Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_7.pdf
PDF 1 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation package describes a requirements contract for repair or replacement of major sanitary sewer lines across Keesler Air Force Base. The work includes furnishing labor, equipment, materials and performing operations to repair or replace sanitary lines as specified in the statement of work and drawings. The North American Industry Classification System code is 237110 for sewer line construction. The acquisition will utilize a historically underutilized business zones set-aside and performance price tradeoff procedures, with a magnitude between $1 million and $5 million. The solicitation will be posted on October 15, 2019 at www.fbo.gov with a closing date of November 14, 2019 and contract performance period of 360 days after notice to proceed. Registration in the system for award management is required for consideration. Questions may be directed to the identified contracting personnel. Funds are not presently available and no award will be made until funding is in place, with the right to cancel reserved.
Attachment 1 - Repair Sanitary Sewer DWG Part 7.
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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_08
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
W
ASPHALT
PARKING AREA
AREA UNDER
CONSTRUCTION
CONCRETE SIDEWALK
TENNIS
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
SMH #898
TOP = 18.96’
INV W = 14.46’
INV E = 14.45’
SMH #890
TOP = 19.39’
INV E = 15.52’
INV W = 15.46’
S S
S
S
PROP SMH #33
TOP = 19.40’ +/-
INV E = 15.52’
INV W = 15.46’
PROP 292 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #32
TOP = 19.00’ +/-
INV E = 14.50’
INV W = 14.33’
PROP 35 LF 14" DIA
JACK AND BORE
TIE EXIST SAN SEWER
LINE TO PROP SMH
MEADOWS DRIVE
PULL BOX
EXIST D.I.
TOP = 18.23’ +/-
W
ASPHALT
PARKING AREA
AREA UNDER
CONSTRUCTION
CONCRETE SIDEWALK
TENNIS
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
SMH #898
TOP = 18.96’
INV W = 14.46’
INV E = 14.45’
SMH #890
TOP = 19.39’
INV E = 15.52’
INV W = 15.46’
S S
MEADOWS DRIVE
PULL BOX
EXIST D.I.
TOP = 18.23’ +/-
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_09
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"G" STREET
SMH #576
TOP = 21.28’
INV N = 16.98’
SMH #571
TOP = 20.47’
INV S =
INV E =
SMH #563
TOP = 19.90’
INV N = 16.49’
INV W = 16.18’
INV E = 16.06’
SMH #551
TOP = 20.71’
INV S = 17.82’
INV SW = 17.78’
INV N = 17.59’
SMH #541
TOP = 18.77’
INV S = 15.54’
INV NW = 15.02’
INV E = 14.80’
INV W = 14.78’
S
S
SS
S G G
G
W
W W
W
ASPHALT PARKING
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
"G" STREET
SMH #576
TOP = 21.28’
INV N = 16.98’
SMH #571
TOP = 20.47’
INV S =
INV E =
SMH #563
TOP = 19.90’
INV N = 16.49’
INV W = 16.18’
INV E = 16.06’
SMH #551
TOP = 20.71’
INV S = 17.82’
INV SW = 17.78’
INV N = 17.59’
SMH #541
TOP = 18.77’
INV S = 15.54’
INV NW = 15.02’
INV E = 14.80’
INV W = 14.78’
S
S
SS
S
S
S S
S S
PROP 34 LF 14" DIA
JACK AND BORE
PROP 34 LF 14" DIA
JACK AND BORE
PROP SMH #57
TOP = 21.30’ +/-
INV N = 16.98’
PROP 125 LF
OF 8" DIA
SDR 26 PVC
SAN SEWER
@ 0.40%
PROP SMH #56
TOP = 20.50’ +/-
INV S = 16.48’
INV E = 16.38’
PROP 306 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #53
TOP = 18.77’ +/-
INV S = 15.44’
INV NW = 15.06’
INV W = 14.65’
INV E = 14.55’
PROP 165 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #54
TOP = 20.71’ +/-
INV S = 17.83’
INV SW = 17.79’
INV NW = 17.62’
PROP 133 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 1.64%
PROP SMH #55
TOP = 19.90 +/-
INV N = 16.53’
INV W = 15.97’
INV E = 15.87’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
PROP 100 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.41%
ABANDON 32 LF OF EXIST 10" SEWER
LINE INPLACE. PLACE 0.6 CY FLOWABLE FILL.
ABANDON 32 LF OF EXIST 8" SEWER LINE
INPLACE. PLACE 0.4 CY FLOWABLE FILL.
G G
G
W
W W
W
ASPHALT PARKING
CONCRETE SIDEWALK
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_10
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"G" STREET
SMH #539
TOP = 18.88’
INV NE = 15.59’
INV S = 12.27’
INV W = 12.16’
INV E = 12.05’’
SMH #517
TOP = 17.99’
INV W = 8.77’
INV E = 8.64’
INV N = 8.20’
INV S = 8.15’
SMH #526
TOP = 19.60’
INV E = 14.71’
INV W = 14.71’
S S
S
W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT PARKING AREA
"G" STREET
SMH #539
TOP = 18.88’
INV NE = 15.59’
INV S = 12.27’
INV W = 12.16’
INV E = 12.05’’
SMH #517
TOP = 17.99’
INV W = 8.77’
INV E = 8.64’
INV N = 8.20’
INV S = 8.15’
SMH #526
TOP = 19.60’
INV E = 14.71’
INV W = 14.71’
S S
S
S
S
ABANDON 34 LF OF EXIST 18"
SEWER LINE INPLACE. PLACE
2.2 CY FLOWABLE FILL.
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
PROP 35 LF 14" DIA
JACK AND BORE
PROP 40 LF OF 26" DIA.
JACK AND BORE
S
S
PROP SMH #52 (DROP)
TOP = 18.88’ +/-
INV NE = 15.64’
INV W = 11.76’
INV E = 11.68’
PROP SMH #50 (DROP)
TOP = 17.49’ +/-
INV E = 13.22’
INV W = 8.77’
INV S = 7.05’
INV N = 6.85’
PROP 174 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 260 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 98 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP SMH #49
TOP = 19.40’ +/-
INV E = 14.36’
INV W = 14.26’
PROP SMH #51
TOP = 19.65’ +/-
INV S = 7.19’
INV N = 7.17’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
W
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
ASPHALT PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_11
CONCRETE REMOVALLINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"G" STREET
SMH #532
TOP = 19.91’
INV N = 15.83’
INV W = 15.81’
S S
SMH #994
TOP = 20.37’
INV E = 15.65’
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT DRIVE
"G" STREET
SMH #532
TOP = 19.91’
INV N = 15.83’
INV W = 15.81’
S S
S
S
PROP SMH #47
TOP = 20.40’ +/-
INV E = 15.60’
PROP 311 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 314 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #48
TOP = 19.95’ +/-
INV N =15.80’
INV W = 15.62’
SMH #994
TOP = 20.37’
INV E = 15.65’
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT DRIVE
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_12
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"G" STREET
S
S
S
S
SMH #974
TOP = 19.69’
INV S = 14.48’
INV E = 14.31’
INV W = 14.20’
SMH #980
TOP = 20.26’
INV W = 14.95’
INV. E = 14.93’
INV N = 14.89’
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
CONCRETE SIDEWALK
"G" STREET
S
S
S
S
S
PROP 36 LF 14" DIA
JACK AND BORE
PROP 44 LF 14" DIA
JACK AND BORE
S
S
PROP 284 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #44
TOP = 18.20’ +/-
INV W = 13.17’
INV E = 12.71’
INV N = 12.66’
SMH #974
TOP = 19.69’
INV S = 14.48’
INV E = 14.31’
INV W = 14.20’
SMH #980
TOP = 20.26’
INV W = 14.95’
INV. E = 14.93’
INV N = 14.89’
PROP SMH #46
TOP = 20.26’ +/-
INV W = 14.99’
INV E = 14.90’
INV N = 14.73’
PROP SMH #45
TOP = 19.70’ +/-
INV W = 14.36’
INV S = 14.36’
INV E = 14.31’
PROP 93 LF OF 8 " DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 35 LF 14" DIA
JACK AND BORE
ABANDON 35 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.5 CY FLOWABLE FILL.
T
TELEPHONE
BOX
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
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