W912HN-20-B-3011_AMD2.pdf
PDF 7 MB Posted
- Solicitation number
- W912HN20B3011
About this file
This solicitation package includes one specification file and two drawings files for repairs to Outfall X and the contributing storm sewer network at Fort Gordon, Georgia. The work includes replacing portions of the storm sewer system, removing trees and pavement, and repairing Outfall X. The bid opening date is September 1, 2020, with the Department of the Army Corps of Engineers Engineering District Savannah as the contracting agency. Offerors should review all provided documents for requirements and project scope.
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S H
E E
T
R
E P
L A
C E
D
I N
A
C C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
T
F Y
P
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D
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A N
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C
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F L I C
T
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A B
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GI004
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
S A
V A
N N
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W
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G L E
T H
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S A
V A
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C A
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F I L E
N A
M E
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W H
N B
F O
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D O
N
G
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R G
I A
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P A
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S
T
O
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U T
F A
L
X
N
T R
I B
U T
I N
G
S
T O
M
W
T
W O
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F Y
P
N
D
E P
R E
A D
Y
F
V
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T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p a i r v i e w
P a r k
D r i v e
S u i t e
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
A1
UTILITY CONFLICT TABLE
SCALE: NTS
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
115+00
120+00
125+00
E
P I
PI: 121+07.89
PI: 122+94.88
PI: 123+50.25
PI: 117+28.18
P I
PI: 123+68.39
P I
P
P
P
PI: 40+06.15
P
PI: 42+73.56
P
P
PI: 41+71.05
155+00
160+00
BP: 150+00.00
E P
PI: 150+74.16
PI: 150+82.56
P I
P I
P I
P I
P I
P I
BP: 130+00.00
E P
PI: 138+11.62
P I: 1
.8
PI: 139+26.18
PI: 1
39+30.57
PI: 140+09.86
PI: 135+63.14
P I
PI: 135+06.15
144+63.46
BP: 60+00.00
PI: 62+12.74
P
B
P
P
P
B
B
P
E
P
P
I
BP: 1+00.00
EP: 2+00.00
PI: 1+15.55
BP: 1+00.00
BP: 1+00.00
E
P
PI: 1+17.91
PI: 1+77.52
BP: 1+00.00
E
P
PI: 1+28.42
PI: 1+38.42
PI: 1+99.64
BP: 1+00.00
PI: 2+37.61
E
BP: 1+00.00
E P
: 1
.0
PI: 1+06.78
2+13.29
2+00
BP: 1+00.00
E P
PI: 1+78.72
B P
.0
E P
.1
BP: 1+00.00
EP: 1+48.99
BP: 1+00.00
E
P
L
L
L
L
L
L
L
L
L33
L
L
L
L
L
L
L
L
L
L
L
L73
L74
L75
L76 L77L78
L
L
L
L
L
L
L
L
L
L
L
L
L
L94
L
L
L
L
L
L
L
L
L
L104
L105
L
L107
L108
L109
L110
L111
L112
L113
L
BP: 1+00.00
EP: 1+60.00
L
BP: 1
+00.00
PI: 1
+74.19
PI: 3
+18.77
L
L
L
B
E
L
B
P
E
P
1+00
1+60
B P
E P
BP: 10+00.00
PI: 10+15.42
PI: 11+79.75
E
L
L134
L
L
BP: 0+00.00
EP: 0+50.00
L
F Y
P
N G
I D
W G
R
H
O P
P E
R
E
V
A R
G A
S
D
D
O R
A N
D
N
E A
M T
U
C O
N T
R O
L
P
L A
N
I
H O
R I Z
O N
T A
L
A
I G
N M
E N
T
GI102
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLAN
NORTH
400'0 200'
BRAINARD AVE
R I C
E
R
D
LANE AVE
ALIGNMENT A
ALIGNMENT D
ALIGNMENT F
ALIGNMENT E
NOTES
ALIGNMENT B
ALIGNMENT C
ALIGNMENT C2
ALIGNMENT C1
ALIGNMENT C3
ALIGNMENT E
ALIGNMENT C4
ALIGNMENT D6
ALIGNMENT D5
ALIGNMENT D4
ALIGNMENT D3
ALIGNMENT D8
M A
T C
H
L
I N
E
G
I
MATCH LINE GI104
1. SEE SURVEY NOTES ON SHEET V-101.
B1
HORIZONTAL AND ALIGNMENT
SCALE: 1"=200'
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P m a g e s
L a s t s a v e d b y
V
A R
G A i m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
G e n e r a l
C
A D
D F
Y P
N
G
I d w g
GI104
GI103GI102
ALIGNMENT H
ALIGNMENT B1
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
105+00
110+00
B
P
P
I
P
I
P I
P I
P I
25+00
B
P
P
P
P
P
P
P
P
P
P I
P I
P I
P
P
.6
BP: 169+78.02
E P
P
I
P
P I:
.0
P
PI: 176+47.21
PI: 177+36.15
PI: 177+74.22
P
P
I
PI: 180+23.39
PI: 170+00.00
P I: 170+
91.98
B
E
B
E
B
P
E
BP: 1+00.00
EP: 1+59.65
P
I
L
L
L
L
L
L
L
L
L
L10L11
L
L
L
L
L
L
L
L
L
L69
L70L71
L72
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
.1
B
EP: 3+78.14
PI: 3+56.32
PI: 2+90.23
P
P
BP: 5+00.00
EP: 6+00.00
B P
: 7 +00.0
E
PI: 7+05.54
PI: 8+00.42
BP: 9+00.00
EP: 9+50.00
1+00 2+00
2+66.28
BP: 1+00.00
E P
P I
L
L
L
L
L
L
L141
L
L
L144 L145
L154
F Y
P
N G
I D
W G
R
H
O P
P E
R
E
V
A R
G A
S
D
D
O R
A N
D
N
E A
M T
U
C O
N T
R O
L
P
L A
N
I I
H O
R I Z
O N
T A
L
A
I G
N M
E N
T
GI103
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLAN
NORTH
B1
SCALE: 1"=200'
HORIZONTAL AND ALIGNMENT
400'0 200'
BRAINARD AVE
P
R
O
V
O
E
ALIGNMENT A
ALIGNMENTG
ALIGNMENT A
ALIGNMENT D
ALIGNMENT G
K
I
L
B
O
R
K I L B
O R
B
R
A
I
N
A
E
ALIGNMENT A7
ALIGNMENT A6
ALIGNMENT A8
M A
T C
H
L
I N
E
G
I
NOTES
1. SEE SURVEY NOTES ON SHEET V-101.
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
G e n e r a l
C
A D
D F
Y P
N
G
I d w g
GI104
GI103GI102
ALIGNMENT G5
ALIGNMENT G3
ALIGNMENT G4
ALIGNMENT G2
ALIGNMENT G1
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
E
PI: 4
8+84.12
P
P
P
P
P
P
P
P
E
P
P
P
P
P
EP: 89+94.23
P
P
P
P
B
E
B
P
E
P
P
I
BP: 1+00.00
EP: 2+00.00
BP: 1+00.00
EP: 2+00.00
BP: 1+00.00
EP: 2+00.00
P
E
E
P I:
.9
L
L
L
L
L
L
L
L
L
L
L
L35
L
L
L
L
L
L
L
L
L
L
L
L
L
L
E
P
P
P
B
E
B
E
L
L
L
L
L
L
B
E
L
ALIGNMENTS: A
NUMBER
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L27
L28
L32
L33
L29
L17
L30
L31
L18
L19
L20
L21
L22
L23
L24
L25
L26
START STAT
10+00.00
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+64.26
32+02.69
34+48.07
37+40.86
38+77.90
40+06.15
40+77.55
41+60.65
41+71.05
42+73.56
44+82.46
45+52.83
47+11.60
48+84.12
49+61.09
50+27.49
51+17.79
51+60.15
52+15.01
52+51.63
53+14.11
START NORTH
1243859.35
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243055.54
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
START EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665727.52
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
END STAT
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+64.26
32+02.69
34+48.07
37+40.86
38+77.90
40+06.15
40+77.55
41+60.65
41+71.05
42+73.56
44+82.46
45+52.83
47+11.60
48+84.12
49+61.09
50+27.49
51+17.79
51+60.15
52+15.01
52+51.63
53+14.11
54+07.12
END NORTH
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243055.54
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
1241443.47
END EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665727.52
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
LENGTH
205.66
102.20
221.56
263.93
238.04
35.39
106.63
148.86
116.86
249.05
202.96
173.11
138.43
245.39
292.78
137.05
128.25
71.39
83.11
10.40
102.51
208.90
70.37
158.76
172.52
76.97
66.41
90.29
42.36
54.86
36.63
62.48
93.01
BEARING
S60° 09' 09.60"W
S61° 35' 17.39"W
S61° 35' 17.39"W
S60° 48' 45.80"W
S54° 19' 14.15"W
S60° 40' 00.53"W
S58° 06' 08.96"W
S47° 21' 52.88"W
S42° 22' 48.32"W
S89° 55' 29.18"W
S89° 55' 37.80"W
S83° 52' 56.08"W
S59° 26' 53.49"W
S51° 32' 13.40"W
S52° 58' 47.15"W
S47° 11' 48.98"W
S00° 01' 13.66"E
S50° 38' 37.69"W
S49° 30' 49.83"W
S49° 30' 49.83"W
N45° 37' 48.52"W
S26° 48' 58.15"W
S23° 37' 53.26"W
S27° 54' 04.20"W
S01° 46' 19.27"E
S44° 54' 04.23"E
S57° 31' 17.24"E
S42° 36' 28.31"E
S39° 15' 38.06"E
S33° 25' 15.21"E
S33° 35' 40.67"E
S33° 55' 33.75"E
S35° 19' 09.53"E
ALIGNMENTS: A1
NUMBER
L34
START STAT
1+00.00
START NORTH
1242026.10
START EAST
664700.48
END STAT
2+50.00
END NORTH
1241914.15
END EAST
664700.48
LENGTH
150.00
BEARING
S41° 43' 33.99"W
F Y
P
N G
I D
W G
R
H
O P
P E
R
E
V
A R
G A
S
D
D
O R
A N
D
N
E A
M T
U
C O
N T
R O
L
P
L A
N
I I I
H O
R I Z
O N
T A
L
A
I G
N M
E N
T
GI104
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLAN
NORTH
BRAINARD AVE
A
E
R
I
C
A
S
ALIGNMENT A
ALIGNMENT C
ALIGNMENT B
ALIGNMENT A2
H
E
R
I
T
A
K
ALIGNMENT A1
ALIGNMENT A3
ALIGNMENT A4
ALIGNMENT C1
ALIGNMENT C4
MATCH LINE GI102
KEY PLAN
SCALE: 1"=1000'
B17
0 2000'1000'
GI104
PLAN
NORTH
B1
HORIZONTAL AND ALIGNMENT
SCALE: 1"=100'
100' 200'0
GI103GI102
NOTES
1. SEE SURVEY NOTES ON SHEET V-101.
ALIGNMENT A5
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
ALIGNMENTS: A2
NUMBER
L35
L36
START STAT
1+00.00
1+16.66
START NORTH
1241853.16
1241836.86
START EAST
664694.42
664690.96
END STAT
1+16.66
2+00.00
END NORTH
1241836.86
1241754.91
END EAST
664694.42
664690.96
LENGTH
16.66
83.35
BEARING
S12° 00' 40.21"W
S10° 28' 27.70"W
ALIGNMENTS: A3
NUMBER
L37
START STAT
1+00.00
START NORTH
1241734.41
START EAST
664785.50
END STAT
2+00.00
END NORTH
1241796.11
END EAST
664785.50
LENGTH
100.00
BEARING
N51° 54' 22.81"E
ALIGNMENTS: A4
NUMBER
L38
START STAT
1+00.00
START NORTH
1241615.55
START EAST
664926.13
END STAT
2+00.00
END NORTH
1241525.64
END EAST
664926.13
LENGTH
100.00
BEARING
S25° 57' 34.71"W
ALIGNMENTS: A5
NUMBER
L39
START STAT
1+00.00
START NORTH
1241554.64
START EAST
664928.44
END STAT
2+00.00
END NORTH
1241637.43
END EAST
664928.44
LENGTH
100.00
BEARING
N34° 07' 12.68"E
ALIGNMENTS: A6
NUMBER
L40
START STAT
0+00.00
START NORTH
1242577.25
START EAST
665936.12
END STAT
0+41.11
END NORTH
1242552.52
END EAST
665936.12
LENGTH
41.11
BEARING
S53° 01' 11.56"W
ALIGNMENTS: A7
NUMBER
L41
START STAT
0+00.00
START NORTH
1243275.14
START EAST
666531.02
END STAT
1+02.55
END NORTH
1243206.35
END EAST
666531.02
LENGTH
102.55
BEARING
S47° 51' 59.23"W
ALIGNMENTS: A8
NUMBER
L43
L42
START STAT
0+82.43
2+95.55
START NORTH
1243072.77
1242957.62
START EAST
666346.96
666167.63
END STAT
2+95.55
3+24.92
END NORTH
1242957.62
1242941.72
END EAST
666346.96
666167.63
LENGTH
213.12
29.37
BEARING
S57° 17' 35.09"W
S57° 14' 34.44"W
ALIGNMENTS: B
NUMBER
L45
L46
L47
L48
L50
L51
START STAT
60+00.00
62+12.74
63+75.15
66+09.64
68+20.17
68+87.20
START NORTH
1242434.88
1242241.45
1242113.49
1241924.74
1241757.30
1241705.59
START EAST
665081.90
665170.44
665270.46
665409.60
665523.31
665565.96
END STAT
62+12.74
63+75.15
66+09.64
67+27.81
68+87.20
68+98.26
END NORTH
1242241.45
1242113.49
1241924.74
1241829.82
1241705.59
1241697.00
END EAST
665081.90
665170.44
665270.46
665409.60
665523.31
665565.96
LENGTH
212.74
162.41
234.49
118.18
67.03
11.06
BEARING
S24° 35' 46.77"E
S38° 00' 42.91"E
S36° 23' 48.73"E
S36° 33' 37.54"E
S39° 31' 20.83"E
S38° 59' 16.75"E
ALIGNMENTS: C
NUMBER
L52
L53
L54
L55
L57
L58
L59
L56
START STAT
80+00.00
80+67.00
81+12.82
82+26.31
83+97.92
86+72.42
88+27.36
89+89.42
START NORTH
1242328.90
1242287.81
1242256.73
1242166.30
1242027.75
1241800.80
1241683.74
1241555.31
START EAST
664955.58
665008.51
665042.17
665110.73
665211.99
665366.42
665467.93
665566.75
END STAT
80+67.00
81+12.82
82+26.31
83+97.92
86+72.42
88+27.36
89+89.42
89+94.23
END NORTH
1242287.81
1242256.73
1242166.30
1242027.75
1241800.80
1241683.74
1241555.31
1241551.48
END EAST
664955.58
665008.51
665042.17
665110.73
665211.99
665366.42
665467.93
665566.75
LENGTH
67.00
45.82
113.48
171.61
274.50
154.94
162.05
4.82
BEARING
S52° 10' 49.92"E
S47° 16' 55.91"E
S37° 10' 09.59"E
S36° 09' 30.96"E
S34° 14' 08.06"E
S40° 55' 41.46"E
S37° 34' 42.48"E
S37° 17' 05.21"E
ALIGNMENTS: C1
NUMBER
L61
L60
START STAT
92+00.00
94+90.72
START NORTH
1242317.55
1242054.58
START EAST
664709.37
664585.41
END STAT
94+90.72
95+50.00
END NORTH
1242054.58
1242028.56
END EAST
664709.37
664585.41
LENGTH
290.72
59.28
BEARING
S25° 14' 21.59"W
S63° 57' 58.35"W
ALIGNMENTS: C2
NUMBER
L63
L62
START STAT
88+00.00
89+12.63
START NORTH
1242327.79
1242300.10
START EAST
664861.50
664752.33
END STAT
89+12.63
91+00.00
END NORTH
1242300.10
1242336.72
END EAST
664861.50
664752.33
LENGTH
112.63
187.38
BEARING
S75° 45' 53.23"W
N78° 43' 49.95"W
ALIGNMENTS: C3
NUMBER
L64
START STAT
1+15.55
START NORTH
1242160.07
START EAST
665104.60
END STAT
2+00.00
END NORTH
1242110.04
END EAST
665104.60
LENGTH
84.45
BEARING
S53° 40' 20.66"W
ALIGNMENTS: C4
NUMBER
L66
START STAT
2+19.90
START NORTH
1242027.41
START EAST
665085.89
END STAT
2+61.56
END NORTH
1241994.72
END EAST
665085.89
LENGTH
41.66
BEARING
S38° 18' 11.11"E
ALIGNMENTS: D
NUMBER
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
START STAT
100+00.00
103+07.34
104+85.24
108+30.61
109+74.02
110+32.16
114+08.15
118+00.43
121+07.89
122+94.88
123+50.25
123+68.39
126+88.03
START NORTH
1243340.87
1243385.03
1243409.72
1243425.12
1243425.51
1243425.63
1243432.31
1243441.07
1243448.12
1243450.86
1243451.98
1243452.11
1243452.27
START EAST
666668.94
666364.79
666188.61
665843.59
665700.18
665642.04
665266.11
664873.93
664566.54
664379.58
664324.22
664306.08
663986.44
END STAT
103+07.34
104+85.24
108+30.61
109+74.02
110+32.16
114+08.15
117+28.18
121+07.89
122+94.88
123+50.25
123+68.39
126+88.03
127+76.19
END NORTH
1243385.03
1243409.72
1243425.12
1243425.51
1243425.63
1243432.31
1243439.52
1243448.12
1243450.86
1243451.98
1243452.11
1243452.27
1243529.65
END EAST
666668.94
666364.79
666188.61
665843.59
665700.18
665642.04
665266.11
664873.93
664566.54
664379.58
664324.22
664306.08
663986.44
LENGTH
307.34
177.90
345.37
143.41
58.14
375.99
320.03
307.46
186.99
55.37
18.14
319.64
88.16
BEARING
N81° 44' 23.16"W
N82° 01' 17.04"W
N87° 26' 43.22"W
N89° 50' 38.51"W
N89° 52' 35.88"W
N88° 58' 57.49"W
N88° 42' 32.41"W
N88° 41' 10.64"W
N89° 09' 32.98"W
N88° 50' 24.18"W
N89° 35' 31.86"W
N89° 58' 14.99"W
N28° 38' 08.35"W
ALIGNMENTS: D1
NUMBER
L80
L81
START STAT
1+00.00
1+15.50
START NORTH
1243394.37
1243409.72
START EAST
666186.46
666188.61
END STAT
1+15.50
1+59.65
END NORTH
1243409.72
1243452.70
END EAST
666186.46
666188.61
LENGTH
15.50
44.15
BEARING
N07° 58' 42.96"E
N13° 12' 36.73"W
ALIGNMENTS: D2
NUMBER
L82
L83
START STAT
1+17.91
1+77.52
START NORTH
1243431.50
1243371.91
START EAST
665311.60
665309.90
END STAT
1+77.52
3+34.75
END NORTH
1243371.91
1243216.74
END EAST
665311.60
665309.90
LENGTH
59.62
157.23
BEARING
S01° 38' 15.81"W
S09° 18' 09.28"W
ALIGNMENTS: D3
NUMBER
L84
L85
L86
L87
START STAT
1+00.00
1+28.42
1+38.42
1+99.64
START NORTH
1243404.43
1243432.83
1243442.83
1243504.04
START EAST
664946.93
664946.05
664946.27
664945.18
END STAT
1+28.42
1+38.42
1+99.64
2+50.00
END NORTH
1243432.83
1243442.83
1243504.04
1243491.45
END EAST
664946.93
664946.05
664946.27
664945.18
LENGTH
28.42
10.00
61.22
50.36
BEARING
N01° 46' 13.39"W
N01° 14' 34.15"E
N01° 01' 01.21"W
S75° 31' 19.31"E
ALIGNMENTS: D4
NUMBER
L88
L89
START STAT
1+00.00
2+37.61
START NORTH
1243467.16
1243329.67
START EAST
664568.43
664562.62
END STAT
2+37.61
3+00.00
END NORTH
1243329.67
1243271.16
END EAST
664568.43
664562.62
LENGTH
137.61
62.39
BEARING
S02° 25' 04.09"W
S20° 18' 02.08"E
ALIGNMENTS: D5
NUMBER
L90
L91
START STAT
1+00.00
1+06.78
START NORTH
1243457.64
1243450.86
START EAST
664379.59
664379.58
END STAT
1+06.78
1+45.00
END NORTH
1243450.86
1243412.74
END EAST
664379.59
664379.58
LENGTH
6.78
38.21
BEARING
S00° 08' 07.70"W
S03° 59' 47.00"W
ALIGNMENTS: B1
NUMBER
L156
START STAT
0+00.00
START NORTH
1241930.23
START EAST
665417.36
END STAT
0+36.19
END NORTH
1241909.32
END EAST
665417.36
LENGTH
36.19
BEARING
S54° 43' 04.26"W
ALIGNMENTS: B2
NUMBER
L155
START STAT
0+00.00
START NORTH
1242251.23
START EAST
665182.54
END STAT
0+50.00
END NORTH
1242219.79
END EAST
665182.54
LENGTH
50.00
BEARING
S51° 02' 26.54"W
F Y
P
N G
I D
W G
R
H
O P
P E
R
E
V
A R
G A
S
D
D
O R
A N
D
N
E A
M T
U
D A
B
L E
S
I
H O
R I Z
O N
T A
L
A
I G
N M
E N
T
GI105
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
G e n e r a l
C
A D
D F
Y P
N
G
I d w g
A1
ALIGNMENT DATA TABLES
SCALE: NTS
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
ALIGNMENTS: D6
NUMBER
L93
L92
L94
START STAT
1+00.00
1+00.00
1+78.72
START NORTH
1243466.69
1243466.69
1243389.22
START EAST
664321.57
664321.57
664335.53
END STAT
1+78.72
1+78.72
2+13.29
END NORTH
1243389.22
1243389.22
1243390.78
END EAST
664321.57
664321.57
664335.53
LENGTH
78.72
78.72
34.58
BEARING
S10° 13' 13.76"E
S10° 13' 13.76"E
N87° 24' 33.74"W
ALIGNMENTS: D8
NUMBER
L96
START STAT
1+00.00
START NORTH
1243441.98
START EAST
664937.62
END STAT
1+48.99
END NORTH
1243430.75
END EAST
664937.62
LENGTH
48.99
BEARING
S76° 44' 37.89"E
ALIGNMENTS: D7
NUMBER
L95
START STAT
0+00.00
START NORTH
1243014.39
START EAST
664366.20
END STAT
1+18.16
END NORTH
1242896.46
END EAST
664366.20
LENGTH
118.16
BEARING
S03° 33' 14.26"E
ALIGNMENTS: E
NUMBER
L98
L97
L99
L100
L101
L102
L103
L104
L105
START STAT
130+00.00
130+00.00
135+06.15
135+63.14
138+11.62
138+55.80
139+30.57
140+09.86
142+56.95
START NORTH
1243447.57
1243447.57
1242941.51
1242884.52
1242636.08
1242592.18
1242537.15
1242457.87
1242469.21
START EAST
664874.05
664874.05
664864.48
664863.99
664859.51
664854.57
664805.86
664804.54
664557.71
END STAT
135+06.15
135+06.15
135+63.14
138+11.62
138+55.80
139+26.18
140+09.86
142+56.95
144+63.46
END NORTH
1242941.51
1242941.51
1242884.52
1242636.08
1242592.18
1242541.53
1242457.87
1242469.21
1242471.78
END EAST
664874.05
664874.05
664864.48
664863.99
664859.51
664854.57
664805.86
664804.54
664557.71
LENGTH
506.15
506.15
56.99
248.48
44.18
70.39
79.29
247.09
206.51
BEARING
S01° 05' 00.58"W
S01° 05' 00.58"W
S00° 29' 33.04"W
S01° 01' 56.44"W
S06° 25' 23.42"W
S43° 58' 52.04"W
S00° 57' 26.25"W
N87° 22' 07.82"W
N89° 17' 19.94"W
ALIGNMENTS: F
NUMBER
L106
L107
L108
L109
L110
L111
L112
L113
L114
START STAT
150+00.00
150+74.16
150+82.56
151+74.03
154+03.12
154+43.77
155+76.28
156+16.72
161+25.23
START NORTH
1243428.26
1243502.42
1243501.97
1243500.65
1243505.03
1243505.32
1243507.08
1243507.60
1243517.54
START EAST
664873.73
664874.76
664866.37
664774.91
664545.86
664505.22
664372.72
664332.28
663823.86
END STAT
150+74.16
150+82.56
151+74.03
154+03.12
154+43.77
155+76.28
156+16.72
161+25.23
162+00.00
END NORTH
1243502.42
1243501.97
1243500.65
1243505.03
1243505.32
1243507.08
1243507.60
1243517.54
1243522.47
END EAST
664873.73
664874.76
664866.37
664774.91
664545.86
664505.22
664372.72
664332.28
663823.86
LENGTH
74.16
8.40
91.47
229.09
40.64
132.51
40.45
508.51
74.77
BEARING
N00° 47' 26.62"E
S86° 56' 49.22"W
S89° 10' 16.75"W
N88° 54' 15.29"W
N89° 35' 23.12"W
N89° 14' 12.52"W
N89° 16' 03.31"W
N88° 52' 48.63"W
N86° 12' 56.42"W
ALIGNMENTS: F1
NUMBER
L115
START STAT
1+00.00
START NORTH
1243489.54
START EAST
664874.58
END STAT
1+60.00
END NORTH
1243549.54
END EAST
664874.58
LENGTH
60.00
BEARING
N00° 47' 32.13"E
ALIGNMENTS: F2
NUMBER
L116
L117
L118
START STAT
1+00.00
1+74.19
3+18.77
START NORTH
1243490.78
1243564.92
1243709.39
START EAST
664767.09
664764.65
664758.97
END STAT
1+74.19
3+18.77
4+15.00
END NORTH
1243564.92
1243709.39
1243795.16
END EAST
664767.09
664764.65
664758.97
LENGTH
74.19
144.58
96.23
BEARING
N01° 53' 09.18"W
N02° 15' 00.57"W
N26° 58' 16.75"W
ALIGNMENTS: F3
NUMBER
L119
START STAT
1+00.00
START NORTH
1243555.59
START EAST
664776.59
END STAT
1+80.01
END NORTH
1243604.21
END EAST
664776.59
LENGTH
80.01
BEARING
N52° 34' 50.03"W
ALIGNMENTS: G
NUMBER
L120
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
START STAT
169+78.02
170+00.00
170+91.98
172+46.87
173+23.15
173+95.56
174+46.05
175+55.98
176+47.21
177+36.15
177+74.22
179+73.03
180+23.39
START NORTH
1243423.35
1243401.41
1243309.59
1243167.37
1243092.98
1243032.36
1242982.26
1242878.72
1242793.37
1242706.41
1242678.03
1242620.22
1242662.68
START EAST
666783.81
666782.50
666777.00
666838.34
666855.24
666894.85
666901.00
666864.04
666831.84
666850.52
666875.89
667066.11
667093.19
END STAT
170+00.00
170+91.98
172+46.87
173+23.15
173+95.56
174+46.05
175+55.98
176+47.21
177+36.15
177+74.22
179+73.03
180+23.39
180+71.61
END NORTH
1243401.41
1243309.59
1243167.37
1243092.98
1243032.36
1242982.26
1242878.72
1242793.37
1242706.41
1242678.03
1242620.22
1242662.68
1242657.95
END EAST
666783.81
666782.50
666777.00
666838.34
666855.24
666894.85
666901.00
666864.04
666831.84
666850.52
666875.89
667066.11
667093.19
LENGTH
21.98
91.98
154.89
76.28
72.41
50.48
109.93
91.23
88.94
38.07
198.81
50.37
48.22
BEARING
S03° 25' 37.06"W
S03° 25' 37.06"W
S23° 19' 45.88"E
S12° 47' 53.66"E
S33° 09' 41.64"E
S06° 59' 48.06"E
S19° 38' 38.36"W
S20° 40' 13.19"W
S12° 07' 28.68"E
S41° 47' 54.99"E
S73° 05' 40.48"E
N32° 31' 44.29"E
S84° 22' 08.65"W
ALIGNMENTS: E2
NUMBER
L133
START STAT
1+00.00
START NORTH
1242889.55
START EAST
664841.69
END STAT
2+00.00
END NORTH
1242867.55
END EAST
664841.69
LENGTH
100.00
BEARING
S77° 17' 32.05"E
ALIGNMENTS: E3
NUMBER
L134
START STAT
1+00.00
START NORTH
1242633.16
START EAST
664877.20
END STAT
1+60.00
END NORTH
1242630.99
END EAST
664877.20
LENGTH
60.00
BEARING
S87° 55' 30.14"W
ALIGNMENTS: G1
NUMBER
L138
L139
L137
L136
L135
START STAT
1+00.00
1+18.16
1+99.33
2+90.23
3+56.32
START NORTH
1243322.34
1243309.59
1243257.67
1243189.18
1243150.82
START EAST
666764.07
666777.00
666839.40
666899.16
666952.98
END STAT
1+18.16
1+99.33
2+90.23
3+56.32
3+78.14
END NORTH
1243309.59
1243257.67
1243189.18
1243150.82
1243149.22
END EAST
666764.07
666777.00
666839.40
666899.16
666952.98
LENGTH
18.16
81.17
90.90
66.09
21.82
BEARING
S45° 23' 59.91"E
S50° 14' 14.05"E
S41° 06' 20.01"E
S54° 31' 19.19"E
S85° 47' 40.34"E
ALIGNMENTS: G2
NUMBER
L140
START STAT
5+00.00
START NORTH
1243209.02
START EAST
666896.46
END STAT
6+00.00
END NORTH
1243109.94
END EAST
666896.46
LENGTH
100.00
BEARING
S07° 45' 21.14"E
ALIGNMENTS: G3
NUMBER
L141
L142
L143
START STAT
7+00.00
7+05.54
8+00.42
START NORTH
1243050.47
1243056.00
1243150.82
START EAST
666956.89
666956.60
666952.98
END STAT
7+05.54
8+00.42
8+80.42
END NORTH
1243056.00
1243150.82
1243225.83
END EAST
666956.89
666956.60
666952.98
LENGTH
5.54
94.89
80.00
BEARING
N02° 55' 37.53"W
N02° 11' 21.49"W
N20° 21' 08.81"E
ALIGNMENTS: G4
NUMBER
L154
START STAT
9+00.00
START NORTH
1243151.56
START EAST
666943.01
END STAT
9+50.00
END NORTH
1243147.85
END EAST
666943.01
LENGTH
50.00
BEARING
S85° 44' 15.48"E
ALIGNMENTS: G5
NUMBER
L144
L145
START STAT
1+00.00
2+14.04
START NORTH
1242981.91
1242982.32
START EAST
666887.74
667001.78
END STAT
2+14.04
2+66.28
END NORTH
1242982.32
1242979.59
END EAST
666887.74
667001.78
LENGTH
114.04
52.24
BEARING
N89° 47' 27.56"E
S87° 00' 07.65"E
ALIGNMENTS: H
NUMBER
L148
L149
L146
L147
L150
L151
START STAT
10+00.00
10+15.42
11+79.75
13+49.72
16+25.24
17+83.20
START NORTH
1242301.13
1242287.81
1242136.50
1242002.94
1241790.71
1241665.94
START EAST
665000.73
665008.51
665072.58
665177.71
665353.41
665450.28
END STAT
10+15.42
11+79.75
13+49.72
16+25.24
17+83.20
17+90.70
END NORTH
1242287.81
1242136.50
1242002.94
1241790.71
1241665.94
1241659.99
END EAST
665000.73
665008.51
665072.58
665177.71
665353.41
665450.28
LENGTH
15.42
164.32
169.98
275.51
157.96
7.50
BEARING
S30° 16' 54.86"E
S22° 56' 56.96"E
S38° 12' 35.05"E
S39° 37' 10.59"E
S37° 49' 34.25"E
S37° 27' 41.65"E
ALIGNMENTS: H1
NUMBER
L152
START STAT
1+00.00
START NORTH
1241998.17
START EAST
665171.19
END STAT
1+59.42
END NORTH
1242032.89
END EAST
665171.19
LENGTH
59.42
BEARING
N54° 15' 07.10"E
ALIGNMENTS: H2
NUMBER
L153
START STAT
1+00.00
START NORTH
1241784.84
START EAST
665345.83
END STAT
1+37.45
END NORTH
1241807.78
END EAST
665345.83
LENGTH
37.45
BEARING
N52° 12' 29.90"E
F Y
P
N G
I D
W G
R
H
O P
P E
R
E
V
A R
G A
S
D
D
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A N
D
N
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M T
U
D A
B
L E
S
I I
H O
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O N
T A
L
A
I G
N M
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T
GI106
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
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T H
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C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
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P
S U
B M
I T
T E
D
B
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C H
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K E
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V
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S e r v i c e s
N
M
G e n e r a l
C
A D
D F
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I d w g
A1
ALIGNMENT DATA TABLES
SCALE: NTS
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
K
L
B
O
R
R I
P
R
O
V
O
E
BRAINARD AVE.
S D
S
D
S D
S D
S D
S D
S
D
SD
S D
S
D
S
D
SD
S
D
S
D
S
D
S
D
S
D
S
D
S D
W
W
W
W W
W W
W
W
W W
W W
W W
W W
W
W W
WW
W
W
W
W
W W
WWW
W
WW
W
W
W
W
WW
W
W
WW
W
W
W
E
G
G
G
G
G
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
E
E
E E
E E
E E
E
E
E
E
EEE
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
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E
E
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E E
E E
E E
E E
E E
E E
E E
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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 E
E E
E E
E E
E E
E E
E E
E E
E E
E E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G
G
G
G
SAN
S A
N
S A
N
SAN
SAN
SAN
SAN
SAN
GPS4
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E
E E
E
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
C O
M M
E
COMM
COMM
COMM
E
E
E E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
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C
O
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M
C
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C O
M M
F Y
P
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D d w g
D
D
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A N
E
V
A R
G A
S
S
Z
E I L E
R
R
H
O P
P E
R
D E
M O
L I T
I O
N
P
L A
N
C I V
I L
CD103
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLAN
NORTH
M A
T C
H
L
I N
E
C
D
X X X X X
M A
T C
H
L
I N
E
C
D
MATCH LINE CD-105
REMOVE PAVEMENT
AS NEEDED
REMOVE PAVEMENT
AS NEEDED
X R
E F s
G
B
S
F
Y P
N C
X
D P
L
F
Y P
N C
P
P S
C
F
Y P
N C
P
P S
C
F
Y P
N
C
S
P L o C
F
Y
P
N
C
G
P P
R
F
Y P
N
V
S
V
F
Y P
N
C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P S
F
Y P
N
C
S
P L o D
F
Y P
N G
K
P
F
Y P
N C
L G
N D a g e s
L a s t s a v e d b y
H
O P
P E
R m e
P
M
C p w p l h o p p e r r v d F
Y P
N C
D d w g
A1
PLAN: DEMOLITION
SCALE: 1"=40'
REMOVE PAVEMENT
AS NEEDED
REMOVE PAVEMENT
AS NEEDED
LIMITS OF DISTURBANCE (TYP)
LIMITS OF DISTURBANCE (TYP)
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
CD103
REMOVE 18" CMP
REMOVE 2-42" CMP
REMOVE 18" RCP
REMOVE 12" RCP
REMOVE 30" RCP
REMOVE PAVEMENT
AS NEEDED
REMOVE PAVEMENT
AS NEEDED
40' 80'0
REMOVE SIDEWALK
AS NEEDED
REMOVE SIDEWALK
AS NEEDED
REMOVE SIDEWALK
AS NEEDED
K I L
B O
U R
1. LEGEND ON SHEET GI002.
2. REFER TO EROSION CONTROL PLAN BEGINNING WITH SEQUENCE ON CE001 BEFORE
CONDUCTING ANY CLEARING, EXCAVATING, OR DEMOLITION.
3. INSTALL TEMPORARY CONSTRUCTION FENCING BEFORE CLEARING, EXCAVATING, OR
DEMOLITION PER SPECIFICATIONS SECTION 01 50 00.
4. TREE REMOVAL IN OUTFALL X AREA SHALL BE CONDUCTED IN COORDINATION WITH
FORT GORDON NATURAL RESOURCES BRANCH. TREES IDENTIFIED IN SURVEY WERE
ONLY 6-INCH DIAMETER AND GREATER. CLEARING SHALL BE CONDUCTED IN THE
AREAS SHOWN PER SPEC SECTION 31 11 00.
5. TOPSOIL SHALL BE SALVAGED AND STORED FOR REUSE TO THE EXTENTS FEASIBLE.
6. DISC GOLF COURSE EQUIPMENT INCLUDING BASKETS AND TRASH CANS SHALL BE
REMOVED AND STORED FOR REINSTALLATION. CONCRETE TEE PADS TO BE REMOVED
AND PROPERLY DISPOSED OF.
7. REMOVE AND PROPERLY DISPOSE OF EXISTING CMP, RCP, AND OTHER MISCELLANEOUS
PIPE AND CONCRETE STRUCTURES AS SHOWN ON PLANS FOR STORM SEWER NETWORK
REPLACEMENTS.
8. DEMOLISH PAVEMENT AND SIDEWALKS ONLY AS NEEDED TO INSTALL REPLACEMENT
STORM SEWER PIPE SHOWN AND ONLY WHEN TRAFFIC CONTROL PLAN FOR AN
INDIVIDUAL CROSSING IS IN PLACE AND READY TO REPLACE STORM SEWER PIPES.
9. BURIED UTILITY LOCATIONS SHOWN ARE APPROXIMATE. DO NOT DAMAGE
EXISTING UTILITIES. REFER TO UTILITY NOTES ON GI003.
GENERAL NOTES
REMOVE TREE
CLEARING
PAVEMENT REMOVAL
DEMOLISH STORM SEWER PIPING AND STRUCTURES
LEGEND
REMOVE 24" CMP
REMOVE 15" RCP
REMOVE 36" RCP
RETAIN EXISTING
30" RCP
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
S
D
S
D
S D
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S A
N
S A
N
S A
N
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
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
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
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
GPS5
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
W
W
W
W
W
W
W
S
A
N
S
A
N
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
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
LANE AVE.
HERITAGE PARK LN.
S
D
S
D
S
D
S
D
S
D
S
D
S
D
F Y
P
N C
D d w g
D
D
O R
A N
E
V
A R
G A
S
S
Z
E I L E
R
R
H
O P
P E
R
D E
M O
L I T
I O
N
P
L A
N
C I V
I L
CD105
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLAN
NORTH
MATCH LINE CD-106
MATCH LINE CD-103
X R
E F s
G
B
S
F
Y P
N C
X
D P
L
F
Y P
N C
P
P S
C
F
Y P
N C
P
P S
C
F
Y P
N
C
S
P L o C
F
Y
P
N
C
G
P P
R
F
Y P
N
V
S
V
F
Y P
N
C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P S
F
Y P
N
C
S
P L o D
F
Y P
N G
K
P
F
Y P
N C
L G
N D a g e s
L a s t s a v e d b y
H
O P
P E
R m e
P
M
C p w p l h o p p e r r v d F
Y P
N C
D d w g
A1
PLAN: DEMOLITION
SCALE: 1"=40'
A
V
E
N
U
A
T
E
S
K
I
L
B
O
U
R
R I
REMOVE PAVEMENT AS NEEDED
REMOVE PAVEMENT AS NEEDED
LIMITS OF DISTURBANCE (TYP)
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
CD105
RETAIN EXIS 24" RCP
REMOVE 24" RCP
REMOVE 12" CMP
REMOVE 18" CCP
REMOVE 12" CPP
REMOVE 24" CMP
REMOVE 18" RCP
40' 80'0
REMOVE SIDEWALK AS NEEDED
1. LEGEND ON SHEET GI002.
2. REFER TO EROSION CONTROL PLAN BEGINNING WITH SEQUENCE ON CE001 BEFORE
CONDUCTING ANY CLEARING, EXCAVATING, OR DEMOLITION.
3. INSTALL TEMPORARY CONSTRUCTION FENCING BEFORE CLEARING, EXCAVATING, OR
DEMOLITION PER SPECIFICATIONS SECTION 01 50 00.
4. TREE REMOVAL IN OUTFALL X AREA SHALL BE CONDUCTED IN COORDINATION WITH
FORT GORDON NATURAL RESOURCES BRANCH. TREES IDENTIFIED IN SURVEY WERE
ONLY 6-INCH DIAMETER AND GREATER. CLEARING SHALL BE CONDUCTED IN THE
AREAS SHOWN PER SPEC SECTION 31 11 00.
5. TOPSOIL SHALL BE SALVAGED AND STORED FOR REUSE TO THE EXTENTS FEASIBLE.
6. DISC GOLF COURSE EQUIPMENT INCLUDING BASKETS AND TRASH CANS SHALL BE
REMOVED AND STORED FOR REINSTALLATION. CONCRETE TEE PADS TO BE REMOVED
AND PROPERLY DISPOSED OF.
7. REMOVE AND PROPERLY DISPOSE OF EXISTING CMP, RCP, AND OTHER MISCELLANEOUS
PIPE AND CONCRETE STRUCTURES AS SHOWN ON PLANS FOR STORM SEWER NETWORK
REPLACEMENTS.
8. DEMOLISH PAVEMENT AND SIDEWALKS ONLY AS NEEDED TO INSTALL REPLACEMENT
STORM SEWER PIPE SHOWN AND ONLY WHEN TRAFFIC CONTROL PLAN FOR AN
INDIVIDUAL CROSSING IS IN PLACE AND READY TO REPLACE STORM SEWER PIPES.
9. BURIED UTILITY LOCATIONS SHOWN ARE APPROXIMATE. DO NOT DAMAGE
EXISTING UTILITIES. REFER TO UTILITY NOTES ON GI003.
GENERAL NOTES
REMOVE TREE
CLEARING
PAVEMENT REMOVAL
DEMOLISH STORM SEWER PIPING AND STRUCTURES
LEGEND
REMOVE 8" STEEL
CUT PIPE, CAP & FILL WITH CONC FLOWABLE FILL
CAP & FILL WITH CONC FLOWABLE FILL
ABANDON IN PLACE
REMOVE 18" RCP
CONTRACTOR TO VERIFY
LOCATION
RETAIN EXIS 30" RCP
RETAIN EXIS 18" RCP
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
D
D
P
R
C
P
R
C
P
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
STRUCTURE: A5
GDOT STD. 1011-A
STA: 30+64.26
RIM: 462.6
N: 1,243,055.54
E: 665,727.52
R
C
P
STRUCTURE: A4
GDOT STD. 1011-A
STA: 28+91.14
RIM: 454.9
N: 1,243,073.99
E: 665,899.65
STRUCTURE: A6
GDOT STD. 1019A TYPE C
STA: 32+02.69
RIM: 462.4
N: 1,242,985.17
E: 665,608.31
EXST 30" RCP
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
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
S A
N
S A
N
S
D
N
EXST 36" RCP
EXST 30" RCP
W
T
E
R
L
I
N
E
EXST 8" WATERLINE
EXST 8" SAN
DEPTH UNKNOWN
EXST 3
6" R
CP
EXST 30" RCP
29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00
166 L F O
F 6 0" R
CP
GRADE =
.1 1%
132 LF O
F 60" R
CP
GRADE = 1.95%
238 LF OF 60" RCP
GRADE = 0.50%
I N
V
I N
S
W
I N
V
O
U T
N
E
I N
V
I N
S
W
I N
V
O
U T
EXST GRADE
A6
S T
A
R I M
A5
S T
A
R I M
EXST 10" IRRIGATION LINE
EXST WATERLINE
EXST 8" WATERLINE
EXST ELECTRICAL CONDUIT
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG108
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M
A
T
M
A
T
K
I
L
B
O
U
R
P
R
O
V
O
E
CG108
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
3. LEGEND IS ON SHEET GI002.
NOTES
A1
C-502
A1
C-506
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
G1
PLAN: STA 29+00 TO STA 33+00
SCALE: 1"=20'
A1
PROFILE: STA 29+00 TO STA 33+00
SCALE: 1"=20'
UTILITY CONFLICT NO. 5
SEE TABLE 1 ON SHEET GI003
PLAN
NORTH
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
B
60" RCP
33+00
34+00
35+00 36+00
37+00
SAN
SAN
SAN
SAN
SAN
S A
N S
A N
S A
N S
A N
S A
N
S A
N
S A
N
SAN
SANSAN
SANSANSANSANSAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
60" RCP
EXST 18" VC SAN
EXST 8" VC SAN
EXST 21" VC SAN
S
S
STRUCTURE: A8
GDOT STD. 1019A TYPE C
STA: 34+48.07
RIM: 463.6
N: 1,242,832.54
E: 665,416.17
EXST 8" VC SAN
S
T
V
C
S
A N
W
W W
W W
W W
W W
W W W W
W W
W W
W W
W W
W W
SAN
SAN
SAN
SAN
SAN
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
EXST 4" DI WATERLINE
EXST 8" DI WATERLINE
EXST 12" IRRIGATION LINE
EXST 30" RCP
EXST 30" RCP
33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00
238 LF OF 60" RCP
GRADE = 0.50%
EXST GRADE
A8
S T
A
R I M
I N
V
I N
S
W
I N
V
O
U T
N
E
286 LF OF 60" RCP
GRADE = 0.50%
EXST 18" VC SAN
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG109
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M A
T C
H
L
I N
E
C
G
M A
T C
H
L
I N
E
C
G
KILBOURNE ST.
CG109
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
3. LEGEND IS ON SHEET GI002.
NOTES
A1
C-502
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
G1
PLAN: STA 33+00 TO STA 37+00
SCALE: 1"=20'
A1
PROFILE: STA 33+00 TO STA 37+00
SCALE: 1"=20'
UTILITY CONFLICT
SEE TABLE 1 ON SHEET GI004
PLAN
NORTH
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDSDSDSDSDSDSD
S
D
S
D
S
D
C
B
C
B
R
C P
37+00
STRUCTURE: A10
GDOT STD. 1011-A
STA: 38+77.90
RIM: 468.3
N: 1,242,563.13
E: 665,081.85
STRUCTURE: A9
GDOT STD. 1019A TYPE C
STA: 37+40.86
RIM: 465.3
N: 1,242,656.25
E: 665,182.40
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN
SANSAN
SANSAN
P
EXST 8" VC SAN
60" R
CP
60" RCP
STRUCTURE: A11
GDOT STD. 1011-A
STA: 40+06.15
RIM: 469.7
N: 1,242,434.88
E: 665,081.90
S
EXST 8" VC SAN
W W W W W W W W W W W W W W W W W
W W
W
EXST 4" DI WATERLINE
STRUCTURE: A12
GDOT STD. 1034D
N: 1,242,389.61
E
X
P
EXST 30" RCP
E
X
S
T
R
C
P
E
X
R
C
P
P
EXST 30" RCP
EXST 30" RCP
37+00 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60 38+80 39+00 39+20 39+40 39+60 39+80 40+00 40+20 40+40
286 LF OF 60" RCP
GRADE = 0.50%
130 LF OF 60" RCP
GRADE = 0.64%
I N
V
I N
S
W
I N
V
O
U T
N
E
I N
V
I N
I N
V
I N
I N
V
O
U T
N
E
EXST GRADE
120 LF OF 60" RCP
GRADE = 0.57%
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
O
U T
A9
S T
A
R I M
A11
S T
A
R I M
64 L F O
F 6 0"
R C
P
G R
A D
E
.6
6%
EXST 30" RCP
A10
S T
A
R I M
0+90 1+00 1+20 1+40 1+60 1+67
I N
V
I N
I N
V
I N
I N
V
O
U T
N
E
48 LF O
F 42" R
CP
GRADE =
.0 0%
A10
S T
A
R I M
EXST GRADE
I N
V
I N
S
W
I N
V
I N
I N
V
I N
S
W
I N
V
O
U T
N
E
EXST 8" VC SAN
EXST 4" DI WATERLINE
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG110
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M A
T C
H
L
I N
E
C
G
M A
T C
H
L I N
E
C
G
KILBOURNE ST.
CENTRAL
STORM SEWER LINE B
(SEE SHEET CG114)
CG110
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
RETAIN EXST 42" RCP
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
3. LEGEND IS ON SHEET GI002.
NOTES
A1
C-506
A1
C-506
A1
C-502
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
RETAIN EXST 30" RCP
G1
PLAN: STA 37+00 TO STA 40+40
SCALE: 1"=20'
A1
PROFILE: STA 37+00 TO STA 40+40
SCALE: 1"=20'
PLAN
NORTH
20' 40'0
10' 20'0
HORIZ.
VERT.
G13
PROFILE: A9 STA 1+00 TO STA 1+67
SCALE: 1"=20'
CENTRAL STORM SEWER LINE A9
(SEE PROFILE A9)
RETAIN EXST CB
REMOVE 18" RCP
CONTRACTOR TO FIELD
VERIFY LOCATION OF PIPE
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
G
G
G
G
G
G
G
W
W
W
W
W
S
D
S
D
S
D
SDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
C
B
C
B
C
B
D
D
60" RCP
R
C
P
43+00 44+00
45+00
N: 1,242,256.73
E: 665,042.17
STRUCTURE: A14
GDOT STD. 1019A TYPE C
STA: 41+71.05
RIM: 469.4
N: 1,242,328.90
E: 664,955.58
STRUCTURE: A15
GDOT STD. 1019A TYPE C
STA: 42+73.56
RIM: 466.8
N: 1,242,400.58
E: 664,882.30
G
G
G
G
G
G
G
G
S
A
N
S
A
N
P
P
P
P
60" R
C P
E: 665,081.90
STRUCTURE: A13
GDOT STD. 1033D
STA: 41+60.65
RIM: 469.1
N: 1,242,335.65
E: 664,963.49
60" RCP
STRUCTURE: A16
GDOT STD. 1011-A
STA: 43+60.28
RIM: 469.3
N: 1,242,323.16
E: 664,843.24
S
STRUCTURE: A17
GDOT STD. 1019A TYPE C
STA: 44+82.46
RIM: 467.4
N: 1,242,214.15
E: 664,788.06
EXST 24" RCP
P
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
P
W
W
W
W
W
W
EXST 6" CI WATERLINE
W
W
W
W
W
W
W
W
W
T
E
R
L
I
N
E
EXST 2" IRRIGATION LINE
W
W
W
W
W
W
STRUCTURE: A12
GDOT STD. 1034D
STA: 40+77.55
RIM: 468.6
N: 1,242,389.61
E: 665,026.69
E
X
P
E
X
P
E
X
P
EXST 24" RCP
EXST 24" RCP
EXST 18" RCP
E
X
P
EXST 18" RCP
EXST 24" RCP
40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00
I N
V
I N
S
W
I N
V
O
U T
S
E
114 LF OF 60" RCP
GRADE = 1.09%
I N
V
I N
S
W
I N
V
I N
S
E
I N
V
O
U T
N
E
EXST GRADE
I N
V
I N
S
E
I N
V
I N
N
W
I N
V
O
U T
N
E
I N
V
I N
S
W
I N
V
O
U T
N
E
76 LF OF 60" RCP
GRADE = 1.00%
I N
V
I N
I N
V
I N
S
W
I N
V
O
U T
N
E
94 LF OF 60" RCP
GRADE = 0.50%
63 LF OF 60" RCP
GRADE = 0.51%
78 LF OF 60" RCP
GRADE = 0.50%
A13
S T
A
R I M
A14
S T
A
R I M
A15
S T
A
R I M
A16
S T
A
R I M
A17
S T
A
R I M
I N
V
I N
S
W
I N
V
O
U T
N
E
A12
S T
A
R I M
64 L F O
F 6 0" R
C P
G R
A D
E
.6
6%
EXST 30" RCP
3 LF OF 60" RCP
GRADE = 0.95%
EXST 12" CI WATERLINE
EXST 2" IRRIGATION LINE
EXST 2" IRRIGATION LINE
EXST 2" IRRIGATION LINE
EXST ELECTRICAL CONDUIT
EXST ELECTRICAL CONDUIT
EXST GAS LINE
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG111
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M A
T C
H
L
I N
E
C
G
M
A
T
CENTRAL
STORM SEWER LINE C
(SEE SHEET CG116)
A
V
A
T
E
S
CG111
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
RETAIN EXST 42" RCP
AND 30" RCP
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
NOTES
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
3. LEGEND IS ON SHEET GI002.
NOTES
A1
C-505
A1
C-507
A1
C-502
CENTRAL
STORM SEWER LINE C2
(SEE SHEET CG117)
A1
C-502
A1
C-502
A1
C-506
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
G1
PLAN: STA 40+40 TO STA 45+00
SCALE: 1"=20'
A1
PROFILE: STA 40+40 TO STA 45+00
SCALE: 1"=20'
PLAN
NORTH
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDSDSDSDSDSD
C B
C B
C B
C B
C B
D
D
D
P
P
P
P
R
C
P
48+00
STRUCTURE: A20
GDOT STD. 1011-A
STA: 48+84.21
RIM: 469.2
N: 1,241,836.86
E: 664,690.96
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
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
P
P
P
EXST 8" DI WATERLINE
EXST 8" DI WATERLINE
EXST 8" VC SAN
EXST 6" DI WATERLINE
N
S
S
STRUCTURE: A18
GDOT STD. 1034D
STA: 45+52.83
RIM: 468.5
N: 1,242,149.68
E: 664,759.85
RIM: 467.4
N: 1,242,214.15
E: 664,788.06
STRUCTURE: A19
GDOT STD. 1019A TYPE C
STA: 47+11.54
RIM: 467.7
N: 1,242,009.37
E: 664,685.69
N
E
X
T
E
R
L
I
N
E
EXST 8" DI WATERLINE
EXST 8" VC SAN
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
STRUCTURE: A34
FLARED END SECTION
GDOT STD. 1120
STA: 1+80.01
N: 1,241,774.56
E: 664,679.53
36" RCP
EXST 8" VC SAN
EXST 18" RCP
EXST 18" RCP
EXST 18" RCP
EXST 15" CMP
EXST 18" RCP
EXST 24" CMP
EXST 18" HDPE
EXST 24" CMP
P
EXST 18" RCP
45+00 45+20 45+40 45+60 45+80 46+00 46+20 46+40 46+60 46+80 47+00 47+20 47+40 47+60 47+80 48+00 48+20 48+40 48+60 48+80 49+00 49+20 49+40 49+50
EXST GRADE
EXST 8" VC SAN
EXST 8" DI WATERLINE
151 LF OF 60" RCP
GRADE = 0.53%
I N
V
I N
S
W
I N
V
O
U T
N
E
A18
S T
A
R I M
I N
V
I N
I N
V
I N
S
W
I N
V
I N
N
W
I N
V
O
U T
N
E
I N
V
I N
S
E
I N
V
I N
I N
V
O
U T
A19
S T
A
R I M
A20
S T
A
R I M
EXST 18" RCP
EXST 18" RCP
165 LF OF 36" RCP
GRADE = 0.50%
63 LF OF 60" RCP
GRADE = 0.51%
71 LF OF 36" RCP
GRADE = 0.50%
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG112
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M
A
T
M
A
T
CG112
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
NOTES
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. SANITARY SEWER AND WATER LINE CROSSINGS OVER STORM SEWER TO BE
REPLACED WITH DI BY AUD PRIOR TO TRENCH EXCAVATION. COORDINATE WITH
AUD AND FOLLOW AUD SEPARATION DETAIL FOR STORM SEWER INSTALLATION.
3. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
4. LEGEND IS ON SHEET GI002.
A1
C-502
CENTRAL
STORM SEWER LINE C2
(SEE SHEET CG117)
A1
C-506
A1
C-505
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
RETAIN EXST 18" RCP
G1
PLAN: STA 45+00 TO STA 49+50
SCALE: 1"=20'
A1
PROFILE: STA 45+00 TO STA 49+50
SCALE: 1"=20'
UTILITY CONFLICT
SEE TABLE 1 ON SHEET GI004
UTILITY CONFLICT
SEE TABLE 1 ON SHEET GI004
A1
C-503
PLAN
NORTH
CENTRAL STORM SEWER LINE A2
(SEE SHEET CG140)
CENTRAL STORM
SEWER LINE C6
(SEE SHEET CG141)
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
W W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
S D
S D
S D
S D
S
D
S
D
S
D
S D
S D
S
D
S
D
S
D
S
D
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
D
D
D
24" RCP
24" RCP
24" RCP
24" RCP
36" R
C P
R
C P
P
P
P
R
C P
52+00
53+00
54+0054+07.12
STRUCTURE: A30
GDOT STD. 1019A TYPE C
STA: 53+99.22
RIM: 473.0
N: 1,241,449.91
E: 665,023.74
STRUCTURE: A29
GDOT STD. 1019A TYPE C
STA: 53+14.11
RIM: 472.8
N: 1,241,519.36
E: 664,974.53
STRUCTURE: A27
GDOT STD. 1011-A
STA: 52+15.01
RIM: 472.7
N: 1,241,601.71
E: 664,919.39
STRUCTURE: A28
GDOT STD. 1019A TYPE C
STA: 52+51.63
RIM: 472.7
N: 1,241,571.20
E: 664,939.66
STRUCTURE: A25
GDOT STD. 1019A TYPE C
STA: 51+60.15
RIM: 472.0
N: 1,241,647.49
E: 664,889.18
STRUCTURE: A24
GDOT STD. 1019A TYPE C
STA: 51+17.79
RIM: 471.5
N: 1,241,680.29
E: 664,862.37
STRUCTURE: A23
GDOT STD. 1011-A
STA: 50+27.49
RIM: 470.8
N: 1,241,746.75
E: 664,801.24
STRUCTURE: A21
GDOT STD. 1011-A
STA: 49+61.09
RIM: 469.8
N: 1,241,782.41
E: 664,745.23
W
W W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
STRUCTURE: A31
GDOT STD. 1019A TYPE A
STA: 1+90.00
RIM: 473.6
N: 1,241,534.63
E: 664,886.74
STRUCTURE: A26
GDOT STD. 1013 TYPE A
STA: 1+78.54
RIM: 473.1
N: 1,241,619.66
E: 664,972.50
STRUCTURE: A22
GDOT STD. 1013
STA: 1+78.74
RIM: 470.7
N: 1,241,782.99
E: 664,847.47
EXST 8" VC SAN
EXST 8" DI WATERLINE
EXST 8" VC SAN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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
EXST 18" RCP
EXST 18" HDPE
EXST 18" HDPE
EXST 15" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 12" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 12" HDPE
EXST 18" HDPE
49+50 49+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20
61 LF OF 36" RCP
GRADE = 0.50%
I N
V
I N
S
E
I N
V
O
U T
N
W
85 LF OF 36" RCP
GRADE = 1.00%
37 LF OF 36" RCP
GRADE = 1.00%
50 LF OF 24" RCP
GRADE = 1.00%
32 LF OF 24" RCP
GRADE = 1.00%
58 LF OF 24" RCP
GRADE = 1.00%
81 LF OF 24" RCP
GRADE = 1.00%
I N
V
O
U T
N
W
EXST GRADE
EXST 8" DI WATERLINE
A21
S T
A
R I M
A23
S T
A
R I M
A24
S T
A
R I M
A25
S T
A
R I M
A27
S T
A
R I M
A28
S T
A
R I M
A29
S T
A
R I M
I N
V
I N
S
E
I N
V
I N
N
E
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
I N
N
E
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
O
U T
N
W
A30
S T
A
R I M
EXST 18" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST 18" HDPE
EXST ELECTRICAL CONDUIT
71 LF OF
36" RCP
GRADE = 0.50%
EXST 8" WATERLINE
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG113
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M
A
T
CG113
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
P
M p w c d m s m i t h a z p w b e n t l e y c o m
P
W P
L
D e s i g n
S e r v i c e s
N
M
C i v i l
C
A D
D F
Y P
N
C
G d w g
UNDERGROUND POWER
NOTES
1. FOR ALL OF THE CG SHEETS THE NORTHING AND EASTING MEASUREMENT IS
TAKEN FROM THE CENTER OF THE STRUCTURE.
2. WATER LINE CROSSING OVER STORM SEWER TO BE REPLACED WITH NEW DI BY
AUD PRIOR TO TRENCH EXCAVATION. COORDINATE WITH AUD AND FOLLOW AUD
SEPARATION DETAIL FOR STORM SEWER INSTALLATION.
3. PIPE LENGTHS ARE MEASURED FROM INSIDE FACE WALL OF STRUCTURE TO INSIDE
FACE WALL OF STRUCTURE (TYP).
4. LEGEND IS ON SHEET GI002.
A1
C-506
A1
C-506
A1
C-502
A1
C-502
A1
C-502
A1
C-502
A1
C-502
KEY PLAN
SCALE: 1"=1000'
C17
0 2000'1000'
PLAN
NORTH
G1
PLAN: STA 49+50 TO STA 54+20
SCALE: 1"=20'
A1
PROFILE: STA 49+50 TO STA 54+20
SCALE: 1"=20'
A1
C-506
A1
C-502
A1
C-511
UTILITY CONFLICT NO. 10
SEE TABLE 1 ON SHEET GI004
CENTRAL
STORM SEWER LINE A3
(SEE SHEET CG140)
CENTRAL
STORM SEWER LINE A5
(SEE SHEET CG140)
CENTRAL
STORM SEWER LINE A4
(SEE SHEET CG140)
A1
C-511
PLAN
NORTH
S H
E E
T
R
E P
L A
C E
D
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
M A
R K
D E
S C
R I P
T I O
N D
A
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
D
60+
61+
62+
D
D
D
P
60" R
C P
EXST 24" RCP
STRUCTURE: B2
GDOT STD. 1011-A
STA: 63+75.15
RIM: 471.8
N: 1,242,113.49
E: 665,270.46
STRUCTURE: B1
GDOT STD. 1011-A
STA: 62+12.74
RIM: 470.3
N: 1,242,241.45
E: 665,170.44
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
P
STRUCTURE: A11
GDOT STD. 1011-A
STA: 60+00.00
RIM: 469.7
N: 1,242,434.88
E: 665,081.90
E
X
N
E
P
EXST 6" CI SAN
EXST 6" CI SAN
S
EXST 18" RCP
EXST 18" RCP
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXST 12" CI WATERLINE
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
EXST 6" DI WATERLINE
EXST 8" SAN
P
P
EXST 18" RCP
60+00 60+20 60+40 60+60 60+80 61+00 61+20 61+40 61+60 61+80 62+00 62+20 62+40 62+60 62+80 63+00 63+20 63+40 63+60 63+80 64+00
230 LF OF 36" RCP
GRADE = 1.00%
205 LF OF 60" RCP
GRADE = 1.01%
156 LF OF 36" RCP
GRADE = 0.50%
EXST GRADE
EXST 6" CI SAN
A11
S T
A
R I M
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
I N
S
W
I N
V
O
U T
N
W
B1
S T
A
R I M
I N
V
I N
S
E
I N
V
O
U T
N
W
B2
S T
A
R I M
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
O
U T
EXST 18" RCP
EXST 6" DI WATERLINE
0+00 0+20 0+40 0+50
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
I N
S
W
I N
V
O
U T
N
W
I N
V
I N
S
E
I N
V
I N
S
W
I N
V
O
U T
8 LF OF 24" RCP
GRADE = 2.00%
B1
S T
A
R I M
F Y
P
N C
G D
W G
R
H
O P
P E
R
R
B
O G
G S
H
H
A R
K E
N R
I D
E R
D
N
E A
M T
U
L I N
B
T
O
C E
N T
R A
L
S
T O
W
E R
P L A
N
A
O
F I L E
CG114
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
J U
C A
T E
G O
D
E
F I L E
N A
M E
D
S
I Z
E
W H
N B
F O
R
D O
N
G
E O
R G
I A
R E
P A
I R
S
T
O
O
U T
F A
L
N
T R
I B
U T
I N
G
S
T O
W
T
W O
R K
F Y
P
N
D
E P
R E
A D
Y
F
V
E R
T I S
E M
E N
T
C D
M
F e d e r a l
P r o g r a m s
C o r p i r v i e w
P a r k
D r i v e
S u i
F a l l s
C h u r c h
V
A
T e l
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
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
20' 40'0
20' 40'0
10' 20'0
HORIZ.
VERT.
M
A
T
A
V
E
N
U
A
T
E
S
CG114
X R
E F s
G
B
S
F
Y P
N V
S
V
F
Y P
N C
S
P P
R
F
Y P
N C
K
P
D
K N
G
E O
R G
I A
P
E S
E A
L C
O R
P a g e s
L a s t s a v e d b y
V
A R
G A m e
A
M p w c d m s m i t h a z…
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