Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_9.pdf
PDF 7 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation package and drawings outline requirements for a construction contract to repair sanitary sewer lines at Keesler Air Force Base. The work includes furnishing labor, equipment, materials and performing operations to repair or replace major sanitary lines across the base as specified in the statement of work and drawings. The acquisition 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 with a size standard of $39.5 million. The proposed construction magnitude is between $1,000,000 and $5,000,000. The solicitation package and specifications will be posted on FBO.gov on or around October 15, 2019 with a closing date of November 14, 2019. The contract performance period will be 360 days after receiving notice to proceed. All contractors must register in the System for Award Management DoD database prior to award. Funds are not presently available and no award will be made until funding is in place.
Attachment 1 - Repair Sanitary Sewer DWG Part 9.
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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_34
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
A/C PAD A/C PAD
SMH #166
TOP = 19.90’
INV SE = 14.11’
INV W = 14.09’
SMH #157
TOP = 20.60’
INV W = 15.92’
INV E = 15.83’
INV SW = 15.77’
SMH #188
TOP = 20.48’
INV E =
INV W =
SMH #212
TOP = 20.15’
INV W =
INV N =
SMH #168
TOP = 19.93’
INV E =
INV S =
SMH #163
TOP = 18.20’
INV S = 14.7’
INV NW = 14.54’
6" MTL
SMH #380
TOP = 19.58’
INV N = 15.08’
INV W = 15.3’
SS S
S
S S
S S
S
TYER HOUSE
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
A/C PAD A/C PAD
SMH #166
TOP = 19.90’
INV SE = 14.11’
INV W = 14.09’
SMH #157
TOP = 20.60’
INV W = 15.92’
INV E = 15.83’
INV SW = 15.77’
SMH #188
TOP = 20.48’
INV E =
INV W =
SMH #212
TOP = 20.15’
INV W =
INV N =
SMH #168
TOP = 19.93’
INV E =
INV S =
SMH #163
TOP = 18.20’
INV S = 14.7’
INV NW = 14.54’
6" MTL
SMH #380
TOP = 19.58’
INV N = 15.08’
INV W = 15.3’
SS S
S
S S
S S
S
S
SS
S
S
S
S
TYER HOUSE
PROP SMH #116
TOP = 19.90’ +/-
INV E = 13.82’
INV S = 13.77’
PROP 130 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP 117 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP 69 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #115
TOP = 19.90’ +/-
INV SE = 14.36’
INV W = 14.31’
PROP SMH #113
TOP = 19.60’ +/-
INV W = 15.34’
INV N = 15.08’
PROP 102 LF
OF 8" DIA
SDR 26 PVC
SAN SEWER
@ 0.40%
PROP SMH #117
TOP = 20.15’ +/-
INV N = 13.33’
INV W = 13.28’
PROP 357 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #114
TOP = 18.20’ +/-
INV S = 14.67’
INV NW = 14.62’
PROP 28 LF 14 DIA
JACK AND BORE
ABANDON 20 LF OF EXIST
SEWER LINE INPLACE. PLACE
FLOWABLE FILL. VERIFY LINE
SIZE IN FIELD.
W
ASPHALT
PARKING AREA
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_35
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #138
TOP = 19.64’
INV N = 14.17’
INV E = 11.31’
INV S = 11.12’
SMH #154
TOP = 19.79’
INV S = 13.10’
INV W = 12.45’
INV E = 12.41’
SMH #143
TOP = 20.09’
INV S = 15.82’
INV W =
S S
S
S
SMH #321
TOP = 20.04’
G G G G G G
G
G
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
SMH #138
TOP = 19.64’
INV N = 14.17’
INV E = 11.31’
INV S = 11.12’
SMH #154
TOP = 19.79’
INV S = 13.10’
INV W = 12.45’
INV E = 12.41’
SMH #143
TOP = 20.09’
INV S = 15.82’
INV W =
S S
S
S
CONTRACTOR TO USE CAUTION WHEN
WHEN EXCAVATING UTILITY LINES - DEPTH
OF BURIED UTILITIES UNKNOWN (TYP)
S
S
S
SMH #321
TOP = 20.04’
S
S
PROP 225 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 282 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 14 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 95 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 3.26%
PROP SMH #110
TOP = 19.80’ +/-
INV E = 11.58’
INV W = 11.53’
PROP SMH #108
TOP = 20.04’ +/-
INV E = 12.64’
INV NW = 12.59’
PROP SMH #109
TOP = 20.10 +/-
INV SE = 12.53’
INV W = 12.48’
PROP SMH #111
TOP = 20.10’ +/-
INV W = 15.67 +/-
INV S = 15.50’
PROP 32 LF 14" DIA
JACK AND BORE
ABANDON 28 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 FLOWABLE FILL.
TO BE REMOVED
PROP SMH #112 (DROP)
TOP = 18.86 +/-
INV N = 12.40’
INV E = 10.40’
INV S = 10.35’
G G G G G G
G
G
W
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_36
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TN312
SMH #166
TOP = 19.90’
INV SE = 14.11’
INV W = 14.09’
SMH #214
TOP = 19.47’
SMH #215
TOP = 18.83’
SMH #168
TOP = 19.93’
INV E =
INV S =
TN312
S
S S
S S S S
RESEARCH LAB
SMH #217
TOP = 19.22’
INV N = 14.44’
INV E = 14.37’
INV W = 14.32’
SMH #224
TOP = 22.25’
INV E = 13.78’
INV W = 13.77’
SD
G G
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
TN312
SMH #166
TOP = 19.90’
INV SE = 14.11’
INV W = 14.09’
SMH #214
TOP = 19.47’
SMH #215
TOP = 18.83’
SMH #168
TOP = 19.93’
INV E =
INV S =
TN312
S
S S
S S S S
SS S
SS S
RESEARCH LAB
SMH #217
TOP = 19.22’
INV N = 14.44’
INV E = 14.37’
INV W = 14.32’
SMH #224
TOP = 22.25’
INV E = 13.78’
INV W = 13.77’
S
PROP SMH #116
TOP = 19.90’ +/-
INV E = 13.82’
INV S = 13.77’
PROP 130 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP 69 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #115
TOP = 19.90’ +/-
INV SE = 14.36’
INV W = 14.31’
PROP SMH #104
TOP = 19.47’ +/-
INV W = 14.67’
PROP 72 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #106
TOP = 19.22’ +/-
INV N = 14.40’
INV E = 14.24’
INV W = 14.19’
PROP 207 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 167 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #105
TOP = 18.83 +/-
INV E = 14.58
INV W = 14.53
PROP 22 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #107
TOP = 22.10+/-
INV E = 13.36’
INV W = 13.31’
TIE EXIST SAN SEWER
LINE TO PROP SMHPROP 30 LF 14" DIA
JACK AND BORE
ABANDON 22 LF OF EXIST
SEWER LINE INPLACE. PLACE
0.28 CY FLOWABLE FILL. VERIFY
LINE SIZE IN FIELD.
SD
G G
W
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_37
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
KEESLER AIRE FORCE BASE
MEDICAL CENTER
KEESLER AIRE FORCE BASE
MEDICAL CENTER
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_38
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_39ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #11
TOP = 16.53’
SMH #88
TOP = 21.02’
INV E = 9.01’
INV S = 8.98’
SMH #10
TOP = 16.08’
INV N = 7.51’
INV E = 5.09’
INV SW = 4.45’
S
ABANDONED
EXIST 30" DIA
SEWER PIPE
- PLUG AND
ABANDON.
EXISTING 30" SAN SEWER
TO LIFT STATION
SMH #11
TOP = 16.53’
SMH #88
TOP = 21.02’
INV E = 9.01’
INV S = 8.98’
SMH #10
TOP = 16.08’
INV N = 7.51’
INV E = 5.09’
INV SW = 4.45’
S
ABANDONED
EXIST 30" DIA
SEWER PIPE
- PLUG AND
ABANDON.
PROP 158 LF OF 30" DIA
SDR 26 PVC SAN SEWER
@ 0.060%
EXISTING 30" SAN SEWER
TO LIFT STATION
PROP 26 LF OF 30" DIA
SDR 26 PVC SAN SEWER
@ 0.060%
TO BE ADANDONED
ABANDON 135 LF OF EXIST 12"
PVC SEWER LINE INPLACE.
ABANDON 460 LF OF EXIST 12"
PVC SEWER LINE INPLACE.
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_40ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
G G
G GW W W W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
SMH #101
TOP = 18.96’
SMH #79
TOP = 19.52’
INV SW = 9.71’
INV E = 9.68’
SMH #73
TOP = 17.77’
INV S = 9.05’
INV N = 8.96’
SMH #379
TOP = 19.26’
INV NE = 15.97’
INV E = 15.90’
INV S = 15.53’
12"
S
S
S
S S
S
S
SMH #85
TOP = 19.92’
INV NW =9.22’
INV E = 9.12’
SMH #78
TOP = 18.93’
INV E = 9.75’
INV W = 9.69’
INV S = 9.64’
INV N = 9.51’
INV NE = 9.50’
SMH #101
TOP = 18.96’
SMH #79
TOP = 19.52’
INV SW = 9.71’
INV E = 9.68’
SMH #73
TOP = 17.77’
INV S = 9.05’
INV N = 8.96’
SMH #379
TOP = 19.26’
INV NE = 15.97’
INV E = 15.90’
INV S = 15.53’
12"
S
S
S
S S
S
S
SMH #85
TOP = 19.92’
INV NW =9.22’
INV E = 9.12’
ABANDON 40 LF OF EXIST 12"
SEWER LINE INPLACE. PLACE
1.2 CY FLOWABLE FILL.
PROP 18 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 354 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #148
TOP = 18.96’ +/-
INV NE = 10.84’
INV W = 10.82’
PROP 217 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #147
TOP = 19.52’ +/-
INV E = 9.76’
INV SW = 9.74’
ABANDON 27 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
0.5 FLOWABLE FILL.
PROP SMH #125
TOP = 19.26’ +/-
INV NE = 15.97’
INV E = 15.90’
INV S = 15.55’
SMH #78
TOP = 18.93’
INV E = 9.75’
INV W = 9.69’
INV S = 9.64’
INV N = 9.51’
INV NE = 9.50’
PROP SMH #146 (5’ DIA REQ’D)
TOP = 18.93’
INV E = 9.75’
INV NE = 9.51’
INV N = 9.51’
INV S = 9.46’
PROP 49 LF OF 12" DIA
SDR 26 PVC SAN SEWER
@ 0.94%
PROP SMH #130
TOP = 17.77’
INV S = 8.95’
INV N = 9.00’
PROP 314 LF OF 12" DIA
SDR 26 PVC SAN SEWER
@ 0.10% (FIELD DETERMINE GRADE)
THIS IS ALSO AN EXIST
LINE TO BE REMOVED
ABANDON 30 LF
OF EXIST 12" PVC
SEWER LINE
INPLACE.
G G
G GW W W W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_41
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
S
S
S
S
SMH #1082
TOP = 20.43’
INV SE = 11.33’
INV W = 11.26’
SMH #1088
TOP = 20.25’
INV N = 15.8’
INV E = 12.38’
INV W = 12.36’
SMH #1085
TOP = 19.73’
INV SE = 11.39’
INV NW = 11.31’
SMH #1083
TOP = 20.14’
INV NW = 10.8’
INV SE = 10.86’
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
S
S
S
S
SMH #1082
TOP = 20.43’
INV SE = 11.33’
INV W = 11.26’
SMH #1088
TOP = 20.25’
INV N = 15.8’
INV E = 12.38’
INV W = 12.36’
SMH #1085
TOP = 19.73’
INV SE = 11.39’
INV NW = 11.31’
SMH #1083
TOP = 20.14’
INV NW = 10.8’
INV SE = 10.86’
PROP SMH #149
TOP = 20.45’ +/-
INV SE = 11.52’
INV SW = 11.49’
PROP SMH #150
TOP = 20.15’ +/-
INV SE = 11.64’
INV NW = 11.59’
PROP 78 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #151
TOP = 19.75’ +/-
INV E = 11.91’
INV NW = 11.86’
PROP 251 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #152
TOP = 20.25’ +/-
INV N = 15.76’ +/-
INV E = 12.66’
INV W = 12.61’
PROP 38 LF 16" DIA
JACK AND BORE
ABANDON 30 LF OF EXIST 10"
SEWER LINE INPLACE. PLACE
0.6 FLOWABLE FILL.
TIE EXIST SAN SEWER
LINE TO PROP SMH
PROP 25 LF OF
10" DIA SDR 26
PVC SAN SEWER
@ 0.28%
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_42ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
S S
CLINICAL RESEARCH LAB
SMH #1097
TOP = 21.06’
INV NE = 14.98’
INV E = 14.41’
INV W = 14.41’
SMH #1092
TOP = 20.81’
INV N = 13.64’
INV W = 13.27’
INV E = 13.26’
PROP 253 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #153
TOP = 20.81’ +/-
INV N = 13.60’
INV E = 13.42’
INV W = 13.37’
PROP 311 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #154
TOP = 21.06’ +/-
INV N = 14.94’ +/-
INV E = 14.34’
INV W = 14.29’
TIE EXIST SAN SEWER
LINE TO PROP SMH
TIE EXIST SAN SEWER
LINE TO PROP SMH
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
S S
CLINICAL RESEARCH LAB
SMH #1097
TOP = 21.06’
INV NE = 14.98’
INV E = 14.41’
INV W = 14.41’
SMH #1092
TOP = 20.81’
INV N = 13.64’
INV W = 13.27’
INV E = 13.26’
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_43
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
S
S
SMH #1102
TOP = 20.34’
INV NE = 15.47’
INV W = 15.46’
INV E =
SMH #1100
TOP = 20.73’
INV NE = 15.22’
INV E = 15.18’
INV W = 15.16’
PROP 165 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #156
TOP = 20.75’ +/-
INV NE = 15.22’
INV S = 15.17’
PROP 140 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #155
TOP = 20.75’ +/-
INV N = 15.16’
INV E = 14.85’
INV W = 14.80’
PROP SMH #157
TOP = 20.05’ +/-
INV NE = 15.41’ +/-
INV W = 15.24’
TIE EXIST SAN SEWER
LINE TO PROP SMH
PROP 4 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
TIE EXIST SAN SEWER
S
S
SMH #1102
TOP = 20.34’
INV NE = 15.47’
INV W = 15.46’
INV E =
SMH #1100
TOP = 20.73’
INV NE = 15.22’
INV E = 15.18’
INV W = 15.16’
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_44
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_45
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
G
G
G
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_46
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SS
ASPHALT PARKING
SS
ASPHALT PARKING
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_47
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_48ASPHALT REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #282
TOP = 16.31’
INV S = 7.12’
INV NE = 7.09’
24"
G
W
SMH #282
TOP = 16.31’
INV S = 7.12’
INV NE = 7.09’
24"
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_49
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
G G
G G
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_50
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
ALIGNMENT "H"
PROP SMH #18
TOP = 17.37’ +/-
INV S = 12.53’
INV N = 12.32’
INV E = 12.19’
INV W = 12.09’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
ALIGNMENT "H"
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_51
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_52
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
W W
W
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
CONCRETE SIDEWALK
W W
W
ASPHALT
PARKING AREA
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
SHEET RM_53
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
24" CPP
W W
W W W
W
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
24" CPP
W W
W W W
W
ASPHALT
PARKING AREA
File details come from the government source that posted it. Updated .