salem highway maintenance facility highway m... · laurence 288 south river road building # c,...
TRANSCRIPT
Salem Highway Maintenance FacilitySalem Highway Maintenance FacilityCategory: Government - Misc. Bldgs. Project ID #: 1001967174Street Address: 54 Shadow Lake Rd. Salem NH 03079 Confirmed Value $3,594,800.00County: Rockingham Stage: Low Bids AnnouncedBid Date: 3/1/2017 , 02:00PMArchitect: Cowan Goudreau ArchitectsDocuments Available: Plans, Specs, Addenda available in
InsightPlans available from New Hampshire Bureau of Public Works,Design & Construction (BPW)
Last Update: 3/8/2017 Additional Documents - Bid Results were Added/Updated
Personal NotesPersonal NotesUserUser NoteNote UpdateUpdate
DateDatePrivate?Private?
Adam Sweet 10KGAL (5K/5K SPLIT) DW FRP UST; PIPING 3/9/2017 False
NotesNotes
Scope Site work and new construction of a municipal facility in Salem, New Hampshire. Completed planscall for the construction of a 14,700-square-foot municipal facility; and for site work for a municipalfacility. Construction of a Highway Maintenance Facility consisting of a 8,000 sf maintenancebuilding, 6,700 sf salt building, fuel station, and associated sitework and utilities. The Project willinclude the Discipline(s) of: Site Construction, Concrete, Wood and Plastics, Thermal and MoistureProtection, Doors and Windows, Finishes, Special Construction, Mechanical, Electrical. Biddersshould act promptly and submit all questions in writing to Roger E. Dionne, P.E, fax 603/271-3515, e-mail [email protected] Overall project completion date is May 31, 2018 with the following interimcompletion dates: 1. The salt building and approaches shall be completed by September 29, 2017. 2.The patrol building and approaches shall be completed by November 30, 2017. Bidders are advisedthat final bid award, as approved by Governor and Executive Council, and issuance of a notificationto proceed with the work, can occur up to 60 days or more after the bid opening date. The right isreserved to waive any informalities in or to reject any or all proposals. NHDOT - Salem HighwayMaintenance Facility
Notes Bid Date: 03/01/2017 02:00PM Sealed proposals will be deposited in the Bid Box, Room No 112,John O Morton Building, Concord, NH or submitted electronically. Development include(s): NewConstruction, Site Work
Details [Division 2]: Clearing, Dewatering, Earthwork, Grading, Slope Protection & Erosion Control, Paving &Surfacing, Water Systems, Sewerage & Drainage, Landscaping. [Division 3]: Architectural Concrete.[Division 4]: Stone, Granite. [Division 5]: Structural Steel. [Division 6]: Rough Carpentry, Wood Timber,Finish Carpentry. [Division 7]: Insulation. [Division 8]: Metal Doors, Wood Doors, Sectional OverheadDoors, Hardware, Glass & Glazing. [Division 9]: Ceiling Suspension Systems, Stucco, Tile, AcousticalCeilings, Resilient Flooring, Painting. [Division 10]: Louvers & Vents, Interior Signs, Toilet & BathAccessories. [Division 12]: Window Treatment. [Division 15]: Plumbing Piping, Plumbing Fixtures,Boilers, Ductwork, Testing & Balancing. [Division 16]: Service/Distribution, Lightning ProtectionSystems, Alarm & Detection Systems, Electrical Controls.
Additional DetailsAdditional DetailsListed On: 1/7/2014 Floor Area: 14,700Square FeetContract Type: Work Type: NewStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: State/ProvincialBid Date: 3/1/2017 Mandatory Pre Bid Conference:Invitation #: 80666R-H Commence Date: 4/3/2017Structures: 2 Completion Date: 5/31/2018Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:
Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact
NameNameAddressAddress PhonePhone EmailEmail FaxFax
Civil Engineer,Geotechnical
Vanasse HangenBrustlin (VHB) -
BryantAnderson
2 Bedford Farms Dr.Ste. 200, Bedford, NH
(603) 391-3900
[email protected] (603) 518-7495
Report Date: 3/9/2017 11:20:39 AM © 2017 ConstructConnect. All Rights Reserved. Page 1 of 3
GeotechnicalConsultant
Brustlin (VHB) -Bedford
Anderson Ste. 200, Bedford, NH03110
3900 7495
Architect Cowan GoudreauArchitects
Duene Cowan 5 Eagle Sq. , Concord,NH 03301
(603) 226-3990
Owner New HampshireDepartment ofTransportation(NHDOT)
Gary Clifford John O. Morton Bldg.7 Hazen Dr., Rm. 250,Concord, NH 03302
(603) 485-9526
(603) 271-3515
Electrical Engineer State of NewHampshire -Department ofAdministrativeServices, Division ofPublic Works
GordonGraham
7 Hazen Dr. P.O. Box483, Concord, NH03301
(603) 271-3201
Civil Engineer VHB, Inc. Gordon Leedy 6 Bedford Farms Dr.Ste. 607, Bedford, NH03110
(603) 391-3900
[email protected] (603) 518-7495
Civil Engineer,GeotechnicalConsultant
Vanasse HangenBrustlin (VHB) -Bedford
Mark J.Verostick
2 Bedford Farms Dr.Ste. 200, Bedford, NH03110
(603) 391-3900
[email protected] (603) 518-7495
Structural Engineer Foley Buhl Roberts &Associates -Manchester
RichardRoberts
500 Commercial St. ,Manchester, NH03101
(603) 622-4578
[email protected] (603) 622-4593
Owner New HampshireBureau of PublicWorks, Design &Construction (BPW)
Roger Dionne 7 Hazen Dr. John O.Morton Bldg., Rm.250, Concord, NH03302
(603) 271-3734
(603) 271-3914
Consultant Stantec ConsultingServices, Inc
RonaldLaurence
288 South River RoadBuilding # C, Bedford,NH 03110
(603) 669-2000
(603) 668-2670
Electrical Engineer,Mechanical Engineer
Yeaton Associates TimothyGaston
66 Jackon St. ,Littleton, NH 03561
(603) 444-6578
(603) 444-2364
Electrical Engineer,Mechanical Engineer
Yeaton Associates Wayne Fillion 66 Jackon St. ,Littleton, NH 03561
(603) 444-6578
(603) 444-2364
BiddersBiddersCompanyCompanyNameName
AddedAddedDateDate
AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank
Bid ValueBid Value FaxFaxNumberNumber
North BranchConstruction Inc.
2/17/2017
76 Old TurnpikeRd. , Concord, NH03301
(603) 224-3233
Prospective Bidder- GeneralContractor
(603) 225-7165
Structure ToneInc. - Boston
2/17/2017
711 Atlantic Ave.2nd Floor, Boston,MA 02111
(617) 348-2800
Prospective Bidder- GeneralContractor
(617) 348-2801
Gary ChicoineConstruction Co.
2/28/2017
20 B and B Ln. ,Weare, NH 03281
(800) 238-5618
Prospective Bidder- GeneralContractor
(603) 529-1377
T. BuckConstruction Inc.
2/28/2017
249 Merrow Road, Auburn, ME04210
(207) 783-6223
Prospective Bidder- GeneralContractor
(207) 782-5166
Alvin J. Coleman& Son
2/17/2017
9 NH Route 113 ,Conway, NH03818
(603) 447-5936
Bidder - GeneralContractor
(603) 447-5839
BrookstoneBuilders Inc.
2/17/2017
600 Harvey Rd ,Manchester, NH03103
(603) 641-9455
Withdrawn -GeneralContractor
(603) 641-9477
DL King &Associates Inc.
2/17/2017
27 TanglewoodDr. , Nashua, NH03062
(603) 883-5880
Apparent Low -GeneralContractor
1 $3,594,800.00
(603) 883-5061
CarenoConstruction Co.
2/17/2017
270 West Rd.Suite 4,Portsmouth, NH03801
(603) 436-1006
Bidder - GeneralContractor
(603) 436-6020
George R Cairnsand Sons Inc
2/28/2017
8 Ledge Road ,Windham, NH03087
(603) 421-1888
Prospective Bidder- GeneralContractor
(603) 421-9211
TurnstoneCorporation
2/17/2017
479 Nashua St ,Milford, NH 03055
(603) 249-9300
Bidder - GeneralContractor
2 $3,621,500.00
(603) 673-6138
Stephens-MarquisAssociates
2/17/2017
717 DanielWebster Hwy. ,Merrimack, NH03054
(603) 424-2555
Bidder - GeneralContractor
3 $3,720,000.00
(603) 218-1158
Report Date: 3/9/2017 11:20:39 AM © 2017 ConstructConnect. All Rights Reserved. Page 2 of 3
PlanholdersPlanholdersCompany NameCompany Name AddressAddress PhonePhone EmailEmail FaxFaxHarMac Rebar & Steel 103 Cornshop Road , Fryeburg, ME
04037(207) 935-3531
(207) 935-3058
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor Bid:5.00%,Perf:100.0
0%,Pay:100.00%3/1/2017 Owner Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 9/6/2016 False
Report Date: 3/9/2017 11:20:39 AM © 2017 ConstructConnect. All Rights Reserved. Page 3 of 3
7s- s 7no
"V%
T - " ^ *** ‘ / - ** «T ,**A<Nu kl '*+
i r4u <s' il i<j {*, fi i
i ;<■
% i ti \afi >î Ujf /H U f*HS: ! *:j !i î i4 s î!,M •’> !i
CxSSv,;S i/ hi ît,>i ’ii 1 * s<
I 41J UWT"\m
11 o o a 211 ®s1 ilK
n îf^^n
2’-0”2-0 it\ o? \3 K*; /, % i on!■ |
\ K A I'■h1j h h»; i!4 . si h00i I
ix•t ;\ -;mF - ^
i,\ /it ï\ ii - /\i* 1|( i i» :\ s* il\i i ifU? ’s;- ■iS ;• i
|,si: (* !i !! “ . ,'?(I ’i' ! -T'-'
S TP Jt ' '■\ ' ** J l . &»! '■ ■
*. ' 'O «*
/4 * **
»« -X4■V «** ' 4v« <?2aJ_ k$£-SCMh ro
TT 7 T
ANCHOR STRAP LOCATION (TYP) REFER TO MFR’S SPECIFICATIONS
FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
42” CONTAINMENT COLLAR BY TANK MFR (TYP)
42” CONTAINMENT COLLAR BY TANK MFR (TYP)
EXCAVATION SUPPORT CONTRACTOR SHALL DESIGN AND INSTALL SHORING
SYSTEM TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS. SHORING
SYSTEM SHALL BE REMOVED AT COMPLETION OF TANK INSTALLATION.
UST INSTALLATION PLAN01FS.T.1 SCALE: N.T.S.
EXCAVATION SUPPORT (TYP) CONTRACTOR SHALL DESIGN AND INSTALL SHORING SYSTEM TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS. SHORING SYSTEM SHALL BE REMOVED AT COMPLETION OF TANK INSTALLATION.
04 RAISED CONCRETE TANK PAD (8” THICK WITH 6” REVEAL)FS.C.2
FINISH GRADE FINISH GRADI
32”MIN. PEA GRAVEL AS SPECIFIED BY TANK MFR
NATIVE SOIL (TYP)
EXCAVATION WALL (TYP). LINE WITH FILTER FABRIC.
oI
•si" ±3T
xitz3 I piTfiff
f 8’ DIA. X
' 10,000 GALLON 'COMPARTMENTALIZED
DW FRP UST WITH BRINE FILLED
INTERSTICE (5K DIESEL/5K GAS)
pllPEA GRAVEL AS SPECIFIED BY TANK MFR
2’ MIN. BETWEEN UST SIDES, UST ENDS AND THE EXCAVATION WALLS. (TYP)
it
iÊÉfïmANCHOR STRAP LOCATION (TYP) REFER
TO MFR’S SPECIFICATIONS FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
±3 [ T7Ü ill
mfim INSTALL FIBERGLASS HOLD-DOWN
STRAPS OVER DESIGNATED TANK RIBS (MARKED ON TANK) DO NOT PLACE BETWEEN RIBS. HOLD DOWN STRAPS ARE TO BE SUPPLIED BY TANK MFR. DO NOT USE SUBSTITUTIONS
GALVANIZED STEEL TURNBUCKLE COATED WITH A BITUMASTIC MATERIAL AND WRAPPED IN GEOTEXTILE (TYP). SIZE ACCORDING TO TANK MFR’S
SPECIFICATIONS.
E3\lit
REINFORCED CONCRETE DEADMAN ANCHOR PER TANK MFR’S
REQUIREMENTS (TYP).
I i’T^'
IEr■pSTi?rg:
i5Tp=r Inr
h-EXCAVATION FLOOR.
LINE WITH FILTER FABRIC. z2oLÜCD
NO PARTICLES LESS THAN 1/8” SIZE SEE MANUFACTURER’S INSTRUCTIONS FOR ADDITIONAL DETAILS.C\|
UST INSTALLATION PLAN UST BACKFILL SPECIFICATION02 04FS.T.1 SCALE: N.T.S. TRANSVERSE SECTION FS.T.1 SCALE: N.T.S.
REINFORCED CONCRETE DEADMAN ANCHOR PER TANK MFR’S REQUIREMENTS (TYP).
8’ DIA. 10,000 GALLON(5,000 GAL. DIESEL/5,000 GAL. GAS)DW FRP UST WITH BRINE FILLEDINTERSTICE
■
DATESTATE OF NEW HAMPSHIRE
DEPARTMENT OF ADMINISTRATIVE SERVICES BUREAU OF PUBLIC WORKS
X RÛMALD115 m i B.
5 f f LAURENCE JR.Ill JfeMOfP
tJOHN 0. MORTON BUILDING
HAZEN DRIVE BOX 483 ROOM 250
CONCORD, NEW HAMPSHIRE 03302-0483
(603) 271-3516 FAX(603) 271-3515
ENGINEER/ARCHiTECT:
RBL
DESIGNED BY: CHECKED BY:APPROVED BY:
NIT HAMPSHIRE P.E. 110263 DJP RBLRBL
5 Dartmouth Drive, Suite 101 Auburn, NH U.SJL1 Stantec 03102Tel 603.669.8672 Fax. 603.669.7636 11w.stantec.com NH. State COA 00865
REV: JOB NO. 191711440
03 02 04DIESEL TANK PIPING SUMPFS.P.3ÀFS.P.3ÀFS.P.201 02 04
05GASOLINE TANK PIPING SUMPGASOLINE TANK STAGE I VR PORTFS.P.3ÀPS.P.3ÀFS.P.2
FS.P.2
012” STYROFOAM (TYP AROUND MANHOLE SKIRT)
DIESEL TANK FILL PORTFS.P.201 GASOLINE TANK
FILL PORTFS.P.2 INSTALLATION NQTFS: DEWATERING NOTESRAISED CONCRETE TANK PAD (8” THICK WITH 6” REVEAL)
0204 INTERSTITIAL INSPECTION PORT
REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS
1) THE TANK INSTALLER MUST BE ICC CERTIFIED AND ON SITE PER NHDES REQUIREMENTS.
2) SAFE EXCAVATION IS THE CONTRACTOR’S RESPONSIBILITY. THE CONTRACTOR WILL PROVIDE APPROPRIATE EXCAVATION SUPPORT (i.e. SHEETING AND EXCAVATION SUPPORT) TO FURNISH SAFE CONDITIONS.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND FRP STORAGE TANKS ARE INSTALLED ACCORDING TO LOCAL, STATE, FEDERAL REGULATIONS, AND MFR’S SPECIFICATIONS.
4) MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL
TANK INSTALLATIONS. ANCHORS/DEADMEN TO BE DESIGNED AND PROVIDED BY TANK MFR OR PREFABRICATED PER TANK MFR’S REQUIREMENTS AND
ARE TO BE INSTALLED AS PER TANK MFR’S SPECIFICATIONS.COSTS ASSOCIATED WITH THE DEADMEN.
5) USE ONLY TANK MFR’S SPECIFIED ANCHOR STRAPS. NUMBER AND LOCATION IN ACCORDANCE WITH TANK MFR’S INSTALLATION INSTRUCTIONS.
6) ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY TIGHTENED. STRAPS MUST BE TIGHTENED UNTIL SNUG,BUT CAUSE NO DEFLECTION OF THE TANK.
7) WIRE ROPE ANCHORS OVER THE TANKS ARE NOT ACCEPTABLE AS A MEANS OF ANCHORING TANKS. UNLESS WRITTEN CONFIRMATION IS RECEIVED FROM TANK MFR AS AN ALTERNATIVE METHOD.
8) ALL TANKS ARE TO BE SET LEVEL IN ACCORDANCE WITH
MFR’S INSTALLATION INSTRUCTIONS.9) ALL UNDERGROUND EXPOSED ANCHOR HARDWARE TO BE
COATED WITH MASTIC AND WRAPPED IN GEOTEXTILE.10) THE USTs SHALL HAVE BALLAST INTRODUCED TO 95%
OF CAPACITY AFTER THEY HAVE RECEIVED BACKFILL TO THE TOP OF THE USTs AND PRIOR TO PIPING INSTALLATION. WATER SHALL BE USED AS BALLAST.
11) CONTRACTOR SHALL FILL OUT TANK TILT VERIFICATION FORM.
FS.P.2FS.C.2
püJ'îpSeïmmI-* «HH*
FINISH GRADE ==1 FINISH GRADE/ 5iSS 321TT 7"^rX*if SHORING NOTESiiL 32”MIN.32”MIN. 1BFo REFER TO SPECIFICATIONS FOR SHORING/EXCAVATION
SURFACE REQUIREMENTSPEA GRAVEL AS
SPECIFIED BY TANK MFR
PEA GRAVEL AS SPECIFIED BY
TANK MFR7 VSHORING WALL (TYP)
CONTRACTOR SHALL DESIGN AND INSTALL SHORING SYSTEM
TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS.
SHORING SYSTEM SHALL BE REMOVED AT COMPLETION
OF TANK INSTALLATION.
£r± Xij.fi
n K NATIVE SOIL (TYP)
i
►
ÎI
» THE CONTRACTOR SHALL BEAR ALLl\|K±2’ MIN. BETWEEN UST SIDES,
UST ENDS AND THE EXCAVATIONWALLS. (TYP)
EXCAVATION WALL (TYP) LINE WITH FILTER FABRIC
II\
N
i*
IIEEjjfE1
EXCAVATION FLOOR LINE WITH FILTER FABRIC
3 ^ ‘ ^
-ANCHOR STRAP LOCATION (TYP) REFER TO MANUFACTURER’S
SPECIFICATIONS FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
8’ DIA. 10,000 GALLON(5,000 GAL. DIESEL/5,000 GAL. GAS)DW FRP UST WITH BRINE FILLEDINTERSTICE
REINFORCED CONCRETE DEADMAN ANCHOR PER TANK
MANUFACTURER’S REQUIREMENTS(TYP).
10,000 GALLON (5K/5K SPLIT) UST DETAIL03FS.T.1 SCALE: N.T.S.
NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD
SALEM, NEW HAMPSHIRE
BY
PROJECT No.
80666RFUELING SYSTEM UST DETAILS
CONTAINMENT SOLUTIONS INC. TANK CONTRACT: H
FS.T.1SCALE: DATE:DRAWN BY:
DJP JANUARY 13, 2017AS SHOWN SHEET: 7
REVISIONSDESCRIPTION
NOTE:CONTRACTOR TO FILL OUT TANK TILT VERIFICATION FORM.
DWG: 3_J1716_SALEM NHDOT FS_T.DWG
NOTE:
• EXCAVATION SUPPORT SHOWN IS GRAPHICAL IN NATURE ONLY. CONTRACTOR SHALL FURNISH EXCAVATION SUPPORT PLAN PRIOR TO COMMENCING WORK.
• IN THE EVENT GROUNDWATER IS EXPECTED, THE SHORING SHALL HAVE SEALED CORNERS
CRUSHED GRAVEL 1/8” TO 1/2”PEA GRAVEL 1/8” TO 3/4”
,/2'l1/8”
3/4”
]1/8”
N
3
MO
O04
tos■'—K
NCO
«s
-N-»
0001
cn
to
3-N
-*O3MO
Oto
04
31-8" NOTE:EXCAVATION SUPPORT (TYP) CONTRACTOR SHALL DESIGN AND INSTALL SHORING SYSTEM TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS. SHORING SYSTEM SHALL BE REMOVED AT COMPLETION OF TANK INSTALLATION.
\FS.1.2F
5’—2^”5'-2|” 6-1.1 6’—113” REINFORCED CONCRETE DEADMAN ANCHOR PER TANK MFR’S
REQUIREMENTS (TYP).
/—8’ DIA. 10,000 GALLON(5,000 GAL. DIESEL/5,000 GAL. GAS) DW FRP UST WITH BRINE FILLED INTERSTICE
• EXCAVATION SUPPORT SHOWN IS GRAPHICAL IN NATURE ONLY. CONTRACTOR SHALL FURNISH EXCAVATION SUPPORT PLAN PRIOR TO COMMENCING WORK.
• IN THE EVENT GROUNDWATER IS EXPECTED, THE SHORING SHALL HAVE SEALED CORNERS
7-3"
7 04 RAISED CONCRETE TANK PAD (8M THICK WITH 6” REVEAL)7 FS.C.2o
** '?-9-3JW
.* * r. .*■ :’.'ÎS ' ! «•. S>X-
7* 4 *■ «CNJ ;II.-A.
/S|if
yab t*>s <l 31FINISH GRADE m FINISH GRADIi!;l!; it
is 1
/ /i3 \Si ; V\ts, ,< I 32”MIN. PEA GRAVEL AS SPECIFIED BY TANK MFR
NATIVE SOIL (TYP)
EXCAVATION WALL (TYP). LINE WITH FILTER FABRIC.
1 «
® :; 2’—0”a?
:: !•' si ' H
2-0” \\ o in--* o3 a 3\\ihi ±tfcI \ %oo /\ : ^is ;i
hi; • «\ s Il i S! f-is is
1 i>, ’i iti y 8' DIA. X 7 10.000 GALLON x
COMPARTMENTALIZED DW FRP UST
WITH BRINE FILLED INTERSTICE
(5K DIESEL/5K GAS)
fï3 PEA GRAVEL AS
SPECIFIED BY TANK MFR2’ MIN. BETWEEN UST SIDES, UST ENDS AND THE EXCAVATION WALLS. (TYP)
3 rris -L/8 ~7f** ** * /«o ?s A*, ;
. a,i' *SCvju
ANCHOR STRAP LOCATION (TYP) REFER
TO MFR’S SPECIFICATIONS FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
7_ T 77.
ANCHOR STRAP LOCATION (TYP) REFER TO MFR’S SPECIFICATIONS
FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
42” CONTAINMENT COLLAR BY TANK MFR (TYP)
42" CONTAINMENT COLLAR BY TANK MFR (TYP)
EXCAVATION SUPPORT CONTRACTOR SHALL DESIGN AND INSTALL SHORING
SYSTEM TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS. SHORING
SYSTEM SHALL BE REMOVED AT COMPLETION OF TANK INSTALLATION.
NOTE:CONTRACTOR TO FILL OUT TANK TILT VERIFICATION FORM.
I INSTALL FIBERGLASS HOLD-DOWN STRAPS OVER DESIGNATED TANK RIBS (MARKED ON TANK) DO NOT PLACE BETWEEN RIBS. HOLD DOWN STRAPS ARE TO BE SUPPLIED BY TANK MFR. DO NOT USE SUBSTITUTIONS
GALVANIZED STEEL TURNBUCKLE COATED WITH A BITUMASTIC MATERIAL AND WRAPPED IN GEOTEXTILE (TYP).
SIZE ACCORDING TO TANK MFR’S
SPECIFICATIONS.
o»,
« ■■■ . s.\REINFORCED CONCRETE DEADMAN
ANCHOR PER TANK MFR’S
REQUIREMENTS (TYP).
■i
jT,
\FS.T.2/
T»Ï
1 CL
3230 <20Hf>-I—
— 1/2”.1EXCAVATION FLOOR. LINE WITH FILTER FABRIC. z 1/8UST INSTALLATION PLAN 2
01 CRUSHED GRAVEL 1/8” TO 1/2”PEA GRAVEL 1/8” TO 3/4”oLÜFS.T.2 SCALE: N.T.S. CD
NO PARTICLES LESS THAN 1/8” SIZE SEE MANUFACTURER’S INSTRUCTIONS FOR ADDITIONAL DETAILS.
sCM
UST INSTALLATION PLAN UST BACKFILL SPECIFICATION02 04FS.T.2 TRANSVERSE SECTIONSCALE: N.T.S. FS.T.2 SCALE: N.T.S.
03 02 04DIESEL TANK PIPING SUMPFS.P.3ÀFS.P.3ÀFS.P.2
01 02 0405GASOLINE TANK PIPING SUMP
GASOLINE TANK STAGE I VR PORTFS.P.3ÀFS.P.3ÀFS.P.2FS.P.2
012” STYROFOAM
(TYP AROUND MANHOLE SKIRT)DIESEL TANK FILL PORT
FS.P.201
-GASOLINE TANK FILL PORT
INSTALLATION NOTES: DEWATERING NOTESFS.P.2
RAISED CONCRETE TANK PAD (8” THICK WITH 6” REVEAL)
0204 REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS
1) THE TANK INSTALLER MUST BE ICC CERTIFIED AND ON SITE PER NHDES REQUIREMENTS.
2) SAFE EXCAVATION IS THE CONTRACTOR’S RESPONSIBILITY. THE CONTRACTOR WILL PROVIDE APPROPRIATE EXCAVATION SUPPORT (I.e. SHEETING AND EXCAVATION SUPPORT) TO FURNISH SAFE CONDITIONS.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND FRP STORAGE TANKS ARE INSTALLED ACCORDING TO LOCAL, STATE, FEDERAL REGULATIONS, AND MFR’S SPECIFICATIONS.
4) MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL
TANK INSTALLATIONS. ANCHORS/DEADMEN TO BE DESIGNED AND PROVIDED BY TANK MFR OR PREFABRICATED PER TANK MFR’S REQUIREMENTS AND
ARE TO BE INSTALLED AS PER TANK MFR’S SPECIFICATIONS.COSTS ASSOCIATED WITH THE DEADMEN.
5) USE ONLY TANK MFR’S SPECIFIED ANCHOR STRAPS.
NUMBER AND LOCATION IN ACCORDANCE WITH TANK MFR’S INSTALLATION INSTRUCTIONS.
6) ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY
TIGHTENED. STRAPS MUST BE TIGHTENED UNTIL SNUG,BUT CAUSE NO DEFLECTION OF THE TANK.
7) WIRE ROPE ANCHORS OVER THE TANKS ARE NOT
ACCEPTABLE AS A MEANS OF ANCHORING TANKS. UNLESS WRITTEN CONFIRMATION IS RECEIVED FROM TANK MFR AS AN ALTERNATIVE METHOD.
8) ALL TANKS ARE TO BE SET LEVEL IN ACCORDANCE WITH
MFR’S INSTALLATION INSTRUCTIONS.9) ALL UNDERGROUND EXPOSED ANCHOR HARDWARE TO BE
COATED WITH MASTIC AND WRAPPED IN GEOTEXTILE.10) THE USTs SHALL HAVE BALLAST INTRODUCED TO 95%
OF CAPACITY AFTER THEY HAVE RECEIVED BACKFILL TO THE TOP OF THE USTs AND PRIOR TO PIPING INSTALLATION. WATER SHALL BE USED AS BALLAST.
11) CONTRACTOR SHALL FILL OUT TANK TILT VERIFICATION FORM.
INTERSTITIAL INSPECTION PORTFS.P.2FS.C.2
^ FINISH GRADF I =1 FINISH GRADFH] 7. 'a‘
SHORING NOTEST
L \32”MIN.32”MIN.•m .....-..—
S1 REFER TO SPECIFICATIONS FOR SHORING/EXCAVATION
SURFACE REQUIREMENTS
oPEA GRAVEL AS
SPECIFIED BY TANK MFR
PEA GRAVEL AS SPECIFIED BY
TANK MFR7SHORING WALL (TYP)
CONTRACTOR SHALL DESIGN AND INSTALL SHORING SYSTEM
TO PROVIDE ADEQUATE AND SAFE WORKING CONDITIONS.
SHORING SYSTEM SHALL BE REMOVED AT COMPLETION
OF TANK INSTALLATION.
r
7ESSXCSL. 1 y
)“ri 'A - s>i a >’i! >1<: i? s*7a’i S’ NATIVE
SOIL (TYP)«I i
k IsIIlissai 7iI, i u ÎS
Vff- 3 3 \i: I «S4 aI3 ii l ts<1‘ U33 I 1 ;«THE CONTRACTOR SHALL BEAR ALLi
ii ;i2’ MIN. BETWEEN UST SIDES, UST ENDS AND THE EXCAVATION
WALLS. (TYP)
EXCAVATION WALL (TYP)
LINE WITH FILTER FABRIC
liI\ 1I-3 s: ?IS isI it Iilit i /Ii?> i ■ ii,isi, : r s*s’ ii I ii
i! II li I.,t ? i' ' ii li
TpjJms ! r—*11
ÆÊÈÊiÊÈÊâëmgÊrrfTPr-TTWIEXCAVATION FLOOR
LINE WITH FILTER FABRIC?
r*It ANCHOR STRAP LOCATION (TYP) REFER TO MANUFACTURER’S SPECIFICATIONS FOR SIZES, QUANTITIES AND EXACT LOCATIONS.
imigmiin rs~‘s^S.kï’j/^À.hfx'T* *:::! i—:REINFORCED CONCRETE
DEADMAN ANCHOR PER TANK MANUFACTURER’S REQUIREMENTS
(TYP).
8’ DIA. 10,000 GALLON(5,000 GAL. DIESEL/5,000 GAL. GAS)
DW FRP UST WITH BRINE FILLEDINTERSTICE
10,000 GALLON (5K/5K SPLIT) UST DETAIL03
FS.T.2 SCALE: N.T.S.
REVISIONS
^ ct / b. \ ^ xf • f L%UnEfrëCE JR. 1 ! 2
11)
STATE OF NEW HAMPSHIRE DEPARTMENT OF ADMINISTRATIVE SERVICES
BUREAU OF PUBLIC WORKS
NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD SALEM, NEW HAMPSHIRE
DESCRIPTIONDATE BY5 Dartmouth Drive, Suite 101 Âubum, NH Ü.Si.i Çli#%I otantec 03102Tel 603.669.8672 Fax. 603.669.7636 www.stantec.com NH. State COA 00865
M© 1 JOHN 0. MORTON BUILDING
BOX 483PROJECT No.
80666RFUELING SYSTEM UST DETAILS XERXES TANK
$ HAZEN DRIVE CONCORD, NEW HAMPSHIRE 03302-0483 (603) 271-3516
ROOM 250
m.
CONTRACT: HFAX(603) 271-3515
FS.T.2ENGINEER/ARCHfTECT:
RBL
CHECKED BY: SCALE: DATE-DESIGNED BY: APPROVED BY: DRAWN BY:
DJP JANUARY 13, 2017AS SHOWNNEW HAMPSHIRE P.E. #10263 RBLDJP RBLJOB NO. 191711440REV: DWG: 3_11716_SALEM NHDOT FS_T.DWG SHEET: 8
H \\ / "•'•v\II\ \\ /' \./\ \ I// !/I \ I\ / \ !\ !\ \ \\/ I X,\ \/ x|\ / \ i!/ \ !/\ XI!\ \I/ y
/ IXX/ X Yy \y■■/ X\ X/ y
\y/ X\ yXi \\\ / \x. \X\ \X\ / X\ \/ !X \-GRADE TO DRAIN SURFACE FLOW AWAY
FROM TANK PAD AND FUELING APRON (TYP)
SLOPE PER FOOT MIN.BACK TO TANKS/—2” DW FRP VENT PIPE
AMERON DU ALLOY/3000 LCX y—2” 45* DW FRP ELBOW (TYP)/ AMERON DU ALLOY/3000 LCX
a— -36.0” TOP OF PIPE
Ii XX \ IX ■/\ \UST CONCRETE PAD GRADE
/ \ \m\/ \\ +6.0 X \/\ / \ \X x\ \X \ \ \XI X y I \yX2” 90‘ DW FRP ELBOW (TYP)
\ AMERON DUALL0Y/3000 LCX \X\ iX.\\\X \ \ \\ x I
/ X ! IX \\I X\ \X IÎ l01 X \X/ XVENT RISER SUPPORT GRADE @ VENT STAÇK= | +6.0
\ M/ Xx FS.P.5 y'\ / \iXx/ r$ \ xx.
X/ XX/ X,/ X,. 7 / I
\ \/ \/ \ \.8’ DIA. 10,000 GALLON COMPARTMENTALIZED (5,000 GALLON DIESEL/5,000 GALLON GASOLINE) DW BRINE FILLED FRP UST
X-,.X 22
01/yx/ IFILL PIPE y \'V, X•/ yxFS.P.2. /// XJ / I// //\'X
J/X 22 nX
\ / m I n\ 7mu
\ / /\ /\ /// / \ //% 05\ /\ /STAGE I *^/ VR PORT
y\ V/ 01 X-36.0” /FS.P.2 ':X//"7 FILL PIPE /vx/// /\x.. FS.P.2 / \\ / X/ X // TOP OF PIPE / / /
lifit ii(V X x\ / X
____ U\ X,x„ / \J X■'*'**«*X\ \ // X
\4 u /Hi/\ 02 X// / /I t INTERSTITIALMONITOR
U X x \/t Cm?. / •xvX
L N *7 > ## p
i i
in/ FS.P.2 x/ X,JL x ///Y ; Xt '1 $ '-••XX /n \/ // ~"X„s X X /X. \bisPROPOSED EDGE OF PAVEMENT REFER TO CIVIL PLANS BY
OTHERS
/x.rSU! UnmeH!m iUU ni ah-i fi à | 8 •! >
'/ /i n ;i ,
' ,,j(> ' a
'■•Xv.
"Wwi) ,,
C !>_______________.
/"St !X+6.0”\ \ // /X/ XnHI xs J\ xvX
■l h UST CONCRETE PAD GRADE
\ /\ ‘Xi a/ii ,y\\.
M
à X \01 h "fh\ %JI fl /XUST SUMP î 'xi li/iin' ' /v' i*
7 IP...41
mÎ / /EXISTING WATER LINE TO
REMAINFS.P.3X f Ükii x8 /a Xv3 H l Is~~.. xX ^ HÀÈ îVa TOP OF UST X,. /-48”
mULx\\ ii /xx \ H \OLxSI >/ iX. n \// inx. SLOPE PER FOOT MIN.
BACK TO TANKS,4 /E \// 8
t' ,
vx fi X.I ;f /\\\x. x. /Oo7// \?/ x \ /x- II \\ y. /X7 "x/ \/ / 7 *} 4â-X 8 /\XA DOUBLE WALLED PRODUCT PIPING INSIDE 4” DUCTING DW PIPE: 2” APT XP-200-SC DUCTING: APT DCT-400
f-i I/ /\x/ \/09 î 8 8/ /? // / \;PROPOSED E-STOP BUTTON éJtiPTS / v/ \ //'/i_ , - / X.
FS.C.4 \; h /\X \ /
Xi\ \
/ \i i\ V I\ / \/ }'OX |7\ \I/// !UST CONCRETE PAD GRADE
\ \x 36” MIN. BEND RADIUS (TYPICAL ALL APT PIPING)
\ ~~Y /I^/.yo...+6.0” \ ALL FRP PIPE DOGLEGS SHALL BE 4' MIN. (TYP) —
// !l
1/I
/\ \ \/\ \j/. \/AUTOMATIC TANK GAUGE
\ /
jp ^;-iao”04 \yf 01■V77 7 X" \i !UST SUMPFS^2> \TOXOFyÈFPE /L riFS.P.3/ \ // // I I \X4 J\ IlPROPOSED CONTOUR ELEVATION (TYP) REFER TO CIVIL
PLANS BY OTHERS
//!Xc V \Xv™-~. \I \ x~xx./ A( \ \i iXX / / XWv<i^ y
\X"- 7*^.
7^^
\/ /4yX—x ^ Loi AUTOMATIC 7
TANK GAUGE-4\r X.1 / ; H. \'h\ /f 04/ /\■~x./ / \\ A \/XX //\ )Y //1 X ?
I\ \ \FS.P.2A\ /\ \/\ / /v' \ V. \h) // /
•l/y I \\\*****
/ \X
m///// /\ ^ *“ 'X'~ '^iSK~'a-y N \/yCONCRETE APRON
GRADE AT EDGE/y
x>-/ \/ i-".i. ? // Ax
020.0” \x /X BOLLARD (TYP)\ \/y / 1 /// /X \ \FS.C.4rfWy X Iy \/X '/X \7/x. /X v~^ \x
Ix \A--.x \ /x1 ! // IIIx / X—.\x / "~X.X \Tm tX \X
X \\X
+7.0” "X \X //// ' l
\//X
11X / \\ TOP OF SLANDFUEL DISPENSER AND SUMP
x / / \ \04/x \\ ^ /.X
r/ \j ■^vv,x FS.P.4 / \X
\X N// \ \ /y \\ I/ \/X \ \/ !y \\ \y \y \/y \\CONCRETE APRON \ GRADE AT EDGE
/x' \\ \0.0” /x / // \y \y / \/ \/ / /7\\Kh, / ////\ CONCRETE APRON ------------
GRADE AT ISLAND +1.0” REVEAL ------------
\/\ / \/'Vj / / Yilln \/ / \’Hi CONCRETE APRON
GRADE AT EDGE/ \i
! i \I I\ 0.0” \\ \\ \'xA? L \\ \\ III \ \\ \HI \( \\i \ -—x \\//\ \/ % \\/ \\/ 11\/ Y \/ \
! /// \\/Pnt \ \UG RMC
REFER TO ELECTRICAL PLANS FS.E.1
UG RMC REFER TO ELECTRICAL
PLANS FS.E.1
\ \// \\ / \/ \/ \
n HI\ \/ s/ \/ \/// \1 III \H \
\ ■\/ \\/ \Y/ / \h \\/ i \ .\\ t \\// f m
/ * /EXISTING CONTOUR ELEVATION PER RECORD PLANS BY OTHERS (TYP)
\/ # \ / \ Y
// '7 YY \/ \! I \\ \\Z/ Yh \\ / Y \\//// / \// \// \
\ // Y/ /n s. i \ \/ Y/
III \/// / \ \\/ ?' Y \/ / , rl
/ ihY Y/ Y Y/ Y/
///
///
REVISIONS/Pi
LAURENCEJR
Nsa=^i+RONALD S; fiuteraaE JR
NEW BAUPSHIHE P.E. 110263
STATE OF NEW HAMPSHIRE DEPARTMENT OF ADMINISTRATIVE SERVICES
BUREAU OF PUBLIC WORKS
/-7 NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD SALEM, NEW HAMPSHIRE
DESCRIPTIONDATE BY/
Stantec' / / 5 Dartmouth Drive, Suite 101
Auburn, NH U.SJL/r in,;/ /LEGEND / /// it/ «§03102/ 5»/ !/ !0 2* 4* 8* Tel 603.669.8672
Fax. 603.669.7636 wvw.stantec.com NH. State COA 00865
V// ts *0!.H
JOHN 0. MORTON BUILDING
BOX 483PROJECT No.
80666RRELATIVE ELEVATION 00.00” /
/ / HAZEN DRIVE/ ROOM 250 FUELING SYSTEM PIPING PLAN
/
CONCORD, NEW HAMPSHIRE 03302-0483 (603) 271-3516
CONTRACT: Hi i// FAX(603) 271-3515/ nn: FS.P.l/ENGINEER/ARCHITECT: DESIGNED BY: CHECKED BY:APPROVED BY: SCALE: DATE:DRAWN BY:
DJP JANUARY 13, 2017AS SHOWNRBL DJP RBL RBLJOB NO. 191711440REV: DWG: 4_11716_SALEM NHDOT FS_P.DWG SHEET: 9
IDENTIFICATION TAG INSERTGAP. TC—3 FOR UNLEADEDGAP. TC—42 FOR DIESEL ULTRA LOW SURFUR
PAINT MANHOLE COVER PER API 1637
4”±1 /2” CLEARANCE FROM BOTTOM OF COVER TO TOP OF CAP (IF APPLICABLE, USE NIPPLE SUPPLIED BY SPILL CONTAINER MANUFACTURER)
PAINT 2” BAND ON CONCRETE AROUND MANHOLE TO MATCH MANHOLE COVER
18” MANHOLE WITH CAM LOCK FITTINGS EM CO WHEATON A0716-018C
0806 CROWN CONCRETE AT MANHOLECONCRETE TANK PAD NOTE: BOLT HOLES IN MANHOLE FRAME TO BE TAPPED AND ANTI-SIEZE COMPOUND TO BE APPLIED
FS.C.2FS.C.2
4”±1/2” CLEARANCE FROM BOTTOM OF COVER TO TOP OF CAP
0806, . 4; '
<rCvS:; CROWN CONCRETE AT MANHOLECONCRETE TANK PAD' >■ ' :/■ ' ■, ' FS.C.2&>FS.C.2
A ' '■*£
>>
: x x x x xx x /.y•*»<
à .jl. & ■4EMCO WHEATON 5 GALLON DOUBLE WALL,
STAINLESS STEEL SLIP-ON OVERSPILL MANHOLE (A1005-517GX)
c/w FILL CAP (A0097-005), SWIVEL ADAPTER (A0030-124S) & EZ GAGE
4
VENTED RISER ADAPTOR (PROVIDED BY SENSOR MANUFACTURER)
4” SCH 40 PVC RISER
H[
AAFRP UST 4” SCH. 40 GLV. STEEL RISER (TO BE COATED WITH
à” FIBERGLASS OR EPOXY COATING; TYPICAL ALL EXPOSED RISERS)
—cz ■4” BELL x NPT PVC ADAPTOR
rmj \___ L„_/
NOTE:CONTRACTOR TO COMPLETE OVERFILL PREVENTION VALVE VERIFICATION FORM
03REFER TO BRINE RESERVOIRi
FS.P.2 J\ FRP UST\/ \\
i V™,I
UST DIAM.VALVE\TUBE INTERFACE \I \ \ \\
\\OVERFILL PREVENTION VALVE
OPW 71 SOSET SHUT-OFF POINT AT 95% ACTUAL
TANK CAPACITY (FLOW RESTIRCT AT 92%)
TYPICAL INTERSTITIAL INSPECTION PORT RISER DETAIL0203REFER TO 92% SET POINT ±1/2” FS.P.2 SCALE: N.T.S.FS.P.2
NOTE: BOLT HOLES IN MANHOLE FRAME TO BE TAPPED AND ANTI-SIEZE COMPOUND TO BE APPLIED
LÜoz<<i LÜ
I 39” MANWAY EMCO WHEATON A0716-039C
WITH EURO LIFT HANDLE 569427
08io60*—68* CROWN CONCRETE
AT MANOLEFS.C.2s; 0506CONCRETE TANK PAD
FS.C.2 s“A : CO/%
r~ ~~~~ C “ T— •4& «? h,■ . A4” (MIN)_ 6” (MAX)
IDENTIFICATION TAG INSERTGAP. TC-21 FOR VAPOR RECOVERY
PAINT MANHOLE COVER ORANGE PER API 1637
4”±1/2” CLEARANCE FROM BOTTOM OF COVER TO TOP OF CAP (IF APPLICABLE, USE NIPPLE SUPPLIED BY SPILL CONTAINER MANUFACTURER)
.« ► * »
« . , »
TYPICAL FILL PIPE RISER DETAIL 2” STYROFOAM (TYP AROUND MANHOLE SKIRT)
POLYGON FRP PIPING SUMP BY TANK MANUFACTURER--------- ■
01PAINT 2” ORANGE BAND ON - CONCRETE AROUND MANHOLE
32” MIN.FS.P.2 SCALE: N.T.S.
/rzx 06u
CONCRETE TANK PAD 08\ FS.C.2 CROWN CONCRETE AT MANHOLE\\ FS.C.2\\7¥
SEE JOINT DETAIL ON THIS SHEET (TYP)
U i03 |
J^4-FS.P.3nTT AX*
1CONTAINMENT SOLUTIONS IIIh m.4” SCH. 40 GALV. STEEL RISER
aw
(DCOMP-B DIESELCOMP-A GASOLINE EMCO WHEATON 5 GALLON DOUBLE WALL, STAINLESS STEEL SLIP-ON OVERSPILL
MANHOLE (A1005-517GV) c/w VAPOR CAP (A0099-002), VAPOR
SWIVEL ADAPTER (A0076-124S) & EZ GAGE
NOTE: ALL OTHER ITEMS NOT SHOWN FOR CLARITY
!GAUGE PROBE
GALLONS HEIGHT 5.000 GALLONS HEIGHT '■--x.
91-%” 78-%” 76—Ji”
91-%”79-#*77-#*
100% CAPACITY 4,947 92% CAPACITY 4,550 90% CAPACITY 4,449
100% CAPACITY 4,971 92% CAPACITY 4,569 90% CAPACITY 4,472
FRP UST 4” SCH. 40 GLV. STEEL RISER (TO BE COATED WITH # FIBERGLASS OR # EPOXY COATING; TYPICAL ALL EXPOSED RISERS)
\V \
X..JXERXES V™
I
GALLONS HEIGHT 5.000 GALLONS HEIGHTi
90-#’77-#’75-#’
90-#’78-%”76-%”
\100% CAPACITY 4,706 92% CAPACITY 4,326 90% CAPACITY 4,233
\100% CAPACITY 5,089 92% CAPACITY 4,678 90% CAPACITY 4,579
\V \\i \c03
FRP USTNOTE:CONTRACTOR TO VERIFY ALL CALCULATIONS AND DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ENGINEER
STAGE 1 VAPOR RECOVERY RISER DETAILTYPICAL TANK GAUGE RISER DETAIL 0504 FS.P.2 SCALE: N.T.S.
FS.P.2 SCALE: N.T.S.
REVISIONS
- ‘ #LAURENCEJR. ~
STATE OF NEW HAMPSHIRE DEPARTMENT OF ADMINISTRATIVE SERVICES
BUREAU OF PUBLIC WORKS
NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD
SALEM, NEW HAMPSHIRE
DESCRIPTIONDATE BY5 Dartmouth Drive, Suite 101 Auburn, NH U.SJLI Stantec 03102 I I
HIGH LEVEL SET POINT CALCULATIONS Tel 603.669.8672 Fax. 603.669.7636 www.stantec.com NH. State COA 00865
= “2 t JOHN 0. MORTON BUILDING« PROJECT No.
80666RFUELING SYSTEM UST RISER DETAILS AND HIGH LEVEL SET POINTS
03 • HAZEN DRIVE ROOM 250BOX 483CONCORD, NEW HAMPSHIRE 03302-0483 (603) 271-3516
FS.P.2 SCALE: N.T.S. CONTRACT: HFAX(603) 271-3515
FS.P.2ENGINEER/ARCHITECT:
RBL
DESIGNED BY: CHECKED BY:APPROVED BY: SCALE: DATE:RONALD B. LAURENCE JR. NEW HAMPSHIRE PJ5. #10263
DRAWN BY:
DJP JANUARY 13, 2017AS SHOWNDJP RBLRBLREV: DWG: 4_11716_SALEM NHDOT FS_P.DWG JOB NO. 191711440 SHEET: 10
39” MANWAY EMCO WHEATON A0716-039C
WITH EURO LIFT HANDLE 56942704
CONCRETE TANK PADFS.C.2
I1' «- . 4
4” BLK STEEL PLUG
<.« »
2” STYROFOAM (TYP AROUND MANHOLE SKIRT)
POLYGON FRP PIPING SUMP BY TANK MANUFACTURER--------
32” MIN.
06 CROWN CONCRETE AT MANOLEFS.C.2
Itv
, >
■&. »
2” FULL PORT BALL VALVE
TEST BOOT APT STB—200
SUMP ENTRY BOOT APT DEB—200—SC1/
4” DUCTING APT DCT-400
oSEE JOINT DETAIL ON THIS SHEET (TYP) 03
FS.P.3$
fSSsSfi
2” FLEXIBLE DOUBLE WALL PIPE APT XP—200—SCCUT BACK THE SCUFF GUARD LAYER EVEN WITH OR OUTSIDE OF THE SUMP WALL.
t
XSUCTION EXTRACTOR (TYP)
OPW 233E-4240\ NON-SWIVEL ADAPTER
APT MN—XP—200—200\ \X
/
/ / \A
/ /\ N
1.5” BLK. SCH. 40 STEEL SUCTION STUB* \
\\\ X\ X XX XX
X X XX XX FRP USTXt'x«X
'"'x
/
<
/ ,
RISER BODY/
; /5 't; /^ XV *
/? «/
f FIELD APPLIED RESIN
/
M / /
/f
//ty /
/
/X
y /k
" ;?
fv/ /
/
Î
i'
£
* IÏ£.
\8
1
XS
COLLAR BONDED TO TANK
APPLY TWO LAYERS OF HEAVY DUTY WOVEN FIBERGLASS CLOTH
AND RESIN ALONG ENTIRE EXTERIOR CONNECTION POINT OF
THE PIPING SUMP
co
X JOINT DETAIL FOR UST SUMP ATTACHMENTS X TYPICAL UST SUMP PRODUCT PIPING DETAILFS.P.3FS.P.3 SCALE: N.T.S. SCALE: N.T.S.
NOTE:CONTRACTOR TO COMPLETE SUCTION STUB VERIFICATION FORM
LüOZ<39” MANWAY
EMCO WHEATON A0716-039C WITH EURO LIFT HANDLE 569427
QL<LaJ
062” DOUBLE WALL COAXIAL. FRP PIPE AMERON DUALOY 3000/LCX. PROVIDE 4’ MIN. DOGLEG TO PROVIDE FLEXIBILITY ON FRP PIPE.
o CROWN CONCRETE AT MANOLE04 FS.C.2CONCRETE TANK PADFLEXIBLE ENTRY BOOT APT FEB—175—SC
sFS.C.2 CD
IsCO
2” FRP TERMINATION FITTINGAMERON
r, 4 ^ —SUCTION EXTRACTOR OPW 233E-4240
•4 &,<? b>. . •• : 4. •.><2” FRP 90* ELBOW
2”0 BLK STEEL 45* ELBOWo
2” FRP SPIGOT x NPT ADAPTER 2” STYROFOAM (TYP AROUND MANHOLE SKIRT)
32” MIN. 4” BLK STEEL PLUG
-VENT EXTRACTOR OPW 233-4420
l2” FULL PORT BALL VALVE7 X V
IX2” BLK STEEL UNION ELL / \ \X \i O NON-SWIVEL ADAPTER
APT MN—XP—200—200\ \ POLYGON FRP PIPING SUMP
BY TANK MANUFACTURER
2” x 12” SS FLEXIBLE CONNECTOR (TYP)
2” FRP TERMINATION FITTINGAMERON
FLEXIBLE ENTRY BOOT APT FEB-175-SC
/ \2” x 12” SS FLEXIBLE CONNECTOR (TYP)
\!\ <4/ 2” BLK ST 90* ELBOW. j \ ,
jâdLJ%
t TEST BOOT APT STB—200o 7x<
Hi m ys y J L/\ ^
03 SEE JOINT DETAIL ON THIS SHEET (TYP)
/w FS.P.3\ / SUMP ENTRY BOOT APT DEB—200—SC
j
\ ' j? !I /VENT EXTRACTOR
OPW 233-4420
2” BLK ST 90* ELBOW
X /x /X\ ?
x )*XAFRP UST2” FLEXIBLE DOUBLE WALL PIPE
APT XP—200—SC XT
2” DOUBLE WALL COAXIAL FRP PIPE AMERON DUALOY 3000/LCX. PROVIDE
4’ MIN. DOGLEG TO PROVIDE FLEXIBILITY ON FRP PIPE.
yx2” BLK STEEL UNION ELL
4” DUCTING APT DCT-40004
AUTOMATIC TANK GAUGE RISERFS.P.2
> * t2” BLK ST 90‘ ELBOW
\.4 \ /V
TYPICAL UST SUMP PIPING PLAN TYPICAL UST SUMP VENT PIPING DETAIL01 02FS.P.3 FS.P.3SCALE: N.T.S. SCALE: N.T.S.
NOTE: ALL OTHER ITEMS NOT SHOWN FOR CLARITY
REVISIONS
lb\%%
mI » f LAURENCE JR.E I yfto iBZm/
STATE OF NEW HAMPSHIRE DEPARTMENT OF ADMINISTRATIVE SERVICES
BUREAU OF PUBLIC WORKS
NEW NHDOT PATROL SECTION 514 FACILITY 54 SHADOW LAKE ROAD SALEM, NEW HAMPSHIRE
DESCRIPTIONDATE BY
(J Stantec 5 Dartmouth Drive, Suite 101 Auburn, NH U.SJL slB.03102Tel 603.669.8672 Fax. 603.669.7636 www.stantec.com NH. State COA 00865
JOHN 0. MORTON BUILDING
BOX 483PROJECT No.
80666R
CONTRACT: H
H S' FUELING SYSTEMUST PIPING SUMP PLAN AND DETAILS
HAZEN DRIVE ROOM 250' ^
RONALD B1 LAURENCE JR. NEV HAMPSHIRE P.E. #10263
CONCORD, NEW HAMPSHIRE 03302-0483 (603) 271-3516 FAX(603) 271-3515
FS.P.3ENGINEER/ARCHITECT: DESIGNED BY: APPROVED BY: DATE:
JANUARY 13, 2017RBL DJP RBLREV: JOB NO. 191711440 SHEET: 11
NOTES: SOME FITTINGS AND OTHER ITEMS NOT SHOWN FOR CLARITY
CHECKED BY: SCALE:DRAWN BY:
DJP AS SHOWNRBL
NOTE: SUMP PIPING PLANS ARE FOR REFERENCE ONLY. REFER TO SHEET P.1 FOR EXTACT ORIENTATION.
NOTE: BOLT HOLES IN MANHOLE FRAME TO BE TAPPED AND ANTI-SIEZE COMPOUND TO BE APPLIED
DWG: 4.11716JSALEM NHDOT FS__P.DWG
«ro
sro
6”—
9” CL
EAR
AN
CE