1” 1”10’-0”o.c.«sas®
HSS PURUN (ffp)
5 SPACES / /~77 7 HSS16x4 BEAMHSS16x4 BEAM Li
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SEE ELECTRICAL 1- 1”1- bent PLA^E upV PANELSdrawings (wp)I 2 2---ii.c.'i— 8 V / /
~7s 7
sss>. j MATCH f LANGE WIDTH
nDEPTH toI Y® z<f ZI2beam
STAGGERED TIE RODS-o I *
1» llid plate
/
HSS16x4x| TYPICAL AT 30’ BAYS
HSS20x4xg AT 50’ BAYS
END PLATE WITH VENT HOLE AT BOTTOM
W24 GIRDER WITH FITTED STIFF. PLATE EACH SIDE AT BEARING LOCATIONS
\i PLATE TO MATCH BEAM THICKNESS BEARING PLATE WITH 2 BOLTS.
PROVIDE STANDARD HOLES ON ONE SIDE OF GIRDER AND SLOTTED HOLES ON THE OTHER (FOR EXPANSION) SEE PLANS FOR SLOTTED SIDE OF GIRDER
/8/
PLATES TO k/ATCH—* BEAM FLANGE THICKNESS 8/
/
i W24 BEAM(COPE END AS SHOWN)
/
PROVIDE GAP AT SLOTTED CONNECTION SIDES
TOP OF PIER ELEVATION4-4* /
W24 BEAMt lFITTED STIFF, I EACH SIDESEE PLAN 3’—6" / / / / / / 7
2” 6” 2’-2” 6” 2” TYP. 1\
SPACER PLATE TO MATCH FLANGE THICKNESS x 10” LONG. NOTCH BOTTOM OF PLATE TO CLEAR FILLET WELD BETWEEN THE BEAM AND THE BASE PLATE. WELD SPACER PLATES TO W24 BEAM AND SIDES OF BASE PLATE WITH A BEVEL WELD AND WELD TO TOP OF BASE PLATE WITH A \m FILLET WELD. (TYP. EACH SIDE)
8-1 i”# x 3’—0” EMBEDMENT ASTM F1554, GRADE 55, WELDABLE HEADED ANCHOR RODS SET BY TEMPLATE COORD. W/ VERT. REBAR IN COLUMN
NOTES:1. (S) INDICATES SLOTTED CONNECTION END FOR HSS PURLINS. (F) INDICATES FIXED CONNECTION.2. ALL STEEL AND CONNECTION HARDWARE SHALL BE GALVANIZED.
INDICATES SPAN DIRECTION OF METAL ROOF PANELS, SEE ARCH. DWGS.RP3.
50’-0" 14 BAYS @ 30’-0" = 420’-0"
I
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9 9
1?
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4-0”
TBP £
i 1
NOTE:FOOTING TO BEAR ON ROCK OR OTHER SUITABLE MATERIAL (SUCH AS LEAN CONCRETE ON TOP OF ROCK) TO PROVIDE A MINIMUM BEARING CAPACITY OF 3 TONS PER SQUARE FOOT.
2’-0”x2’-0” PIER REINFORCED W/ 8-#8 VERT. & #4 TIES @ 12”o.c. W/ 3 ADDITIONAL TIES @ 3”o.c. AT TOP
#4 TIES @ 12”o.c.A 4 IX\oICNJ
IX I< > 4 » r
8-#8 VERTICAL A
PLAN SECTION A-A3/4”=1’-0”
4L COLUMN
*6” 6”
3 SPACES 0 3-10” = 11-6"
METAL ROOF PANELS, SEE ARCH. DWGSrGUTTER. SEE ARCH. DWGS.
IDEPTH TO MATCH BEAM FLANGE WIDTH
J 2 PLATE TO MATCH BEAM THICKNESS12I CO W12 BEAM
(COPE END AS SHOWN)
£” GUSSET t AT Î. OF BEAM
.3”I
BEND IN BEAM LOCATION. PROVIDE WELDED SHOP SPLICE, GROUND SMOOTH, TO DEVELOP THE FULL CAPACITY OF THE BEAM
I
I
HSS12x8x^ WITH BASE PLATE 1^x16”x1’-8” &
f” CAP PLATE 1 ”x8”x2’-4” W/ 8-f”0 A325 BOLTS
I
I METAL ROOF PANELS, SEE ARCH. DWGS.L CLOSURE PLATE,
SEE ARCH. DWGS.
I HSS6x3 PURLIN
s I” BENT PLATE W/ 4-f”0 BOLTS
i
s
ICOPED W12 BEAM W/ END PLATE
I
TYPICAL W12 BEAM END DETAIL1 l/2”=1-0”
SLOPE DN.
I
—I I ly-j—I I I—j-j-l I l-r-ppTrA ft i
PLACE CONCRETE PAVING AROUND BASE PLATE AND ANCHOR RODS. OPTION: PROVIDE CIRCULAR BLOCKOUT AROUND BASE PLATE FROM TOP OF PIER TO TOP OF PAVING AND FILL IN WITH CONCRETE AFTER CANOPY COLUMNS ARE ERECTED, GROUTED AND INSPECTED.
4-1 ^”0 F1554 GRADE 55, WELDABLE HEADED ANCHOR RODS WITH 24” EMBEDMENT. SET RODS WITH A TEMPLATE.
ebb ebb
/ \/ \
/\
BURIED FUEL TANK
\/1 \ /
\A /
r n
J
L BOTTOM OF FOOTING TO ALIGN —1 WITH BOTTOM OF DEADMAN FOR, BURIED FUEL TANK G.C. TO COORDINATE
2-0 2-0
COLUMN
11’-6” 11-6”I
6” 6”/ / /“7 ~7/
4
IT
L
W12x40 W12x40
«fiero ro ro ro ro roCO CO CO CO CO COin m in m m mm m m m m m□= □= □z □= □z ZIZ
PROVIDE ENTRY BOOTS FOR FUEL AND ELECTRICAL PENETRATIONS TO PROVIDE WATER-TIGHT SEAL
MINIMUM 6” WELL COMPACTED PEASTONE UNDER DISPENSER Q m
NOTE:1. DISPENSER SHALL HAVE ONE GASOLINE
AND ONE DIESEL HOSE.
TWIN HOSE FUEL PUMPNO SCALE
? 3/4” RGS CONDUIT CONNECT POWER TO PANELBOARD,CONNECT TO NEW CARD-READER SYSTEM
n
SUMP LEAK SENSOR
PROVIDE ONE PIECE DISPENSER SUMP WITH SEALED, WATER-TIGHT ENTRY BOOTS
DETAIL
r DISPENSER FRAME MOUNTING BOLTS I (TYP)SUMP FRAME SET FLUSH
WITH MOUNTING SURFACE10’x4’x9V4”H STAINLESS STEEL ISLAND FORM
RAW LIP, 1” ABOVE FRAME
A ‘A 4 A.4
4
5—5—5'— SUMP ANCHOR BOLTS (TYP)
4 sA A A4
4 4
4z2sCD A
POLYETHYLENE DISPENSER SUMPCONCRETE FUELING PAD
• 44* «. sA ■
CONCRETE FUELING ISLAND4• + -
S
2 «&A 4 4 « .
‘ 4 4 .ro 44
' .4 '4
15V&"
y— MOUNT STABILIZER BAR ' INTO CONCRETE PAD/
12” REINFORCED CONCRETE DISPENSER PAD
PROVIDE 1fc” FUEL EMERGENCY CRASH/CHECK VALVE WITH DOUBLE POPPET (TYP OF 2)/
UL567 CERTIFIED BREAKAWAY (TYP OF 2)
Q
HIGH HOSE MAST WITH INTERNAL RETRACTORS
BACKFILL EVENLY WITH CLASS IA, IB OR II MATERIALS,
COMPACT TO SUMP MFG. SPECIFICATIONS
FUEL ISLAND CURB AND SUMP INSTALLATION DETAIL
NO SCALE
12”
DISCONNECT SWITCHCM
GALVANIZED STEEL UNISTRUT SUPPORT - P1000 OR APPROVED EQUAL (TYP)o
I
EXPLOSION-PROOF CONDUIT SEAL
3/4” CHAMFERPROVIDE 4-BOLT POST BASE & BOLT TO PIER (TYP)
:
&
12” DIA CONCRETE PIER■A
WARNING TAPE COI 4Z 5,000 PSI CONCRETECM
2£CMCM■M-
TO TOEAST GATE
PANELBOARDFUEL TANKS
V 1” RIGID STEEL CONDUIT
NOTE:LABEL THE DISCONNECT SWITCH IN RED LETTERS: "FUEL TANK EMERGENCY DISCONNECT”
EMERGENCY DISCONNECT SWITCH INSTALLATION DETAIL
NO SCALE
:AUDIBLE AND VISUAL OVERFILL ALARM FACING TANKS
MOUNTED ON CANOPY COLUMN, FACING TANK FILLING STATION
OVERFILL ALARM ACKNOWLEDGEMENT AND TEST PANEL MOUNTED ON CANOPY COLUMN
CANOPY COLUMN, SHOP PRIME AND FIELD PAINTED WHITE FOR EXTRA PROTECTION
26-0” 23-0”
FUEL ISLAND-SEE DETAIL THIS SHEET REINFORCED
CONCRETE PAD SEE DETAIL ON SHEET D—8
BELOW GRADE TANK SUMP AND MANWAY
UST MAINTENANCE PADPOSITIVE LIMIT BARRIER (TYP) SEE DETAIL ON THIS SHEET CMi1T T
T-
1XÏI <\-12" PROCESSED
GRAVELi" WASHED CRUSHED
STONE
23/4” RGS CONDUIT FOR FIRE SUPPRESSION SYSTEM
EXPANSIONJOINT
toV ooro
A
NOTES:1. CONCRETE PADS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH TYPICAL CONCRETE SPECIFICATION.CYLINDERS AND PIPING FOR THE PRE-ENGINEERED FIRE SUPPRESSION SYSTEM SHALL BE LOCATED BELOW THE CANOPY DECK.TANK VENTS SHALL BE ROUTED TO THE CENTER OF THE FUEL ISLAND AND ROUTED UP THE CANOPY COLUMN AND THROUGH THE CANOPY DECK.ESCUTCHEONS SHALL BE USED AT ALL CANOPY PENETRATIONS.THE PRESSURE/VACUUM VENT SHALL BE LOCATED SO THAT IT IS VISIBLE FROM THE GROUND TO ALLOW FOR INSPECTION THE OWNER/OPERATOR.
12”x12"x18’ CONCRETE DEADMEN (TYP OF 4)-2.
3.
4.
5.
PljMP ISLAND AND TANK - SECTIONNO SCALE
1” RGS CONDUIT
SPARE CONDUIT
49-0”
30’—0” 23-0”
\TANK MANWAY (TYP)
\ \/ /\ \f RGS / CONDUIT/
/ \/ \ \/ » /I ,3-0
I MIN.IINSTALL CONCRETE PAD WITH POSITIVE LIMIT BARRIER TI
II VAPOR I
RECOVERY
II
II
I N)04
I IIALIGN EDGE OF PAD WITH CURB LINE
O)II
II
II
I5-GAL. [SPILL
BUCKET (TYP)
SPILL(TYP)
II
I1/2” RGS CONDUIT
/ /\ \/ /\ \/ /\ \/ /\\
INTERSTITIAL MONITORING HANDHOLE (TYP)
6,000 GALLON GASOLINE UST 6,000 GALLON DIESEL UST
PUMP ISLAND & TANKS - PLANNO SCALE
5-GAL. BUCKET
/—DUAL PRODUCT TWIN HOSE DISPENSER
2” FLEXIBLE DOUBLE WALL PIPE
oI
o
\2” VENT PIPING
1 RGS CONDUIT
4” U-SHAPED BOLLARD (TYP OF 2)
OPW K800 FUEL ISLAND TERMINAL 4‘—0”
PUMP 1 GASOLINE
PUMP 2 DIESEL
WORCESTER365 PLANTATION PARKWAY
FLEET FUELING STATION
SHEET TOTALSHEETS
STATE FED. AID PROJ. NO.NO.
238 239MA
PROJECT FILE NO. 606308
FplmassDOT# ^ Highway Division
Ten Park Plaza Suite 4160
Boston, MA 02116617-973-7000
www.mass.gov/massdot
Project Name:
DISTRICT 3ADMINISTRATIONBUILDING
MASSDOT Project #606308
Project Location
365 PLANTATION PARKWAY WORCESTER, MA
Project Architect
^HELENE-KARLArchitects, Inc.
61 Skyfields Drive, Groton, Massachusetts 01450
Project Consultant
TIGHE & BOND
Professional Stamp Professional Stamp
Drawn By:
Checked By:
HKA Project No.
Scale:
JMH, LPT, ALP
GMR
Original Issue Date
RevisionsNo. Description
BID SET
Date
3/1/17
Plan Name:
FLEET FUELING STATION
Drawing Number:
FS - 001
mm
MAX
IMU
M
SUM
P DE
PTH
WORCESTER365 PLANTATION PARKWAY
SHEET TOTALSHEETS
STATE FED. AID PROJ. NO. NO.VAPOR RECOVERY SUMP (GASOLINE ONLY)5-GALLON BELOW GRADE SPILL BUCKET
2” RIDGED FIBERGLASS DOUBLE WALL PIPING SUPPLY AND RETURN
42” CONTAINMENT SUMP WITH WATERTIGHT LID
239 239MACOMPRESSION GLAND PROVIDE LOCKABLE
MANHOLE COVER
RAISE MANWAY ABOVE CONC PAD. CHAMFER PAD INTO MANWAY.
PROVIDE MANWAY WITH A COMPOSITE, ROTO-LOCK COVER WITH AN H20 LOAD RATINGCENTER MANWAY
ON TANK SUMPPROVIDE STEEL OR FIBERGLASS COLOR-CODED COVERS
RAISE MANWAY )£” ABOVE CONC PAD. CHAMFER PAD INTO MANWAY.
NOTES:CENTER MANWAY ON SPILL BUCKET
48” 1. PROVIDE WASHED CRUSHED STONE BACKFILL, NATIVE SOILS ARE NOT PERMITTED FOR TANK EXCAVATION.
RAISE MANWAY 1/2” ABOVE CONC PAD. CHAMFER PAD INTO MANWAY.
PROVIDE WATERTIGHT SUMP COVER 2. CONTRACTOR SHALL CONDUCT AN AIR TEST ON EACH TANK BEFORE
INSTALLATION AND AFTER ALL EQUIPMENT IS INSTALLED, BUT BEFORE FILLING. TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER’S SPECIFIED PROCEDURES. PRESSURES SHALL NOT EXCEED 5 PSI.
3. PROVIDE A MINIMUM OF 24” OF NEW COMPACTED BACKFILL ON ALL SIDES AND BOTTOM OF TANKS.
4. ANCHOR STRAPS MUST BE LOCATED AT THE MANUFACTURER’S DESIGNATED LOCATIONS. A MINIMUM OF TWO ANCHOR POINTS ARE REQUIRED PER TANK. ANCHOR POINTS ARE SHOWN IN THE TANK DETAIL DRAWING.
5. EACH ANCHOR STRAP SHALL HAVE AT LEAST ONE TURN BUCKLE.6. DEADMEN ARE TO BE LOCATED OUTSIDE THE FOOTPRINT OF THE TANKS.
7. ANCHOR STRAPS AND TURNBUCKLES MUST MEET THE MANUFACTURER’S REQUIREMENTS.
8. BACKFILL SHALL BE PLACED IN EVENLY DISTRIBUTED 12” LIFTS. BACKFILL MATERIAL SHALL BE WORKED TO FILL ALL VOIDS.
9. CONTRACTOR SHALL PROVIDE A COMPLETED "TANK INSTALLATION LIST”UPON COMPLETION OF THE PROJECT.
10. ALL MANWAYS, HANHOLES AND SPILL BUCKETS ARE TO BE RAISED/CHAMFERED #’.
11. TANK AND FUELING AREA ORIENTATION SHALL BE CONFIRMED BY OWNER PRIOR TO TANK INSTALLATION.
12. ALL MANWAYS SHALL HAVE A MINIMUM OF H-20 LOAD RATING.
14" GALV STEEL SKIRT"14. .•4.
q □4 CM Professional Stamp Professional StampA* 4
44 CM
V1 4*4' Drawn By:
Checked By:
HKA Project No.
Scale:
JMH, LPT, ALP
GMRI PROVIDE 1/2" WASHED
CRUSHED STONE AROUND SUMP & UNDER CONC PAD
4 I4PROVIDE A MINIMUM OF 3” CLEARANCE BETWEEN OUTER WALL OF TANK SUMP & MANHOLE SKIRT ON ALL SIDES
4
Æêè&GALV STEEL SKIRT
PROVIDE UL LISTED WATERTIGHT TANK SUMPI I Original Issue DatePROVIDE WATERTIGHT FITTING
ADAPTERS FOR EACH PIPE RUN & ELECTRICAL CONDUIT PENETRATION £UL LISTED 5-GALLON
BELOW GRADE SPILL BUCKET WITH LOCKABLE LID
Ifw
/
RevisionsNo. Description
BID SET
IDate
3/1/17
NOTES:PROVIDE DROP TUBE WITH AUTOMATIC SHUT-OFF VALVE SET TO 95% OF TANK CAPACITY
I PROVIDE WASHED — CRUSHED STONE AROUND SPILL BUCKET & UNDER CONC PAD
1. TANK SUMPS AND SUMP PENETRATION ENTRY BOOTS AND ADAPTERS SHALL BE INSTALLED BY A CONTRACTOR THAT IS CERTIFIED BY THE MANUFACTURER.
ALL SUMPS AND SPILL BUCKETS SHALL BE HYDROSTATICALLY TESTED PRIOR TO INTRODUCING FUEL INTO ANY PORTION OF THE TANK’S PIPING.
HYDROSTATIC TESTING WATER SHALL BE INSPECTED FOR THE PRESENCE OF PETROLEUM FOLLOWING THE TEST. WATERS CAN BE DISCHARGED ON SITE IF NO OIL IS PRESENT.
2.
UST3.74” FEMALE TANK FITTING (TYP)
Plan Name:NOTES:
1. TANK FILL DROP TUBES SHALL EXTEND TO WITHIN 4 INCHES OF THE TANK BOTTOM. TYPICAL BELOW GRADE TANK SUMP FLEET FUELING STATIONNO SCALETYPICAL 5-GALLON BELOW GRADE SPILL BUCKET