4a-Runway -100% Drawings_Part 13.pdf
PDF 15 MB Posted
- Solicitation number
- RFP 171 260000002245 4
- Issued by
- Macomb County, Michigan
About this file
This document is a comprehensive 100% design submittal for the Runway Encroachment Mitigation Solution Project #2 at Selfridge Air National Guard Base in Michigan, prepared by Mead & Hunt, Inc. for the State of Michigan Department of Technology, State Facilities Administration. The project addresses runway encroachment through airfield improvements and involves the design and construction of multiple infrastructure systems, including storm sewer systems, water main relocations, drainage structures, and pavement sections. The storm sewer design encompasses numerous pipe segments ranging from 8 inches to 51 inches in diameter with various slopes and materials (Class III RCP, Class V RCP, and elliptical 29"x45" pipes), along with multiple drainage structures such as catch basins, inlet structures, and flushing risers. Water main improvements include installation of 8-inch and 6-inch diameter pipes with associated valves, fire hydrants, and connection points. The project includes detailed plans and profiles showing existing and proposed grades, with construction details for underdrain systems, filter materials, and pavement sections designed to accommodate aircraft loading of 100,000 pounds wheel load with 250 PSI tire pressure.
The design specifications require all cast-in-place concrete to achieve a minimum compressive strength of 4,500 PSI at 28 days, with precast concrete elements meeting 6,000 PSI. All storm sewer structures must have aircraft-rated solid lids and are designed for the specified aircraft loading. The project incorporates cured-in-place pipe liners per Specification 33 01 30.72 for certain segments, and all structures require permanent engravings indicating storm water wheel loading and year of manufacture. Drainage trenches include stabilized base courses, compacted sand materials, and aggregate base courses with specific depth requirements. The design documents reference compliance with standard specifications for construction, materials, and workmanship, ASTM standards for reinforced concrete pipe and precast sections, and OSHA requirements for safe access to structures. The project includes provisions for geotextile fabric separation layers, perforated underdrain pipes, filter materials, and backfill specifications to ensure proper drainage and structural stability in both paved and unpaved areas.
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STA: 183+03.52, 438.44 R
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48" INV E=566.22
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STA: 184+93.74, 438.31 R
RIM=579.01
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STA: 193+93.74, 437.85 R
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36" INV N=566.68
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18" INV W=566.70
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STA: 184+93.74, 438.31 R
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STA: 193+73.73, 275.02 R
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36" INV S=568.09
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MH-R14
STA: 202+93.74, 437.39 R
RIM=580.56
18" INV NW=568.45
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36" INV NE=568.43
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STA: 196+93.74, 437.70 R
RIM=579.83
36" INV N=567.73
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CB-R18
STA: 199+09.42, 275.05 R
RIM=573.59
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MH-R17
STA: 196+93.74, 437.70 R
RIM=579.83
36" INV N=567.73
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STA: 202+93.74, 437.39 R
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36" INV S=568.44
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MH-R16
STA: 199+93.74, 437.55 R
RIM=579.95
36" INV N=568.08
36" INV S=568.09
MH-R17
STA: 196+93.74, 437.70 R
RIM=579.83
36" INV N=567.73
36" INV S=567.75
18" INV NW=567.75
CB-R15
STA: 204+15.88, 275.05 R
RIM=573.73
UD 8" INV W=570.25
18" INV SE=568.66
CB-R18
STA: 199+09.42, 275.05 R
RIM=573.59
UD 8" INV W=569.90
18" INV SE=568.29
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8.
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26+64.49
MH-R14
STA: 202+93.74, 437.39 R
RIM=580.56
18" INV NW=568.45
36" INV S=568.44
36" INV NE=568.43
231 LF OF 36" CLASS V RCP @ 0.12%
CB-R13
STA: 204+26.51, 626.88 R
RIM=575.06
36" INV NE=568.75
36" INV SW=568.71
391 LF OF 36" CLASS V RCP @ 0.12%
CB-R12
STA: 206+79.58, 924.87 R
RIM=575.92
36" INV NW=569.75
36" INV SW=569.22
2+
3+
4+
5+
6+
7+
4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V 4800V
4800V
50 kVA
D
SD
0.
0.
575.0
5.
6.
6.
7.
7.
8.
8.
9.
9.
9.
0.
0.
0.
1.
574.5
4.
575.5
5.
6.
6.
7.
7.
8.
8.
9.
9.
9.
0.
1.
581.5
2+
3+
4+
5+
6+
7+
D
CB
CB
CB
SD
SD
SD
SD
SD
SD
SD
SD
MH-R14
STA: 202+93.74, 437.39 R
RIM=580.56
18" INV NW=568.45
36" INV S=568.44
36" INV NE=568.43
CB-R12
STA: 206+79.58, 924.87 R
RIM=575.92
36" INV NW=569.75
36" INV SW=569.22
CB-R13
STA: 204+26.51, 626.88 R
RIM=575.06
36" INV NE=568.75
36" INV SW=568.71
CB-R15
STA: 204+15.88, 275.05 R
RIM=573.73
UD 8" INV W=570.25
18" INV SE=568.66
UD
U D
U D
U D
U D
U D
U D
U D
UD UD
+0
21+00
22+00
23+00
24+00
25+00
26+00
26+52.29
0+00
1+00
2+00 2+33.16
0+00
1+00
C P
C P
C P
C P
C P
C P
C P
C P
B B
B E
E
R R
R R
R R
R
R
R
R
R
R
R
R
LO
C
C
LO
C
C
LO
C
C
LO
C
C
FO
C
-IL
S
FO
C
-IL
S
FO
C
-IL
S
FO
C
-IL
S
C
C
GS19 GS19 GS19 GS19
G S1
G
S1
G S1
G
S1
GS19
E
E
CP CP CP CP
FOFOFOFOFO
FO
FO
FO
FO
FO
FO
FO
G S1
GS19 GS19 GS19
C
P
CP CP CP CP CP
C P
C P
C P
C P
C P
C P
C P
GS19
FO
C
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S
FOC-ILS FOC-ILS FOC-ILS
FO
C-IL
S
DUCT-CE DUCT-CE
E
C
G S1
9C
GS19C GS19C GS19C DUCT-CE DUCT-CE
FOC-ILS
G S1
9C
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W
W W
W W
W W
W W
W W
W W
W
6.
576.0
577.0
577.0
578.0
578.0
579.0
580.0
581.0
576.5
576.5
577.5
577.5
578.5
579.5
580.5
SD
SD
SD
SD
SD
SD
577.0
7.
578.0579.0
579.0
0.
580.0
576.5 57 6.
5 57 7.
577.5578.5
9.
579.5
0.
580.5
203 LF OF 18" CLASS III RCP @ 0.10%
LF
O
F
" C
LA
SS
II
I R C
P
.1
2%
391 LF OF 36" C
LASS V RCP @
0.12%
231 LF OF 36" C
LASS III
RCP @
0.12%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
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SU
BM
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D B
Y:
C H
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D B
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D R
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SHEET ID
SHEET OF 467
MI ANGB
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D
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PR
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IN
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PA
B
D R
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M S
EW
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P
LA
N A
N D
P R
O
FI
LE
UP146
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
R U
N W
AY
1-
EX
IS
TI
N
G G
R
AD
E
P R
O
PO
SE
D
G R
AD
E
EXISTING
GRADE
PROPOSED
GRADE
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 2+33.16 AND STA 20+00 - STA 26+64.49A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
GRADING LIMITS
SEE SHEET UP147
FOR CONTINUATION
SEE SHEET UP145
FOR CONTINUATION
*IN PHASE 1A, INSTALL STRUCTURE WITH
SOLID LID AND RIM ELEVATION OF 580.00
IN PHASE 2B, MODIFY STRUCTURE TO BE
INLET WITH RIM ELEVATION OF 575.06
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
8.
6.
0+00
8.
5.
8.
6.
8.
7.
8.
7.
8.
8.
1+00
8.
8.
7.
8.
7.
8.
7.
8.
7.
8.
2+00
7.
8.
7.
8.
7.
7.
7.
7.
7.
7.
3+00
7.
7.
7.
6.
7.
6.
7.
7.
7.
7.
4+00
7.
7.
7.
8.
7.
8.
7.
8.
7.
8.
5+00
7.
8.
7.
8.
7.
8.
8.
8.
8.
8.
6+00
8.
8.
8.
8.
8.
9.
9.
9.
9.
9.
7+00
9.
9.
0.
9.
0.
0.
0.
0.
0.
0.
8+00
1.
0.
1.
1.
1.
1.
2.
1.
2.
1.
9+00
2.
2.
2.
2.
2.
2.
3.
3.
3.
3.
10+00
4.
3.
4.
4.
4.
4.
4.
3.
4.
3.
11+00
4.
3.
4.
2.
4.
2.
4.
1.
4.
1.
12+00
4.
1.
4.
1.
12+29.88
CB-R12
STA: 206+79.58, 924.87 R
RIM=575.92
36" INV NW=569.75
36" INV SW=569.22
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
300 LF OF 30" CLASS III RCP @ 0.15%
MH-R9
STA: 210+39.26, 139.90 R
RIM=582.08
30" INV W=571.25
36" INV E=571.12
24" INV N=571.25
283 LF OF 36" CLASS III RCP @ 0.16%
MH-R10
STA: 209+93.11, 418.67 R
RIM=578.86
36" INV E=570.50
36" INV W=570.67
278 LF OF 36" CLASS III RCP @ 0.12%
CB-R11
STA: 209+21.96, 687.44 R
RIM=576.53
36" INV W=570.17
36" INV SE=570.08
339 LF OF 36" CLASS III RCP @ 0.10%
6+
7+
8+
9+
0+
1+
575.0
575.0
580.0
574.0
574.0
576.0 577.0 578.0
579.0
581.0
581.0
581.0 582.0
582.0
582.0
580.0
0.
581.0
582.0
580.5
580.5
581.5
2.
2.
3.0
3.
4.0
4.0
1.
2.5
2.
3.5
3.
6+
7+
8+
9+
0+
1+
D
D
CB
CB
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-R9
STA: 210+39.26, 139.90 R
RIM=582.08
30" INV W=571.25
36" INV E=571.12
24" INV N=571.25
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
MH-R10
STA: 209+93.11, 418.67 R
RIM=578.86
36" INV E=570.50
36" INV W=570.67
CB-R11
STA: 209+21.96, 687.44 R
RIM=576.53
36" INV W=570.17
36" INV SE=570.08
CB-R12
STA: 206+79.58, 924.87 R
RIM=575.92
36" INV NW=569.75
36" INV SW=569.22
FR
FR
FR
U D
U D
U D
U D
U D
U D
U D
U D
UDUDUD
26+00
26+52.29
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+0010+0011+0012+0012+29.88
11+00
12+0012+19.08
0+00
1+00
C P
C P
C P
CP CP CP CP CP CP
C P
C P
C P
TWY B TWY B
B
B
ALS-2N
E E
EE
B
E
B
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R
R
R
R
R
R
R19 R19
SFL-N SFL-N SFL-N SFL-N
ALS-2N ALS-2N ALS-2N
PLZ
ALS-2NPLZ
ALS-2N ALS-2N
ALS-3N ALS-3N
SFL-NALS-2N
ICCPWR ICCPWRICC-COMM
SFL-N
ALS-2NPLZ SFL-N
AL
S-
2N
AL
S- 3N
IC
C
-C O
M M
IC
C
PW
R
PLZ
ALS
-3N
ALS
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IC
C-C
OMM
IC
C
-C O
M M
IC
CPWR
IC
CPWR ALS-2N
ALS-2N
CP CP CP
C P
C P
C P
CP
C P
E
CP CP
C P
C P
C P
CP
CP
LO
C
C
LO
C19
C
LO
C19
C
LO
C19
C
LO
C19
C
LO
C19
C
LO
C19
C
FO
C
-IL
S
C
G S1
GS19
GS19
GS19
GS19
GS19
GS19
GS19
CP
CP
CP
CP
CP
CP
CP
CP
C
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFO
C P
FO
C-IL
S
FO
C-IL
S
FO
C-IL
S
FO
C-IL
S
FO
C-IL
S
FO
C-IL
S
C
C
W
W
W
W W
W
W
W
W
W
W
W
W
W
W W
W W W W W W W W W W W
W W W W W
W
W
W
W
W
W
578.0
578.0
579.0
579.0
579.0
580.0
580.0
580.0
581.0
581.0
581.0
582.0
578.5
578.5
579.5
579.5
579.5
580.5
580.5
580.5
581.5 581.5
581.5
582.5
SD
SD
577.0
7.
578.0579.0
576.5 57 6.
5 57 7.
577.5578.5
SD
BH#33
4+
5+
5+
.4
EP: 5+74.46
278 LF OF 36" CLASS III RCP @ 0.12%
283 LF OF 36" CLASS III RCP @ 0.16%
339 LF OF 36" CLASS III RCP @
0.10%
300 LF OF 36" CLASS III RCP @ 0.15%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
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D B
Y:
D R
AW
N
B Y:
D
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B
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C O
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SHEET ID
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PA
B
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M S
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LA
N A
N D
P R
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FI
LE
UP147
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
R U
N W
AY
1-
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 12+29.88A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
GRADING
LIMITS
SEE SHEET UP148
FOR CONTINUATION
SEE SHEET UP146
FOR CONTINUATION
SEE SHEET UP153
FOR CONTINUATION
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
E
6.
9.
0+00
6.
9.
6.
9.
5.
9.
1.
9.
7.
9.
1+00
6.
9.
0.
9.
5.
0.
5.
0.
6.
9.
2+00
6.
9.
5.
9.
5.
9.
4.
9.
3.
9.
3+00
2.
9.
4.
9.
4.
9.
5.
9.
5.
9.
4+00
6.
9.
6.
9.
3.
0.
6.
0.
7.
9.
5+00
7.
9.
7.
9.
6.
9.
5.
9.
5.
9.
6+00
4.
9.
4.
9.
4.
9.
4.
9.
2.
9.
7+00
7.
9.
7.
9.
2.
0.
6.
9.
6.
9.
8+00
6.
9.
6.
9.
6.
8.
5.
8.
5.
8.
9+00
5.
8.
5.
8.
5.
8.
5.
8.
5.
8.
10+00
5.
9.
5.
9.
5.
9.
5.
9.
5.
0.
11+00
5.
0.
5.
0.
5.
0.
4.
1.
4.
1.
12+00
4.
1.
12+16.22
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
CB-R3
STA: 203+27.81, 1083.96 L
RIM=579.00
51" INV NE=574.47
51" INV W=574.50
299 LF OF 29"X45" CLASS III RCP @ -0.24%
CB-R4
STA: 205+39.51, 872.27 L
RIM=579.00
51" INV SW=573.75
51" INV NE=573.60
295 LF OF 29"X45" CLASS III RCP @ 0.20%
296 LF OF 29"X45" CLASS III RCP @ 0.20%
CB-R6
STA: 209+18.27, 420.97 L
RIM=578.02
51" INV SW=572.33
51" INV NE=572.18
288 LF OF 29"X45" CLASS III RCP @ 0.12%
0+
1+
2+
580.0 580.0
1.
2.
580.5
0.
1.
582.0
583.0
584.0
584.0
2.5
583.5
583.5
579.057 9.0579.0
579.0 579.0
579.0
580.0
580.0
581.0
582.0
579.5
579.5
580.5
581.5
582.5
0+
1+
2+
CBCB CB
CB
SDSDSDSD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
CB-R8
STA: 213+33.27, 292.86 L
RIM=578.00
18" INV SE=572.16
CB-R5
STA: 207+47.23, 662.62 L
RIM=579.01
ELLIPTICAL 29"X45" INV SW=573.00
ELLIPTICAL 29"X45" INV NE=572.93
24" INV W=573.00
CB-R3
STA: 203+27.81, 1083.96 L
RIM=579.00
ELLIPTICAL 29"X45" INV NE=574.47
ELLIPTICAL 29"X45" INV W=574.50
CB-R4
STA: 205+39.51, 872.27 L
RIM=579.00
ELLIPTICAL 29"X45" INV SW=573.75
ELLIPTICAL 29"X45" INV NE=573.60
CB-R6
STA: 209+18.27, 420.97 L
RIM=578.02
UD 8" INV SE=574.33
ELLIPTICAL 29"X45" INV SW=572.33
ELLIPTICAL 29"X45" INV NE=572.18
UD
FR
UD
UD
U D
U D
10+00
11+00
12+00
12+29.88
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8+00
9+00
10+00
11+00
12+0012+19.08
0+
1+
2+
3+
3+
.1
CP
CP
CP
TWY B
TWY B
E
E
B
B
PLZ
PLZ TWY B
TWY B
PLZ
ALS-2N
ALS-2N
ALS-3N
ALS-3N
ICCPWR
ICCPWR
ICC-COMM
ALS-2N
PLZ
SFL-NALS
-2NALS
-3N
IC
C-C
OMM
IC
CPWR
PLZ
PLZ
ALS-3N ALS-3N
ALS
-3N
ICC-COMM
IC
C-C
OMM
IC
C-C
OMM
ICCPWR ICCPWR
IC
CPWR
IC
CPWR
ALS-2N
ALS-2N
ALS-2N
CP
CP
CP
CP
CP
CP CP
CP
CP
CP
CP
CP
CP
CP
CP CP CP
CP
CP
DUCT-C
E
DUCT-C
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO CC
W W W W W W W W W W W W
W
W
W
W
W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
580.0
580.0
580.0
581.0
581.0
581.0
582.0
582.0
582.0
583.0
584.0
579.5
580.5
580.5
580.5
581.5
581.5
581.5
582.5
583.5
580.0
580.0
581.0
581.0
582.0
583.0
9.5
579.5
580.5
580.5
581.5
581.5
582.5
3.5
579.0
580.0
580.0
581.0
581.0
579.5
579.5
579.5
580.5
580.5
581.5
581.5
SD
SD
SD
SD
SD
SD
SD
2+00
3+003+17.38
EP
: 3
+1 7.
2+00
3+00
4+00
5+00
6+00 6+09.73
EP: 6
+09.73
299 LF OF 29"X45" CLASS III RCP @ -0.24%
295 LF OF 29"X45" CLASS III RCP @ 0.20%
296 LF OF 29"X45" CLASS III RCP @ 0.20%
LF
O
F
" C
LA
SS
II
I R
CP
.1 1%
288 LF OF 29"X45" CLASS III RCP @ 0.12%
300 LF OF 36" CLASS III RCP @
0.15%
252 LF OF 29"X45" CLASS III RCP @ 1.70%
388 LF OF 24" CLASS III RCP @
1.33%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
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M
AR
K
D
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C R
IP
TI
O N
D
AT
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SHEET ID
SHEET OF 467
MI ANGB
ST
AT
E O
F M
IC
H
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AN
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EP
AR
TM
EN
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O F
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G Y, ST
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FA
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M
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TR
AT
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N D
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IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
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IO
N
LA
N C
IN
G
, M
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H
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AN
M
AN
AG
EM
EN
T, A N
D B
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5, AN
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D
M
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D
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C
D
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IN
G W
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M
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N , W
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LF
R
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G E
AI
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N
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D B
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W
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C R
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AC
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TI
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PR
O
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C
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AI
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FI
EL
D
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PR
O
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M
EN
TS
TA
SK
M C
C A
M
IT
IG
AT
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U N
W
AY
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C R
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AC
H M
EN
T
Y
TY
PE
B -3
0% F
IN
AL
S U
BM
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TA
L
M
JR
D
LU
PA
B
D R
P
ST
O R
M S
EW
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P
LA
N A
N D
P R
O
FI
LE
UP148
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 12+16.22A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
PLAN
NORTH
TRUE N
SEE SHEET UP149
SEE SHEET UP147
FOR CONTINUATION
SEE SHEET UP154
FOR CONTINUATION
SEE SHEET UP154
FOR CONTINUATION
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
4.
1.
0+00
4.
1.
4.
1.
4.
1.
5.
0.
5.
0.
1+00
5.
0.
5.
0.
5.
9.
5.
9.
6.
9.
2+00
5.
9.
5.
9.
5.
8.
5.
8.
5.
8.
3+00
5.
8.
5.
8.
5.
8.
3+59.13
323 LF OF 18" CLASS III RCP @ 0.11%
CB-R8
STA: 213+33.27, 292.86 L
RIM=578.00
18" INV SE=572.16
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
0+
1+
2+
580.0 580.0
1.
2.
580.5
0.
1.
582.0
583.0
584.0
584.0
2.5
583.5
583.5
579.057 9.0579.0
579.0 579.0
579.0
580.0
580.0
581.0
582.0
579.5
579.5
580.5
581.5
582.5
0+
1+
2+
CBCB CB
CB
SDSDSDSD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-R7
STA: 210+39.29, 160.09 L
RIM=581.30
18" INV NW=571.80
51" INV SW=571.83
30" INV E=571.70
CB-R8
STA: 213+33.27, 292.86 L
RIM=578.00
18" INV SE=572.16
CB-R5
STA: 207+47.23, 662.62 L
RIM=579.01
ELLIPTICAL 29"X45" INV SW=573.00
ELLIPTICAL 29"X45" INV NE=572.93
24" INV W=573.00
CB-R3
STA: 203+27.81, 1083.96 L
RIM=579.00
ELLIPTICAL 29"X45" INV NE=574.47
ELLIPTICAL 29"X45" INV W=574.50
CB-R4
STA: 205+39.51, 872.27 L
RIM=579.00
ELLIPTICAL 29"X45" INV SW=573.75
ELLIPTICAL 29"X45" INV NE=573.60
CB-R6
STA: 209+18.27, 420.97 L
RIM=578.02
UD 8" INV SE=574.33
ELLIPTICAL 29"X45" INV SW=572.33
ELLIPTICAL 29"X45" INV NE=572.18
UD
FR
UD
UD
U D
U D
10+00
11+00
12+00
12+29.88
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8+00
9+00
10+00
11+00
12+0012+19.08
0+
1+
2+
3+
3+
.1
CP
CP
CP
TWY B
TWY B
E
E
B
B
PLZ
PLZ TWY B
TWY B
PLZ
ALS-2N
ALS-2N
ALS-3N
ALS-3N
ICCPWR
ICCPWR
ICC-COMM
ALS-2N
PLZ
SFL-NALS
-2NALS
-3N
IC
C-C
OMM
IC
CPWR
PLZ
PLZ
ALS-3N ALS-3N
ALS
-3N
ICC-COMM
IC
C-C
OMM
IC
C-C
OMM
ICCPWR ICCPWR
IC
CPWR
IC
CPWR
ALS-2N
ALS-2N
ALS-2N
CP
CP
CP
CP
CP
CP CP
CP
CP
CP
CP
CP
CP
CP
CP CP CP
CP
CP
DUCT-C
E
DUCT-C
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO CC
W W W W W W W W W W W W
W
W
W
W
W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
580.0
580.0
580.0
581.0
581.0
581.0
582.0
582.0
582.0
583.0
584.0
579.5
580.5
580.5
580.5
581.5
581.5
581.5
582.5
583.5
580.0
580.0
581.0
581.0
582.0
583.0
9.5
579.5
580.5
580.5
581.5
581.5
582.5
3.5
579.0
580.0
580.0
581.0
581.0
579.5
579.5
579.5
580.5
580.5
581.5
581.5
SD
SD
SD
SD
SD
SD
SD
2+00
3+003+17.38
EP
: 3
+1 7.
2+00
3+00
4+00
5+00
6+00 6+09.73
EP: 6
+09.73
299 LF OF 29"X45" CLASS III RCP @ -0.24%
295 LF OF 29"X45" CLASS III RCP @ 0.20%
296 LF OF 29"X45" CLASS III RCP @ 0.20%
LF
O
F
" C
LA
SS
II
I R
CP
.1 1%
288 LF OF 29"X45" CLASS III RCP @ 0.12%
300 LF OF 36" CLASS III RCP @
0.15%
252 LF OF 29"X45" CLASS III RCP @ 1.70%
388 LF OF 24" CLASS III RCP @
1.33%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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B
Y:
C O
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N O
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N N
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SHEET ID
SHEET OF 467
MI ANGB
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F M
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TM
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M
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N D
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N A
N D
C O
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TI
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N
LA
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M
AN
AG
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5, AN
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N , W
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G E
AI
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PR
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AI
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FI
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D
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PR
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M C
C A
M
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W
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C R
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H M
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TY
PE
B -3
0% F
IN
AL
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BM
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TA
L
M
JR
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PA
B
D R
P
ST
O R
M S
EW
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P
LA
N A
N D
P R
O
FI
LE
UP149
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 3+59.13A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
PLAN
NORTH
TRUE N
SEE SHEET UP154
FOR CONTINUATION
SEE SHEET UP154
FOR CONTINUATION
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
0+00
7.
7.
7.
7.
7.
1+00
7.
6.
7.
6.
6.
7.
6.
6.
6.
2+00
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
3+00
5.
6.
5.
5.
5.
6.
6.
6.
6.
6.
4+00
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
5+00
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6+00
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
7+00
5.
6.
6.
6.
7.
6.
7.
7.
7.
7.
8+00
8.
7.
8.
8.
8.
8.
9+00
8.
8.
8.
7.
7.
10+00
7.
7.
7.
7.
7.
11+00
7.
7.
7.
6.
7.
6.
6.
6.
6.
6.
12+00
6.
6.
6.
6.
5.
5.
6.
5.
6.
5.
13+00
CB-R37
STA: 180+47.81, 275.15 L
RIM=577.00
36" INV N=567.00
72" INV E=565.56
18" INV S=567.87
60" INV NW=566.32
329 LF OF 36" CLASS III RCP @ 0.11%
CB-R36
STA: 183+76.97, 275.20 L
RIM=575.92
36" INV N=567.65
36" INV S=567.35
380 LF OF 36" CLASS III RCP @ 0.09%
CB-R35
STA: 187+57.25, 275.02 L
RIM=576.52
30" INV N=568.07
36" INV S=568.00
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
CB-R35
STA: 187+57.25, 275.02 L
RIM=576.52
30" INV N=568.07
36" INV S=568.00
179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00
580.0
577.0
577.0
578.0
579.0
E E
E E
E E
E E
E E
E E
E
E E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
EEEEE
E E E E E E E E E
E E
E E
E E
E E E E E
E
EEEEE
E
E
E
E E
E
E E E E E E E E E
E
E
E
E
E
E E
E E
E
E E E
E
E E
EEEE
E
E
E E
E E
C O
M M
E
E
FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS FOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS
D
D
D
D
D
D
D
C B
FR
FR
UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
576.0
577.0
578.0
579.0
576.5
577.5
578.5
579.5
179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00
C B
C B C B
C
B SDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
CB-R36
STA: 183+76.97, 275.20 L
RIM=575.92
36" INV N=567.65
36" INV S=567.35
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
UD 8" INV=568.83
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
CB-R37
STA: 180+47.81, 275.15 L
RIM=577.00
36" INV N=567.00
72" INV E=565.56
18" INV S=567.87
60" INV NW=566.32
0+
1+
2+
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
CP CP CP CP
PA
PI
PAPI 1
CP
C P
C P
R
R
R
C P
C P
C P
Y W Y W Y W Y WY W Y W
RDR
RDR RDR RDRCP CP CP CP
C P
FOC-ILS
FO
C
-ILS
DUCT-CE DUCT-CE DUCT-CE DUCT-CE
DUCT-CE DUCT-CE DUCT-CE DUCT-CE
Y W
CB-R35
STA: 187+57.25, 275.02 L
RIM=576.52
30" INV N=568.07
36" INV S=568.00
U D
U D
U D
LF
O
F
" C
LA
SS
II
I R C
P
.1
2%
329 LF OF 36" CLASS III RCP @ 0.11% 380 LF OF 36" CLASS III RCP @ 0.09% 268 LF OF 24" CLASS III RCP @ 0.12%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
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D B
Y:
D R
AW
N
B Y:
D
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B
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C O
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N N
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SHEET ID
SHEET OF 467
MI ANGB
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C
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AI
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FI
EL
D
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PR
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M
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TS
TA
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M C
C A
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IT
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U N
W
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C R
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H M
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PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
M
JR
D
LU
PA
B
D R
P
ST
O R
M S
EW
ER
P
LA
N A
N D
P R
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FI
LE
UP150
KEY MAP
TA
XI
W
AY
K
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
RUNWAY 01-19
00 50 100
STORM SEWER PLANH1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 13+00A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TRUE N
PLAN
NORTH
GRADING
LIMITS
GRADING LIMITS
INSTALL CURED IN-PLACE PIPE LINER
PER SPECIFICATION 33 01 30.72
INSTALL CURED IN-PLACE PIPE LINER
PER SPECIFICATION 33 01 30.72
SEE SHEET UP151
FOR CONTINUATION
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
6.
6.
12+25
6.
6.
5.
5.
6.
5.
6.
5.
13+00
6.
5.
6.
5.
6.
5.
6.
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6.
5.
14+00
6.
5.
6.
5.
6.
5.
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6.
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15+00
6.
4.
6.
4.
5.
4.
6.
5.
6.
5.
16+00
6.
5.
6.
5.
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5.
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5.
6.
5.
17+00
6.
5.
6.
5.
6.
4.
6.
4.
6.
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18+00
6.
4.
6.
4.
6.
4.
6.
4.
6.
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19+00
6.
5.
6.
5.
5.
5.
6.
5.
7.
5.
20+00
7.
5.
8.
4.
8.
4.
8.
4.
8.
4.
21+00
8.
4.
8.
4.
8.
4.
8.
4.
8.
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22+00
9.
5.
9.
5.
9.
6.
0.
7.
2.
7.
23+00
3.
7.
3.
6.
3.
6.
4.
5.
2.
4.
24+00
5.
4.
24+16.92
CB-R33
STA: 195+52.23, 275.42 L
RIM=574.66
18" INV N=569.25
24" INV S=569.06
304 LF OF 18" CLASS III RCP @ -0.20%
CB-R32
STA: 198+56.70, 275.46 L
RIM=574.31
UD 8" INV E=571.50
18" INV N=570.00
18" INV S=569.86
347 LF OF 18" CLASS III RCP @ -0.20%
CB-R31
STA: 202+03.71, 276.38 L
RIM=574.00
UD 8" INV NE=572.50
18" INV S=570.69
18" INV NW=570.75
231 LF OF 18" CLASS III RCP @ 0.20%
CB-R30
STA: 204+02.48, 394.11 L
RIM=574.49
UD 8" INV NE=572.21
18" INV SE=571.21
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
UD 8" INV=568.83
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
268 LF OF 24" CLASS III RCP @ 0.12%
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00
575.0
576.0
577.0
578.0
579.0
580.0
575.5
576.5
577.5
578.5
579.5
580.5
E
E
E
E
E E
E E
E
E E E
E E
E E
E E E E E E E E E
E
E E E E E E E E
E
E E E E E E E E
FOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS
FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS
DD
D
D
D
D
FR
FRUD UD UD UD UD UD UD UD UD UD UD UD
UD
576.0
577.0
578.0
579.0
576.5
577.5
578.5
579.5
575.0
576.0
577.0
578.0
579.0
580.0
574.5
575.5
576.5
577.5
578.5
579.5
580.5
575.0
576.0
577.0
578.0
579.0
580.0
575.5
576.5
577.5
578.5
579.5
580.5
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00
C B
C B
C B
C B
C B
SD
SD
SD
SD SD SD SD SD SD SD SD SDSDSDSDSD
SD
SD
SD
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
UD 8" INV=568.83
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
CB-R30
STA: 204+02.48, 394.11 L
RIM=574.49
UD 8" INV NE=572.21
18" INV SE=571.21
CB-R31
STA: 202+03.71, 276.38 L
RIM=574.00
UD 8" INV NE=572.50
18" INV S=570.69
18" INV NW=570.75
U
DFR
U D
UDUDUDUDUDUDUDUDUD
UD
UD
UD
UD
UD
UD
UD
U D
U D
0+
1+
2+
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00
24+0024+16.92
CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP
CP
CP
CP
R RB
PA
PI
PAPI 1
CP
C P
C P
ALS-1N
E
ALS-1N
ALS-1N
ALS-1N
ALS-2N
ALS-2N
ALS-2N
ALS-2N
ALS-2N
E E
E E
THLD-N
THLD-N
CP
CP
ALS-1N
O G
O G
O G
O G
Y G
O G
O G
O G
O G
O G
O G
B
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
O G
R R R R R RY W Y W
RDR
RDR RDR RDRCP CP CP CP
R19 R19
FOC-ILS
FO
C
-ILS
PLZ
PLZ
PLZ
PLZ
PLZ
DUCT-CE
DUCT-CE
ALS-2N
ALS-2N
ALS-1N
ALS-1N
ALS-3N
ALS-3N
LOC19
LO
C
SFL-5kV
SFL-5kV
FOC-SFL
FO
C
-SFL
ALS-1N
ALS-2NALS-3N
LOC19
SFL-5kV
FOC-SFL ALS
-2N
ALS
-2N
ALS
-2N
ALS
-3N
ALS
-3N
ALS
-3N
SFL-5
kV
SFL-5
kV
SFL-5
kV
FOC-S
FL
FOC-S
FL
FOC-S
FL
TWY B TW
Y B
TW
Y B
CP
C P
CP CP CP CP
CP
CP
CP
CP
TWY B
TW
Y B
TWY B
TWY B
TWY B
TWY B
ALS-1N
ALS-2NALS-3N
SFL-5kV
FOC-SFL
TWY B
Y WY W R19R19R19R19R19R19R19R19R19
U D
U D
U D
CB-R33
STA: 195+52.23, 275.42 L
RIM=574.66
18" INV N=569.25
24" INV S=569.06
CB-R32
STA: 198+56.70, 275.46 L
RIM=574.31
UD 8" INV E=571.50
18" INV N=570.00
18" INV S=569.86
304 LF OF 18" CLASS III RCP @ -0.20%
347 LF OF 18" CLASS III RCP @ -0.20%
LF
O
F
" C
LA
SS
II
I R C
P
.1
2%
268 LF OF 24" CLASS III RCP @ 0.12%
231 LF OF 18" C
LASS III
RCP @ 0.20%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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D B
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D B
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D R
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UP151
KEY MAP
EXISTING
GRADE
EX
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TI
N
G G
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AD
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PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
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RUNWAY 01-19
00 50 100
STORM SEWER PLANH1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 12+50 - STA 24+16.92A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TRUE N
PLAN
NORTH
SEE SHEET UP150
FOR CONTINUATION
SEE SHEET UP152
FOR CONTINUATION
INSTALL CURED IN-PLACE PIPE LINER
PER SPECIFICATION 33 01 30.72
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
6.
6.
0+00
6.
6.
5.
5.
6.
6.
6.
6.
6.
6.
1+00
6.
6.
6.
6.
7.
6.
7.
6.
7.
6.
2+00
7.
5.
7.
5.
7.
5.
7.
5.
7.
5.
3+00
7.
5.
7.
5.
7.
5.
7.
5.
7.
4.
4+00
7.
4.
7.
4.
7.
4.
7.
4.
8.
4.
5+00
8.
4.
8.
3.
8.
4.
8.
4.
8.
4.
6+00
8.
4.
8.
4.
8.
4.
8.
4.
8.
5.
7+00
8.
5.
8.
5.
9.
4.
9.
4.
9.
4.
8+00
9.
4.
9.
4.
9.
4.
9.
4.
9.
4.
9+00
9.
4.
9.
4.
9.
4.
9.
4.
9.
5.
10+00
0.
5.
0.
5.
0.
5.
1.
4.
1.
4.
11+00
1.
4.
1.
4.
0.
4.
0.
4.
1.
4.
11+93.78
254 LF OF 24" CLASS III RCP @ 0.12%
MH-R38
STA: 193+29.30, 524.21 L
RIM=575.76
24" INV W=569.05
24" INV E=569.05
251 LF OF 24" CLASS III RCP @ 0.12%
CB-R41
STA: 193+63.90, 772.86 L
RIM=573.91
24" INV N=569.50
24" INV E=569.35
341 LF OF 24" CLASS III RCP @ 0.12%
CB-R40
STA: 197+04.17, 787.50 L
RIM=574.06
18" INV N=570.00
24" INV S=569.91
305 LF OF 18" CLASS III RCP @ 0.20%
CB-R39
STA: 200+09.09, 787.50 L
RIM=574.21
18" INV S=570.61
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
575.0
575.5
E
E
E
E E
E E
E
576.0 575.0 574.5
575.0
576.0 575.5
C B
D
C B
C B
C B
C
BC
B
C B
C B
SD
SD
SD
SDSDSDSDSDSDSDSDSD
SD SD SD SD SD SD SD SD SDSDSDSDSD
SD
SD
SD
SD
SD
SD
ELLIPTICAL 29"X45" INV NE=573.60
CB-R34
STA: 192+84.31, 274.69 L
RIM=575.90
UD 8" INV=568.83
24" INV N=568.75
24" INV W=568.75
30" INV S=568.49
MH-R38
STA: 193+29.30, 524.21 L
RIM=575.76
24" INV W=569.05
24" INV E=569.05
CB-R30
STA: 204+02.48, 394.11 L
RIM=574.49
UD 8" INV NE=572.21
18" INV SE=571.21
CB-R39
STA: 200+09.09, 787.50 L
RIM=574.21
18" INV S=570.61CB-R40
STA: 197+04.17, 787.50 L
RIM=574.06
18" INV N=570.00
24" INV S=569.91
CB-R31
STA: 202+03.71, 276.38 L
RIM=574.00
UD 8" INV NE=572.50
18" INV S=570.69
18" INV NW=570.75
CB-R41
STA: 193+63.90, 772.86 L
RIM=573.91
24" INV N=569.50
24" INV E=569.35
0+
1+
2+
3+
4+
5+
6+00 7+00 8+00 9+00 10+00 11+00 11+93.78
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00
24+0024+16.92
579.5
CB-R33
STA: 195+52.23, 275.42 L
RIM=574.66
18" INV N=569.25
24" INV S=569.06
CB-R32
STA: 198+56.70, 275.46 L
RIM=574.31
UD 8" INV E=571.50
18" INV N=570.00
18" INV S=569.86
305 LF OF 18" CLASS III RCP @ 0.20%
341 LF OF 24" CLASS III RCP @ 0.12%
304 LF OF 18" CLASS III RCP @ -0.20%
347 LF OF 18" CLASS III RCP @ -0.20%
LF
O
F
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LA
SS
II
I R C
P
.1
2%
LF
O
F
" C
LA
SS
II
I R C
P
.1
2%
268 LF OF 24" CLASS III RCP @ 0.12%
231 LF OF 18" C
LASS III
RCP @ 0.20%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
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BM
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D B
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C H
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D B
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UP152
KEY MAP
TA
XI
W
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K
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
00 50 100
STORM SEWER PLANG1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 11+77.65A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
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PLAN
NORTH
TRUE N
PLAN
NORTH
SEE SHEET UP151
FOR CONTINUATION
AutoCAD SHX Text N00°26'17"E
5.
0.
0+00
4.
9.
9.
2.
0.
5.
9.
6.
7.
6.
1+00
5.
5.
3.
5.
2.
4.
2.
3.
2.
2.
2+00
2.
2.
1.
2.
1.
2.
1.
2.
2.
2.
3+00
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
4+00
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
5+00
2.
2.
3.
2.
3.
2.
3.
2.
5+74.46
FES-3
STA: 214+82.03, 304.27 R
RIM=580.03
24" INV S=577.70 472 LF OF 24" CLASS III RCP @ 1.37%
MH-R9
STA: 210+39.26, 139.90 R
RIM=582.08
30" INV W=571.25
36" INV E=571.12
24" INV N=571.25
1+
2+
3+
4+
5+
6+
575.0
580.0
574.0
576.0 577.0 578.0
579.0
581.0
581.0
581.0 582.0
582.0
582.0
2.
2.
3.0
3.
4.0
4.0
2.5
2.
3.5
3.
9.
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579.0
579.0
579.0
9.
580.0
580.0
581.0
582.0
583.0
584.0
579.5
579.5
580.5
581.5
582.5
583.5
1+
2+
3+
4+
5+
6+
SD
SD
SD
SD
SD
1+00
2+00
3+00
3+59.13
PLZ
PLZ
PLZ
PLZ
ALS
-3N
AL
S-
3N
AL
S- 3N
AL
S-
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ALS-3N ALS-3N
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C-C
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IC
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IC
C
PW
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IC
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PW
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PLZ
ALS-2N
ALS-2N
ICCPWR
IC
C
PW
R
ICCPWR
ICCPWR
ICC-COMM
IC
C
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M M
ICC-COMM
ICC-COMM
PLZ
AL
S- 3N
C P
C P
C P
C P
C P
CPCP
C P
CP
CP CP
C P
CP
C
P C
P C
P C
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CP
CP
C
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CP CP CP
C P
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LOC19
LOC19
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LOC19C
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3.
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1.
2.
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SD
SD
SD
SD
SD
SD
SD
BH#07
BH#08
18"
FES-3
STA: 214+82.03, 304.27 R
RIM=580.03
24" INV S=577.70
0+
1+
2+
3+
4+
BP: 0+00.00
323 LF O
F 18" CLASS III RCP @
0.11%
LF
O
F
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LA
SS
II
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CP
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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D B
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N A
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P R
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FI
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UP153
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
R U
N W
AY
1-
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10
STORM SEWER PROFILE STA 0+00 - STA 12+29.88A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
GRADING
LIMITS
PROPOSED PERIMETER ROAD
RELOCATED ROSSO HW
Y
RELOCATED IRW
IN DRAIN
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
E
9.
0+00
8.
9.
2.
1.
6.
3.
7.
4.
5.
1+00
4.
3.
5.
2.
5.
2.
6.
1.
6.
1.
2+00
6.
0.
6.
9.
6.
9.
6.
9.
6.
9.
3+00
6.
9.
3+17.38
FES-1
STA: 202+39.96, 1320.48 L
RIM=581.81
51" INV E=578.79
252 LF OF ???" CLASS III RCP @ 1.70%
CB-R3
STA: 203+27.81, 1083.96 L
RIM=579.00
51" INV NE=574.47
51" INV W=574.50
5.
6.
0+00
6.
6.
6.
6.
9.
1.
6.
8.
6.
2.
1+00
6.
5.
6.
4.
6.
4.
6.
4.
6.
3.
2+00
6.
3.
6.
3.
6.
2.
6.
2.
6.
2.
3+00
6.
1.
6.
1.
5.
0.
5.
0.
5.
0.
4+00
5.
9.
4.
9.
4.
9.
4.
9.
5.
0.
5+00
2.
0.
5.
1.
7.
1.
5+50
FES-2
STA: 207+73.38, 1049.80 L
RIM=580.51
388 LF OF 24" CLASS III RCP @ 1.33%
CB-R5
STA: 207+47.23, 662.62 L
RIM=579.01
51" INV SW=573.00
51" INV NE=572.93
24" INV W=573.00
580.0 580.0
580.5
E
E
COMM
G
G
G
G
G
G
G
G
CBCB CB
CB
SDSDSDSD SD SD SD SD
SD
SD
SD
SD
SD
SD
CB-R5
STA: 207+47.23, 662.62 L
RIM=579.01
ELLIPTICAL 29"X45" INV SW=573.00
ELLIPTICAL 29"X45" INV NE=572.93
24" INV W=573.00
CB-R3
STA: 203+27.81, 1083.96 L
RIM=579.00
ELLIPTICAL 29"X45" INV NE=574.47
ELLIPTICAL 29"X45" INV W=574.50
CB-R4
STA: 205+39.51, 872.27 L
RIM=579.00
ELLIPTICAL 29"X45" INV SW=573.75
ELLIPTICAL 29"X45" INV NE=573.60
CB-R6
STA: 209+18.27, 420.97 L
RIM=578.02
UD 8" INV SE=574.33
ELLIPTICAL 29"X45" INV SW=572.33
ELLIPTICAL 29"X45" INV NE=572.18
U D
U D
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8+00
9+00
10+00
PLZ
ICCPWR
CP CP
DUCT-C
E
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FOFO
FO
FO
FO
FO
C
C
W
W
W
W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W
580.0
580.0
581.0
581.0
581.0
582.0
582.0
582.0
583.0
584.0
580.5
580.5
580.5
581.5
581.5
581.5
582.5
583.5 581.5
580.0
581.0
581.0
579.5
579.5
580.5
580.5
581.5
581.5
SD
SD
SD
SD
SD
SD
SD
SD
SD
FES-1
STA: 202+39.96, 1320.48 L
RIM=581.81
ELLIPTICAL 29"X45" INV E=578.79
FES-2
STA: 207+73.38, 1049.80 L
RIM=580.51
0+00
1+00
2+00
3+003+17.38
BP
: 0
+0 0.
EP
: 3
+1 7.
1+00
2+00
3+00
4+00
5+00
6+00 6+09.73
EP: 6
+09.73
299 LF OF 29"X45" CLASS III RCP @ -0.24%
295 LF OF 29"X45" CLASS III RCP @ 0.20%
296 LF OF 29"X45" CLASS III RCP @ 0.20%
252 LF OF 29"X45" CLASS III RCP @ 1.70%
388 LF OF 24" CLASS III RCP @
1.33%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
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D B
Y:
D R
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N
B Y:
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P
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P
LA
N A
N D
P R
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FI
LE
UP154
KEY MAP
EXISTING
GRADE
EX
IS
TI
N
G G
R
AD
E
PROPOSED
GRADE
P R
O
PO
SE
D
G R
AD
E
00 50 100
STORM SEWER PLANL1 SCALE: 1"=50'
00 5 10 A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
PLAN
NORTH
TRUE N
EX
IS
TI
N
G G
R
AD
E
P R
O
PO
SE
D
G R
AD
E
PROPOSED
GRADE
EXISTING
GRADE
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
7.
1+00
8.
9.
9.
0.
9.
1.
9.
2.
9.
2+00
2.
0.
3.
0.
3.
0.
4.
0.
4.
1.
3+00
4.
1.
4.
1.
5.
2.
5.
2.
6.
2.
4+00
6.
2.
7.
2.
7.
2.
7.
1.
7.
1.
5+00
7.
1.
7.
1.
7.
1.
7.
2.
7.
2.
6+00
7.
2.
7.
2.
7.
2.
7.
2.
7.
2.
7+00
7.
2.
7.
2.
7.
2.
7.
3.
6.
3.
8+00
6.
3.
6.
3.
6.
3.
5.
3.
5.
3.
9+00
4.
3.
4.
3.
4.
3.
3.
3.
3.
3.
10+00
3.
3.
1.
3.
8.
3.
4.
4.
5.
4.
11+00
6.
3.
6.
2.
6.
1.
5.
1.
1.
0.
12+00
7.
9.
6.
9.
2.
9.
5.
9.
5.
9.
13+00
5.
0.
5.
0.
5.
0.
5.
0.
4.
0.
14+00
3.
9.
2.
9.
2.
9.
4.
9.
4.
9.
15+00
EX
IS
TI
N
G G
R
AD
E
PR
O
PO
SE
D G
R
AD
E
123.83 LF OF 8" DIP
8IN VALVE
289.65 LF OF 8" DIP
302.43 LF OF 8" DIP
5.00 LF OF 8" DIP
634.42 LF OF 8" DIP
CONNECT TO EXISTING WATER MAIN
8" x6
" T
EE
EL
. 5
.7
267.41 LF OF 8" DIP
8" x6
" T
EE
EL
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EXISTING
CENTERLINE
PROFILEPROPOSED
CENTERLINE
PROFILE
580.0
585.0
585.0
577.0
577.0
578.0
579.0
581.0
582.0
583.0
584.0
584.0
6.
586.0
587.0
587.0
575.0
0.
580.0
580.0
585.0585.0
576.0
577.0
578.0
579.0
581.0
1.
581.0
582.0
582.0 583.0
583.0 584.0584.0
586.0 586.0
586.0 586.0
587.0 587.0
587.0587.0
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
C
C B
C B
G G
W W
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
BH
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D
D
SD
SD
SD
SD
SD
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8"x6" TEE
CONNECT TO
EXISTING 8"
WATER MAIN DEMO EXISTING WATER MAIN
8"x6" TEE
45 DEG BEND
DEMO EXISTING HYDRANT
AND WATER LINE
STA 195+71.47
L -1230.00
STA 196+95.41
L -1230.00
STA 202+87.38
L -1230.00
STA 202+92.38
L -1230.00
WWWWWWW
DEMO EXISTING WATER MAIN
123.83 LF OF 8" DIP 289.65 LF OF 8" DIP
3.00 LF OF 6" DIP
3.00 LF OF 6" DIP7.00 LF OF 6" DIP
302.43 LF OF 8" DIP
634.42 LF OF 8" DIP
FIRE HYDRANT
6IN VALVE
6IN VALVE
8IN VALVE
SD
SD
SD
5.00 LF OF 8" DIP
7.00 LF OF 6" DIP
FIRE HYDRANT
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
12+00
13+00
14+00
15+00
16+00
M
JR
C
AJ
PJ
W
D R
P W
AT
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M
AI
N P
LA
N
A N
D P
R O
FI
LE
UP201
KEY MAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
Y:
C H
EC
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D B
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D R
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B Y:
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WATER MAIN PLANG1 SCALE: 1"=50'
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WATER MAIN PROFILE STA 1+00 - STA 15+00A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
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PLAN
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GRADING LIMITS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N00°26'17"E
4.
9.
15+00
5.
9.
6.
9.
7.
9.
5.
9.
3.
9.
16+00
5.
9.
6.
9.
6.
9.
6.
9.
6.
9.
17+00
6.
9.
6.
9.
5.
9.
5.
9.
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8.
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4.
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3.
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3.
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3.
9.
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9.
3.
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3.
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6.
9.
9.
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4.
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21+00
6.
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6.
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6.
9.
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6.
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6.
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5.
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5.
8.
5.
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23+00
5.
9.
5.
9.
5.
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5.
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5.
0.
24+00
5.
0.
5.
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4.
1.
4.
1.
4.
1.
25+00
4.
1.
4.
2.
4.
2.
4.
3.
4.
3.
26+00
4.
3.
4.
4.
4.
4.
4.
4.
4.
3.
27+00
3.
3.
3.
3.
2.
2.
2.
2.
2.
2.
28+00
1.
1.
1.
1.
1.
1.
1.
1.
0.
0.
29+00
EX
IS
TI
N
G G
R
AD
E
PR
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PO
SE
D G
R
AD
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PROPOSED
CENTERLINE
PROFILE
450.19 LF OF 8" DIP 132.67 LF OF 8" DIP
156.56 LF OF 8" DIP
213.44 LF OF 8" DIP 100.00 LF OF 8" DIP
EXISTING
CENTERLINE
PROFILE
18" STORM PIPE
8" x8
" T
EE
EL
. 5
.2
AIR RELEASE VALVE
AND MANHOLE
8IN VALVE
8IN VALVE
3.00 LF OF 8" DIP 3.00 LF OF 8" DIP
24" STORM PIPE
24" STORM PIPE
580.0
580.0
580.0
580.0
0.0
0.
5.0
579.0
9.
1.
581.0
1.0
581.0
581.0
581.0
581.0
582.0
2.
2.0
2.
2.
582.0
2.
3.0
3.
3.
583.0
3.
4.0
4.
4.
0584.0
4.
6.0
6.0
7.0
587.0
C P
C P
C P
CP CP CP CP CP CP
C P
C P
C P
TWY B TWY B
B
B
ALS-2N ALS-2N ALS-2N
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B B
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R
R
R
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R
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PLZ
PLZ
PLZ C
P
C P
TW
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B
TW
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TW
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B
TW
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SFL-N SFL-N SFL-N SFL-N
ALS-2N ALS-2N ALS-2N
PLZ
ALS-2NPLZ
ALS-2N ALS-2N
ALS-3N ALS-3N
SFL-NALS-2N
ICC-E ICC-EICC-C ICC-C
SFL-N
ALS-2NPLZ
SFL-N
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ALS-2N
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C P
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CP CP CP
C P
C P
C P
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CP CP
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W W W W W W WW W W W W
45 DEG BEND
18" STORM PIPE CROSSING
8"x6" TEE
8"x 8" CONNECT TO WATER MAIN
FROM ROAD RELOCATION PROJECT
STA 207+43.10
L -779.28
STA 210+63.56
R 43.74
ELECTRICAL AND
COMM CROSSING
D
6+
7+
8+
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L -458.83
WATER MAIN
FROM ROAD RELOCATION PROJECT
AFTER CONNECTION DEMO THIS SECTION OF WATER MAIN
FROM ROAD RELOCATION PROJECT
0.1
9 L F O
F 8" D
IP
132.67 LF OF 8" DIP 100.00 LF OF 8" DIP156.56 LF OF 8" DIP 213.44 LF OF 8" DIP
8IN VALVE8IN VALVE
8IN VALVE
8IN VALVE
SD SD SD SD SD SD
SD
SD
+0
+0
+0
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22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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M
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00 50 100
WATER MAIN PLANG1 SCALE: 1"=50'
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HORIZONTAL SCALE:
TR
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PLAN
NORTH
TR
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PLAN
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AutoCAD SHX Text N00°26'17"E
577.0
580.0
580.0
580.0
580.0
580.0
580.0
0.0
580.0
580.0
585.0
6.0
576.0
577.0
7.0
577.0
577.0
8.
578.0
578.0
578.0
578.0
8.0
579.0
579.0
579.0
579.0
579.0
9.0
581.0
1.
581.0
581.0
581.0
582.0
583.0
584.0
586.0 587.0
575.0
5.
5.057
5.0
576.0
576.0 576.0
6.0
6.0
6.0
577.0
577.0
577.0
577.0
577.0
577.0
577.0
7.0
7.0
7.0
8.0
578.0
578.0
578.0
578.0
578.0 578.0
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9.0
579.0 579.0
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E
LOC01
LOC01
LOC19C
C
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CP
CP
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CPCPCPCP
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FO
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W 8"x 6"
TEE
22.5 DEG BEND
22.5 DEG BEND
45 DEG BEND
8"x6" TEE
STA 210+63.56
R 43.74
STA 210+63.71
R 444.92
STA 209+52.59
R 712.80
STA 209+50.38
R 718.12
STA 207+05.87
R 962.63
STA 202+62.42
R 962.63
D W W W W W W
W
W
W
W
W W
W W
8"x8" TEE CONNECT TO WATER MAIN
FROM ROAD RELOCATION PROJECT
WATER MAIN
FROM ROAD RELOCATION PROJECT
AFTER CONNECTION DEMO THIS SECTION OF WATER MAIN
FROM ROAD RELOCATION PROJECT
STA 208+79.40
R 789.10
0.0
0 L F O
F 8" D
IP
286.97 LF OF 8" DIP
5.76 LF OF 8" DIP
97.39 LF OF 8" DIP
440.45 LF OF 8" DIP
7.00 LF OF 6" DIP
3.00 LF OF 6" DIP
7.00 LF OF 6" DIP
1.0
5 L F O
F 8" D
IP
3.00 LF OF 6" DIP
3.00 LF OF 8" DIP
3.00 LF OF 8" DIP
242.40 LF OF 8" DIP
FIRE HYDRANT
8IN VALVE
6IN VALVE
8IN VALVE
FIRE HYDRANT
6IN VALVE
8IN VALVE
8IN VALVE
8IN VALVE
ELECTRICAL
CROSSINGS
SD
SD
SD
SD
SD
+0
+0
+0
+0
31+00
32+00
33+00
34+00 35+00 36+00 37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
0.
0.
29+00
0.
0.
0.
0.
0.
0.
9.
0.
9.
9.
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9.
9.
9.
0.
8.
0.
8.
0.
8.
0.
31+00
8.
0.
8.
0.
7.
0.
7.
0.
7.
0.
32+00
7.
0.
7.
0.
7.
0.
7.
0.
7.
0.
33+00
7.
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7.
9.
7.
9.
7.
9.
7.
9.
34+00
7.
9.
7.
9.
7.
9.
7.
9.
7.
9.
35+00
7.
9.
7.
9.
7.
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7.
9.
7.
9.
36+00
8.
9.
8.
9.
8.
9.
8.
9.
8.
9.
37+00
8.
9.
8.
9.
8.
8.
8.
7.
7.
7.
38+00
7.
7.
9.
7.
9.
8.
9.
7.
9.
8.
39+00
6.
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8.
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7.
6.
7.
7.
41+00
7.
7.
7.
7.
7.
42+00
6.
6.
6.
7.
7.
43+00
EX
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TI
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PR
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PROPOSED
CENTERLINE
PROFILE
286.97 LF OF 8" DIP
8IN VALVE
3.00 LF OF 8" DIP
5.76 LF OF 8" DIP
97.39 LF OF 8" DIP
440.45 LF OF 8" DIP
8IN VALVE
3.00 LF OF 8" DIP
301.05 LF OF 8" DIP
EXISTING
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8" x6
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242.40 LF OF 8" DIP
8" x8
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3.00 LF OF 8" DIP
3.00 LF OF 8" DIP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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M
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BM
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C H
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MATCH LI
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MATCH LINE - SEE SHEET UP202
00 50 100
WATER MAIN PLANG1 SCALE: 1"=50'
00 5 10
WATER MAIN PROFILE STA 29+00 - STA 43+00A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
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PLAN
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AutoCAD SHX Text N00°26'17"E
7.
43+00
8.
8.
8.
8.
8.
44+00
8.
8.
8.
8.
8.
45+00
8.
7.
7.
6.
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46+00
6.
6.
6.
6.
7.
47+00
6.
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7.
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48+00
6.
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49+00
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6.
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53+00
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EX
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540.40 LF OF 8" DIP
8IN VALVE
3.00 LF OF 8" DIP
434.20 LF OF 8" DIP
8IN VALVE
3.00 LF OF 8" DIP
8.99 LF OF 8" DIP
EXISTING
CENTERLINE
PROFILE
CONNECT TO EXISTING
8" x6
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8" x6
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163.39 LF OF 8" DIP
8" x8
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576.0576.0
576.0
577.0
577.0
577.0 577.0
577.0
577.0
578.0
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578.0 578.0
578.0
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578.0
578.0
578.0
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576.0576.0
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COMM
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C O
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W W W W W W W W W W W W W W W W W W W W W W
8"x6" TEE
DEMO EXISTING 8" WATER MAIN
CONNECT TO EXISTING 8" WATER MAIN
8"x6" TEE
STA 197+19.02
R 962.63
STA 191+09.44
R 962.63
STA 191+18.42
R 962.63
W W W W
DEMO EXISTING 8" WATER MAIN
8"x8" TEE
CONNECT TO EXISTING 8" WATER MAIN
STA 192+84.82
R 962.63
ELECTRIC CROSSING
540.40 LF OF 8" DIP 434.20 LF OF 8" DIP
8.99 LF OF 8" DIP
3.00 LF OF 6" DIP
7.00 LF OF 6" DIP
3.00 LF OF 6" DIP
7.00 LF OF 6" DIP
3.00 LF OF 8" DIP
3.00 LF OF 8" DIP
FIRE HYDRANT
8IN VALVE
6IN VALVE
FIRE HYDRANT
6IN VALVE
8IN VALVE
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
M
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UP204
KEY MAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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AutoCAD SHX Text N00°26'17"E
6" PERF. PIPE
POROUS BACKFILL NO.2
6" PERF. PIPE6" PERF. PIPE
POROUS BACKFILL NO.2
6" PERF. PIPE
CONC. 6" MIN.
CONC. 6" MIN.
6" PERF. PIPE
POROUS BACKFILL NO.2
6" PERF. PIPE
OR APPROVED EQUAL
NEENAH FOUNDRY R-6013
NEENAH FOUNDRY R-6013
OR APPROVED EQUAL
NEENAH FOUNDRY R-6013
OR APPROVED EQUAL
6" PERF. PIPE 6" PERF. PIPE
UD INV EL
6" MIN CONC
AROUND UD
SAW 6"x6" HOLE
IN TOP OF PIPE
RCCP
(DIAMETER VARIES)
PIPE INV EL
6"x6"x6" TEE
6" PERF. PIPE
UD INV EL
6" MIN CONC AROUND UD
SAW 6"x6" HOLE
IN TOP OF PIPE
RCCP
(DIAMETER VARIES)
PIPE INV EL
6" NON- PERF. PIPE
DISTANCE VARIESDISTANCE VARIES
6" PERF. PIPE
6" MIN CONC
AROUND UD
SAW 6"x6" HOLE
IN TOP OF PIPE
RCCP
(DIAMETER VARIES)
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6" PERF. PIPE
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6" PERF. PIPE6" PERF. PIPE
PIPE INV EL
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(DIAMETER VARIES)
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480.00'
6" NON-PERF. PIPE
6" NON-PERF. PIPE
480.00'
480.00'
CONC. 6" MIN.
PROPOSED PAVEMENT SECTION
PROPOSED PAVEMENT SECTION
PROPOSED PAVEMENT SECTION
PROPOSED
PAVEMENT SECTION
PROPOSED
PAVEMENT
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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FLUSHING RISER TYPE "1"L15 SCALE: NTS END FLUSHING RISERUNDERDRAIN CONNECTIONL10 SCALE: NTS TYPE A
UNDERDRAIN CONNECTIONL4 SCALE: NTS TYPE D
FLUSHING RISER TYPE "2"G16 SCALE: NTS ONE WAY FLUSHING RISER
UNDERDRAIN CONNECTIONF9 SCALE: NTS TYPE B
FLUSHING RISER TYPE "3"B16 SCALE: NTS TWO WAY FLUSHING RISER
UNDERDRAIN CONNECTIONB9 SCALE: NTS TYPE C
3 - #4 REBAR
EVENLY SPACED
3 - #4 REBAR
EVENLY SPACED
3 - #4 REBAR
EVENLY SPACED
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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