Brighton Dam Facility Upgrades and Site ImprovementsBrighton Dam Facility Upgrades and Site ImprovementsCategory: Dams and Canals Project ID #: 1004188447Street Address: Brighton Dam Brookeville MD 20833 Staff Estimate Value $1,000,000.00County: Montgomery Stage: Biddate SetBid Date: 11/3/2016 , 02:00PMArchitect:Documents Available: Plans, Specs available in Insight Plans available from Washington Suburban Sanitary

Commission AdministrationLast Update: 10/14/2016 Specs were Added/Updated

NotesNotes

Details [Division 2]: Clearing, Earthwork, Grading, Slope Protection & Erosion Control, Paving & Surfacing,Water Systems, Sewerage & Drainage, Irrigation, Fences & Gates, Landscaping. [Division 3]: ConcreteFormwork, Concrete Reinforcement, Structural Concrete, Architectural Concrete, Structural PrecastConcrete. [Division 4]: Concrete Unit Masonry. [Division 5]: Metal Fabrications, Metal Railings,Ornamental Metals. [Division 6]: Rough Carpentry, Prefabricated Structural Wood, Finish Carpentry.[Division 7]: Waterproofing, Dampproofing, Insulation, Exterior Insulation & Finish Systems,Firestopping. [Division 8]: Entrances & Storefronts, Metal Windows, Hardware, Glass & Glazing,Curtain Walls. [Division 9]: Ceiling Suspension Systems, Lath & Plaster, Stucco, Drywall/Gypsum, Tile,Resilient Flooring, Painting. [Division 10]: Louvers & Vents, Lockers, Protective Covers, Toilet & BathAccessories. [Division 11]: Fluid Waste Treatment/Disposal Equipment. [Division 12]: WindowTreatment. [Division 13]: Ground Storage Tanks, Underground Storage Tanks. [Division 14]: MaterialHandling Systems, Hoists & Cranes. [Division 15]: Mechanical Insulation, Plumbing Piping, PlumbingFixtures, Ductwork, Testing & Balancing. [Division 16]: Service/Distribution, Emergency Lighting,Alarm & Detection Systems.

Additional DetailsAdditional DetailsListed On: 10/13/2016 Floor Area: 4,000Square FeetContract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: CityBid Date: 11/3/2016 Mandatory Pre Bid Conference:Invitation #: 433 Commence Date: 12/2/2016Structures: 1 Completion Date:Single 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

Owner WashingtonSuburban SanitaryCommissionAdministration

Nola Song 14501 Sweitzer Ln. ,Laurel, MD 20707

(301) 206-8271

Nola.Song@wsscwater.com

(301) 206-8276

BiddersBiddersCompanyCompanyNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

MAR Construction 10/14/2016

141 RiverchaseWay , Lexington,SC 29072

(803) 796-8960

GeneralContractor

(803) 796-4400

BarnardConstructionCompany, Inc.

10/14/2016

701 Gold Ave. ,Bozeman, MT59715

(406) 586-1995

kelly.pavlik@barnard-inc.com

GeneralContractor

(406) 586-3530

Adams RobinsonEnterprises, Inc

10/13/2016

2735 NeedmoreRoad , Dayton, OH45414

(937) 274-5318

arco@adamsrobinson.com

GeneralContractor

(937) 274-0836

HayesConstructionCompany - MD

10/14/2016

14307Jarrettsville PikeP.O. Box 368,Phoenix, MD

(410) 628-7900

GeneralContractor

(410) 628-1579

Report Date: 10/14/2016 8:14:34 AM © 2016 ConstructConnect. All Rights Reserved. Page 1 of 2

Phoenix, MD21131

Fort MyerConstructionCorporation

10/14/2016

2237 33rd St. NE ,Washington, DC20018

(202) 636-9535

fortmyer@fortmyer.com

GeneralContractor

(202) 526-8572

Civil Construction,LLC

10/14/2016

2413 SchusterDrive , Hyattsville,MD 20781

(301) 341-7200

GeneralContractor

(301) 341-7137

BoulevardContractors Corp.

10/14/2016

10451 Mill RunCircle, Suite 1005,Owings Mills, MD21117

(410) 356-8060

info@blvdcontractors.com

GeneralContractor

(410) 356-8061

PlanholdersPlanholdersCompany NameCompany Name AddressAddress PhonePhone EmailEmail FaxFaxAmerigal Construction Company 4905 Baltic Ave. , Rockville, MD

20853(301) 326-1652

Buyer Activity ReportBuyer Activity ReportStatusStatus Activity LevelActivity Level ContacContac

ttCompanyCompanyNameName

SourceSource PhonePhone EmailEmail BusinessBusinessTypeType

TradesTrades LastLastActiveActive

NewNew ZackLutz

WaterManagementSolutions

(434)664-5723

zlutz@watermngt.com

Supplier SanitarySewerageUtilities,StormDrainageUtilities,WaterwayConstructionandEquipment,Marine C...

10/13/2016

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor 11/3/2016 Owner Open Bidding

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 10/14/2016 False

Report Date: 10/14/2016 8:14:34 AM © 2016 ConstructConnect. All Rights Reserved. Page 2 of 2

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MONITORING PIPE/ 7 REINFORCING AROUND CIRCULAR TANK OPENING/ 14TYP OF 4 \C -8 0 3 TTP \ M - 8 0 2 / X £L 376.2X EL 374.9

2,500 GAL GAS0H0L UST

APPROX. EL 376.2APPROX. EL 375.8

APPROX. EL 375.2

SLOPE

2,500 GAL DIESEL UST

/ SLOPESLOPE

44 DIA. MANHOLE FOR SUBMERSIBLE PUMP AND CONTAINMENT SUMP (TYP OF 2)

12" DIA. ACCESS PORT FOR FILL RISER12" DIA. ACCESS PORT

FOR VENT RISERAPPROX. EL 375.7

SLOPE

SLOPEAPPROX. EL 375.1

APPROX. EL 376.018" DIA. ACCESS PORT FOR AUTOMATIC TANK GAUGE

(TYP OF 2)

12" DIA. ACCESS PORT FOR INTERSTITIAL MONITORING

X EL 375.8

1 9 - 0 ”

6 a TANK PADC -8 0 3

RECTANGULAR REINFORCING AROUND TANK OPENING

EL 374.9 x

TANK PAD NOTES:

1. SPOT ELEVATIONS SHOWN FOR FINISHED GRADE ARE APPROXIMATE. UST CONCRETE PAD TO BE INSTALLED TO MATCH FINISHED GRADE AND TO PROVIDE DRAINAGE OFF OF PAD AS SHOWN.

2. MAINTAIN ACCESS MANWAYS AND ACCESS PORTS AT HIGHER ELEVATION THAT SURROUNDING FINISHED CONCRETE SLAB SURFACE TO MAINTAIN POSITIVE STORMWATER DRAINAGE AWAY FROM ACCESS MANWAY OR PORT TO PREVENT PONDING OF SURFACE WATER.

3. SEE SHEET M -8 0 2 FOR CONCRETE PAD REINFORCING.

FINISHED GRADE 3 - 6 ”

UNDISTURBED SOIL/ COMPACTED SUBGRADE

(TYP)28” MIN.

1 - 4 " MIN.

C R -6 STONE BACKFILL

r x y ( .) ( 6” MIN.

f 6” MIN.

UNDISTURBED

FINISHED GRADE

GRADED AGGREGATE BASE (GAB) BACKFILL

2" FIBERGLASS REINFORCED PLASTIC PIPING TO DISPENSERS

3 - 6 ”

SOIL (TYP)

8 \ FUEL UNE TRENCHC -8 0 3 / NOT TO SCALE

FUEL LINE TRENCH NOTES:

1. MARKER TAPE TO BE INSTALLED A MINIMUM OF 12 INCHES BELOW FINISHED SURFACE.

2. A MINIMUM OF 18 INCHES OF BACKFILL TO BE PLACED ABOVE PIPING.

2” HIGH ROUNDED CONCRETE AT TOP OF BOLLARD

*

6” DIA. STEEL PIPE (SHC. 40) / “ FILLED WITH CONCRETE

i ” THICK PLASTIC BOLLARD COVER

SLOPE CONCRETE TO FINISHED GRADE

1 - 6 ”

CONCRETE

6”

T

9 \ FUEL ISLAND BOLLARD.C -8 0 3 NOT TO SCALE

oI<N

C12X20.7 STEEL CHANNEL

A -3 2 5 3 / 4 ”0 BOLTS (TYP OF 4)

12” X 16” X 3 / 8 ” THICK STEEL PLATE

MONITORING PIPETANK SLAB

TANK SUPPLYVALVE BOX

FUEL TANKPER CONTRACT DRAWING

TANK FILL

TANK RETURN

VALVE BOX

MONITORING PIPEPLANCOVERNO SCALE

4 GALVANIZED IRON PLUG WITH SQUARE HEAD

COVER

3000 PSI @ 28 DAYS CONCRETE PVC FEMALE ADAPTER

CONCRETE SAND

£

EXISTING GRADE

MIN. 124 SCHEDULE 40 PVC P IP E -^ to

BENTONITE

UPPER SECTION OF VALVE BOX (SEE DETAIL W /2.1)

CONCRETE SAND 6” (TYP.)

GENERAL NOTES:ASTM C—33 SIZE NO. 8 GRAVEL, 6" ALL AROUND WELL SCREEN 1. EXTEND SCREEN TO 2 - 0

BELOW BOTTOM OF TANK BASE.

2. SCREEN SLOT SIZE 0 .0 2 INCH M IN.t 0 .0 2 5 INCH MAX.

TANK DEADMAN

4 fi SLOTTED SCH. 40 WELL SCREEN

PVC CAP DETAIL

STANDARD DETAILAPPROVED: JULY 2 0 0 5WASHINGTON

SUBURBAN

SANITARYCOMMISSION

MONITORING PIPE OF FUELTANK

Chief Engineer

2 ” CARBON STEEL PIPE

CARBON STEEL U-BOLT (TYP.)

1” LEVELING GROUT

MONITORING PIPE,C -8 0 2 NOT TO SCALE

VENT PIPING TRANSITION SUMP

EX. GRADE

2 ” MIN. (TYP)

30” DIA. CONCRETE FOUNDATION

UNDISTURBED SOIL (TYP)

2" FIBERGLASS REINFORCED RUSTIC VENT PIPING FROM UST

FLEXIBLE SUMP ENTRY BOOT

TEST BOOT WITH . „ . . \SCHRADER VALVE 1 / 4 (T Y P .) /

LIQUID SENSOR (SEE NOTE 3)

M200

MONITORING PIPE NOTES:

1. DETAIL SHOWN FOR REFERENCE. CONTRACTOR SHALL INSTALL MONITORING PIPE IN ACCORDANCE WITH COMAR 26.10.03. REQUIREMENTS OF COMAR 26.10 .03 SHALL TAKE PRECEDENCE.

2. MONITORING PIPE TO BE INSTALLED WITH MANHOLE AND SKIRT IN ACCORDANCE WITH CONTRACT SPECIFICATIONS, IN LIEU OF UPPER VALVE BOX SECTION SHOWN.

8 - #5 VERTICAL BARS (TYP.)

#3 STIRRUPS @ MAX 12” 0 /C (TYP.)

3 0 ” DIA. CONCRETE FOUNDATION

CARBON STEEL U-BOLT (TYP.)

0 BOLTS)F 4 )

C12X20.7 STEEL CHANNEL

12” X 16" X 3 / 8 ” THICK STEEL PUTE

3" MIN. (TYP)

3 0 ” DIA. CONCRETE FOUNDATION

MfflmPLAN SECTIONK=£

10 A VENT PIPE SUMP AND STANDC -8 0 2 NOT TO SCALE

VENT PIPE SUMP AND STAND NOTES:

1. SEE SHEET C -8 0 2 FOR VENT PIPE ROUTING TO VENT PIPING TRANSITION SUMP.2. FUEL VENT UNES SHALL SLOPE 1 /8 ” PER FOOT TO FUEL TANKS. CONTRACTOR TO COORDINATE VENT PIPING

TRANSITION SUMP PENETRATIONS.3. CONTRACTOR TO INSTALL LIQUID SENSOR PER MANUFACTURER SPECIFICATION AND SHALL ANCHOR SENSOR LESS

THAN 1 INCH OFF SUMP BOTTOM.4. ABOVE GRADE VENT PIPING SHALL BE SLOPED TOWARD VENT PIPING TRANSITION SUMP.5. ABOVE GRADE PIPING SHALL BE PAINTED IN ACCORDANCE WITH WSSC PREFERENCE.6. VENT CAP TO BE INSTALLED AT TERMINATION OF VENT PIPING ABOVE GRADE, IN ACCORDANCE WITH CONTRACT

SPECIFICATIONS.7. REINFORCE CONCRETE S U B WITH MINIMUM 6X6 - W1.4 X W1.4 WWF. MAINTAIN A MINIMUM OF 3 IN. CONCRETE

COVER OVER REINFORCEMENT.8. STEEL PUTE SHALL BE INSTALLED WITH A MINIMUM 1 IN. LEVELING WASHER AND GROUT.

M P M Project #14-1412

100% SUBMISSION

EA Engineering, Science, and Technology, Inc., PBC

Hunt Valley Center 225 Schilling Circle

Hunt Valley, Maryland 21031 (410) 5 8 4 -7 0 0 0

DESIGN: RCI 8/31/2016

DRAWN: JP 8/31/2016CHECKED: GAT 8/31/2016

PROFESSIONAL CERTIFICATION

I H ER EB Y C E R T IF Y TH A T T H E S E D O C U M E N TS W E R E P R E P A R E D O R A P P R O V E D BY ME, A N D TH A T I AM A D ULY L IC EN S ED PR O FE S S IO N A L E N G IN E E R U N D ER TH E LAW S O F TH E STA TE M ARYLAND.

L IC EN SE NO.: 15453 EXP IR A TIO N DATE: 07 /02 /2017

DATE REVISIONS

CONTRACT: BD5969A15

WASHINGTON SUBURBAN SANITARY COMMISSION ($THESE DOCUMENTS CONTAIN PRIVILEGED AND CONFIDENTIAL INFORMATION WHICH SHALL NOT BE REDISTRIBUTED WITHOUT PRIOR WSSC APPROVAL

M IM A R A R CHITECTS, IN C . Architecture, Engineering, Design/Build 7004 Security Blvd, Suite #210 Baltimore, M D 21244 Phone: 410-944-4900 Fax: 410-944-8044

BRIGHTON DAM FACILITY UPGRADES AND SITE IMPROVEMENTS NEW FUELING AREA DETAILS C-803

NO 22

OF 88

I I IPLOT DATE: August 31, 2016

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12* DIA. GRADE LEVEL ACCESS PORT FOR VENT RISER

M -802RECTANGULAR REINFORCING AROUND TANK OPENINGFINISHED GRADE (TYP)

2’ APPROX. (TYP)

18 DIA. GRADE LEVEL ACCESS PORT FOR AUTOMATIC TANK GAUGE 12' DIA. GRADE LEVEL ACCESS

PORT FOR FILL RISER12* DIA. GRADE LEVEL ACCESS PORT FOR INTERSTITIAL MONITORING

4 4 ' DIA. GRADE LEVEL MANHOLE FOR SUBMERSIBLE TURBINE PUMP CONTAINMENT SUMP

SLOPE TO DRAIN (TYP) SLOPE TO

DRAIN (TYP)EL VARIES (SEE M-803) EL VARIES

EL VARIES EL VARIES

XLIIEL 369.3 EL 369.2

MONITORING PIPESTP ENCLOSURE/ 12 C-803

M -801

IHOLDOWN STRAPS (TYP.)I ISTRIKER PLATE

(TYP.)

JAEL 364.0 EL 363.9 (BOTTOM OF UST/TOP OF DEADMAN)

1 - 0 * (APPROX)EL 363.0 EL 362.9

6* MIN. COMPACTED STONE (AASHTO NO. 57)= i i = =

EL 362.0UNDISTURBED SOIL (TYP.)

10* -0 * (APPROX)

TANK MANHOLE AND MANWAYS (BEYOND) (TYP)

EL VARIES (SEE M-803)

APPROX. LIMIT OF EXCAVATION TO BE BACKFILLED WITH PEA

GRAVEL INCLUDING BaOW TANK AND BETWEEN DEADMEN

EL 361.9 (BOTTOM OF MONITORING WELL)

CONCRETE DEADMAN (TYP. OF 4)

2,500 GALLON UST (TYP OF 2 )

EL VARIES

EL VARIES ■ | ' . | ‘ 8* (MIN.) r EL VARIES

H

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II!jI

> , < r 1111i1!

t II

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1*-0" (APPROX)EL 362.9

6* MIK. COMPACTED STONE (AASHTO NO. 57)''X ' \ " s '

UNDISTURBED SOIL (TYP jEL 361.9

APPROX)

TYP VC-803

APPROX. LIMIT OF EXCAVATION TO BE BACKFILLED WITH PEA GRAVEL INCLUDING BaOW TANK AND BETWEEN DEADMEN

EL 363.9 (BOTTOM OF USTAOP OF DEADMAN)

CONCRETE DEADMAN (TYP. OF 4 )

NOTES:

1. INTERNAL TANK PIPING NOT SHOWN FOR CLARITY.

2. SEE SHEET C -8 0 3 FOR TANK PAD DIMENSIONS.

SECTION VIEW

FLEXIBLE CONNECTOR (TYP.)BALL VALVE

SUMP LEVEL SENSOR

2” FIBERGLASS REINFORCED PLASTIC PRODUCT PIPE

FLEXIBLE SUMP ENTRY BOOT AND TEST BOOT WITH SCHRADER VALVE

THIS AREA NOT SHOWN FOR CLARITY

LEAK DETECTOR PORT WITH MECHANICAL LINE LEAK DETECTOR AND VENT TUBING

STP ENCLOSURE (ENLARGED FOR CLARITY)SUBMERSIBLE TURBINE PUMP

PLAN VIEW

44” DIA. MANHOLE COVER AND FRAME

FRICTION FIT LID

y

BALL VALVE

FLEXIBLE CONNECTOR

2” FIBERGLASS REINFORCED PLASTIC PRODUCT PIPE

FLEXIBLE SUMP ENTRY BOOT AND TEST BOOT WITH SCHRADER VALVE

THIS AREA NOT SHOWN FOR CLARITY

SUBMERSIBLE TURBINE PUMP

FIELD BONDED JOINT KIT

TOP OE FUEL TANK

SUMP LEVEL SENSOR

M -8011 2 A STP ENCLOSURE

NOT TO SCALE

STP ENCLOSURE NOTE

1. CONTRACTOR TO COORDINATE CONNECTION SIZING OF FUEL PIPING TO APPURTENANCES WITHIN THE STP ENCLOSURE.

DIESEL UST LEGENDA. 4” DIA. SPARE PORTB. 4* DIA. PORT FOR SUBMERSIBLE TURBINE PUMPC. 4” DIA. PORT FOR AUTOMATIC TANK GAUGE RISERD. 4” DIA. PORT FOR VENT RISERE. 4” DIA. PORT FOR FILL RISERF. 2” DIA. PORT FOR INTERSTITIAL MONITORING

11 A UST INSTALLATIONM -8 0 1 / NOT TO SCALE

GASOHQL UST LEGENDA. 4” DIA. SPARE PORTB. 4” DIA. PORT FOR SUBMERSIBLE TURBINE PUMPC. 4” DIA. PORT FOR AUTOMATIC TANK GAUGE RISERD. 4” DIA. PORT FOR STAGE I VAPOR RECOVERY/VENT RISERE. 4” DIA. PORT FOR FILL RISERF. 2” DIA. PORT FOR INTERSTITIAL MONITORING

LEGENDIX ! BALL VALVE

M HORIZONTAL SWING CHECK VALVE

SUBMERSIBLE TURBINE PUMP (STP)

N BUTTER FLY VALVE

FLEX CONNECTOR

M

END VIEW

NQIESj.

1. SEE SHEET C -8 0 3 FOR APPROXIMATE ELEVATIONS OF FINISHED GRADE AND PAD SLOPE TO DIRECT DRAINAGE OFF OF TANK PAD.

2.

4.

5.

CONTRACTOR SHALL KEEP EXCAVATION DEWATERED AT ALL TIMES. EXCAVATED MATERIAL OR TRENCH BOTTOM MATERIAL RENDERED UNSUITABLE FOR BEDDING OR REUSE DUE TO LACK OF DEWATERING OPERATIONS SHALL BE REPLACED WITH SELECT BACKFILL MATERIALS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. BACKFILL AND COMPACTION IS THE RESPONSIBILITY OF THE CONTRACTOR.

LIMIT OF EXCAVATION SHOWN IS APPROXIMATE. CONTRACTOR TO SUBMIT AN EXCAVATION PUN FOR UST REMOVAL AND NEW UST INSTAULATION FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO COMMENCING TANK INSTAURATION.

USTS TO BE INSTALLED WITH SLOPE OF 1.5 INCHES OVER LENGTH OF UST. END OF UST NEAREST FILL PORT TO BE INSTALLED AT LOWEST ELEVATION, DESPITE SLOPE OF FINISHED GRADE TOWARD END OF UST NEAREST SUBMERSIBLE PUMP.

CONTRACTOR SHALL DETERMINE SIZE OF DEADMAN AS REQUIRED TO MAINTAIN REQUIRED MINIMUM FACTOR OF SAFETY TO RESIST FLOATATION, IN ACCORDANCE WITH TANK ANCHORING PLAN REQUIRED FOR ENGINEER REVIEW AND APPROVAL, IN ACCORDANCE WITH CONTRACT SPECIFICATIONS. TANK MANUFACTURER SHALL CONFIRM SIZE OF DEADMAN FOR RESISTANCE TO FLOATATION.

100% SUBMISSION

EA Engineering, Science, and Technology, Inc., PBC

Hunt Valley Center 225 Schilling Circle

Hunt Valley, Maryland 21031 (410) 584-7000

DESIGN: RCI 8/31/2016DRAWN: JP 8/31/2016

MPM Project #14-1412 CHECKED: GAT 8/31/2016

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT AM A DULY LICENSE PROFESSIONAL ENGINEER UND THE LAWS OF THE STATE MARYLAND.

LICENSE NO.: 15453 EXPIRATION DATE: 07/02/2017

DATE REVISIONS

CONTRACT: BD5969A15

WASHINGTON SUBURBAN SANITARY COMMISSION (§THESE DOCUMENTS CONTAIN PRIVILEGED AND CONFIDENTIAL INFORMATION WHICH SHALL NOT BE REDISTRIBUTED WITHOUT PRIOR WSSC APPROVAL

MIMAR ARCHITECTS, INC. Architecture, Engineering, Design/Build 7004 Security Blvd, Suite #210 Baltimore, MD 21244 Phone: 41 0 -9 4 4 -4 9 0 0 F a x : 41 0 -9 44 -8 04 4

BRIGHTON DAM FACILITY UPGRADES AND SITE IMPROVEMENTS NEW FUELING AREA MECHANICAL DETAILS M-801

NO 72

OF 88

PLOT DATE: August 31, 2016

VERI

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