Pages_from_Part_6-8_Part2.pdf
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AMENDMENT 0002 SPECIFICATIN PART 6-8 PART 2
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C1.02M A
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
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PHASE 2
PHASE 3
(P-571)
(BY OTHERS)
(P-572)
C2.01
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
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A
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M A
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C3.00
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
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F
M A
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H
L I
A
PHASE 2
PHASE 3
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
ARE PROVISIONED WITH ADEQUATE OUTFALL AS REQUIRED BY THE
VESCH.
(P-571)
83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00
C3.01
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
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M A
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I
A
M A
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H
L
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D
W G
C
M A
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H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
ARE PROVISIONED WITH ADEQUATE OUTFALL AS REQUIRED BY THE
VESCH.
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00
C3.02
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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C D
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A
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F
M A
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H
L
I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00
C3.03
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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D
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M A
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C D
C T
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D S
D U
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P C
IR
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M A
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H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
C3.04
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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D
W G
C
M A
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C
N A
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P
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P H
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FR
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M C
C D
C T
O W
A R
D S
D U
N
LA
P C
IR
C
LE
NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
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F
M A
T C
H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00
C3.05
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M
A
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G
C
M
A T
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E
D
W
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C
N A
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FA
C
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C O
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P
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P H
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FR
O M
M C
C D
C T
O W
A R
D S
D U
N
LA
P C
IR
C
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M A
T C
H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00
C3.06
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M
A
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G
C
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
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IN
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C O
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LL
R O
A D
P
-5
P H
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FR
O M
M C
C D
C T
O W
A R
D S
D U
N
LA
P C
IR
C
LE
NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M
A T
G
C
M A
T C
H
L I
A
M A
T C
H
L
I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00
C3.07
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M
A
T
G
C
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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C O
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LL
R O
A D
P
-5
P H
A S
E
FR
O M
M C
C D
C T
O W
A R
D S
D U
N
LA
P C
IR
C
LE
NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M
A
T
G
C
M A
T C
H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00
C3.08
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M
A
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W
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N A
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FA
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IL
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S E
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P
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P H
A S
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FR
O M
M C
C D
C T
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A R
D S
D U
N
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P C
IR
C
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M
A
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G
C
M A
T C
H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00
83+00
C3.09
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M
A T
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D
W
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C
N A
V A
L
FA
C
IL
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IE
S E
N G
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P
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P H
A S
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FR
O M
M C
C D
C T
O W
A R
D S
D U
N
LA
P C
IR
C
LE
NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
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F
M
A
T
G
C
M A
T C
H
L I
A
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
145+00 146+00 147+00 148+00 149+00 150+00
C3.10
RUSSEL ROAD
DESIGN SPEED = 45 MPH
POSTED SPEED = 40 MPH
M A
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H
L I
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D
W G
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N A
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L
FA
C
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IT
IE
S E
N G
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C O
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P
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P H
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FR
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C D
C T
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A R
D S
D U
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P C
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C
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
T
F
M A
T C
H
L I
A
NOTE:
1. CONTRACTOR SHALL FLUSH-OUT ALL EXISTING CULVERTS
TO REMOVE ANY SEDIMENTATION AND CLOGGING.
2. CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN OUTFALLS
C4.00
M A
T C
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L I
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E
D
W G
C
N A
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
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PHASE 2
PHASE 3
(P-571)
C4.01
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
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M A
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C4.02
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
A
C4.03
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
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C4.04
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NOTE: NOT FOR CONSTRUCTION. THESE ARE 35% DESIGN DEVELOPMENT PLANS ONLY. THEY ARE FOR INFORMATION PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL DESIGN.
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