Brighton Dam Facility Upgrades and Site · PDF filePhoenix, MD 21131 Fort Myer Construction...
Transcript of Brighton Dam Facility Upgrades and Site · PDF filePhoenix, MD 21131 Fort Myer Construction...
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
(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
GeneralContractor
(406) 586-3530
Adams RobinsonEnterprises, Inc
10/13/2016
2735 NeedmoreRoad , Dayton, OH45414
(937) 274-5318
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
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
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
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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15 \R0NF0RCING AROUND CIRCULAR TANK OPENINGCONCRETE PAD REINFORCING
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
IIII
II!jI
> , < r 1111i1!
t II
IIII EL 369.2
MONITORING PIPE A 7
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
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