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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. 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

[email protected]

Owner New HampshireDepartment ofTransportation(NHDOT)

Gary Clifford John O. Morton Bldg.7 Hazen Dr., Rm. 250,Concord, NH 03302

(603) 485-9526

[email protected]

(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


Civil Engineer,GeotechnicalConsultant

Vanasse HangenBrustlin (VHB) -Bedford

Mark J.Verostick

2 Bedford Farms Dr.Ste. 200, Bedford, NH03110

(603) 391-3900


Structural Engineer Foley Buhl Roberts &Associates -Manchester

RichardRoberts

500 Commercial St. ,Manchester, NH03101

(603) 622-4578


Owner New HampshireBureau of PublicWorks, Design &Construction (BPW)

Roger Dionne 7 Hazen Dr. John O.Morton Bldg., Rm.250, Concord, NH03302

(603) 271-3734

[email protected]

(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

[email protected]

(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

[email protected]

Prospective Bidder- GeneralContractor

(603) 225-7165

Structure ToneInc. - Boston

2/17/2017

711 Atlantic Ave.2nd Floor, Boston,MA 02111

(617) 348-2800

[email protected]


(617) 348-2801

Gary ChicoineConstruction Co.

2/28/2017

20 B and B Ln. ,Weare, NH 03281

(800) 238-5618


(603) 529-1377

T. BuckConstruction Inc.

2/28/2017

249 Merrow Road, Auburn, ME04210

(207) 783-6223


(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

[email protected]

Withdrawn -GeneralContractor

(603) 641-9477

DL King &Associates Inc.

2/17/2017

27 TanglewoodDr. , Nashua, NH03062

(603) 883-5880

[email protected]

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

[email protected]


(603) 436-6020

George R Cairnsand Sons Inc

2/28/2017

8 Ledge Road ,Windham, NH03087

(603) 421-1888

[email protected]


(603) 421-9211

TurnstoneCorporation

2/17/2017

479 Nashua St ,Milford, NH 03055

(603) 249-9300

[email protected]


2 $3,621,500.00

(603) 673-6138

Stephens-MarquisAssociates

2/17/2017

717 DanielWebster Hwy. ,Merrimack, NH03054

(603) 424-2555

[email protected]


3 $3,720,000.00

(603) 218-1158


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


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CONCORD, NEW HAMPSHIRE 03302-0483

(603) 271-3516 FAX(603) 271-3515

ENGINEER/ARCHiTECT:

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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

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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



/-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. ~



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/



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