Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_6.pdf
PDF 2 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This document includes drawings and specifications for a federal contract opportunity to repair a sewage distribution system on a military base, as well as the corresponding solicitation. The solicitation seeks proposals to repair or replace major sanitary sewer lines across Keesler Air Force Base, as outlined in the statement of work and accompanying drawings. This is a Historically Underutilized Business Zones set-aside acquisition using Performance Price Trade-off procedures. The North American Industry Classification System code is 237110, with a size standard of $39.5 million. The estimated value is between $1-5 million. The solicitation was tentatively scheduled to be posted on October 15, 2019 on FedBizOpps, with a closing date of November 14, 2019. The contract performance period will be 360 days after notice to proceed. Interested parties must register in the System for Award Management to be eligible for award. Questions can be directed to the specified contracting staff by the stated deadlines.
Attachment 1 - Repair Sanitary Sewer DWG Part 6.
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Text version
NNN
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
JOB NO.
REVISIONS BY
TLT
LCR
07-16-10
1" = 20’
P-10.03
SHEET RM_03
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
PARKING AREA
ASPHALT
ASPHALT DRIVE
SMH #603
TOP = 19.91’
INV W = 10.94’
INV E = 10.86’
SMH #595
TOP = 18.81’
INV W = 9.66’
INV S = 8.37’
INV NE = 8.34’
SMH #592
TOP = 19.29’
INV E = 9.13’
INV SW = 8.87’
INV N = 8.37’
SMH #637
TOP = 19.41’
INV W = 9.51’
INV E = 9.29’
SMH #645
TOP = 18.87’
INV E = 10.56’
INV W = 10.43’
S
S
S
S S
S
SMH #1069
ABANDONED
G
GAS
VALVE
GAS METER
SMH #603
TOP = 19.91’
INV W = 10.94’
INV E = 10.86’
SMH #595
TOP = 18.81’
INV W = 9.66’
INV S = 8.37’
INV NE = 8.34’
SMH #592
TOP = 19.29’
INV E = 9.13’
INV SW = 8.87’
INV N = 8.37’
SMH #637
TOP = 19.41’
INV W = 9.51’
INV E = 9.29’
SMH #645
TOP = 18.87’
INV E = 10.56’
INV W = 10.43’
S
S
S
S S
S
S
S
ABANDON 44 LF OF EXIST 24"
SEWER LINE INPLACE. PLACE
5.1 CY FLOWABLE FILL.
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
PROP 34 LF 14" DIA
JACK AND BORE
PROP SMH #15
TOP = 18.87’ +/-
INV E = 9.98’
INV W = 9.88’
PROP 150 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
S
S
S S
PROP 34 LF 26" DIA
JACK AND BORE
PROP SMH #13
TOP = 18.81’ +/-
INV NE = 9.64’
INV W = 9.54’
PROP 56 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #14
TOP = 20.45’ +/-
INV E = 9.83’
INV W = 9.73’
PROP SMH #10
TOP = 19.30’ +/-
INV W =10.20’
INV E = 10.10
SMH #1069
ABANDONED
PROP 358 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP SMH #11
TOP = 18.81’ +/-
INV W = 9.34
INV E = 9.19’
INV. SW = 8.31
INV N = 7.62’
PROP SMH #12
TOP = 18.81’ +/-
INV S = 8.41’
INV NE = 8.36’
G
GAS
VALVE
GAS METER
CONTRACTOR TO USE CAUTION WHEN
EXCAVATING UTILITY LINES - DEPTH OF
BURIED UTILITIES UNKNOWN (TYP)
PROP 58 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 17 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP 11 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.45%
PROP 32 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 70 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 133 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 38 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40% PARKING AREA
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_04
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #650
TOP = 17.39’
INV SE = 11.16’
INV E = 10.99’
INV W = 10.96’
SMH #1065
TOP = 17.45’
INV W = 11.93’
INV E = 11.92’
SMH #673
TOP = 17.37’
INV SE = 12.68’
INV S = 12.53’
INV N = 12.32’
INV E = 12.29’
INV W = 12.24’
S
SS
ASPHALT DRIVE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT DRIVE
ASPHALT DRIVE
SMH #650
TOP = 17.39’
INV SE = 11.16’
INV E = 10.99’
INV W = 10.96’
SMH #1065
TOP = 17.45’
INV W = 11.93’
INV E = 11.92’
SMH #673
TOP = 17.37’
INV SE = 12.68’
INV S = 12.53’
INV N = 12.32’
INV E = 12.29’
INV W = 12.24’
S S
S S
ABANDON 34 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
0.7 CY FLOWABLE FILL.
PROP 34 LF 16" DIA
JACK AND BORE
PROP SMH #16
TOP = 17.40’ +/-
INV SE = 11.19’
INV E = 11.03’
INV W = 10.93’
S S
PROP SMH #17
TOP = 16.81’ +/-
INV E =11.82
INV W =11.72
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
S
PROP SMH #16A
TOP = 16.81’ +/-
INV E =11.58
INV W =11.48
ELECTRIC
PAD
GAS
VALVE
CONTRACTOR TO USE CAUTION WHEN
EXCAVATING UTILITY LINES - DEPTH OF
BURIED UTILITIES UNKNOWN (TYP)
PROP 49 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 93 LF OF 10"
DIA SDR 18 C-900 PVC
SAN SEWER @ 0.42%
PROP 190 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 96 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 106 LF OF 10"
DIA SDR 18 C-900 PVC
SAN SEWER @ 0.28%
ASPHALT DRIVE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT DRIVE
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_05
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TIP6
SMH #694
TOP = 18.94’
INV W = 14.10’
SMH #688
TOP = 18.53’
INV E = 14.10’
INV W = 13.97’
SMH #684
TOP = 18.02’
INV SE = 13.47’
INV W = 12.90’
INV E = 12.89’
S S S
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
TIP6
SMH #694
TOP = 18.94’
INV W = 14.10’
SMH #688
TOP = 18.53’
INV E = 14.10’
INV W = 13.97’
SMH #684
TOP = 18.02’
INV SE = 13.47’
INV W = 12.90’
INV E = 12.89’
S S S
S
S
PROP 87 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP 143 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40% PROP SMH #21
TOP = 18.95’ +/-
INV W = 14.10’
PROP SMH #20
TOP = 18.05’ +/-
INV SE = 13.51’
INV E = 12.89’
INV W = 12.73’
TIE EXIST 8" DIA SAN
SEWER SERVICE
TO PROP SMH
WATER
VALVE
PROP 160 LF OF 8"
DIA SDR 18 C-900 PVC
SAN SEWER @ 0.40%
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_06
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #998
TOP = 18.11’
INV N = 12.71’
INV SE = 12.51’
INV W = 12.40’
SMH #995
TOP = 18.71’
INV N = 13.44’
INV S = 13.43’
INV E = 13.33’
S S
S
REHAB TO THIS PART OF SYSTEM
NOT INCLUDED IN CONTRACT
SMH #1000
TOP = 18.84’
INV NW = 12.12’
INV NE = 12.00’
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT DRIVE
DIRTDIRT
SMH #998
TOP = 18.11’
INV N = 12.71’
INV SE = 12.51’
INV W = 12.40’
SMH #995
TOP = 18.71’
INV N = 13.44’
INV S = 13.43’
INV E = 13.33’
S S
S
REHAB TO THIS PART OF SYSTEM
NOT INCLUDED IN CONTRACT
SMH #1000
TOP = 18.84’
INV NW = 12.12’
INV NE = 12.00’
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
DIRTDIRT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_07
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #909
TOP = 20.15’
INV NE = 14.8’
INV E = 13.41’
INV W = 13.4’
INV N = 13.25’
10"
SMH #825
TOP = 20.49’
INV E = 16.29’
INV NE = 15.82’
INV NW = 15.68’
SMH #920
TOP = 22.92’
INV E = 12.96’
INV SW = 12.47’
SMH #888
TOP = 22.92’
INV N =
INV NW = 11.36’
S
S
S S
MEADOWS DRIVE
EXIST D.I.
TOP = 16.57’ +/-
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
POOL
PARKING AREA
SMH #909
TOP = 20.15’
INV NE = 14.8’
INV E = 13.41’
INV W = 13.4’
INV N = 13.25’
10"
SMH #825
TOP = 20.49’
INV E = 16.29’
INV NE = 15.82’
INV NW = 15.68’
SMH #920
TOP = 22.92’
INV E = 12.96’
INV SW = 12.47’
SMH #888
TOP = 22.92’
INV N =
INV NW = 11.36’
S
S
S S
S
S
MEADOWS DRIVE
PROP SMH #31
TOP = 19.90’ +/-
INV E = 13.39’
INV N = 13.29’
TO BE ADANDONED
PROP SMH #25
TOP = 20.50 +/-
INV NE = 15.82’
INV E = 16.29’
INV NW = 15.15’
TIE EXIST SAN SEWER
LINE TO PROP SMH
ABANDON 139 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
2.8 CY FLOWABLE FILL.
EXIST D.I.
TOP = 16.57’ +/-
PROP 296 LF OF 10" DIA
SDR 18 C-900 PVC SAN
SEWER @ 0.28%
PROP 38 LF OF
10" DIA SDR 26
PVC SAN SEWER
@ 0.28%
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
POOL
PARKING AREA
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