Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_10.pdf
PDF 6 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 repairing and replacing major sanitary sewer lines at Keesler Air Force Base. The work includes furnishing labor, equipment, materials, and performing all necessary operations to repair or replace identified lines per the statement of work and technical specifications. The contract is set aside for Historically Underutilized Business Zone small businesses and utilizes best value tradeoff procedures. The NAICS code is 237110 and size standard is $39.5 million. The performance period is 360 days from notice to proceed. The solicitation will be posted on October 15, 2019 with proposals due by November 14, 2019. The single point of entry for all documentation is FedBizOpps. Interested parties must register in SAM to be eligible for award. Funding is not presently available and no award will be made until funds are obligated.
Attachment 1 - Repair Sanitary Sewer DWG Part 10.
View the file
Other files
Show all 23
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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_54
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
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_55
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_56ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #954
TOP = 18.20’
INV E = 12.28’
INV W = 12.17’
INV NW = 12.14’
SMH #953
TOP = 18.19’
INV SE = 12.13’
INV N = 11.97’
SMH #954
TOP = 18.20’
INV E = 12.28’
INV W = 12.17’
INV NW = 12.14’
SMH #953
TOP = 18.19’
INV SE = 12.13’
INV N = 11.97’
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_57
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #714
TOP = 17.76’
INV E = 9.65’
INV W = 9.62’
INV S = 9.57’
G
W W
W
W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
SMH #714
TOP = 17.76’
INV E = 9.65’
INV W = 9.62’
INV S = 9.57’
G
W W
W
W
CONCRETE SIDEWALK
1-800-227-6477
MISSISSIPPI ONECALL
SHEET RM_58
DRAWN
CHECKED
DATE
SCALE
07-16-10
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_59
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
G
CONCRETE SIDEWALK
ABANDON 37 LF OF EXIST 18"
SEWER LINE INPLACE. PLACE
2.4 CY FLOWABLE FILL.
ABANDON 120 LF OF EXIST 12"
SEWER LINE INPLACE. PLACE
3.5 CY FLOWABLE FILL.
ABANDON 22 LF OF EXIST 12"
SEWER LINE INPLACE. PLACE
0.6 CY FLOWABLE FILL.
G
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_60
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
W
CONCRETE SIDEWALKCONCRETE SIDEWALK
CONCRETE SIDEWALKCONCRETE SIDEWALK
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_61ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_62
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TO POOL
TO POOL
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_01
DRAWN
CHECKED
DATE
SCALE
ELEV.
NNN
1" = 20’
07-16-10
LCR
TLT
5+00 4+00 3+00 2+00 1+00
6+00
SMH #624
STA 0+50.06W - 34.86L
TOP = 21.34’
INV W = 14.44’
INV E = 14.29’
SMH #1030
STA 3+75.50, - 35.18L
TOP = 20.99’
INV S = 15.79’
INV E = 15.81’
SMH #630
STA 2+54.08 - 35.39L
TOP = 21.00’
INV N = 15.07’
INV W = 15.04’
INV E = 14.98’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
PROP SMH #4
STA 2+47.15W - 41.93L
TOP = 21.00’ +/-
INV N = 15.14’
INV W = 13.76’
INV E = 13.66’
PROP SMH #3
STA 3+75.50 - 42.26L
TOP = 21.00’ +/-
INV S = 15.83’
INV E = 14.26’
PROP 124 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 272 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
SMH #455
TOP = 20.74’
DISK B169
SMH #1033
TOP = 20.86’
INV NW = 17.34’
INV E = 17.3’
SMH #624
TOP = 21.34’
INV W = 14.44’
INV E = 14.29’
SMH #630
TOP = 21.00’
INV N = 15.07’
INV W = 15.04’
INV E = 14.98’
SMH #1030
TOP = 20.99’
INV S = 15.79’
INV E = 15.81’
SS
S S S
S S
S
PROP 42 LF 14" DIA
JACK AND BORE
PROP SMH #3
TOP = 21.00’ +/-
INV S = 15.83’
INV E = 14.26’
PROP 124 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #4
TOP = 21.00’ +/-
INV N = 15.14’
INV W = 13.76’
INV E = 13.66’
PROP 272 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #1
TOP = 20.86’ +/-
INV NW = 17.29’
INV E = 17.12’
PROP 150 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 370 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #2
TOP = 20.74’ +/-
INV W = 16.52’
INV N = 16.47’
S
ABANDON 42 LF OF EXIST
8" SEWER LINE IN PLACE.
PLACE 0.6 CY FLOWABLE FILL.
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT
PARKING AREA
ASPHALT PARKING
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_02
0+00
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SMH #616
STA 0+84.51 - 36.79R
TOP = 20.92’
INV W = 13.35’
INV SE = 13.29’
SMH #613
STA 1+18.41 - 45.90R
TOP = 20.64’
INV S =15.97’
INV E = 13.05’
INV NW = 13.05’
PROP SMH #6
STA 1+18.45 - 40.36R
TOP = 20.85’ +/-
INV S = 15.94’ +/-
INV W = 12.21’
INV E = 12.11’
PROP 121 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
SMH #608
STA 4+01.15 - 45.98R
TOP = 20.24’
INV NE = 11.91’
INV W = 11.88’
TO BE ADANDONED
SMH #606
STA 4+59.04 - 34.98R
TOP = 19.82’
INV SE = 11.34’
INV SW = 11.33’
PROP SMH #7
STA 3+83.65 - 41.99R
TOP = 20.10’ +/-
INV W = 11.07’
INV NE = 10.97’
PROP SMH #8
STA 3+91.51 - 25.86R
TOP = 19.30’ +/-
INV SW = 10.91’
INV E = 10.81’
PROP SMH #9
STA 4+85.50 - 26.95R
TOP = 19.30’ +/-
INV W =10.45’
INV E = 10.35’
SCALE: 1’=20’ HORIZONTAL : 1"=2’ VERTICAL (FULL SIZE)
PROP 40 LF OF 14" DIA
JACK AND BORE
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 140 LF OF 8" DIA SDR 18
PVC C-900 SAN SEWER @ 0.40%
PROP 14 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
SMH #606
TOP = 19.82’
INV SE = 11.34’
INV SW = 11.33’
SMH #608
TOP = 20.24’
INV NE = 11.91’
INV W = 11.88’
SMH #613
TOP = 20.64’
INV S =15.97’
INV E = 13.05’
INV NW = 13.05’
SMH #616
TOP = 20.92’
INV W = 13.35’
INV SE = 13.29’
S
S S
S
CONTRACTOR TO USE CAUTION WHEN
WHEN EXCAVATING UTILITY LINES - DEPTH
OF BURIED UTILITIES UNKNOWN (TYP)
PROP SMH #6
TOP = 20.85’ +/-
INV S = 15.94’ +/-
INV W = 12.21’
INV E = 12.11’
PROP 121 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 40 LF OF 14" DIA.
JACK AND BORE
SS
SS
PROP SMH #9
TOP = 19.30’ +/-
INV W =10.45’
INV E = 10.35’
PROP SMH #7
TOP = 20.10’ +/-
INV W = 11.07’
INV NE = 10.97’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
TO BE ADANDONED
PROP SMH #8
TOP = 19.30’ +/-
INV SW = 10.91’
INV E = 10.81’ABANDON 37 LF OF EXIST
8" SEWER LINE IN PLACE.
PLACE 0.5 CY FLOWABLE FILL.
ABANDON 27 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.35 CY FLOWABLE FILL.
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 140 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 14 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
CONCRETE SIDEWALK
ASPHALT DRIVE
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_03
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
SMH #603
STA 5+17.06 - 46.88R
TOP = 19.91’
INV W = 10.94’
INV E = 10.86’
SMH #595
STA 7+06.33 - 49.02R
TOP = 18.81’
INV W = 9.66’
INV S = 8.37’
INV NE = 8.34’
SMH #592
STA 7+14.24 - 35.27R
TOP = 19.29’
INV E = 9.13’
INV SW = 8.87’
INV N = 8.37’
SMH #637
STA 8+06.47 - 34.31R
TOP = 19.41’
INV W = 9.51’
INV E = 9.29’
SMH #645
STA 10+03.10 - 34.97R
TOP = 18.87’
INV E = 10.56’
INV W = 10.43’
PROP SMH #10
STA 5+26.31 - 38.08R
TOP = 19.30’ +/-
INV W =10.20’
INV E = 10.10
PROP 56 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #11
STA 7+21.26 - 44.26R
TOP = 18.81’ +/-
INV W = 9.34
INV E = 9.19’
INV. SW = 8.31
INV N = 7.62’
PROP SMH #13
STA 8+51.21 - 37.83R
TOP = 18.81’ +/-
INV NE = 9.64’
INV W = 9.54’
PROP SMH #15
STA 8+97.91 - 39.66R
TOP = 18.87’ +/-
INV E = 9.98’
INV W = 9.88’
PROP SMH #14
STA 8+85.28 - 26.19R
TOP = 20.45’ +/-
INV E = 9.83’
INV W = 9.73’
PROP 150 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 34 LF 14" DIA
JACK AND BORE
PROP 38 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 133 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 58 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 70 LF OF 8" DIA
SDR 18 C-900 PVC
SAN SEWER @ 0.28%
PROP 32 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
PROP 11 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.45%
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
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’ 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%
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_04
DRAWN
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
16+0011+00 12+00 13+00 14+00 15+00
SMH #650
STA 12+41.91 - 35.15R
TOP = 17.39’
INV SE = 11.16’
INV E = 10.99’
INV W = 10.96’
SMH #1065
STA 13+39.34 - 35.17R
TOP = 17.45’
INV E = 11.92’
INV W = 11.93’
PROP SMH #16
STA 12+41.91 - 35.15R
TOP = 17.40’ +/-
INV SE = 11.19’
INV E = 11.03’
INV W = 10.93’
PROP SMH #16A
STA 12+41.91 - 35.15R
TOP = 16.81’ +/-
INV E =11.58
INV W =11.48
PROP SMH #17
STA 13+91.70 - 40.18R
TOP = 16.81’ +/-
INV E =11.82
INV W =11.72
PROP SMH #18
STA 14+91.51 - 35.50R
TOP = 17.37’ +/-
INV S = 12.53’
INV N = 12.32’
INV E = 12.19’
INV W = 12.09’
SMH #673
STA 14+94.51 - 35.50R
TOP = 17.37’
INV SE = 12.68’
INV S = 12.53’
INV N = 12.32’
INV E = 12.29’
INV W = 12.24’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 34 LF 16" DIA
JACK AND BOREPROP 190 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 49 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%
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
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
SHEET PP_05
DATE
SCALE
07-16-10
LCR
TLT
16+00 17+00 18+00 19+00 20+00 21+00
SMH #684
STA 16+86.89 - 34.99R
TOP = 18.02’
INV SE = 13.47’
INV W = 12.90’
INV E = 12.89’
SMH #688
STA 18+80.09 - 34.51R
TOP = 18.53’
INV E = 14.10’
INV W = 13.97’
SMH #694
STA 19+90.26 - 34.44R
TOP = 18.94’
INV W = 14.10’
PROP 87 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #20
STA 16+88.22 - 41.87R
TOP = 18.05’ +/-
INV SE = 13.51’
INV E = 12.89’
INV W = 12.73’
PROP 143 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #21
STA 19+95.26 - 39.34
TOP = 18.95’ +/-
INV W = 14.10’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 160 LF OF 8"
DIA SDR 18 C-900 PVC
SAN SEWER @ 0.40%
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
PROP 160 LF OF 8"
DIA SDR 18 C-900 PVC
SAN SEWER @ 0.40%
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_06
DATE
SCALE
07-16-10
LCR
TLT
27+0026+0025+0024+0023+0022+00
SMH #995
STA 22+02.95 - 34.50R
TOP = 18.71’
INV N = 13.44’
INV S = 13.43’
INV E = 13.33’ REHAB TO THIS PART OF SYSTEM
NOT INCLUDED IN CONTRACT
SMH #998
STA 25+05.10 - 34.71R
TOP = 18.11’
INV N = 12.71’
INV SE = 12.51’
INV W = 12.40’
SMH #1000
STA 26+26.24 - 69.44R
TOP = 18.84’
INV NW = 12.12’
INV NE = 12.00’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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
SHEET PP_07
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_07
DATE
SCALE
07-16-10
LCR
TLT
29+00 30+00 31+00 32+00 33+00
SMH #825
STA 30+11.48 - 74.04L
TOP = 20.49’
INV E = 16.29’
INV NE = 15.82’
INV NW = 15.68’
SMH #888
STA 31+07.54 - 46.39L
TOP = 22.92’
INV N =
INV NW = 11.36’
TO BE ADANDONED
SMH #920
STA 30+38.88 - 180.86L
TOP = 22.92’
INV E = 12.96’
INV SW = 12.47’
SMH #909
STA 31+82.56 - 179.60L
TOP = 20.15’
INV NE = 14.8’
INV E = 13.41’
INV W = 13.4’
INV N = 13.25’
PROP SMH #31
STA 31+89.37 - 186.75L
TOP = 19.90’ +/-
INV E = 13.39’
INV N = 13.29’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 38 LF OF 10" DIA SDR 26
PVC SAN SEWER @ 0.28%
PROP 296 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
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.
ICV
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
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_08
DRAWN
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
34+00 35+00 36+00 37+00 38+00 39+00
SMH #890
STA 38+23.06 - 183.32’L
TOP = 19.39’
INV E = 15.52’
INV W = 15.46’
PROP SMH #33
STYA 38+23.06 - 183.32L
TOP = 19.40’ +/-
INV E = 15.52’
INV W = 15.46’
SMH #898
STA 35+27.41 - 182.82L
TOP = 18.96’
INV W = 14.46’
INV E = 14.45’
PROP SMH #32
STA 35+27.29 - 191.18L
TOP = 19.00’ +/-
INV E = 14.50’
INV W = 14.33’
PROP 292 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%PROP 35 LF 14" DIA
JACK AND BORE
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 296 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28%
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’ +/-
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_09
0+00
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
PROP SMH #56
STA -0+39.83 - 37.87L
TOP = 20.50’ +/-
INV S = 16.48’
INV E = 16.38’
PROP 100 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.41%
PROP SMH #55
STA 0+64.17 - 37.09L
TOP = 19.90 +/-
INV N = 16.53’
INV W = 15.97’
INV E = 15.87’
PROP 306 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40% PROP SMH #53
STA 3+74.35 - 34.31L
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%
SMH #563
STA 0+64.09 - 30.18L
TOP = 19.90’
INV N = 16.49’
INV W = 16.18’
INV E = 16.06’
SMH #541
STA 3+81.49 - 30.39L
TOP = 18.77’
INV S = 15.54’
INV NW = 15.02’
INV E = 14.80’
INV W = 14.78’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 34 LF 14" DIA
JACK AND BORE
"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.
ASPHALT PARKING
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_10
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
PROP SMH #52 (DROP)
STA 5+44.27 - 36.04L
TOP = 18.88’ +/-
INV NE = 15.64’
INV W = 11.76’
INV E = 11.68’
PROP 172 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #49
STA 9+86.95 - 22.83L
TOP = 19.40’ +/-
INV E = 14.36’
INV W = 14.26’
PROP 260 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #50 (DROP)
STA 7+22.42 - 36.82L
TOP = 17.49’ +/-
INV E = 13.22’
INV W = 8.77’
INV S = 7.05’
INV N = 6.85’
SMH #539
TOP = 18.88’
INV NE = 15.59’
INV S = 12.27’
INV W = 12.16’
INV E = 12.05’’
SMH #517
STA 7+12.85 - 31.10L
TOP = 17.99’
INV W = 8.77’
INV E = 8.64’
INV N = 8.20’
INV S = 8.15’
SMH #526
STA 9+87.01 - 29.83L
TOP = 19.60’
INV E = 14.71’
INV W = 14.71’
PROP 261 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 35 LF 14" DIA
JACK AND BORE
"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
CONCRETE SIDEWALK
ASPHALT PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_11
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00 16+00
PROP 314 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #48
STA 13+04.94 - 24.72L
TOP = 19.95’ +/-
INV N =15.80’
INV W = 15.62’
PROP SMH #47
STA 14+22.43 - 29.51L
TOP = 20.40’ +/-
INV E = 15.60’ PROP 311 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
SMH #532
STA 13+05.08 - 30.64L
TOP = 19.91’
INV N = 15.83’
INV W = 15.81’
SMH #994
STA 14+22.43 - 29.51L
TOP = 20.37’
INV E = 15.65’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
"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
File details come from the government source that posted it. Updated .