Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_11.pdf
PDF 7 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation is for repair and replacement of major sanitary sewer lines across Keesler Air Force Base. The Department of the Air Force is seeking proposals from Historically Underutilized Business Zone firms to complete repairs valued between $1-5 million. Proposals are due by 14 November 2019 with work to be completed within 360 days of notice to proceed. The North American Industry Classification code for this project is 237110. Interested parties must register in the System for Award Management to be considered for award. The solicitation will be posted on 15 October 2019 at http://www.fbo.gov along with any amendments. Questions may be directed to the identified contracting personnel by phone or email. Funding is not guaranteed at this time and the solicitation may be cancelled before or after closing with no obligation to reimburse offerors for costs.
Attachment 1 - Repair Sanitary Sewer DWG Part 11.
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NNN
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
SHEET PP_12
DRAWN
CHECKED
DATE
SCALE
JOB NO.
REVISIONS BY
ELEV.
P-10.03
1" = 20’
07-16-10
LCR
TLT
16+00 17+00 18+00 19+00 20+00 21+00
PROP 311 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #45
STA 17+37.41 - 31.56L
TOP = 19.70’ +/-
INV W = 14.36’
INV S = 14.36’
INV E = 14.31’
PROP SMH #44
STA 20+24.68 - 35.89L
TOP = 18.20’ +/-
INV W = 13.17’
INV E = 12.71’
INV N = 12.66’
PROP 331 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.33%
SMH #974
STA 17+43.65 - 27.43L
TOP = 19.69’
INV S = 14.48’
INV E = 14.31’
INV W = 14.20’
SMH #953
STA 20+19.33 - 41.40L
TOP = 18.19’
INV SE = 12.13’
INV N = 11.97’
SMH #954
STA 20+24.62 - 30.41L
TOP = 18.20’
INV E = 12.28’
INV W = 12.17’
INV NW = 12.14’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 36 LF 14" DIA
JACK AND BORE
PROP 44 LF 14" DIA
JACK AND BORE
PROP 284 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
"G" STREET
S
S
S
S
S
PROP 36 LF 14" DIA
JACK AND BORE
PROP 44 LF 14" DIA
JACK AND BORE
S
S
PROP 284 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #44
TOP = 18.20’ +/-
INV W = 13.17’
INV E = 12.71’
INV N = 12.66’
SMH #974
TOP = 19.69’
INV S = 14.48’
INV E = 14.31’
INV W = 14.20’
SMH #980
TOP = 20.26’
INV W = 14.95’
INV. E = 14.93’
INV N = 14.89’
PROP SMH #46
TOP = 20.26’ +/-
INV W = 14.99’
INV E = 14.90’
INV N = 14.73’
PROP SMH #45
TOP = 19.70’ +/-
INV W = 14.36’
INV S = 14.36’
INV E = 14.31’
PROP 93 LF OF 8 " DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 35 LF 14" DIA
JACK AND BORE
ABANDON 35 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.5 CY FLOWABLE FILL.
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ABANDON 34 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.4 CY FLOWABLE FILL.
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_13
DATE
SCALE
07-16-10
LCR
TLT
22+00 23+00 24+00 25+00 26+00 27+00
PROP 331 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.33%
PROP SMH #43
STA 23+59.97 - 24.96L
TOP = 18.10’ +/-
INV N = 13.85’
INV W = 13.80’
PROP SMH #42
STA 24+38.17 - 23.34L
TOP = 18.60’ +/-
INV N = 13.65’ +/-
INV S = 13.50’ +/-
INV E = 13.34’
PROP 245 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #26
STA 26+86.90 - 22.91L
TOP = 18.70’ +/-
INV W = 12.36’
INV S = 10.87’
INV N = 10.82’
SMH #968
STA 23+60.03 - 30.35L
TOP = 18.07’
INV N = 13.81’
INV W = 13.77’
SMH #969
STA 24+38.25 - 30.34L
TOP = 18.60’
INV N = 13.62’
INV E = 13.5’
INV S = 13.47’
SMH #797
STA 27+09.04 - 28.97L
TOP = 18.70’
INV SW = 11.35’
INV W = 11.23’
INV NW = 11.2’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
"G" STREET
SMH #797
TOP = 18.70’
INV SW = 11.35’
INV W = 11.23’
INV NW = 11.2’
SMH #803
TOP = 18.23’
INV S = 11.42’
INV NE = 11.34’
SMH #796
TOP = 18.66’
IN SE = 11.37’
INV N = 11.35’
SMH #969
TOP = 18.60’
INV N = 13.62’
INV E = 13.5’
INV S = 13.47’
S
S
S
SS
S S S
PROP 40 LF 30" DIA
JACK AND BORE
"G" STREET
PROP 331 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.33%
TIE EXIST SAN SEWER LINE
TO NORTH TO PROP SMH #43
PROP SMH #42
TOP = 18.60’ +/-
INV N = 13.65’ +/-
INV S = 13.50’ +/-
INV E = 13.34’
PROP SMH #26
TOP = 18.70’ +/-
INV W = 12.36’
INV S = 10.87’
INV N = 10.82’
PROP 245 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
SMH #968
TOP = 18.07’
INV N = 13.81’
INV W = 13.77’
PROP SMH #43
TOP = 18.10’ +/-
INV N = 13.85’
INV W = 13.80’ TIE EXIST SAN SEWER LINE
TO PROP SMH #42
ABANDON 38 LF OF
EXIST 24" SEWER
LINE INPLACE. PLACE
4.4 CY FLOWABLE FILL.
CONCRETE SIDEWALK
PARKING AREA
CONCRETE SIDEWALKCONCRETE SIDEWALKCONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_14
0+00
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00
PROP 226 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 82 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 119 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
SMH #832
STA 1+19.15 - 55.86R
TOP = 19.36’
INV S = 11.7’
INV E = 11.05’
INV W = 10.97’
SMH #835
STA 3+47.55 - 51.95R
TOP = 18.14’
INV W = 12.0’
INV E = 11.95’
SMH #837
STA 4+28.55 - 48.51R
TOP = 17.72’
INV S = 12.44’
INV E = 12.41’
INV W = 12.33’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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 SMH #26
TOP = 18.70’ +/-
INV W = 12.36’
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
G
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
ASPHALT
PARKING AREA
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_15
DATE
SCALE
07-16-10
LCR
TLT
6+00 7+00 8+00 9+00
5+00 10+00
PROP 119 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 281 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
PROP 225 LF OF 15" DIA SDR
26 PVC SAN SEWER @ 0.15%
SMH #839
STA 5+50.73 - 38.53R
TOP = 18.77’
INV E = 12.43’
INV W = 12.38’
SMH #850
STA 8+44.94 - 25.76R
TOP = 16.73’
INV E = 13.32’
INV S = 13.29’
INV W = 13.27’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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
CONCRETE SIDEWALKCONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_16
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00
PROP SMH #39
STA 12+27.20 - 24.55R
TOP = 17.88’ +/-
INV E = 13.43’
INV S = 13.43’
INV W = 13.38’
PROP SMH #41
STA 14+15.04 - 23.24R
TOP = 17.61’ +/-
INV SE = 14.33’
INV W = 14.16’
SMH #865
STA 10+70.94 - 25.98R
TOP = 17.46’
INV W = 13.5’
INV E = 13.46’
SMH #870
STA 12+27.20 - 24.55R
TOP = 17.88’
INV S = 13.88’
INV E = 13.79’
INV W = 13.77’
SMH #881
STA 14+15.04 - 23.24R
TOP = 17.61’
INV SE = 14.33’
INV W = 14.19’
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%
PROP 150 LF OF 10" DIA SDR 18
C-900 PVC SAN SEWER @ 0.28% PROP 34 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.40%
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)
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
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
MATCHLINE SHEET PP_01
STA 5+50W
SHEET PP_17
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
CONCRETE
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_18
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 #60 (DROP)
STA 0+38.84 - 10.00R
TOP = 21.03’ +/-
INV S = 15.55’
INV E = 12.95’
INV N = 12.90’
PROP SMH #59
STA 3+90.93 - 10.00R
TOP = 21.08’ +/-
INV S = 14.32’
INV W = 14.27’
SMH #460
STA 0+44.29 - 15.40R
TOP = 21.03’
INV S = 15.84’
INV E = 15.61’
SMH #449
STA 3+90.93 - 10.00R
TOP = 21.08’
INV NE = 14.98’
INV W = 14.77’
INV S = 14.75’
PROP 329 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
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
SHEET PP_19
DATE
SCALE
07-16-10
LCR
TLT
9+00 8+00 7+00 6+00 5+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
10+00
PROP SMH #58
STA 5+51.96 - 10.00R
TOP = 21.66’ +/-
INV S = 14.99’
INV N = 14.95’
PROP SMH #2
STA 9+26.39 - 10.00R
TOP = 20.74’ +/-
INV W = 16.52’
INV N = 16.47’
PROP 370 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
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
CONCRETE
1-800-227-6477
SHEET PP_20
DATE
SCALE
07-16-10
LCR
TLT
7+00 6+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
8+00
SMH #478
STA 7+42.91 - 33.52L
TOP = 21.87’
INV NW = 14.55’
INV NW = 14.43’
INV SW = 13.91’
INV N = 13.8’
INV SW= 13.79’
PROP SMH #64
STA 7+42.91 - 33.52L
TOP = 21.87’ +/-
INV NW = 14.55’
INV NW = 14.43’
INV SW = 13.91’
INV SW = 13.79’
INV N = 13.62’
PROP SMH #65
STA 7+23.43 - 4.98L
TOP = 21.80’ +/-
INV S = 13.53’
INV NE = 13.48’
PROP 31 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
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 #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
SHEET PP_21
DATE
SCALE
07-16-10
LCR
TLT
4+00 3+00 2+00 1+00 0+00
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
5+00
SMH #442
STA 3+12.58 - 12.29L
TOP = 20.76’
INV S = 12.83’
INV SW = 12.71’
INV NE = 12.64’
PROP SMH #67
STA 0+50.04 - 5.00L
TOP = 19.12’ +/-
INV SW = 11.57’
INV N = 11.52’
SMH #434
STA 0+38.69 - 10.89L
TOP = 19.12’
INV SW = 11.58’
INV NE = 11.52’
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
SHEET PP_22
DATE
SCALE
07-16-10
LCR
TLT
5+00 4+00 3+00 2+00 1+00
PROP SMH #68
STA 0+68.89W - 18.98R
TOP = 19.53’ +/-
INV E = 12.06’
PROP SMH #69
STA 3+87.72W - 22.73R
TOP = 19.20’ +/-
INV W = 11.54’
INV S = 11.38’
INV E = 11.33’
PROP 129 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH # 70
STA 0+68.89 - 18.98R
TOP = 18.40’ +/-
INV W = 10.45’
INV E = 10.40’
PROP 315 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SMH #1017
STA 5+20.94W - 30.05R
TOP = 19.53
INV. = 12.33 +/-
SMH #424
STA 2+45.99W - 29.77R
TOP = 18.83’
INV W = 11.28’
INV E = 11.13’
SMH #423
STA 2+36.34W - 26.07R
TOP = 19.07’
INV W = 11.2’
INV E = 10.85’
INV SW = 10.79’
PROP 140 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
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)
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
SHEET PP_23
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
PROP 140 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #71 (DROP)
STA 0+75.16 - 19.03L
TOP = 20.00’ +/-
INV N = 15.96’
INV W = 10.01’
INV E = 9.96’
PROP 315 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.28%
PROP SMH #72
TOP = 20.65’ +/-
INV N = 12.66’
INV W = 9.08’
INV E = 9.03’
PROP 322 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.34%
SMH #413
STA 0+39.68 - 26.13L
TOP = 20.19’
INV W = 10.69’
INV E = 10.18’
SMH #411
STA 0+75.16 - 30.41L
TOP = 19.99’
INV N = 16.02’
INV W = 10.41’
INV E = 10.25’
SMH #402
STA 3+94.58 - 30.41L
TOP = 20.62’
INV N = 12.72’
INV E = 9.07’
INV W = 9.04’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 48 LF OF 16" DIA.
JACK AND BORE
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
SHEET PP_24
DATE
SCALE
07-16-10
LCR
TLT
7+00 8+00 9+00
11+0010+006+00
PROP SMH #73
STA 7+20.99 - 23.15L
TOP = 19.30’ +/-
INV E = 8.09’
INV W = 7.93’
INV S = 6.41’
INV N = 6.16’
PROP 310 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 2.05%
PROP SMH #75
STA 10+36.89 - 17.60L
TOP = 18.90’ +/-
INV NW = 14.65’
INV E = 14.54’
INV W = 14.44’
SMH #288
STA 7+13.97 - 29.58L
TOP = 19.60’
INV E = 8.39’
INV S = 7.74’
INV W = 7.68’
INV N = 7.49’
SMH #492
STA 10+27.03 - 30.04L
TOP = 19.56’
INV NW = 14.73’
INV E = 14.17’
INV W = 14.14’
PROP 322 LF OF 10" DIA SDR
26 PVC SAN SEWER @ 0.34%
PROP 310 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 2.05%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 50 LF OF 16" DIA.
JACK AND BORE
"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%
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
ASPHALT
PARKING AREA
CONCRETE SIDEWALK
BEFORE EXCAVATION
1-800-227-6477
SHEET PP_25
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00 16+00
PROP SMH #76
STA 13+02.47 - 19.02L
TOP = 19.20’ +/-
INV W = 15.59’
PROP SMH #77
STA 13+99.27 - 29.25L
TOP = 19.25’ +/-
INV E = 8.91’
INV N = 8.86’
PROP 380 LF OF 24" DIA
SDR 26 PVC SAN SEWER @ 0.12%
PROP 262 LF OF 8" DIA SDR
26 PVC SAN SEWER 0.40%
SMH #500
STA 13+02.50 - 29.93L
TOP = 19.95’
INV W = 15.59’
SMH #703
STA 13+90.12 - 22.18L
TOP = 19.21’
INV E = 8.44’
INV N = 8.39’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
"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
SHEET PP_26
DATE
SCALE
07-16-10
LCR
TLT
17+00 18+00 19+00 20+00 21+00 22+00
PROP SMH #78
STA 17+83.23 - 28.68L
TOP = 18.90’ +/-
INV E = 9.41’
INV W = 9.36’
PROP 236 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP SMH #79
STA 20+20.94 - 27.26L
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 SMH #81
STA 21+81.39 - 36.40L
TOP = 18.70’ +/-
INV E = 9.91’
INV W = 9.86’
SMH #709
STA 17+83.12 - 21.68L
TOP = 18.86’
INV E = 9.35’
INV W = 9.25’
SMH #714
STA 20+16.37 - 19.21L
TOP = 17.76’
INV E = 9.65’
INV S = 9.57’
INV W = 9.62’
PROP 380 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.12%
PROP 400 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.08%
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 44 LF 30" DIA
JACK AND BORE
PROP 36 LF 30" DIA
JACK AND BORE
"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
SHEET PP_27
DATE
SCALE
07-16-10
LCR
TLT
22+00 23+00 24+00 25+00 26+00 27+00
PROP 400 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.08%
PROP SMH #82
STA 25+85.80 - 31.12L
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 21 LF OF 10" DIA
SDR 26 PVC SAN SEWER
@ 0.28%
PROP SMH #84
STA 26+97.71 - 50.01L
TOP = 19.10’ +/-
INV N = 11.56’
INV SW = 11.51’
SMH #747
STA 26+14.57
19.19L
TOP = 19.27’
INV E = 9.95’
INV W = 10.08’
SMH #1068
STA 27+62.37 - 16.79L
TOP = 19.54’
INV NW = 12.49’
SMH #750
STA 27+07.04 - 27.39L
TOP = 18.90’
INV N = 11.68’
INV SW = 11.27’
INV SE = 11.19’
SMH #748
STA 26+97.37 - 19.92L
TOP = 19.01’
INV NE = 10.62’
INV W = 10.01’
INV SW = 9.94’
SMH #734
STA 22+10.88
30.35L
TOP = 18.41’
INV W = 10.09’
INV SE = 10.09’
SMH #736
STA 22+15.56 - 24.75L
TOP = 18.70’
INV E = 10.30’
INV NW = 10.35’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP SMH #83
STA 26+87.80 - 29.79L
TOP = 19.05’ +/-
INV NE = 11.45’
INV S = 10.41’
INV W = 10.36’
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
SHEET PP_28
DATE
SCALE
07-16-10
LCR
TLT
5+00 4+00 3+00 2+00 1+00
SMH #46
STA 1+39.20W - 20.61L
TOP = 18.06’
INV W = 9.13’
INV N = 9.06’
SMH #57
STA 3+90.32 - 19.75L
TOP = 17.88’
INV E = 10.24’
INV W = 10.21’
SMH #60
STA 5+70.68 - 21.15L
TOP = 19.18’
INV S = 12.03’
INV E = 11.98’
PROP 280 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #138
STA 2+86.76 - 27.23L
TOP = 17.85’ +/-
INV W = 10.74’
INV E = 10.64’
PROP 136 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #137
STA 1+46.38 - 27.67L
TOP = 18.05’ +/-
INV W = 9.15’
INV N = 9.05’
PROP SMH #139
TOP = 19.20’ +/-
INV S = 12.07
INV E = 11.86’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
K1
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
SHEET PP_29
CHECKED
DATE
SCALE
07-16-10
LCR
TLT
1+00 2+00 3+00 4+00 5+00
SMH #225
STA 3+11.79 - 29.97R
TOP = 17.37’
INV NW = 10.35’
SMH #239
TOP = 16.00’
INV S = 5.86’
INV E = 6.07’
INV N = 5.85’
PROP SMH #124
STA 3+06.79 - 34.87R
TOP = 17.40’ +/-
INV NW = 10.35’
PROP SMH #103
STA 4+44.47 - 36.30L
TOP = 16.00’ +/-
INV E = 5.34’
INV N = 5.32’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 154 LF OF 30" DIA SDR
26 PVC SAN SEWER @ 0.058%
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
SHEET PP_30
DATE
SCALE
07-16-10
LCR
TLT
7+00 8+00 9+00
6+00 11+0010+00
SMH #281
STA 7+25.60 - 24.79R
TOP = 16.46’
INV E = 6.97’
INV SW = 6.89’
INV N = 6.70’
SMH #273
STA 7+26.34 - 40.48L
TOP = 18.36’
INV S = 6.92’
INV W = 6.72’
SMH #296
STA 10+75.67 - 23.87R
TOP = 17.59’
INV S = 10.49’
INV W = 7.88’
INV E = 7.86’
SMH #289
STA 8+21.46 - 25.17R
TOP =
PROP SMH #101
STA 7+22.15 - 32.65R
TOP = 16.35’ +/-
INV E = 7.59
INV S = 5.85’
INV N = 5.56’
PROP 291 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP SMH #102
STA 7+22.03 - 31.60L
TOP = 17.88’ +/-
INV S = 5.52’
INV W = 5.50’
PROP 321 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
PROP SMH #98 (DROP)
STA 10+16.65 - 31.09R
TOP = 17.32’ +/-
INV S = 10.55’
INV E = 7.93’
INV W = 7.88’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 36 LF 42" DIA
JACK AND BORE
PROP 120 LF OF 30" DIA DR
21 C-900 PVC SAN SEWER
@ 0.058%
PROP 154 LF OF 30" DIA SDR
26 PVC PVC SAN SEWER
@ 0.058%
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
SHEET PP_31
DATE
SCALE
07-16-10
LCR
TLT
11+00 12+00 13+00 14+00 15+00 16+00
SMH #310
TOP = 18.51’
INV W = 8.10’
INV SE = 8.08’
SMH #333
STA 14+00.61 - 37.86R
TOP = 18.43’
INV SE = 8.99’
INV SW = 8.44’
INV N = 8.41’
PROP SMH #96
STA 14+01.17 - 45.17R
TOP = 18.45’ +/-
INV S = 8.42’
INV SE = 9.01’
INV NW = 8.37’
PROP 321 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.10%
PROP SMH #97
STA 13+41.46 - 31.70R
TOP = 18.25’ +/-
INV SE = 8.30’
INV W = 8.25’
PROP 248 LF OF 24" DIA
SDR 26 PVC SAN SEWER
@ 0.10%
SMH #349
STA 16+44.20 - 103.32R
TOP = 18.31’
INV NE = 8.97’
INV NW = 8.77’
PROP SMH #95
STA 116+44.13 - 110.46R
TOP = 18.31’ +/-
INV NE = 9.31’
INV NW = 9.26’
SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)
PROP 36 LF 30" DIA
JACK AND BORE
PROP 57 LF OF 24" DIA SDR
26 PVC SAN SEWER @ 0.12%
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
File details come from the government source that posted it. Updated .