MTANG B25 Environmental remediation dwgs and cut sheets.pdf
PDF 2 MB Posted
- Attached to
- REPAIR MAINTENANCE HANGAR, BLDG 25
- Solicitation number
- W50S7L23B0002
- Issued by
-
Department of the Army National Guard
About this file
This document includes an invitation for bids and federal contract opportunity. The Montana National Guard is soliciting bids for repair and maintenance services at Building 25 under solicitation number W50S7L23B0002. The project scope includes replacement of the lower roof membrane, asphalt and drainage repair, modifications to the hangar bay floor and fire suppression system, and various mechanical and electrical upgrades. The contract value is estimated between $1 million to $5 million. The pre-bid conference is scheduled for June 13, 2023 and questions are due by June 23, 2023. The bid opening will take place on July 7, 2023. The North American Industry Classification System code is 236220 and the contract is set aside exclusively for small businesses with a size standard of $45 million. Interested parties must register in the System for Award Management to access the full solicitation located on Contract Opportunities at SAM.gov.
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C-08 Sheet reference late number
TRENCH DETAILS
M18825 PE wEPLE
EXTRACTION)
20 SCH 40 PVC (LIQUID
2% SCH 40 PVC (SPARE)
INJECTION)
20 SCH 40 PVC (WATER
-2'% SCH 40 PVC (AIR)
7-5
TRENCH SECTION
NOT T0 SCALE
6* ASPHALT
STONE: DUST
CRUSHED
BACKFILL
EA6ENGINEERED STONE FILL SELECTED
24 GROUND SURFACE
TREATMENT SHED
POL STqRAGE AREM
-2'o SCH 40 PVC (VAPOR)
7-3 AND 7-4
TRENCH SECTIONS
-2"o SCH 40 PVC (SPARE)
6" ENGINEERED STONE FILL
6 ASPHALT
NOT TO SCALE
^TONE DUST
CRUSHED
BACKEILI
SELECTED
E/I-2
ERP SITE NO, 7
7-VEN-2
GROUND SURFACE
Lo
DRYWELL LOCATION -
FORMER SITE
2' SCH 40 PVC (SPARE)
-4"0 SCH 40 PVC (VAPOR)
2'% SCH 40 PVC (AR)
40 PVC (WATER
PVC (LIQUID
INJECTION)
E/1-3
EXTRACTION)
20 SCH
6* ENGINEERED STONE FILL
6" ASPHALT
L.
NOT TO SCALE 7-2
TRENCH SECTION
STONE DUST
CRUSHED
BBAC
SELECTED
E/1-4
DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
BE IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS.
VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DIsCREPANCIES SHALL
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND
GROUND SURFACE
EXTRACTION) -2'% SCH 40 PVC (LIQUID
2"o SCH 40 PVC (AIR)
-2'o SCH 40 PVC (SPARE)
E/1-5
6" ENGINEERED STONE FILL
3" ASPHALT
NOT TO SCALE
TRENCH SECTIONS
7-1
^TONEDUST
CRUSHED
BBACKFILL
SELECTED
KRtRttR
REMEDIATION TRENCH
GROUNDWATER EXTRACTION WELLS (6)
VEW WELLS
ON ORIGINAL DRAWING
LEGEND
SCALES ACCORDINGLY
THIS SHEET, ADJUST
NDT ONE INCH ON
THIS BAR IS ONE INCH
GROUND SURFACE
EI-6
VERIFY SCALE
B
C
D
G
1246779410N Rectangle
Rectangle
D
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Shee O5 reference: 11
Plate number:
WELL
HEAD
VAULT
DETAILS
WHEPLEY
z'-o"
SECTION VIEW
WELL VAULI
EXTRACTION/INJECTION
BUILDING TREATHIENT
FOR ARPCRT
ES.
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TO N
10)
PLAN VIEW
WELL VAULI
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FROM
12)
WELL E/1-5
WHEEL LOADING SUTABLE FOR TAN HD LDA5 0 1n D FOR AS-TO H-20
WELIS S1E-2 AND E/-3 MLL REO
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0-60 PSI PRESSIRE GANGE
CONDUu R FUTURE USE)
EWEG1oN ONLY)
2. WELLS E/-4, E/-5. AND
LV
CLLS TIE INTO ONE OF TMO iREAIMET SEDS
5 MIN.
NELL LOCATION/ SIED
2% CONDUIT
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3/40 AIR UNE 2E CK VALIE
10 CHECK VALV
1 BALL VAL
T2'0
EX TRACDON
ELJMA TIC
WEL
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3. WELL-E/-3
1 1/20 INJE
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L VAULT PARIS UST
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TEMOTYDESCRIP TION "D LOOA
LE VELL VAULT
2-0" MIN.
2'-0"
/MANIFOLD
DI
HEADER
BELOW GRADE
-DISCHRt
M
SECTION VIEW
EXTRACTION WELL VAULI
PLAN VIEW
EXTRACTION WELL VAULT
TOTAL FLUIDS
AUGE
EXIRACION
8)
6. WELL E-6
VALVE
5. WELL E-5
DF 100,000 LB. WIIEEL LONDINCRt WELL VALULT LOS RATED FOR AIRPORI USAGE WELLS SPOEOTREATMENT SHEDS I0cA1ED AT FORMER SITE AR
0-60 PSI PRESSURE CAUTURE OSE
CONDUIT (CAPPED FOR
N
WELL LOCATION/ SllE D
ONDL PNEUMATIC PULSE COUNTER & FiLTER
WELL
20 AIR LINE
2P bALL VALVE 2*o DISCHARGE HOSE
2" RISED 24"v24"24"D LOCKABLE WELL VAULT
WELL-E-3
2. WELL-E-2
NOTLS
ITEMOTYDESCRIP TION
10TAL FLUDS EXIRAGITON WELL VAULT UST
-0 MiN.
2'-0"
DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
BE IMMEDIATELY REPORTED TO THE GoVERNMENT FOR CARIFICATIONS. VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL
KISTING CONDITIONS SHOWN SHALL BE CHECKtD AND ALL DIMENSIONS, SECTION VIEW
INJECTION WELL VAULTI
BUILDING
TREATMFN
+2 1/2" MIN
PLAN VIEW
2'% sMEEP T TEE
INJECTION WELL VAULT
5" MIN.t
WHEEL LOADING SUTABLE FOR TANDEM WHCEL LOADS OF 32,000 LBS.
2* CONDUIT (CAPPED FOR FUTURE USE)
VAULT
/2e GPI TOTALIZING FLOW ME TER
L
1. WELLS 1-4 WILL REQUIRE WELL VAULT UDS RATED FOR MSHTO H-20
INECDONASING
24 x24 x24 D LOCKABLE WELL VAULT
AKIS
20 CONDUIT
1/2
NJEC TION WATER WEL
ITEM DESCRIPTION
SCALES ACCORDINGLY
THIS SHET ADST
O"
ON ORICGINAL DRAWING
HEAI TRACED AND INSULATED
ALL WELL VAULT PIPING WILL BE
VERIFY SCALE
SHEET NOTE:
A
B
C
D
E
F
G
H
STE 7 AREA EEDuRE WELL VALt
TOTAL FLUIDS
Rectangle
SCALE 1/2" = 1'-o"E FEB. 1, 2001 . NERMTIYPEI_C
PER MONTANA HWY. STD. DWG. 54
TYPE 1 CURB INLET
HELENA, MONTANA ELK RIVER CONCRETE PRODUCTS of MONTANA
MANUFACTURED PER ASTM C 478
ALL COMPONENTS ARE
6" CAST-IN BASE
CASTING515-7
INLAND FOUNDRY
OPENINGS AS REQUIRED
2-0" 3'-0" is subject to change without notice.
All rights reserved. Information on this document
Copyright ©2001 The Cretex Companies, Inc.
3-0" MAX
6"
3-6"
4-0" 3-0"
PER MONTANA HWY. STD, DWG. 54
TYPE 1 CURB INLET
1/2" = 1'-0"AE FEB. 1, 2001|DHa. NOERMTTYPEJSDI
PER MONTANA HWY. STD. DWG. S3
TYPE 3 SINGLE DROP INLET
HELENA, MONTANA ELK RIVER CONCRETE PRODUCIS of MONTANA|
SEE HWY. DRAWING 53
FOR ADDITIONAL INFORMATION
PER ASTMC478 MANUFACTURED
ALL COMPONENTS ARE
SCALE
AS REQUIRED
OPENINGS
CASTING I-420
INLAND FOUNDRY
6" CAST-IN BASE
2-8" 3'-8" subject to change without notice.
All rights reserved. Information on this document
Copyright o2001 The Cretex Companies, Inc.
3-6"
3'-0" MAX
4"
2-8"
6"
3'-8"
PER MONTANA HWY. STD. DWG. 53
TYPE 3 SINGLE DROP INLET
O0O4530002 ooo,T840084
|DFoundry & Supply
KIGK STAND
2 12
DL Foundiy (Not to Soale) Jemeg Protzler
P-1882
48 CAST IRON
FRAME CONFORMS TO ASTM
A-536 DUCTILE IRON
COVER GONFORMS TO ASTM
LOAD TTDTO VR 100
CCURED WTH S DOLTS
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