Construction of the MassDOT District 3 Administration ... · Construction of the MassDOT District 3 Administration Building ... WORCESTER DCAMM-General ... MassDOT District 3 Administration

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.

Details [Division 2]: Clearing, Dewatering, Earthwork, Grading, Slope Protection & Erosion Control, Tunneling,Paving & Surfacing, Water Systems, Wells, Sewerage & Drainage, Irrigation, Fences & Gates,Landscaping. [Division 3]: Concrete Formwork, Concrete Reinforcement, Structural Concrete. [Division4]: Clay Unit Masonry, Concrete Unit Masonry, Stone, Marble, Granite. [Division 5]: Structural Steel,Metal Decking, Cold Formed Metal Framing, Metal Fabrications, Metal Stairs, Metal Railings,Ornamental Metals. [Division 6]: Rough Carpentry, Finish Carpentry, Architectural Woodwork, PlasticFabrications. [Division 7]: Waterproofing, Dampproofing, Insulation, Firestopping, ManufacturedRoofing & Siding, Membrane Roofing, Skylights. [Division 8]: Metal Doors, Wood Doors, SectionalOverhead Doors, Entrances & Storefronts, Metal Windows, Hardware, Glass & Glazing, Curtain Walls.[Division 9]: Ceiling Suspension Systems, Lath & Plaster, Drywall/Gypsum, Tile, Terrazzo, AcousticalCeilings, Acoustical Walls, Resilient Flooring, Carpet, Painting. [Division 10]: Louvers & Vents,Fireplaces & Stoves, Flagpoles, Interior Signs, Lockers, Partitions, Operable Partitions, Toilet & BathAccessories. [Division 11]: Food Service Equipment, Laboratory Equipment. [Division 12]:Manufactured Casework, Window Treatment, Rugs & Mats. [Division 13]: Ground Storage Tanks,Underground Storage Tanks, Solar Energy Systems. [Division 14]: Elevators. [Division 15]: FireProtection Systems, Plumbing Fixtures, Boilers, Packaged A/C Units, Air Handling, Ductwork, Testing& Balancing. [Division 16]: Service/Distribution, Interior Lighting, Emergency Lighting, Standby PowerGenerator Systems, Alarm & Detection Systems.

Additional DetailsAdditional DetailsListed On: 10/6/2016 Floor Area:Contract Type: Work Type: NewStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 5/23/2017 Mandatory Pre Bid Conference:Invitation #: 606308, 606308-99594 Commence Date: 8/1/2017

Report Date: 9/13/2017 8:14:02 AM © 2017 ConstructConnect. All Rights Reserved. Page 1 of 5

Structures: 2 Completion Date: 4/28/2019Single 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,Structural Engineer

Symmes Maini &McKee Associates(SMMA)

1000 MassachusettsAve. , Cambridge, MA02138

(617) 547-5400

(617) 354-5758

ConstructionManager, Owner

MassachusettsDepartment ofTransportation -Highway Division(DOT)

10 Park Plz. Suite6261, Boston, MA02116

(877) 623-6846

(617) 973-8040

Consultant Syska HennessyGroup Inc. - Boston

2067 MassachusettsAve. 5th Floor,Cambridge, MA02140

(617) 577-9900

(617) 577-9191

Consultant Andelman & LelekEngineering

1408 ProvidenceHwy, , Norwood, MA02062

(781) 769-8773

GeotechnicalConsultant

Haley & Aldrich 465 Medford St Ste2200 , Boston, MA02129

(617) 886-7400

(617) 886-7600

Owner MassachusettsDepartment ofTransportation(massDOT) - HighwayDivision - District 3

Ed Libsch 403 Belmont St. ,Worcester, MA 01604

(857) 368-9672

(508) 799-9763

ConstructionManager, Owner

MassachusettsDepartment ofTransportation -Highway Division(DOT)

FrankKucharski

10 Park Plz. Suite6261, Boston, MA02116

(857) 368-9520

[email protected]

(617) 973-8040

Architect Helene KarlArchitects, Inc.

GreggYanchenko

61 Skyfields Dr. ,Groton, MA 01450

(978) 449-0470

[email protected] (978) 449-0469

Electrical Engineer John J. Murphy, Jr.ElectricalConstruction &Engineering Inc.

John Murphy 379 Liberty St. ,Rockland, MA 02370

(781) 792-0059

[email protected]

(781) 792-0061

Mechanical Engineer Seaman EngineeringCorp.

Kevin Seaman 30 Faith Ave. ,Auburn, MA 01501

(508) 832-3535

[email protected]

(508) 832-3393

Awarded - GeneralContractor

CTA Construction Co.Inc.

Mike Martin 400 Totten Pond RdSuite 2nd Floor,Waltham, MA 02451

(781) 786-6603

[email protected]

(781) 786-6670

Civil Engineer,Structural Engineer

Symmes Maini &McKee Associates(SMMA)

Peter Glick 1000 MassachusettsAve. , Cambridge, MA02138

(617) 547-5400


BiddersBiddersCompanyCompanyNameName

ContactContactNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

ChapmanWaterproofingCompany

3/31/2017

395 ColumbiaRd PO Box255300,Boston, MA02125

(617) 288-3000

[email protected]

ProspectiveBidder -GeneralContractor

(617) 288-3005

BaconConstruction

5/4/2017

241NaragansettPark Dr. ,Rumford, RI02916

(401) 431-1200

[email protected]

Bidder -GeneralContractor

1 $37,165,700.00

(401) 431-0049

AnneseElectricalServices

3/31/2017

280 LibbeyIndustrialPkwy. ,Weymouth,MA 02189

(781) 337-6462


(781) 337-6559

Colantonio Inc 5/4/2017

16 Everett St. ,Holliston, MA

(508) 429-8666

[email protected]

ProspectiveBidder -

(508) 429-8699


mailto:

mailto:

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mailto:


7 Holliston, MA01746

8666 ioinc.com Bidder -GeneralContractor

8699

RockwellRoofing Inc.

3/31/2017

44 Pond St ,Leominster,MA 01453

(978) 537-7825

[email protected]


(978) 537-4132

Wayne J.Griffin Electric,Inc.

3/31/2017

116 HoppingBrook Rd ,Holliston, MA01746

(508) 429-8830

[email protected]


(508) 429-7825

William F.Lynch Co., Inc.

3/31/2017

50 MillbrookStreet ,Worcester, MA01606

(508) 756-5705

[email protected]


(508) 756-0089

CentralCeilings

3/31/2017

36 Norfolk Ave, South Easton,MA 02375

(508) 238-6985

[email protected]


(508) 238-2191

John F. SheaCo. Inc.

3/31/2017

41HollingsworthSt. P.O. Box365,Mattapan, MA02126

(617) 298-0356

[email protected]


(617) 296-8859

CapewayRoofingSystems

3/31/2017

664 SandfordRoad ,Westport, MA02790

(508) 674-0800

[email protected]

Withdrawn -GeneralContractor

(508) 678-2670

P. J. SpillaneCompany Inc.

3/31/2017

97 Tileston St ,Everett, MA02149

(617) 389-6200

[email protected]


(617) 389-4138

FontaineBrothers, Inc.

5/4/2017

510 CottageSt. ,Springfield,MA 01104

(413) 781-2020

[email protected]


(413) 781-1881

FolanWaterproofing&ConstructionCo.

3/31/2017

795WashingtonSt. , SouthEaston, MA02375

(508) 238-6550

[email protected]


(508) 238-9425

AdamsPlumbing &Heating Inc.

3/31/2017

43 PrintworksDrive P.O. Box126, Adams,MA 01220

(413) 743-2308

[email protected]


(413) 743-7350

Sullivan &NareyConstructionCo

3/31/2017

214 Maple St ,Holyoke, MA01040

(413) 532-6974


(413) 532-0656

Chabot &BurnettConstructionCo Inc

3/31/2017

36 RamahCircle NorthAgawam ,Agawam, MA01001

(413) 567-7681

[email protected]


(413) 786-1354

CostaBrothersMasonry, Inc

Mary Jo Lima 3/31/2017

2 LambethPark Dr. ,Fairhaven, MA02719

(508) 991-7634

[email protected]


(508) 991-7635

King Painting,Inc.

3/31/2017

50 High St.,Suite 22, NorthAndover, MA01845

(978) 683-7434

[email protected]


(978) 683-7198

GreenwoodIndustries Inc.

3/31/2017

640 Lincoln St, Worcester,MA 01605

(508) 865-4040


(508) 865-1123

FeeleyMcAnespieInc.

Ted Ensom 3/31/2017

200 TannerStreet , Lowell,MA 01852

(978) 441-2300


(978) 441-9277

KmdMechanicalCorporation

3/31/2017

310SouthwestCutoff Ste. A,Worcester, MA01604

(508) 795-1828


StanleyRoofing Co Inc

3/31/2017

42 Mitchell Rd, Ipswich, MA

(978) 356-7958

[email protected]

ProspectiveBidder -

(978) 356-1499












mailto:




mailto:

mailto:

mailto:


Roofing Co Inc 17 , Ipswich, MA01938

7958 roof.com Bidder -GeneralContractor

1499

Wolverine FireProtection Co.- Mount Morris

3/31/2017

8067 N. DortHwy. P.O. Box219, MountMorris, MI48458

(810) 686-4630

[email protected]


(810) 686-0440

ArmaniRestoration,Inc.

3/31/2017

95 BysiewiczDrive , ,Middletown,CT 06457

(860) 296-6811

[email protected]


(860) 296-1867

John W EganCo. Inc.

3/31/2017

PO Box600070 ,Newtonville,MA 02460

(617) 244-6390

[email protected]


(617) 244-6108

BrennanInteriorContractors

3/31/2017

127 CamelotDr Suite 2,Plymouth, MA02360

(508) 830-3830

[email protected]


(508) 830-3833

LaPanMechanicalContractors

3/31/2017

3 BethanyStreet ,Worcester, MA01604

(508) 793-2164

[email protected]


(508) 793-2193

DandisContractingInc

3/31/2017

1020 TurnpikeStreet, Unit 12,Canton, MA02021

(781) 828-9313

[email protected]


(781) 828-9314

CTAConstructionCo. Inc.

3/31/2017

400 TottenPond Rd Suite2nd Floor,Waltham, MA02451

(781) 786-6600

[email protected]

Awarded -GeneralContractor

(781) 786-6670

YankeeSprinkler

3/31/2017

612RPlymouth St.Ste 1, EastBridgewater,MA 02333

(508) 378-7212

[email protected]


(508) 378-7215

EmpireMasonryCorporation

3/31/2017

231 NorfolkStreet, ,Walpole, MA02081

(508) 660-1011

[email protected]


(508) 660-1028

Levangie ElecCo Inc

3/31/2017

59 OldWebster St. ,Hanover, MA02339

(781) 871-2639


(781) 331-8437

L.A.L.Masonry, Inc

3/31/2017

3 BourbonStreet, Unit 4,Peabody, MA01960

(781) 231-1844


(781) 231-1811

Robert WIrvine & Sons

3/31/2017

147 BlossomSt , Lynn, MA01902

(781) 581-0464

[email protected]


(781) 581-2860

PlanholdersPlanholdersCompany NameCompany Name Contact NameContact Name AddressAddress PhonePhone EmailEmail FaxFaxGrasseschi Plumbing &Heating Inc.

1299 Grafton St ,Worcester, MA 01604

(508) 753-3028


Energy Electric Co. 740 Quaker Hwy ,Uxbridge, MA 01569

(800) 308-4886

[email protected]

(508) 278-3229

Kenney Masonry PO Box 2506 , Amherst,MA 01004

(413) 256-0400

[email protected]

(413) 825-5557

Superior Caulking &Waterproofing Co., Inc

1154 Park Street Suit 1,Palmer, MA 01069

(413) 289-0100


Marmelo BrosConstruction CO

13 Ventura Drive , NorthDartmouth, MA 02747

(508) 995-6582

(508) 995-6926

Gryphon CommercialRoofing & Construction

PO Box 7309 , Tempe, AZ85281

(480) 553-5005

(480) 994-1189

K & K Acoustical Ceilings 1881 Main Street Suit 7,Tewksbury, MA 01876

(978) 851-8844

ContractsContractsReport Date: 9/13/2017 8:14:02 AM © 2017 ConstructConnect. All Rights Reserved. Page 4 of 5










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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


-H 1/2" MINIMUM ANCHOR BOLT PROJECTION

GATE VALVE CEMENT LINED DUCTILE IRON WATER MAIN

JEl

fr~ E3"• <j

T3 CUBIC FEET MINIMUM THRUST BLOCKS

4

POST INDICATOR VALVEN.T.S.

UNPAVED PAVED

PROPOSED GRADING

EXISTING GROUND SURFACE _

TTTTT PAVING AND SUB-BASE MATERIAL

£

Y

«X2

COMMON FILL- GRANULAR FILLX

22SEWER PIPE»

8" MIN. CLEARANCE IN ROCK-------------------- 12" MINIMUM£

1 ?GRAVEL PLACED AGAINST UNDISTURBED SIDES & BOTTOM OF TRENCH

y) YYX

8" MIN. GRAVEL BEDDING BELOW OUTSIDE DIAMETER OF PIPE1UNDISTURBED EARTH

NOTES:

1. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING.

2. PROVIDE AT LEAST ONE IMPERVIOUS DAM IN GRAVEL BEDDING BETWEEN EACH MANHOLE OR EVERY 300 FT., WHICHEVER IS LESS.

SECTION

BEND

« 4 |

SUPERVISORY SWITCH--------------COORDINATE WITH THE ELECTRICAL SUBCONTRACTOR

nranID

FLUSH WITH PAVEMENT IF APPLICABLE

FINISH GRADE

m ITITTITITITIII

CONDUIT

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32i < 4 < a < Xrt

WIDTH

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«4

2"MIN.—TYP.

i-

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I 18" MIN. l I

FINISHED GRADEFINISHED GRADE

COMPACTED GRANULAR FILL COMPACT IN 12" LIFTS COMPACTED GRANULAR FILL

COMPACT IN 12" LIFTS

< \° Oo°08'=OS”°°o OS”.,0pX0”Xo0„ /

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COMPACTED GRANULAR FILL COMPACT IN 6" LIFTSvk°§°°o°XX

O O O O °o0° °, o°on°_°nYIN^ COMPACTED SAND BEDDING MATERIAL .5 TO INVERT OF PIPE

b

XX

UNDISTURBED OR COMPACTED SUBGRADE

12" 12"PIPE

MIN. O.D. MIN.

__ ügpq

mmV A V- 3

V>1 14 <, A V< 4

Xl—14^>xx>x>x.

PLANPLAN

CAPPED TEE

© THRUST BLOCKS - FORCE MAINN.T.S.

MINIMUM BEARING AREA ( SQUARE FEET)

BENDS CAPS & TEES

FITTINGS PIPE SZ.

VALVES REDUC.90 ° 45 ° 22-1/2" 11-1/4"

6" 34 2 3 32 28" 53 36 3 5 5

610" 49 44 6 612" 9412 3 997

NOTE:

1. WIDTH & HEIGHT OF BEARING AREAS SHALL BE APPROX. THE SAME.2. BEARING SHALL BE ON UNDISTURBED SOIL

X

4 4 p/yy. n4A

ll €?2AA 4

xx>x>x>x>x>x>

ELEVATIONPLANPLANVALVECAPREDUCER

SIGN

PARKING

LIGTH BOLLARD: SEE ELECTRICAL PLANS

2" x 2" SQUARE GALVANIZED STEEL POST WITH MOUNTING HOLES

BOLLARD TO BE FLUSH TO GRADE & PLUMB

CONCRETE WALKWAY

POLYETHELENE BOND BREAKER1"

rFINISHED GRADE

- ÆtX DOMED CONCRETE CAP ( PAINTED)

/PROVIDE EXTRA LONG ANCHOR BOLTS

3’4' 6" O.D. GALVANIZED STEEL PIPE FILLED WITH

3,000 PSI CONCRETE (PRIME & PAINT WITH 2 COATS APPROVED YELLOW ENAMEL)

CAST IN PLACE CONCRETE FOOTING 4'-6"

CONDUITFINISHED GRADE4 #5 REBARS VERTICAL

6"#3 REBARS -12" O.C. HORIZONTAL T

COAT WITH ASPHALT BELOW GRADECOMPACTED GRAVEL BASE •UNDISTURBED OR COMPACTED SUBGRADE 3'-6" 3,000 PSI CONCRETE BASE

(SàffTT

•yNOTES:

^31. BOLLARD LOCATIONS MAY VARY FROM LOCATIONS SHOWN ON THE PLAN. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION.

v

J 2'-0"

6" MIN.2. PROVIDE POLYETHYLENE PLASTIC PIPE SLEEVE AT ALL STEEL BOLLARDS. PIPE SLEEVES ARE TO BE 8" I.D. X 48 INCHES HIGH, COLOR - YELLOW.

© PARKING SIGN BOLLARDN.T.S.

FINISHED GRADE

MANHOLE FRAME AND COVER ( TYP.)

GROUT (TYP.)FRAME AND GRATE, NEENAH R-4441-A OR APPROVED EQUAL z

X(XXXXXfT TXXXXXXFINISHED GRADE

10,JiINLET PIPE r6"QjX MORTAR

ADJ. TO GRADE W/BRICK MASONRY (2-COURSES MIN.)

4

LIQUID LEVEL-j- «I\ SORBENT

BATS b %

O__ iOUTLET PIPE

4’2'-0"

SHEA PRECAST CONC. 30" DIA. MINI CATCH BASIN OR APPROVED EQUAL

BARRELSECTION

3„_l

6" (TYP.)b34” NONSHRINK GROUT @ PIPE CONNECTIONS 3'-0" 3'-0"

2 >

10’-0"bBUTYL RUBBER JOINT OR COMPRESSIBLE JOINT FILLER (TYP.)

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4’ 3” COMPACTED GRANULAR FILLSUMP A TJôt

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A

NOTES:3” i

1. CONCRETE TO BE PRECAST PER ASTM OR CAST-IN-PLACE, H-20 LOAD.SUBMIT SHOP DRAWINGS.

112" MINIMUM CRUSHED STONE OR GRAVEL BEDDING

1UNDISTURBED SUBGRADE OR

COMPACTED BACKFILL2. SEPARATOR SHALL BE MANUFACTUREDBY ROTONDO & SON. OR APPROVED EQUAL


NOTE: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS 3. SEPARATOR SHALL BE MODEL NO. ST5x10-2( MODIFIED PRECAST SEPTIC TANK) OR APPROVED EQUAL

CONNECTIONS AS REQUIRED BY LOCAL FIRE DEPT.-------------- % °

HYDRANT TO COMPLY WITH TOWN STANDARDS.

12" SQ. CONC. MAT

FINISHED GRADE

1" TO 6"

1 4"■Vr-.-IM

CAST IRON- VALVE BOX

CONCRETE ENCASEMENTX CONTROL GATE VALVE & BOX -EQ. EQ. 15 LB. FELT

1MECHANICAL JOINT, NON-RISING STEM GATE VALVE AND BUFFALO TYPE BOX

CAST IRON CLEANOUT BYZURN #Z1440 ( EXTERIOR) SET FLUSH WITH FINISH GRADE

z|—SCREENED GRAVEL (2 CU. FT.

MIN.)bûn

— CONCRETE THRUST BLOCKS

IN PAVED AREAS, CARRY ENCASEMENT TO BOTTOM OF BINDER; IN GRASS KEEP 6" BELOW FINISH GRADE

4" C.l. RISER WITH BELL

2" MIN.

2"-0"

X/4

4. 17 17

MIN.“ r

? .■ ■ 17 . 4 . 4iüÉHP

m4" DIA. C.l. PIPE, 1/8 BEND 7 ^

-\4 -,6" MIN. ALL AROUND I8 CU. FT. ( MIN.) CONC. ENCASEMENT CEMENT LINED DUCTILE

IRON WATER

&■-RESTRAINED

JOINTS (TYP.) — CONCRETE THRUST BLOCKSWYE

■— CEMENT LINED DUCTILE

IRON WATER MAIN HYDRANT SHOENOTES:I PROVIDE 1/2" TO 3/4" CRUSHED

STONE TO 6" ABOVE HYDRANT DRAIN OR SHOE.

PIPE 1. EXTEND RISER SECTION AS REQUIRED TO ESTABLISH

PROPER HYDRANT ELEVATION.

Z SEE THRUST BLOCK DETAIL FOR CONCRETE THRUST BLOCK REQUIREMENTS.

4" MIN.UNDISTURBED OR COMPACTED SUBGRADE

©CLEANOUT HYDRANTN.T.S. N.T.S.

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©© © ©© 2,000 GALLON OIL/WATER SEPARATOR TRENCH DETAIL FOR SEWER PIPETRENCH SECTION - CPE DRAINS TRENCH SECTION - UTILITY PIPEAREA DRAINN.T.S.N.T.S. N.T.S. N.T.S.N.T.S.

rrH"

mm

”0” RING JOINT DETAIL

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.

-waæesTEK standardFRAME & COMER LEHARDN FDtJNOR? MODEL LÆ aaa/Laao-i cr cjw HKM/ICSSA

PLAN VIEW 5 LF OF 12" BLUE BRUTE C900 PIPE PER CITY OF WORCESTER STANDARDS

# i ^ 24" RISER

—------- W/-H-’-------OPENING

AT CENTER . AS SHOWN

■12" GREEN TRAP 2 PEICE LOCK JOINT SET IN , MORTOR /

5" MIN.T»..1 ACOJST TO ÉfiAÛE SMTH- RED HtWEft BRICK (12' MIH)

%- MORTARv-r-r an: 12" GREEN TRAP W/2 PIECE LOCK JOINT SET IN MORTAR

BUTYL ROPE GASKET (TYP.)STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC STEPS 12" O.C. (TYP.) TO BOTTOM -------

5 J0ÏÏ/Jf

IffMtMr

cn a Yr i\5' 5'GRAVEL SACKFUL' D PRECAST CONCRETE

CONE

Ï i1. ■ - <V L-'-V Y-24* R.B. WITH 14" \

OPENING AT CENTER

T2" GRAVEL BACKFILL

ffl

—&12‘ AIHEAE TOOT (FOR 4' H.HO “ &15 IH./LF, (FQP. 5‘ M.H.J

C,17 IH./LF. (P5R 5' M.H.)

Is?

\ *■6" MIN.WALL SECTION (12" ÎLC. TYPICAL) PRECAST CONCRETE MANHOLE

RISER SECTION12" CPE DRAIN PIPE

\l

W■■A

7

12" CPE DRAIN PIPE

4'-0” DIA.MORTAR JOINTS INSIDE AND OUT AFTER PRECAST SECTIONS ARE IN PLACE (TYP.) ----------------

PRECAST SUMP SECTION

12" MIN. CRUSHED STONE OR COMPACTED GRAVEL

5’ DIA. 4'-0" SUMP 5" (MIN.)/ v *

Xv"

*•<

’«SI u cnS

JOINT TRANSITION FROM BLUE BRUTE C900 PIPE TO CPE PIPE

S....N I-SET TRAP TO CLEAR UNE DROPPED FROM FRAME \■cr RING JUlwr-

3EE DETAIL BRICK SHELF SHALL BE SLOPED TOWARD CHANNEL. LOWEST SHELF ELEVATION TO BE AT LEAST AS HIGH AS CROWN OF HIGHEST PIPE

OUTHC CAST SfiSE

PRESSURE ■JOINT TRANSITION FROM BLUE BRUTE C900 PIPE TO CPE PIPE

THT INVERTS TO BE INVERTED ARCH WITH RED SEWER BRICK LAID AS STRETCHERS &ON EDGE-----------------------------------------

1 4 ,S SET IN 4' OF MORTAR. Hit* Œ.VÆ.R SBCK ONLY,

GRA

BRKK 4ONLDULY gk]1rm^■'Æ

ITCH-1/2" reH FT (TYP.)ASTM DE KS-0.15 SQUARE INCH PER LF. REINFORCEMENT FOR WALLS it BASE

'«fi*cmS Ié

^m•

lîffl'iæCTE FILL'UNDISTURBED OR COMPACTED SUBGRADE 3GRAVITY SEWERm-COMPACTED GRAVEL

OR 94" STONE (6’ MIN) CQUPACTTG GRAVEL STDME (S* UlUIMUri)

y .y .y y y y y .y y v v .v v v v .v .v v v v v v V W V V.V *. V v■_»rF*T~T~S~j PRECAST CONCRETE

MANHOLE BASE SECTION-----------------------

TF 12" MIN. COMPACTED SCREENED GRAVEL ( SEE MATERIAL SPECS.)

.4' MINIMUM. RESGE CIA.

NOTE: 1. STRUCTURE ADEQUATE FOR H-20 LOADING.SECTION A-A

TYPICAL MANHOLE1 rassit UNSUITABLE MATERIAL TO BE

REMOVED AND REPLACED WITH SCREENED GRAVEL COMPACTED IN 6" LAYERS

SEPTEMBER. 25.20»TYPICAL PRECAST CATCH BASINCOMPACTED SUBBASE

DEPARTMENT OF PUBLIC WORKS AND PARKS

Engineering DivisionSt XWawUA 0X601

TYPICAL. MXNWDLE

NOT TO SCALESO Baas

SHEET 3 CF 3 ,'tl MTF JL ©© TYPICAL SEWER MANHOLEDOUBLE PRECAST CONCRETE CATCH BASIN©© PRECAST CONCRETE DRAIN MANHOLEPRECAST CONCRETE CATCHBASIN N.T.S.N.T.S.N.T.S.N.T.S.

© LIGHT BOLLARD FOOTINGN.T.S.

WORCESTER365 PLANTATION PARKWAY

SHEET TOTALSHEETS

STATE FED. AID PROJ. NO.NO.

MA 23911

PROJECT FILE NO. 606308

DETAILS II

*p]massDOT# Mamchusctls Department of Transportation

^ J 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

SMMA

SYMMES MAINl & McKEE ASSOCIATES 1000 Massachusetts Avenue

Cambridge, Massachusetts 02138 P:617.547.5400 F:617.648.4920

Professional Stamp Professional Stamp

CJRDrawn By:

Checked By: PSG

HKA Project No. 13005

Scale: N.T.S.

Original Issue Date

RevisionsNo. Description

BID SET

Date

03/01/17

Plan Name:

Details II

Drawing Number:

C-502P:\2014\14084\CAD D\c\cs\C-501 .dwg 2/24/2017 4:18:19 PM

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Project Name:


Project Location

Project Architect

Professional Stamp

Original Issue Date

Revisions

No. Description Date

Plan Name:

Drawing Number:

Project Consultant

Professional Stamp

Ten Park Plaza

Suite 4160

Boston, MA 02116

617-973-7000


DISTRICT 3

ADMINISTRATION

BUILDING


HELENE KARL

Architects, Inc.

Drawn By:

Checked By:

Scale:

PSG

CJR

HKA Project No.

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

WORCESTER

365 PLANTATION PARKWAY

STATE

MA

PROJECT FILE NO.

-

606308

03/01/17BID SET

239

C-502

CJR

Details II

OR APPROVED EQUAL

1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS

UNDISTURBED OR COMPACTED

12" MINIMUM CRUSHED STONE

OR GRAVEL BEDDING

SUBGRADE

FINISHED GRADE

OR COMPRESSIBLE JOINT FILLER (TYP.)

NONSHRINK GROUT @ PIPE CONNECTIONS

CATCH BASIN OR APPROVED EQUAL

SHEA PRECAST CONC. 30" DIA. MINI

BUTYL RUBBER JOINT

SUMP

1

1

BARREL

SECTION

2'-0"

MORTAR

FRAME AND GRATE, NEENAH R-4441-A

MASONRY (2-COURSES MIN.)

ADJ. TO GRADE W/BRICK

11

DETAILS II

NOTE:

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".

NOTE:

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".

5'

12"

5 LF OF 12" BLUE BRUTE

C900 PIPE PER CITY OF

WORCESTER STANDARDS

12" CPE

DRAIN PIPE

JOINT TRANSITION FROM

BLUE BRUTE C900 PIPE TO

CPE PIPE

5'

12" GREEN TRAP

W/ 2 PIECE LOCK

JOINT SET IN

MORTAR

14"

13005

N.T.S.

1. BOLLARD LOCATIONS MAY VARY FROM

LOCATIONS SHOWN ON THE PLAN. THE

CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH

THE ENGINEER PRIOR TO CONSTRUCTION.

2. PROVIDE POLYETHYLENE PLASTIC PIPE SLEEVE

AT ALL STEEL BOLLARDS. PIPE SLEEVES ARE TO BE

8" I.D. X 48 INCHES HIGH, COLOR - YELLOW.

6" O.D. GALVANIZED STEEL PIPE FILLED WITH

3,000 PSI CONCRETE (PRIME & PAINT WITH 2

COATS APPROVED YELLOW ENAMEL)

SIGN

2" x 2" SQUARE GALVANIZED STEEL POST WITH

MOUNTING HOLES

2" THICK INSUL. METAL ROOF PANEL - SEE SECTION 07 41 00 (TYP.)

A-5314

CONT. GUTTER - SEE SECTION 07 41 00 (TYP.)

DOWNSPOUT - SEE SECTION 07 41 00 (2 TYP.)

NOTE: REFER TO DRAWING S-502 FOR STEEL CANOPY STRUCTURE (TYP.)

FUELING STATION CANOPYscale: 1/16"=r-o" Fmnnnj==L_f

0 10 20 30 FEET

NOTE: REFER TO DRAWING S-501 FOR STEEL CANOPY STRUCTURE (TYP.)

CANOPY #1 AND #2SCALE: 1/16"=1'-0" FUmnAJ==L_f 1

0 10 20 30 FEET

I I I I I


STAINLESS STEEL CLIP - SEE SECTION 07 41 00 (TYP.) -------

CONT. SEALANT - SEE SECTION 07 41 00 (TYP.) ----------------------------

METAL FASCIA - SEE SECTION 07 41 00 (TYP.) -------------------------

METAL EAVE CLOSURE - SEE SECTION 07 41 00 (TYP.) ------

STEEL PURLIN - SEE S-501 (TYP.)

34A-531

4A-531

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CONT. GUTTER - SEE SECTION 07 41 00 (TYP.)

i i i ii\

i i KDOWNSPOUT - SEE SECTION 07 41 00 (16 TYP.)

i i i i ii i i \ K\


i i i i i i i i

LOCATION OF STEEL BEAMS - SEE S-501 (TYP.)

LOCATION OF STEEL PURLINS - SEE S-501 (TYP.)


STAINLESS STEEL CLIP - SEE SECTION 07 41 00 (TYP.) ------- 6" TYP.


✓7

CONT. SEALANT - SEE SECTION 07 41 00 (TYP.) ----------------------------

S\

METAL FASCIA - SEE SECTION 07 41 00 (TYP.) -------------------------

/METAL GUTTER - SEE SECTION 07 41 00 (TYP.) ----------------------------

CL/>-METAL EAVE CLOSURE - SEE

SECTION 07 41 00 (TYP.) ------H:

/ CD

METAL CLOSURE - SEE SECTION 07 41 00 (TYP.) ------------------------------

/

//

\/

STEEL PURLIN - SEE S-502 (TYP.)1'-0"TYP.

/

4"x4" METAL DOWNSPOUT - SEE SECTION 07 41 00 (TYP.) ------------

II

II

II

!

:

CANOPY FASCIA DETAIL CANOPY FASCIA DETAIL CANOPY GUTTER DETAILSCALE: 3"=r-0" SCALE: 3"=1'-0" SCALE: 3"=r-0"F T T T 1 F T T T 1 F T T T 1

0 1 FEET 0 1 FEET 0 1 FEET

4"x4" METAL DOWNSPOUT - SEE SECTION 07 41 00 (TYP.)

DOWNSPOUT CLAMP - SEE SECTION 07 41 00 (TYP.)2" THICK INSUL. METAL ROOF

PANEL - SEE SECTION 07 41 00 (TYP.)STAINLESS STEEL CLIP - SEE SECTION 07 41 00 (TYP.) -------

4"x4" METAL DOWNSPOUT - SEE SECTION 07 41 00 (TYP.)

33

1 DOWNSPOUT CLAMP - SEE SECTION 07 41 00 (TYP.)=T

DOWNSPOUT ADAPTER (TYP.)

FACE OF COLUMN (TYP.) FACE OF COLUMN (TYP.)

/METAL FASCIA - SEE SECTION 07 41 00 (TYP.) ------------------------- / CONC. SPLASH BLOCK (TYP.)

\METAL EAVE CLOSURE - SEE SECTION 07 41 00 (TYP.) -------

/

/■y.

STORM DRAIN - SEE CIVIL DRAWINGS (TYP.)

STEEL PURLIN - SEE S-501 (TYP.)

CANOPY #1 AND FUELING STATION (TYP.) CANOPY #2

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


CANOPY ROOF PANEL DETAILS

SHEET TOTALSHEETS


239MA 78


JplmassDOT# £ Highway Division


Boston, MA 02116617-973-7000


Project Name:



Project Location


Project Architect

^HELENE -KARLArchitects, Inc.


Project Consultant


Drawn By:

Checked By: GKY

HKA Project No.

Scale:

MTV

AS NOTED

Original Issue Date


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

i.'JzrJVh I

SEE ELECTRICAL 1- 1”1- bent PLAÊ 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

* TYPICAL INTERIOR CONDITION®3/81/

*1 /V|A 1 —1/2”=1 ’—0”24”x48” CONCRETE COLUMN WITH SMOOTH RUBBED FINISH

2" (TYP) CNJ

.L , j..........CM BASE PLATE ON 2” GROUT

^ II Î I ! I

^ ii Î ! I IK X5”✓

Ç. BOLTS (NOT SHOWN FOR CLARITY)CNJ CO7 4 I I

X Ï 24”x48” CONCRETE COLUMN SEE 3/S-501 FOR REINFORCING1 w w A SUPPORT GIRDERJW24 BEAM SEE PLANSPACER PLATE1$" BASE PLATE

2’—0”CNJTYP OF 4j HSS8x4x| OUTRIGGER, COPE BOTTOM AT THE

TWO PURLINS OVER THE COLUMN, WELD BOTTOM PLATE (TO REPLACE CUT BOTTOM) AND GRIND CONTINUOUS WELD SMOOTH

I

A 8GRIND SMOOTH, TYP.l\

SECTION A-ABASE PLATE DETAIL©10-|8 T&B LONG WAY 15-|8 T&B SHORT WAY PLACE SHORT WAY REINFORCING INSIDE THE LONG WAY REINFORCING. PROVIDE #9 BARS (IN LIEU OF #8 BARS) AT COLUMN DESIGNATED (A) (SEE PLANS)

3/8" PLATE TO HSS28x4xj (LLV) CONT. HSS 16x4 BEAM3/4”=1’-0”3/4”=l’-0” LlNOTES:1. * INDICATES WELD FULL LENGTH OF BEAM, INCLUDING AT SPACER PLATES

S

4’-0”74” 4”

/ /4” 4” /_ /

s Ivs s✓ ✓4-#8 IN 2 ROWS (8 TOTAL)AT EACH SHORT SIDE OF COLUMN, PROVIDE #9 BARS (IN LIEU OF #8 BAR 5) AT (A) COORDINATE BARS WITH BEjAM ANCHOR RODS

Z2 ~7~,TQT

CHAMFER ALL EXPOSED CORNERS (INCLUDING TOP)

I I PLATE g"x8”x1’-2" END PLATE WITH VENT HOLE AT BOTTOM AND HORIZONTAL SLOTTED HOLES FOR CONNECTION BOLTS

TYP.//

X

VIÎK, /

1/

HSS16x4xg TYPICAL AT 30’ BAYS HSS20x4xg AT 50’ BAYS

a" END PLATE WITH VENT HOLE AT BOTTOM

W24 GIRDER WITH FITTED STIFF. PLATE EACH SIDE AT BEARING LOCATIONS

( i

BEARING PLATE WITH 4 BOLTS. SEE PLAN FOR LOCATIONS WHERE THE HOLES ARE TO BE SLOTTED FOR EXPANSION

T T T T3” CLR. /8ol ll l I /

ALL AROUND CNn n n n 8//\ji( |__ j i i J

4-0" TYP.

5’—0” AT (Â) Ü1

/

I IIli’x5$" VERTICAL REVEAL EACH SIDE AT MID-DEPTH OF COLUMN

/

4-#8 VERTICAL EACH LONG SIDE OF COLUMN, PROVIDE #9 BARS AT COLUMN DESIGNATED © (SEE PLANS)

/ / / / / / 7

I

\

TYPICAL END CONDITION©PARKING CANOPY SECTION COLUMN PLAN VIEW SECTION© © 1 1/2”=1’-0"3/4”=l’-0” 3/4"=1’-0”

1TYP.PARKING CANOPY FOUNDATION PLAN© 1/16"=1’-0”

I I 14’-0”x7’-0"x2’-6” DEEP FOOTING n12’-0"x7’-0"x2’-6”

DEEP FOOTING (TYP. U.O.N.)24”x48” CONCRETE COLUMN, TYP.

r i

40H hr 0H 1-B !- hBl B I-D Oh hBh hBh hBh !-Bh+® I

I_____ I

6-0 50-0 14 BAYS 0 30 -0 = 420 -0 6-0 GENERAL NOTES

1. STRUCTURAL STEEL CONNECTION HARDWARE SHALL BE GALVANIZED.2. CONCRETE: f’c=4000 PSI3. DESIGN LOADS: LOADS NOTED ARE UNFACTORED WORKING STRESS LOADS:

DEAD LOADS:

1TYP.

T PV PANEL ALLOWANCE SNOW LOADS:

60 PSF ACTING ON ENTIRE SPAN 60 PSF ON ONE SIDE OF COLUMN AND 30 PSF ON THE OTHER.

6 PSF

WIND LOADS:7 30 PSF ACTING UPWARD OR DOWNWARD ON ONE SIDE OF COLUMN.SEISMIC:

SEE S-001 FOR SEISMIC SITE CRITERIA.CO CO CO CO CO CO CO CO CO CO CO CO CO CO03LO in LO un LO LO LO in in LO LO in LO in

to to to to to to to to to to to to to to{} ®n 0 0 n 0 0 0 0 0 0 0 0 0 0 {}o A

4A W iCO CO

If 1 CO

If i CO

HiCO

If 1 CO

HiCO

HiCO

HiCO

HiCO

HiCO

HiCO

HiCO

HiCOCO□= □= □= □= □= □= □= □= □= □= □= □= □= □= □=

l t t t t t t t t t t t t t tCN CN CN CN CN CN CN CN CN CN CN CN CN CN CN

OX X X X X X X XX X X>g >6 >g >g >g

CN€N CN CN CN CN CN CN CN CN CN CNCN CN CN CN5S& & & & TYP.

(F) (S) (F) (S) (F) (S) (F) (S) (F)(S) (F) (S) (F) (S) (F) (S) (F) (F) (S) (F) (S) (F) (S)(S) (F) (S) (Oj(F) (S) (F)

PROVIDE A304 $"# TIE RODS (OFFSET BY 3”) THROUGH MID-DEPTH OF TUBES WITH NUTS AND WASHERS ON EACH SIDE

PARKING CANOPY FRAMING PLAN© lO’-O”l/l6”=l’-0” o.c. TYP.

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

I

9 9

1?

I

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.


PARKING CANOPY PLANS AND DETAILS

SHEET TOTALSHEETS

STATE FED. AID PROJ. NO. NO.

MA 163 239


JplmassDOT^ £ Highway Division


Boston, MA 02116617-973-7000


Project Name:



Project Location


Project Architect

J^HELENE-KARLArchitects, Inc.


Project Consultant

SMMA

SYMMES MAINl & McKEE ASSOCIATES 1000 Massachusetts Avenue

Cambridge, Massachusetts 02138 P:617.547.5400 F:617.648.4920


Drawn By:Checked By: BRWHKA Project No.Scale:

RTL

Original Issue Date


BID SET

Date

03/01/17

Plan Name:

Parking Canopy Plans and Details

Drawing Number:

S-501

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TIES @

3” TO

P

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3 SPACES § 3’-10" = H’_6”

HSS6x3xf| W/ I” BEARING PLATE & 4-f 0 BOLTS (TYP)

DEPTH TO MATCH — BEAM FLANGE WIDTH

E >

2 LPLATE TO MATCH BEAM THICKNESS 12

W12 BEAM-'(COPE END AS SHOWN)

GENERAL NOTES

1. STRUCTURAL STEEL CONNECTION HARDWARE SHALL BE GALVANIZED.2. CONCRETE: f’c=4000 PSI3. DESIGN LOADS: LOADS NOTED ARE UNFACTORED WORKING STRESS LOADS:

DEAD LOADS:PV PANEL ALLOWANCE

SNOW LOADS:60 PSF ACTING ON ENTIRE SPAN 60 PSF ON ONE SIDE OF COLUMN AND 30 PSF ON THE OTHER.

6 PSF

WIND LOADS:30 PSF ACTING UPWARD OR DOWNWARD ON ONE SIDE OF COLUMN.

SEISMIC:SEE S-001 FOR SEISMIC SITE CRITERIA.

4. FOUNDATION DESIGN IS BASED ON A MINUMUM ALLOWABLE BEARING PRESSURE OF 2 TSF.

HSS6x3 PURLINrZ6x4x| (LLV) CONT.

PLATE §'’x6”xl’-r END PLATE WITH VENT HOLE AT BOTTOM AND HORIZONTAL SLOTTED HOLES FOR CONNECTION BOLTS

TYPICAL HSS6x3 PURLIN END DETAIL© SEE FUELING STATION DRAWINGS FOR PAVING AND ISLAND SIZE AND REINFORCING1 1/2”=1’-0”

=CO

I

ofosro

2’-0”

6’-0”x6’-0” FOOTING

REINFORCED W/ 6-#7 BOTTOM EACH WAY

FUELING STATION CANOPY SECTION© 3/4”=1’-0”

2-0

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

RP

W12x40 W12x40

I

ii

4

FUELING STATION CANOPY FRAMING PLAN© 1/4”=1’-0”

NOTES:1. ,RP^ INDICATES SPAN DIRECTION OF METAL ROOF PANELS, SEE ARCH. DWGS.

<l COLUMN

IHSS12x8xj COLUMN (TYP)

Ir~noo

i_ _ _ _ _ _ i

lL J

o SEE FUELING STATION DRAWINGS FOR CONCRETE ISLAND

iSLOPEOJ

1”DN. i

r n

Hsse’-o'xe’-o’xi’-e”DEEP FOOTING (TYP)

II Io

CJÜ3 +■6^

I_ _ _ _ _ _ I

IL J

FUELING STATION CANOPY FOUNDATION PLAN© i/4”=r-o”

soICO

oo

soICNJ

oo

soICO

\\

2”// 7

I

l” FITTED STIFF. PLATE EACH SIDE (TYP)

I

I

I

I


FUELING STATION CANOPY PLANS AND DETAILS

SHEET TOTALSHEETS

STATE FED. AID PROJ. NO. NO.

MA 164 239


JplmassDOT^ £ Highway Division


Boston, MA 02116617-973-7000


Project Name:



Project Location


Project Architect

a^HELENE-KARLArchitects, Inc.


Project Consultant

SMMASYMMES MAINl & McKEE ASSOCIATES

1000 Massachusetts Avenue Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920


Drawn By:Checked By: BRWHKA Project No.Scale:

RTL

Original Issue Date


BID SET

Date

03/01/17

FUELING STATION CANOPY PLANS AND DETAILS

Plan Name:

Fueling Station Canopy Plans and Details

Drawing Number:

S-502

sCNJ

& GR

OUT

1” SH

IM

ii

r!

co

o«Ô

5<o 5

Fn

u_

yi

O

“Om m

3C

O

HSS

6x3x

4

HSS

6x3x

^

II

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


FLEET FUELING STATION

SHEET TOTALSHEETS


238 239MA


FplmassDOT# ^ Highway Division


Boston, MA 02116617-973-7000


Project Name:



Project Location


Project Architect

^HELENE-KARLArchitects, Inc.


Project Consultant

TIGHE & BOND


Drawn By:

Checked By:

HKA Project No.

Scale:

JMH, LPT, ALP

GMR

Original Issue Date


BID SET

Date

3/1/17

Plan Name:

FLEET FUELING STATION

Drawing Number:

FS - 001

mm

MAX

IMU

M

SUM

P DE

PTH


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.

PROJECT FILE NO. 6063081” RGS CONDUIT LEVEL AND SUMP SENSOR WIRING

INTERSTITIAL MONITORING HANDHOLE

CENTER MANWAY ON INTERSTITIAL RISERTANK MANWAY 23-6" FLEET FUELING STATION1CM

■A«.• ' VINTERSTITIAL SENSOR WIRE

MIN. 18” 4 ’

-WEATHERPROOF JUNCTION BOXT •« • ■*

F ■* À ■' / CM4*oo S:' • • 4 COMPRESSION GLAND• 4X 4' .

EXPLOSION-PROOF SEAL FITTING

<I

M JplmassDOTW m Highway Division

1/2” RGS CONDUIT INTERSTITIAL SENSOR WIRING

2 <r *2" VENto <4* ' «• 4- ■ro *4 . « .4. j* •

T}

<L14” GALV STEEL SKIRT IAUTOMATIC SHUT-OFF VALVE

LIMIT CAPACITY TO 95% OF TANK VOLUME

RGS CONDUIT2” SWAGELOCK SS OR BRASS RISER CAP ADAPTER 2

Q EXTEND 2”INTERSTITIAL RISER TO WITHIN 6” OF FINISHED GRADE


Boston, MA 02116617-973-7000


io

o

Æki

oo

I

MAGNETOSTRICTIVE LEVEL PROBE WITH FUEL AND WATER SENSORS

PROVIDE fc" WASHED-----CRUSHED STONE UNDER CONC PAD

12”x12” - 18’ DEADMAN (2)19-6” Project Name:TYPICAL INTERSTITIAL MONITORING ACCESS MANHOLE

NO SCALE6.000 GALLON TANK DETAIL DISTRICT 3ADMINISTRATIONBUILDING

NO SCALENOTES:1. THE QUANTITY, LOCATION AND MATERIAL FOR HOLDDOWN STRAPS SHALL BE

AS SPECIFIED BY THE TANK MANUFACTURER.

MASSDOT Project #6063084-0”

Project Locationn 4” DIA, STAINLESS

STEEL BOLLARD 365 PLANTATION PARKWAY WORCESTER, MA

#5 BARS AT 12” OC EACH WAY, TOP & BTM

i-3” COVER (MIN)

1” CHAMFER ALL EXPOSED EDGES TOP OF PAD 4" MIN 2" (TYP) 2" (TYP) r 1%" (TYP)

FIN. GRADE\

TÇ • ;■ a m ■'m

■. < m ■ .. • • ------- & .. <A . • < * . . A

Am 4-

<*<CM. - > 44

SLOPE (TYP) •< • 4 4<A* • < < <4<•< ' 4 • <4 &<

ÆSM3.^

Jims»—<4 «< <

FIN. GRADE < *4 412” PROCESSED ■

AGGREGATE BASE<■CM •v*<

4 4*.<• < 4 <<r 4 4. <4< <

• 4 4<

„•**

Project Architect41^" (TYP)NOTES:

REINFORCING STEELO 1. CONCRETE SHALL BE 5000 PSI CONCRETE WITH 3/4” AGGREGATE.

■< •<IM" ^HELENE-KARL

3,000 psi CONCRETE. 4

CONCRETE PAD POSITIVE LIMIT BARRIER Architects, Inc.NO SCALEco NO SCALE

61 Skyfields Drive, Groton, Massachusetts 014501-6"

DIA

Project Consultant

4” DIAMETER U-SHAPED STEEL BOLLARDNO SCALE

TIGHE & BOND

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

/


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

NO SCALE

Drawing Number:

FS - 002