Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_8.pdf
PDF 7 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation seeks proposals for a repair and replacement project of major sanitary sewer lines across Keesler Air Force Base. The work includes furnishing plant, labor, equipment, materials, and operations to repair or replace lines as specified in the statement of work and drawings. The procurement will be conducted as a Historically Underutilized Business Zones set-aside utilizing Performance Price Trade-off procedures. The North American Industry Classification System code is 237110 and the size standard is $39.5 million. The estimated value is between $1-5 million. The solicitation and documents will be posted on FedBizOpps on or around October 15th with a closing date of November 14th. The contract performance period will be 360 days after notice to proceed. All contractors must register in SAM prior to award. Registration in SAM is required to be eligible for award and requires a DUNS number. Interested parties should check FedBizOpps for amendments and updates. The contracting office points of contact are provided for any questions. Funding is not presently available and no award will be made until funds are received, and the government reserves the right to cancel the solicitation before or after closing.
Attachment 1 - Repair Sanitary Sewer DWG Part 8.
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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_14
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE: SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #832
TOP = 19.36’
INV S = 11.7’
INV E = 11.05’
INV W = 10.97’
SMH #835
TOP = 18.14’
INV W = 12.0’
INV E = 11.95’
SMH #837
TOP = 17.72’
INV S = 12.44’
INV E = 12.41’
INV W = 12.33’
S S
S
"G" STREET (EAST)
G
CONCRETE SIDEWALK
CONCRETE SIDEWALK
SMH #832
TOP = 19.36’
INV S = 11.7’
INV E = 11.05’
INV W = 10.97’
SMH #835
TOP = 18.14’
INV W = 12.0’
INV E = 11.95’
SMH #837
TOP = 17.72’
INV S = 12.44’
INV E = 12.41’
INV W = 12.33’
S S
S
S S
S
PROP 82 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 226 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 387 LF OF 10"
DIA SDR 26 PVC SAN
SEWER @ 0.28%
"G" STREET (EAST)
G
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_15
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE: SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
6" PVC
SMH #860
TOP = 18.03’
INV E = 13.64’
INV N = 13.48’
SMH #850
TOP = 16.73’
INV E = 13.32’
INV S = 13.29’
INV W = 13.27’
SMH #839
TOP = 18.77’
INV E = 12.43’
INV W = 12.38’
S
S
S
"G" STREET (EAST)
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
CONCRETE SIDEWALKCONCRETE SIDEWALK
6" PVC
SMH #860
TOP = 18.03’
INV E = 13.64’
INV N = 13.48’
SMH #850
TOP = 16.73’
INV E = 13.32’
INV S = 13.29’
INV W = 13.27’
SMH #839
TOP = 18.77’
INV E = 12.43’
INV W = 12.38’
S
S
S
S
S
S
PROP 225 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 165 LF OF 8"
DIA SDR 26 PVC SAN
SEWER @ 0.33%
PROP 281 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 119 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
TIE EXIST SAN SEWER
INTO PROP SMH
"G" STREET (EAST)
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
CONCRETE SIDEWALKCONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_16
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
GAZEBO
SMH #878
TOP = 16.99’
INV SW = 14.06’
INV S = 14.05’
INV N = 14.03’
INV E = 14.0’
6"
SMH #881
TOP = 17.61’
INV SE = 14.33’
INV W = 14.19’
SMH #870
TOP = 17.88’
INV S = 13.88’
INV E = 13.79’
INV W = 13.77’
SMH #865
TOP = 17.46’
INV W = 13.5’
INV E = 13.46’
S
SSS
"G" STREET (EAST)
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
GAZEBO
SMH #878
TOP = 16.99’
INV SW = 14.06’
INV S = 14.05’
INV N = 14.03’
INV E = 14.0’
6"
SMH #881
TOP = 17.61’
INV SE = 14.33’
INV W = 14.19’
SMH #870
TOP = 17.88’
INV S = 13.88’
INV E = 13.79’
INV W = 13.77’
SMH #865
TOP = 17.46’
INV W = 13.5’
INV E = 13.46’
S
SSS
SS
S
S
S
ABANDON 40 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
0.8 CY FLOWABLE FILL. (10 FEET
ON EACH SIDE OF GAZEBO)
CONTRACTOR TO USE CAUTION
WHEN EXCAVATING UTILITY LINES - DEPTH
OF BURIED UTILITIES UNKNOWN (TYP)
PROP SMH #41
TOP = 17.61’ +/-
INV SE = 14.33’
INV W = 14.16’
PROP 34 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 158 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.33%
PROP SMH #40
TOP = 16.99’ +/-
INV SW = 14.06’
INV S = 14.05’
INV E = 14.00’
INV N = 13.95’
PROP SMH #39
TOP = 17.88’ +/-
INV E = 13.43’
INV S = 13.43’
INV W = 13.38’
"G" STREET (EAST)
A/C
PAD
PROP 150 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 100 LF OF 16" DIA SDR 18
C-900 PVC SAN SEWER @ 0.15%
PROP 52 LF OF 16"
DIA SDR 18 C-900
PVC SAN SEWER
@ 0.15%
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_17ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
MATCHLINE SHEET RM_01
STA 5+50W
MATCHLINE SHEET RM_01
STA 5+50W
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
CONCRETE
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_18ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #449
TOP = 21.08’
INV NE = 14.98’
INV W = 14.77’
INV S = 14.75’
S
S
S
S
GG G
CONCRETE SIDEWALK
SMH #449
TOP = 21.08’
INV NE = 14.98’
INV W = 14.77’
INV S = 14.75’
S
S
S
SS
PROP SMH #59
TOP = 21.08’ +/-
INV S = 14.32’
INV W = 14.27’
GG G
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_19ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE: SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #451
TOP = 21.66’
SMH #1019
TOP = 22.08’
INV W = 16.39’
INV S = 16.33’
S
S
G G G
G
W W ASPHALT
PARKING AREA
CONCRETE
SMH #451
TOP = 21.66’
SMH #1019
TOP = 22.08’
INV W = 16.39’
INV S = 16.33’
S
S
S
S
PROP SMH #5
TO P =22.10’ +/-
INV W = 16.36’
INV S = 16.19’
PROP 262 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 157 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #58
TOP = 21.66’ +/-
INV S = 14.99’
INV N = 14.95’
G G G
G
W W ASPHALT
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_20
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #478
TOP = 21.87’
INV NW = 14.55’
INV NW = 14.43’
INV SW = 13.91’
INV N = 13.8’
INV SW= 13.79’
SMH #467
TOP = 21.38’
INV SW = 13.10’
INV NE = 13.04’
SMH #477
TOP = 21.80’
INV NE = 13.70’
INV S = 13.68’
S
S
ELECTRIC
PAD
SMH #478
TOP = 21.87’
INV NW = 14.55’
INV NW = 14.43’
INV SW = 13.91’
INV N = 13.8’
INV SW= 13.79’
SMH #467
TOP = 21.38’
INV SW = 13.10’
INV NE = 13.04’
SMH #477
TOP = 21.80’
INV NE = 13.70’
INV S = 13.68’
S
S
S
S
PROP SMH #64
TOP = 21.87’ +/-
INV NW = 14.55’
INV NW = 14.43’
INV SW = 13.91’
INV SW = 13.79’
INV N = 13.62’
PROP 31 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #65
TOP = 21.80’ +/-
INV S = 13.53’
INV NE = 13.48’
PROP 323 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_21
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #442
TOP = 20.76’
INV S = 12.83’
INV SW = 12.71’
INV NE = 12.64’
SMH #445
TOP = 21.44’
INV S = 13.47’
INV N = 13.41’
SMH #448
TOP = 21.26’
INV W = 15.38’
INV E = 13.84’
INV N = 13.46’
SMH #460
TOP = 21.03’
INV S = 15.84’
INV E = 15.61’
SMH #467
TOP = 21.38’
INV SW = 13.10’
INV NE = 13.04’
S
ALLEE
HALL
ELECTRIC
PAD
SMH #442
TOP = 20.76’
INV S = 12.83’
INV SW = 12.71’
INV NE = 12.64’
SMH #445
TOP = 21.44’
INV S = 13.47’
INV N = 13.41’
SMH #448
TOP = 21.26’
INV W = 15.38’
INV E = 13.84’
INV N = 13.46’
SMH #460
TOP = 21.03’
INV S = 15.84’
INV E = 15.61’
SMH #467
TOP = 21.38’
INV SW = 13.10’
INV NE = 13.04’
S
S
PROP SMH #66
TOP = 20.45’ +/-
INV SW 12.58’
INV S = 12.74’
INV NE = 12.53’
PROP SMH #60 (DROP)
TOP = 21.03’ +/-
INV S = 15.55’
INV E = 12.95’
INV N = 12.90’
ALLEE
HALL
PROP 342 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
CONTRACTOR TO USE
CAUTION WHEN
EXCAVATING UTILITY
LINES - DEPTH OF
BURIED UTILITIES
UNKNOWN (TYP)
PROP 39 LF 16" DIA
JACK AND BORE
ABANDON 32 LF OF
EXIST 8" SEWER
LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ABANDON 20 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.2 CY FLOWABLE FILL. (10 FEET
ON EACH SIDE OF PAD)
PROP 329 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 40 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_22
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #423
TOP = 19.07’
INV W = 11.2’
INV E = 10.85’
INV SW = 10.79’
SMH #424
TOP = 18.83’
INV W = 11.28’
INV E = 11.13’
SMH #434
TOP = 19.12’
INV SW = 11.58’
INV NE = 11.52’
S
S
SS
WALL STUDIO
WEATHER TRNG FAC
SMH #1017
TOP = 19.53
INV. = 12.33 +/-
"H" STREET (WEST)
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ELECTRIC
PAD
SMH #423
TOP = 19.07’
INV W = 11.2’
INV E = 10.85’
INV SW = 10.79’
SMH #424
TOP = 18.83’
INV W = 11.28’
INV E = 11.13’
SMH #434
TOP = 19.12’
INV SW = 11.58’
INV NE = 11.52’
S
S
SS
S S
S
ABANDON 104 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
1.34 CY FLOWABLE FILL.
WALL STUDIO
WEATHER TRNG FAC
S
PROP SMH # 70
TOP = 18.40’ +/-
INV W = 10.45’
INV E = 10.40’
PROP SMH #68
TOP = 19.53’ +/-
INV E = 12.06’
PROP SMH #67
TOP = 19.12’ +/-
INV SW = 11.57’
INV N = 11.52’
PROP 49 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #69
TOP = 19.20’ +/-
INV W = 11.54’
INV S = 11.38’
INV E = 11.33’
PROP 315 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 140 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SMH #1017
TOP = 19.53
INV. = 12.33 +/-
"H" STREET (WEST)
CONTRACTOR TO USE CAUTION WHEN
EXCAVATING UTILITY LINES - DEPTH
OF BURIED UTILITIES UNKNOWN (TYP)
C
CABLE BOX
PROP 129 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 32 LF OF 16" DIA. JACK AND BORE
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_23ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #413
TOP = 20.19’
INV W = 10.69’
INV E = 10.18’
SMH #402
TOP = 20.62’
INV N = 12.72’
INV E = 9.07’
INV W = 9.04’
SMH #411
TOP = 19.99’
INV N = 16.02’
INV W = 10.41’
INV E = 10.25’
S
S S
"H" STREET
G
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
SMH #413
TOP = 20.19’
INV W = 10.69’
INV E = 10.18’
SMH #402
TOP = 20.62’
INV N = 12.72’
INV E = 9.07’
INV W = 9.04’
SMH #411
TOP = 19.99’
INV N = 16.02’
INV W = 10.41’
INV E = 10.25’
S
S S
S S
ABANDON 36 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.5 CY FLOWABLE FILL.
PROP 48 LF OF 16" DIA.
JACK AND BORE "H" STREET
PROP SMH #71 (DROP)
TOP = 20.00’ +/-
INV N = 15.96’
INV W = 10.01’
INV E = 9.96’
PROP SMH #72
TOP = 20.65’ +/-
INV N = 12.66’
INV W = 9.08’
INV E = 9.03’
PROP 315 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP 322 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.34%
G
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_24
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"H" STREET
"H" STREET
SMH #288
TOP = 19.60’
INV E = 8.39’
INV S = 7.74’
INV W = 7.68’
INV N = 7.49’
SMH #492
TOP = 19.56’
INV NW = 14.73’
INV E = 14.17’
INV W = 14.14’
S S
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
"H" STREET
"H" STREET
SMH #288
TOP = 19.60’
INV E = 8.39’
INV S = 7.74’
INV W = 7.68’
INV N = 7.49’
SMH #492
TOP = 19.56’
INV NW = 14.73’
INV E = 14.17’
INV W = 14.14’
S S
S S
ABANDON 35 LF OF EXIST 18"
SEWER LINE INPLACE. PLACE
2.3 CY FLOWABLE FILL.
ABANDON 36 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.5 CY FLOWABLE FILL.
PROP 32 LF OF 30" DIA.
JACK AND BORE
S
PROP 50 LF OF 16" DIA.
JACK AND BORE
PROP SMH #73
TOP = 19.30’ +/-
INV E = 8.09’
INV W = 7.93’
INV S = 6.41’
INV N = 6.16’
PROP SMH #75
TOP = 18.90’ +/-
INV NW = 14.65’
INV E = 14.54’
INV W = 14.44’
PROP 310 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 2.05%
PROP SMH #74
TOP = 19.63’ +/-
INV S = 6.49’
INV N = 6.47’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
PROP 65 LF OF 24" DIA SDR 18
C-900 PVC SAN SEWER @ 0.10%
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_25
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"H" STREET
SMH #500
TOP = 19.95’
INV W = 15.59’
SMH #703
TOP = 19.21’
INV E = 8.44’
INV N = 8.39’
S
S
SD
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
"H" STREET
SMH #500
TOP = 19.95’
INV W = 15.59’
SMH #703
TOP = 19.21’
INV E = 8.44’
INV N = 8.39’
S
S S
S
PROP SMH #77
TOP = 19.25’ +/-
INV E = 8.91’
INV N = 8.86’
PROP 262 LF OF 8" DIA SDR
26 PVC SAN SEWER 0.40%
PROP SMH #76
TOP = 19.20’ +/-
INV W = 15.59’
PROP 380 LF OF 24" DIA
SDR 26 PVC SAN SEWER @ 0.12%
SD
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_26
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
"H" STREET
"H" STREET
SMH #709
TOP = 18.86’
INV E = 9.35’
INV W = 9.25’
S S
S
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
"H" STREET
"H" STREET
SMH #709
TOP = 18.86’
INV E = 9.35’
INV W = 9.25’
S S
S
S
S
S
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
S
PROP 44 LF 30" DIA
JACK AND BORE
PROP 36 LF 30" DIA
JACK AND BORE
PROP 36 LF 14" DIA
JACK AND BORE
PROP SMH #80
TOP = 17.35’ +/-
INV S = 11.16’
INV N = 11.11’
PROP SMH #81
TOP = 18.70’ +/-
INV E = 9.91’
INV W = 9.86’
PROP SMH #79
TOP = 17.70’ +/-
INV S = 10.87’
INV E = 9.74’
INV W = 9.69’
PROP 154 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.08%
PROP 236 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP 60 LF OF 8"
DIA SDR 26 PVC
SAN SEWER @ 0.40%
PROP SMH #78
TOP = 18.90’ +/-
INV E = 9.41’
INV W = 9.36’
ABANDON 36 LF OF EXIST 24"
SEWER LINE INPLACE. PLACE
4.2 CY FLOWABLE FILL.
ABANDON 42 LF OF EXIST 24"
SEWER LINE INPLACE. PLACE
4.9 CY FLOWABLE FILL.
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_27
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #1068
TOP = 19.54’
INV NW = 12.49’
SMH #750
TOP = 18.90’
INV N = 11.68’
INV SW = 11.27’
INV SE = 11.19’
SMH #748
TOP = 19.01’
INV NE = 10.62’
INV W = 10.01’
INV SW = 9.94’
SMH #761
TOP = 18.92’
INV S = 10.69’
INV NE = 10.49’
ABANDONED
SMH #734
TOP = 18.41’
INV W = 10.09’
INV SE = 10.09’
SMH #747
TOP = 19.27’
INV E = 9.95’
INV W = 10.08’
S
S
S S
S
S
S
"H" STREETSMH #736
TOP = 18.70’
INV NW = 10.35’
INV E = 10.30’
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
SMH #1068
TOP = 19.54’
INV NW = 12.49’
SMH #750
TOP = 18.90’
INV N = 11.68’
INV SW = 11.27’
INV SE = 11.19’
SMH #748
TOP = 19.01’
INV NE = 10.62’
INV W = 10.01’
INV SW = 9.94’
SMH #761
TOP = 18.92’
INV S = 10.69’
INV NE = 10.49’
ABANDONED
SMH #734
TOP = 18.41’
INV W = 10.09’
INV SE = 10.09’
SMH #747
TOP = 19.27’
INV E = 9.95’
INV W = 10.08’
S
S
S S
S
S
S
S
S
S
"H" STREET
PROP 34 LF 30" DIA
JACK AND BORE
PROP 400 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.08%
PROP SMH #82
TOP = 19.30’ +/-
INV E = 10.28’
INV W = 10.23’
PROP 98 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.08%
PROP SMH #84
TOP = 19.10’ +/-
INV N = 11.56’
INV SW = 11.51’
PROP 21 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SMH #736
TOP = 18.70’
INV NW = 10.35’
INV E = 10.30’
TO BE ADANDONED
PROP SMH #83
TOP = 19.05’ +/-
INV NE = 11.45’
INV S = 10.41’
INV W = 10.36’
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_28
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #37
TOP = 19.70’
INV SW = 8.90’
INV NW = 8.86’
SMH #39
TOP = 17.88’
INV S = 8.99’
INV NE = 8.89’
SMH #46
TOP = 18.06’
INV W = 9.13’
INV N = 9.06’
SMH #57
TOP = 17.88’
INV W = 10.21’
INV E = 10.24’
SMH #60
TOP = 19.18’
INV S = 12.03’
INV E = 11.98’
S
S S
S
S
DAPS
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
SMH #37
TOP = 19.70’
INV SW = 8.90’
INV NW = 8.86’
SMH #39
TOP = 17.88’
INV S = 8.99’
INV NE = 8.89’
SMH #46
TOP = 18.06’
INV W = 9.13’
INV N = 9.06’
SMH #57
TOP = 17.88’
INV W = 10.21’
INV E = 10.24’
SMH #60
TOP = 19.18’
INV S = 12.03’
INV E = 11.98’
S
S S
S
S
S
S S
S
PROP 34 LF 14"
JACK AND BORE
DAPS
PROP SMH #137
TOP = 18.05’ +/-
INV W = 9.15’
INV N = 9.05’
PROP 136 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #138
TOP = 17.85’ +/-
INV W = 10.74’
INV E = 10.64’
PROP 280 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 116 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
PROP SMH #139
TOP = 19.20’ +/-
INV S = 12.07
INV E = 11.86’
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_29
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
K1
SMH #119
TOP = 16.39’
INV E = 8.14’
INV W = 5.98’
INV S = 5.53’
SMH #239
TOP = 16.00’
INV E = 6.07’
INV S = 5.86’
INV N = 5.85’
SMH #248
TOP = 17.42’
INV E = 6.45’
INV N = 6.69’
SMH #110
TOP = 16.46’
INV NE = 5.96’
INV W = 5.28’
SMH #225
TOP = 17.37’
INV NW = 10.35’
SMH #112
TOP = 16.76’
INV N = 9.56’
INV SE = 6.29’
INV E = 5.95’
INV SW = 5.88’
"I" STREET (FISHER STREET)
30" CPP
S
S
S
S
S
S
PROP 39 LF 14" DIA
JACK AND BORE
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
K1
SMH #119
TOP = 16.39’
INV E = 8.14’
INV W = 5.98’
INV S = 5.53’
SMH #239
TOP = 16.00’
INV E = 6.07’
INV S = 5.86’
INV N = 5.85’
SMH #248
TOP = 17.42’
INV E = 6.45’
INV N = 6.69’
SMH #110
TOP = 16.46’
INV NE = 5.96’
INV W = 5.28’
SMH #225
TOP = 17.37’
INV NW = 10.35’
SMH #112
TOP = 16.76’
INV N = 9.56’
INV SE = 6.29’
INV E = 5.95’
INV SW = 5.88’
"I" STREET (FISHER STREET)
30" CPP
S
S
S
S
S
S
S
S
S
S
PROP SMH #124
TOP = 17.40’ +/-
INV NW = 10.35’
PROP 241 LF OF 30" DIA
SDR 26 PVC SAN SEWER
@ 0.058%
PROP 148 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 154 LF OF 30" DIA SDR
26 PVC SAN SEWER @ 0.058%
PROP SMH #103
TOP = 16.00’ +/-
INV E = 5.34’
INV N = 5.32’
PROP SMH #122 (DROP)
TOP = 16.40’ +/-
INV E = 8.57’
INV S = 5.27’
INV W = 5.25’
PROP SMH #123 (DROP)
TOP = 16.45’ +/-
INV SE = 9.69’
INV N = 9.69’
INV NE = 5.11’
INV W = 5.09’
PROP 39 LF 14" DIA
JACK AND BORE
PROP 166 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ABANDON 50 LF OF EXIST 30"
SEWER LINE INPLACE. PLACE
9.1 CY FLOWABLE FILL.
PROP 86 LF OF 30" DIA SDR
26 PVC SAN SEWER @ 0.058%
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_30
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #273
TOP = 18.36’
INV S = 6.92’
INV W = 6.72’
SMH #281
TOP = 16.46’
INV E = 6.97’
INV SW = 6.89’
INV N = 6.70’
SMH #301
TOP = 16.53’
INV S = 12.02’
INV E = 11.67’
SMH #299
TOP = 16.60’
INV W = 11.12’
INV E = 10.99’
INV N = 10.83’
SMH #296
TOP = 17.59’
INV S = 10.49’
INV W = 7.88’
INV E = 7.86’
6" MTL
S
S
S
S
S S
S
"I" STREET (FISHER STREET)
DENTAL CLINIC
SMH #289
TOP = 17.38’ +/-
ASPHALT
PARKING AREA
CONCRETE SIDEWALKCONCRETE SIDEWALK
SMH #273
TOP = 18.36’
INV S = 6.92’
INV W = 6.72’
SMH #281
TOP = 16.46’
INV E = 6.97’
INV SW = 6.89’
INV N = 6.70’
SMH #301
TOP = 16.53’
INV S = 12.02’
INV E = 11.67’
SMH #299
TOP = 16.60’
INV W = 11.12’
INV E = 10.99’
INV N = 10.83’
SMH #296
TOP = 17.59’
INV S = 10.49’
INV W = 7.88’
INV E = 7.86’
6" MTL
S
S
S
S
S S
S
S
S
S
S
PROP 36 LF 42" DIA
JACK AND BORE
ABANDON 32 LF OF EXIST 30"
SEWER LINE INPLACE. PLACE
5.8 CY FLOWABLE FILL.
PROP 36 LF 42" DIA
JACK AND BORE
ABANDON 34 LF OF EXIST 30"
SEWER LINE INPLACE. PLACE
6.2 CY FLOWABLE FILL.
"I" STREET (FISHER STREET)
DENTAL CLINIC
PROP 60 LF OF 30" DIA SDR
26 PVC SAN SEWER @ 0.070%
PROP 291 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP 18 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #101
TOP = 16.35’ +/-
INV E = 7.59
INV S = 5.85’
INV N = 5.56’
PROP SMH #102
TOP = 17.88’ +/-
INV S = 5.52’
INV W = 5.50’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
PROP SMH #99
TOP = 17.05’ +/-
INV S = 11.97’
INV E = 10.72’
INV N = 10.62’
SMH #289
TOP = 17.38’ +/-
PROP SMH #98 (DROP)
TOP = 17.32’ +/-
INV S = 10.55’
INV E = 7.93’
INV W = 7.88’
ABANDON 30 LF OF EXIST 30"
SEWER LINE INPLACE. PLACE
5.4 CY FLOWABLE FILL.
ELECTRIC PADS
PROP 120 LF OF 30" DIA
DR 21 C-900 PVC SAN
SEWER @ 0.058%
ASPHALT
CONCRETE SIDEWALKCONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_31
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #303
TOP = 17.00’
INV S = 11.59’
INV W = 11.52’
SMH #310
TOP = 18.51’
INV W = 8.10’
INV SE = 8.08’
SMH #330
TOP = 18.58’
INV NE = 8.58’
INV S = 8.31’
INV NW = 8.23’
SMH #333
TOP = 18.43’
INV SE = 8.99’
INV SW = 8.44’
INV N = 8.41’
SMH #334
TOP = 18.48’
INV S = 8.82’
SMH #349
TOP = 18.31’
INV NE = 8.97’
INV NW = 8.77’
6" MTL
S
S
S
S
S
S
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT DRIVE
ASPHALT DRIVE
CONCRETE SIDEWALK
SMH #303
TOP = 17.00’
INV S = 11.59’
INV W = 11.52’
SMH #310
TOP = 18.51’
INV W = 8.10’
INV SE = 8.08’
SMH #330
TOP = 18.58’
INV NE = 8.58’
INV S = 8.31’
INV NW = 8.23’
SMH #333
TOP = 18.43’
INV SE = 8.99’
INV SW = 8.44’
INV N = 8.41’
SMH #334
TOP = 18.48’
INV S = 8.82’
SMH #349
TOP = 18.31’
INV NE = 8.97’
INV NW = 8.77’
6" MTL
S
S
S
S
S
S
S
S
ABANDON 53 LF OF EXIST 24"
SEWER LINE INPLACE. PLACE
6.2 CY FLOWABLE FILL.
S
S
S
S
PROP 36 LF 30" DIA
JACK AND BORE
PROP 57 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.12%
PROP SMH #97
TOP = 18.25’ +/-
INV SE = 8.30’
INV W = 8.25’
PROP 321 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.10%
PROP 159 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@0.40%
PROP SMH #100
TOP = 17.55’ +/-
INV S = 11.53’
INV W = 11.36’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
PROP SMH #96
TOP = 18.45’ +/-
INV S = 8.42’
INV SE = 9.01’
INV NW = 8.37’
PROP 248 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP SMH #95
TOP = 18.31’ +/-
INV NE = 9.31’
INV NW = 9.26’
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT DRIVE
ASPHALT DRIVE
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_32ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TIP8
SMH #353
TOP = 17.87’
INV N = 10.73’
INV SW = 9.1’
INV E =9.09’
SMH #354
TOP = 17.96’
INV N = 9.22’
INV W = 9.2’
S S
S
SMH #355
TOP = 17.74’
INV SW = 10.42’
INV NE = 10.39’
D
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
TIP8
SMH #353
TOP = 17.87’
INV N = 10.73’
INV SW = 9.1’
INV E =9.09’
SMH #354
TOP = 17.96’
INV N = 9.22’
INV W = 9.2’
S S
S
S
ABANDON 46 LF OF EXIST 18"
SEWER LINE INPLACE. PLACE
3.0 CY FLOWABLE FILL.
PROP 44 LF 26"
JACK AND BOREPROP 34 LF 14"
JACK AND BORE
PROP 216 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP 146 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.66 %
SMH #355
TOP = 17.74’
INV SW = 10.42’
INV NE = 10.39’
PROP SMH #91
TOP = 17.87’ +/-
INV N = 10.83’
INV E = 9.58’
INV SW = 9.53’
PROP 60 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.12%
PROP SMH #90
TOP = 17.96’ +/-
INV NE = 10.15’
INV W = 9.65’
PROP CONFLICT BOX
TOP = 16.63
INV SS CASING NE = 10.07’ +/-
INV SS CASING SW = 10.06’ +/-
INV 36" RCP = 9.10’ +/-
S
PROP 180 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
SEE SHEET RM_58 FOR
CONTINUATION OF THIS
LINE
D
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_33
CONC
BLDG
S
S S
S
FISHER HOUSE
BIO-ENVIRONMENTAL
W W
W W W W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
CONC
BLDG
SMH #129
TOP = 17.98’
INV E = 11.05’
INV SW = 10.31’
SMH #125
TOP = 19.07’
INV N = 9.48’
INV NE = 8.95’
INV W = 8.95’
S
S S
S
FISHER HOUSE
BIO-ENVIRONMENTAL
SMH #180
TOP = 18.83’
INV NE = 13.82’
INV W =
SMH #181
TOP = 18.95’
INV SW =
INV E = 13.86’
INV NW =
W W
W W W W
ASPHALT
PARKING AREA
ASPHALT DRIVE
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONC
BLDG
SMH #129
TOP = 17.98’
INV E = 11.05’
INV SW = 10.31’
SMH #125
TOP = 19.07’
INV N = 9.48’
INV NE = 8.95’
INV W = 8.95’
S
S S
S
S
S
S
S
PROP 40 LF 16" DIA
JACK AND BORE
ABANDON 34 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
0.7 CY FLOWABLE FILL.
FISHER HOUSE
BIO-ENVIRONMENTAL
PROP SMH #118
TOP = 19.40’ +/-
INV E = 11.92’
INV W = 11.87’
PROP 87 LF OF
10" DIA SDR 26
PVC SAN SEWER
@ 1.09%
PROP 252 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #119
T OP =18.85’ +/-
INV E = 10.96’
INV W = 10.79’
SMH #180
TOP = 18.83’
INV NE = 13.82’
INV W =
SMH #181
TOP = 18.95’
INV SW =
INV E = 13.86’
INV NW =
PROP 240 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP 278 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #120
TOP = 18.00’ +/-
INV E = 10.08’
INV SW = 10.03’
PROP SMH #121
TOP = 19.10’ +/-
INV N = 9.24’
INV NE = 9.08’
INV W = 8.98’
ABANDON 30 LF OF EXIST
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL. (10 FEET
ON EACH SIDE OF BLDG)
VERIFY LINE SIZE IN FIELD
W W
W W W W
ASPHALT
PARKING AREA
ASPHALT DRIVE
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
File details come from the government source that posted it. Updated .