Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_12.pdf
PDF 7 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation package describes a federal contract opportunity for repair and replacement of major sanitary sewer lines at Keesler Air Force Base. The Department of the Air Force Air Education and Training Command is seeking proposals from Historically Underutilized Business Zone-certified small businesses to perform work including furnishing plant, labor, equipment, materials and operations for repair or replacement of over 1,000 linear feet of sewer lines across various locations according to drawings and specifications. The estimated value of the construction is between $1-5 million. The solicitation will be posted on October 15, 2019 with a proposal due date of November 14, 2019 and anticipated contract performance period of 360 days from notice to proceed. Interested parties must register in the System for Award Management to be eligible for consideration. Funds have not been obligated for this effort and no award will be made until funding is available.
Attachment 1 - Repair Sanitary Sewer DWG Part 12.
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Text version
NNN
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_32
DRAWN
CHECKED
DATE
SCALE
JOB NO.
REVISIONS BY
ELEV.
P-10.03
1" = 20’
07-16-10
LCR
TLT
17+00 18+00 19+00 20+00 21+00 22+00
SMH #353
STA 18+48.87 - 41.77R
TOP = 17.87’
INV N = 10.73’
INV SW = 9.1’
INV E =9.09’
SMH #354
STA 19+15.53 - 39.89R
TOP = 17.96’
INV N = 9.22’
INV W = 9.2’
SMH #355
STA 19+14.47 - 30.69R
TOP = 17.74’
INV SW = 10.42’
INV NE = 10.39’
SMH #1066
STA 20+23.72 - 101.34L
TOP = 17.15’
INV NE = 10.39’
INV SW = 10.43’
DMH #363
STA 19+89.69 - 67.71L
TOP = 16.63’
INV W = 9.18’
INV E = 9.13’
PROP 216 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP SMH #90
STA 19+20.17 - 44.68R
TOP = 17.96’ +/-
INV NE = 10.15’
INV W = 9.65’
PROP SMH #91
STA 18+48.81 - 46.77R
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 #89
STA 20+30.55 - 102.87L
TOP = 17.15’ +/-
INV NE = 10.42’
INV SW = 10.37’
PROP 180 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP CONFLICT BOX
STA 20+02.7 - 66.02L
TOP = 16.63
INV SS CASING NE = 10.07’ +/-
INV SS CASING SW = 10.06’ +/-
INV 36" RCP = 9.10’ +/-
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 44 LF 26"
JACK AND BORE
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
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_33
0+00
DRAWN
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #119
STA 2+18.96 - 28.55L
T OP =18.85’ +/-
INV E = 10.96’
INV W = 10.79’
PROP SMH #118
STA 4+62.88 - 34.81L
TOP = 19.40’ +/-
INV E = 11.92’
INV W = 11.87’
PROP 240 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #120
STA 0+36.68W - 17.59R
TOP = 18.00’ +/-
INV E = 10.08’
INV SW = 10.03’
PROP 252 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP 40 LF 16" DIA
JACK AND BORE
SMH #129
STA 0+29.72W - 35.99R
TOP = 17.98’
INV E = 11.05’
INV SW = 10.31’
SMH #181
STA 2+33.43 - 45.05L
FIELD VERIFY INVERTS
TOP = 18.95’
INV SW =
INV E = 13.86’
INV NW =
SMH #180
STA 2+18.94 - 35.55L
FIELD VERIFY INVERTS
TOP = 18.83’
INV NE = 13.82’
INV W =
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
ASPHALT
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_34
0+00
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 117 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #117
STA 2+31.28 - 14.81R
TOP = 20.15’ +/-
INV N = 13.33’
INV W = 13.28’
PROP SMH #116
STA 2+34.54 - 11.81R
TOP = 19.90’ +/-
INV E = 13.82’
INV S = 13.77’
PROP 357 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP 28 LF 14 DIA
JACK AND BORE
PROP 130 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
SMH #188
STA 5+40.32 - 48.59L
FIELD VERIFY INVERTS
TOP = 20.48’
INV E =
INV W =
SMH #212
STA 2+24.55 - 10.13R
FIELD VERIFY INVERTS
TOP = 20.15’
INV W =
INV N =
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
BEFORE EXCAVATION
1-800-227-6477
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 117 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #117
STA 2+31.28 - 14.81R
TOP = 20.15’ +/-
INV N = 13.33’
INV W = 13.28’
PROP SMH #116
STA 2+34.54 - 11.81R
TOP = 19.90’ +/-
INV E = 13.82’
INV S = 13.77’
PROP 28 LF 14 DIA
JACK AND BORE
PROP 130 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #115
STA 3+68.53 - 11.91R
TOP = 19.90’ +/-
INV SE = 14.36’
INV W = 14.31’
PROP 69 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.38%
PROP SMH #114
STA 4+48.44 - 11.91R
TOP = 18.20’ +/-
INV S = 14.67’
INV NW = 14.62’
PROP 102 LF
OF 8" DIA
SDR 26 PVC
SAN SEWER
@ 0.40%
PROP SMH #113
STA 5+69.71 - 16.94R
TOP = 19.60’ +/-
INV W = 15.34’
INV N = 15.08’
SMH #212
STA 2+24.55 - 10.13R
FIELD VERIFY INVERTS
TOP = 20.15’
INV W =
INV N =
SMH #166
STA 3+73.12 = 5.00R
TOP = 19.90’
INV SE = 14.11’
INV W = 14.09’
SMH #163
STA 3+73.12 - 5.00R
TOP = 18.20’
INV S = 14.7’
INV NW = 14.54’
SMH #380
STA 5+69.19 - 5.00R
TOP = 19.58’
INV N = 15.08’
INV W = 15.3’
4+00 5+00 5+75
SHEET PP_34A
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 #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
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 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.
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_35
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
PROP SMH #110
STA 2+12.95 - 42.66R
TOP = 19.80’ +/-
INV E = 11.58’
INV W = 11.53’
PROP 282 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 32 LF 14" DIA
JACK AND BORE
PROP 225 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 SMH #109
STA 4+41.00 - 26.06R
TOP = 20.10 +/-
INV SE = 12.53’
INV W = 12.48’
PROP SMH #108
STA 4+51.97 - 40.00R
TOP = 20.04’ +/-
INV E = 12.64’
INV NW = 12.59’
SMH #138
STA0+80.01 - 36.63L
TOP = 19.64’
INV N = 14.17’
INV E = 11.31’
INV S = 11.12’
SMH #154
STA 2+12.20 - 35.81R
TOP = 19.79’
INV S = 13.10’
INV W = 12.45’
INV E = 12.41’
SMH #321
STA 4+54.47 - 40.00R
TOP = 20.04’
FIELD VERIFY INVERT
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #112 (DROP)
STA 0+72.82W - 58.30L
TOP = 18.86 +/-
INV N = 12.40’
INV E = 10.40’
INV S = 10.35’
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 W
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_36
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
PROP 167 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #107
STA 6+23.34 - 41.23R
TOP = 22.10+/-
INV E = 13.36’
INV W = 13.31’
PROP 207 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%PROP 30 LF 14 DIA
JACK AND BORE
PROP SMH #106
STA 8+34.70 - 41.40R
TOP = 19.22’ +/-
INV N = 14.40’
INV E = 14.24’
INV W = 14.19’
PROP 72 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #105
STA 9+11.13 - 41.03R
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 #104
STA 9+37.09 - 41.05R
TOP = 19.47’ +/-
INV W = 14.67’
SMH #224
STA 6+23.18 - 34.32R
TOP = 22.25’
INV E = 13.78’
INV W = 13.77’
SMH #215
STA 9+11.10 - 34.12R
TOP = 18.83’
FIELD VERIFY INVERT SMH #214
STA 9+37.09 - 34.05R
TOP = 19.47’
FIELD VERIFY INVERT
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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 =
S
S S
S S S S
SS
S
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
SHEET PP_19
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
KEESLER AIRE FORCE BASE
MEDICAL CENTER
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_38
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
1-800-227-6477
SHEET PP_39
DATE
SCALE
07-16-10
LCR
TLT
6+00 5+00 4+00 3+00 2+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
7+00
SMH #88
STA 2+12.74W - 16.93R
TOP = 21.02’
INV E = 9.01’
INV S = 8.98’
SMH #10
STA 6+68.76W - 4.59R
TOP = 16.08’
INV N = 7.51’
INV E = 5.09’
INV SW = 4.45’
SMH #11
STA 6+94.25 - 19.71R
TOP = 16.53’
FIELD VERIFY
INVERTS
2 2
PROP 26 LF OF 30" DIA
SDR 26 PVC SAN SEWER
@ 0.060%
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
SHEET PP_40
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SMH #85
STA 0+43.19W - 24.19R
TOP = 19.92’
INV E = 9.12’
INV NW =9.22’
SMH #78
STA 0+29.80 - 23.10L
TOP = 18.93’
INV N = 9.51’
INV NE = 9.50’
INV E = 9.75’
INV W = 9.69’
INV S = 9.64’
SMH #79
STA 1+45.88 - 41.41L
TOP = 19.52’
INV E = 9.68’
INV SW = 9.71
SMH #101
STA 4+02.94 - 44.86L
TOP = 18.96’
PROP 18 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #147
STA 0+48.99 - 34.47L
TOP = 19.52’ +/-
INV E = 9.76’
INV SW = 9.74’
PROP 354 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 217 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #148
STA 4+07.12 - 37.97L
TOP = 18.96’ +/-
INV NE = 10.84’
INV W = 10.82’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #146 (5’ DIA REQ’D)
STA 0+29.84 - 23.10L
TOP = 18.93’
INV E = 9.75’
INV NE = 9.51’
INV N = 9.51’
INV S = 9.46’
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’
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.
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_41
DRAWN
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
SMH #1082
STA 6+25.15 - 91.69L
TOP = 20.43’
INV SE = 11.33’
INV W = 11.26’
SMH #1083
STA 6+46.66 - 69.41L
TOP = 20.14’
INV NW = 10.8’
INV SE = 10.86’
SMH #1085
STA 7+22.71 - 50.54L
TOP = 19.73’
INV SE = 11.39’
INV NW = 11.31’
SMH #1088
STA 9+76.63 - 52.64L
TOP = 20.25’
INV N = 15.8’
INV E = 12.38’
INV W = 12.36’
PROP SMH #149
STA 6+22.84 - 84.12L
TOP = 20.45’ +/-
INV SE = 11.52’
INV SW = 11.49’
PROP 25 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 78 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #150
STA 6+43.06 - 63.18L
TOP = 20.15’ +/-
INV SE = 11.61’
INV NW = 11.59’
PROP SMH #151
STA 7+22.24 - 43.53L
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
STA 9+77.60 - 45.65L
TOP = 20.25’ +/-
INV N = 15.76’ +/-
INV E = 12.66’
INV W = 12.61’
PROP 253 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 38 LF 16" DIA
JACK AND BORE
PROP 217 LF OF 10" DIA SDR 26
PVC SAN SEWER @ 0.28%
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
SHEET PP_42
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00 16+00
SMH #1092
STA 12+34.83 - 55.53L
TOP = 20.81’
INV N = 13.64’
INV W = 13.27’
INV E = 13.26’
SMH #1097
STA 15+50.34 - 55.82L
TOP = 21.06’
INV NE = 14.98’
INV E = 14.41’
INV W = 14.41’
PROP SMH #153
STA 12+34.76 - 48.53L
TOP = 20.81’ +/-
INV N = 13.60’
INV E = 13.42’
INV W = 13.37’
PROP 253 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP 311 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #154
STA 15+49.90 - 48.90L
TOP = 21.06’ +/-
INV N = 14.94’ +/-
INV E = 14.34’
INV W = 14.29’
PROP 165 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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’
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
1-800-227-6477
SHEET PP_43
DATE
SCALE
07-16-10
LCR
TLT
16+00 17+00 18+00 19+00
20+00
SMH #1100
STA 17+19.26 - 55.31L
TOP = 20.73’
INV NE = 15.22’
INV E = 15.18’
INV W = 15.16’
SMH #1102
STA 18+72.35 - 63.17L
TOP = 20.34’
INV NE = 15.47’
INV W = 15.46’
INV E =
PROP 165 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’
PROP 140 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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
1-800-227-6477
SHEET PP_44
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00 16+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
1-800-227-6477
SHEET PP_45
DATE
SCALE
07-16-10
LCR
TLT
17+00 18+00 19+00 20+00 21+00
PROP SMH #147
STA 19+73.42 - 49.48R
TOP = 19.52’ +/-
INV E = 9.76’
INV SW = 9.74’
PROP SMH #146 (5’ DIA REQ’D)
STA 19+62.31 - 30.16R
TOP = 18.93’
INV E = 9.75’
INV NE = 9.51’
INV N = 9.51’
INV W = 9.46’
PROP 18 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SMH #73
STA 19+10.01 - 23.01R
TOP = 17.77’
INV S = 9.05’
INV N = 8.96’
SMH #79
STA 19+80.39 - 46.46R
TOP = 19.52’
INV SW = 9.71’
INV E = 9.68’
SMH #78
STA 19+62.31 - 30.16R
TOP = 18.93’
INV E = 9.75’
INV W = 9.69’
INV S = 9.64’
INV N = 9.51’
INV NE = 9.50’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #130
STA 19+09.93 - 28.26R
TOP = 17.77’
INV S = 8.95’
INV N = 9.00’
PROP 32 LF OF 18" DIA
JACK AND BORE
G
1-800-227-6477
SHEET PP_46
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
PROP SMH #12
0+59.08S - 21.68L
TOP = 18.81’ +/-
INV S = 8.41’
INV NE = 8.36’ PROP SMH #11
STA 0+44.48S - 36.88L
TOP = 18.81’ +/-
INV W = 9.34
INV E = 9.19’
INV. SW = 8.31
INV N = 7.62’
PROP 358 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP 98 LF OF 18" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP SMH #50 (DROP)
STA 4+22.03 - 37.85R
TOP = 17.49’ +/-
INV E = 13.22’
INV W = 8.77’
INV S = 7.05’
INV N = 6.85’
PROP SMH #51
STA 3+19.66 - 37.64R
TOP = 19.65’ +/-
INV S = 7.19’
INV N = 7.17’
SMH #595
STA 0+49.17S - 21.75L
TOP = 18.81’
INV W = 9.66’
INV S = 8.37’
INV NE = 8.34’
SMH #592
STA 0+35.47S - 29.88L
TOP = 19.29’
INV E = 9.13’
INV SW = 8.87’
INV N = 8.37’
SMH #517
STA 4+15.07 - 28.26R
TOP = 17.99’
INV W = 8.77’
INV E = 8.64’
INV N = 8.20’
INV S = 8.15’
PROP 360 LF OF 21" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 34 LF 26" DIA
JACK AND BORE
PROP 40 LF OF 26" DIA.
JACK AND BORE
PROP 17 LF OF 10" DIA SDR 26
PVC SAN SEWER @ 0.28%
2 2
SS
ASPHALT PARKING
1-800-227-6477
SHEET PP_47
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
PROP SMH #74
STA 7+86.03 - 36.87R
TOP = 19.63’ +/-
INV S = 6.49’
INV N = 6.47’
PROP 65 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP SMH #73
STA 8+55.37 - 36.68R
TOP = 19.30’ +/-
INV E = 8.09’
INV W = 7.93’
INV S = 6.41’
INV N = 6.16’
SMH #288
STA 8+61.79 - 29.65R
TOP = 19.60’
INV E = 8.39’
INV S = 7.74’
INV W = 7.68’
INV N = 7.49’
2 2
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 32 LF OF 30" DIA.
JACK AND BORE
W
1-800-227-6477
SHEET PP_48
DATE
SCALE
07-16-10
LCR
TLT
12+00 13+00 14+00 15+00 16+00
2 2
PROP SMH #101
STA 12+47.96 - 37.70R
TOP = 16.35’ +/-
INV E = 7.59
INV S = 5.85’
INV N = 5.56’
PROP 60 LF OF 30" DIA SDR
26 PVC SAN SEWER @ 0.070%
PROP SMH #102
STA 13+12.14 - 37.93R
TOP = 17.88’ +/-
INV S = 5.52’
INV W = 5.50’
PROP SMH #120
STA 14+90.23 - 36.69L
TOP = 18.00’ +/-
INV E = 10.08’
INV SW = 10.03’
SMH #129
STA 15+09.91 - 29.73L
TOP = 17.98’
INV E = 11.05’
INV SW = 10.31’
SMH #282
STA 12+50.80 - 30.43R
TOP = 16.31’
INV S = 7.12’
INV NE = 7.09’
SMH #281
STA 12+55.82 - 41.33R
TOP = 16.46’
INV E = 6.97’
INV SW = 6.89’
INV N = 6.70’
SMH #273
STA 13+21.13 - 42.08R
TOP = 18.36’
INV S = 6.92’
INV W = 6.72’
PROP 389 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.08%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
11+00
PROP 36 LF 42" DIA
JACK AND BORE
SMH #282
TOP = 16.31’
INV S = 7.12’
INV NE = 7.09’
24"
W
1-800-227-6477
SHEET PP_49
DATE
SCALE
07-16-10
LCR
TLT
16+00 17+00 18+00 19+00 20+00
PROP SMH #151
STA 19+73.94 - 38.10R
TOP = 19.75’ +/-
INV E = 11.91’
INV NW = 11.86’
SMH #1085
STA 19+80.94 - 38.56R
TOP = 19.73’
INV SE = 11.39’
INV NW = 11.31’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 282 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 32 LF 14" DIA
JACK AND BORE
G G
1-800-227-6477
SHEET PP_50
DATE
SCALE
07-16-10
LCR
TLT
3+00 2+00 1+00 0+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #18
STA 0+35.58S - 8.13R
TOP = 17.37’ +/-
INV S = 12.53’
INV N = 12.32’
INV E = 12.19’
INV W = 12.09’
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’
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"
File details come from the government source that posted it. Updated .