idlewild rd -l1-charlottenc.gov/projects/documents/idlewild construction plans.pdf · proposed...
TRANSCRIPT
Proposed Sidewalk Bridging Tree Roots ..................................
FOR CONSTRUCTION
PLANS PREPARED BY:Landscape Management
CMU
CDOT - Implementation
Engineering Services
LOCATION MAPNTS
Construction Administration
Contract Administration
CITY ENGINEERAPPROVED _________________ ________
DATE
Curb & GutterSidewalk
Paving
INDEX OF SHEETS CONVENTIONAL SIGNS
2006 STANDARD SPECIFICATIONS
VICINITY MAPNTS
Cover Sheet ....................................................................................... 1
Cross Sections ......................................................................... X1-X45
General Notes and Details ................................................ 2A, 2B, 2C
Plan & Profile .............................................................................. 6-23
Erosion Control ................................................................... EC1-EC5
Traffic Control Plans ...................................................... TCP1-TCP3
Grading
Proposed Guardrail ...................................................................
Proposed Rip Rap Ditch ..............................................................
Proposed Asphalt Pavement ........................................................
Proposed Pavement Removal ......................................................
Proposed Gravel ...........................................................................
Tree Protection .............................................................................
Guy Wire ............................................................................................
Accessible Ramp ...................................................................................
Proposed Water Meter ...........................................................................
Fence ................................................................Proposed Edge of Pavement ..........................
Existing Drop Inlet..................................................................................
Existing Utility Pole ................................................................................
Existing Storm Drainage ...............................
Railroad Tracks ..............................................
Proposed Property Line ..................................
Slope Stake Line .............................................
Existing Property Line ...................................
Existing Gas Line ...........................................
Existing Underground Telecommunications
Existing Sanitary Sewer ................................
Proposed Storm Drainage .............................
Existing Water Line .......................................
Existing Gas Valve .................................................................................
Existing Sanitary Sewer Manhole .........................................................
Existing Water Valve .............................................................................
Existing Storm Drain Manhole ..............................................................
Proposed Storm Drain Manhole ...........................................................
Existing Telephone Manhole .................................................................
Existing Catch Basin ..............................................................................
Proposed Catch Basin ............................................................................
Existing Light Pole .................................................................................
Temporary Construction Easement .............
Proposed Drop Inlet................................................................................
Existing Fire Hydrant ............................................................................
Iron Pin ....................................................................................................
RECOMMENDED
Existing Structures .........................................
Horz. Profile ............
Vert. Profile .............
Plan View .................
GRAPHIC SCALES
6020 40
6020 40
124 8
Cross Section ...........155 10
Proposed Light Pole ................................................................................
Proposed Utility Pole ..............................................................................
Existing Underground Electric .....................
Proposed Telephone Manhole ...............................................................
Existing Electric Manhole .....................................................................
Proposed Electric Manhole ...................................................................
Proposed Fire Hydrant ..........................................................................
Existing Tree ...........................................................................................
Storm Water Services
Planning
Storm Drainage Summary ............................................... 3A, 3B, 3C
Proposed Sanitary Sewer Manhole .......................................................
NAD 1983
Pavement Marking & Signing Plan .................................. PM1-PM4
Utilities By Others Plans ............................................... UBO1-UBO9
Sidewalk/Utility Easement ............................
Storm Drainage Easement ............................
Maintained as R/W Line ................................
Utility Coordinator
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
TOTAL SHEETS 96
Silt Fence .....................................................................................
Idlewild Rd -L1-
Begin ProjectSta. 10+00.00 -L1-
End ProjectSta. 96+50.00 -L1-
PROJECT LENGTH = 1.6 MILES600 East Fourth Street
Charlotte, North Carolina 28202Phone: (704) 336-2291
Fax: (704) 336-6586
ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUP
CITY OF CHARLOTTE
CDOT - Design
PE SEAL
Record Drawings
Tuesday, October 25, 2011 1:27:23 PM
Existing Overhead Electric ...........................
Storm DrainageConcrete Median
E W
T H
ARRI
S BL
VD
IDLEWILD RD
MARGARET
OAK DR
PINE
Y G
ROVE
RD
-Y2-
NEW
HAM
PSH
IRE
DR
-Y3-
LYNW
ORT
H P
L-Y
4-
CRES
THIL
L DR
-Y5-
VA
LLEY
GR
OV
E R
D-Y
6-
VES
TAL
PL-Y
7-
WIS
EM
AN
DR
-Y8-
CH
EN
AN
GO
DR
-Y9-
CR
OSS
WIN
DS
RD
-Y10
-
BRA
EWIC
K P
L-Y
11-
DR
IFTER D
R
-Y12-
NA
RA
YA
N ST
-Y13-
BATHURST DR-Y14-
ASHLEY HALL DR
-Y15-
ASTER DR-Y16-
LAILW
OO
D C
IR
-Y17-
SALLY
LN-Y
19-LITTLE M
OSER
LN
-Y18-
WY
ALO
NG
DR
/OA
K D
R-Y
20-
E WT H
AR
RIS BLV
D
-Y1-
Curb Return, Grading, and Wall Details .............................. 5A, 5B
Proposed Bottom of Ditch .............................
Proposed Milling ..........................................................................
BERNEWAY DR
Existing Water Meter .............................................................................
Typical Sections ................................................................. 4A, 4B, 4C
Guardrail
Utility Easement ............................................
INDEPENDENCE BLVD
WALLACE R
D
FINAL DRAWINGFor Review Purposes Only
720
724
728
732
736
740
744
748
720
724
728
732
736
740
744
748
LEFT EOP ELEV.
RIGHT EOP ELEV.
10+00
73
4.4
73
4.8
10+50
73
5.2
73
5.4
735.
27
11+00
73
6.0
735.
34
73
6.4
735.
42
11+50
73
6.4
735.
49
73
6.4
735.
57
12+00
73
6.4
735.
64
73
6.4
735.
63
12+50
73
6.2
735.
63
73
6.0
735.
52
13+00
73
5.7
735.
42
73
5.2
735.
25
13+50
73
5.0
735.
02
73
4.8
734.
80
14+00
73
4.5
734.
49
73
4.2
734.
14
14+50
73
3.8
733.
79
73
3.3
733.
45
15+00
73
2.9
733.
10
15+25
73
2.5
732.
75
737.08 736.85 736.44 735.97 735.55 734.94 734.27 733.72 733.17 732.63
G
RA
TE
E
LE
V. 7
36
.8
2'
EX CB 40
IN
V. O
UT
7
32
.4
7'
G
RA
TE
E
LE
V. 7
32
.5
9'
192
IN
V. IN
7
29
.0
9' (1
91
)
128LF OF EXIST 15" RCP
137LF OF EXIST 15" RCP
33LF OF EXIST 15" RCP
25LF OF EXIST 15" RCP
46LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
35
.3
3'
EX DI 41
IN
V. O
UT
7
32
.2
5'
G
RA
TE
E
LE
V. 7
34
.1
7'
191
IN
V. O
UT
7
30
.6
7'
IN
V. IN
7
30
.4
7' (1
90
)
G
RA
TE
E
LE
V. 7
34
.9
1'
190
IN
V. O
UT
7
31
.6
6'
G
RA
TE
E
LE
V. 7
34
.3
9'
EX CB 42
IN
V. O
UT
7
29
.3
7'
G
RA
TE
E
LE
V. 7
33
.2
1'
EX DI 43
IN
V. O
UT
7
29
.2
9'
IN
V. IN
7
29
.9
8' (E
X C
B 4
2)
G
RA
TE
E
LE
V. 7
33
.9
3'
EX CB 2
IN
V. O
UT
7
30
.1
4'
IN
V. IN
7
30
.1
4' (E
X D
I 1
)
29LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
34
.1
2'
EX DI 1
IN
V. O
UT
7
31
.0
4'
16LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
36
.4
7'
198
IN
V. O
UT
7
31
.9
0'
IN
V. IN
7
32
.3
1' (E
X C
B 4
0)
IN
V. IN
7
31
.9
2' (E
X D
I 4
1)
48LF OF EXIST 18" RCP
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 8:10:47 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
716
720
724
728
732
736
740
716
720
724
728
732
736
740
LEFT EOP ELEV.
RIGHT EOP ELEV.
15+25
73
2.5
732.
75
15+50
73
2.2
732.
40
73
2.0
732.
20
16+00
73
1.8
731.
99
73
1.6
731.
79
16+50
73
1.4
731.
58
73
1.2
731.
38
17+00
73
1.0
731.
26
73
0.9
731.
13
17+50
73
0.7
731.
01
73
0.5
730.
88
18+00
73
0.3
730.
76
73
0.1
730.
62
18+50
72
9.8
730.
37
72
9.6
730.
12
19+00
72
9.4
729.
86
72
9.2
729.
61
19+50
72
8.9
729.
36
72
8.7
729.
11
20+00
72
8.4
728.
86
72
8.0
728.
61
20+50
72
7.7
728.
36
731.65 731.38 731.29 731.11 730.87 730.65 730.53 730.41 730.31 730.20 730.10 729.97 729.72 729.47 729.21 728.96 728.71 728.46 728.21 727.96
G
RA
TE
E
LE
V. 7
31
.2
4'
EX CB 14
IN
V. O
UT
7
27
.1
6'
118LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
30
.7
0'
EX CB 3
IN
V. O
UT
7
26
.6
1'
IN
V. IN
7
27
.0
8' (E
X C
B 2
)
IN
V. IN
7
27
.0
9' (E
X 2
A)
G
RA
TE
E
LE
V. 7
30
.3
6'
EX CB 15
IN
V. O
UT
7
26
.5
7'
IN
V. IN
7
26
.6
7' (E
X C
B 1
4)
G
RA
TE
E
LE
V. 7
30
.4
6'
EX 2A
IN
V. O
UT
7
27
.3
8'
169LF OF EXIST 15" RCP
101LF OF EXIST 15" RCP
172LF OF EXIST 24" RCP
57LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
30
.2
7'
EX CB 3A
IN
V. O
UT
7
26
.2
9'
G
RA
TE
E
LE
V. 7
30
.1
7'
EX CB 3B
IN
V. O
UT
7
26
.0
6'
IN
V. IN
7
26
.2
0' (E
X C
B 3
A)
G
RA
TE
E
LE
V. 7
29
.1
8'
EX CB 16
IN
V. O
UT
7
25
.6
6'
IN
V. IN
7
25
.8
5' (E
X C
B 1
5)
G
RA
TE
E
LE
V. 7
30
.3
5'
EX MH 1
IN
V. O
UT
7
25
.2
4'
IN
V. IN
7
25
.7
9' (E
X C
B 3
)
IN
V. IN
7
25
.2
4' (E
X C
B 3
B)
130LF OF EXIST 18" RCP
G
RA
TE
E
LE
V. 7
28
.7
3'
EX CB 17
IN
V. O
UT
7
25
.1
2'
IN
V. IN
7
25
.3
4' (E
X C
B 1
6)
G
RA
TE
E
LE
V. 7
28
.3
4'
EX CB 4
IN
V. O
UT
7
23
.9
6'
IN
V. IN
7
24
.3
6' (E
X M
H 1
)
G
RA
TE
E
LE
V. 7
27
.0
8'
EX CB 18
IN
V. O
UT
7
22
.7
9'
IN
V. IN
7
23
.7
1' (E
X C
B 1
7)
288LF OF EXIST 15" RCP
17+65.35 -L1-
0+95.88 -Y2-
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:55:15 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
712
716
720
724
728
732
736
740
744
712
716
720
724
728
732
736
740
744
LEFT EOP ELEV.
RIGHT EOP ELEV.
20+50
72
7.7
728.
36
72
7.4
728.
00
21+00
72
7.0
727.
63
72
6.7
727.
25
21+50
72
6.3
726.
88
72
6.0
726.
50
22+00
72
5.7
726.
13
72
5.3
725.
75
22+50
72
4.8
725.
38
72
4.4
725.
00
23+00
72
4.1
724.
63
72
3.7
724.
25
23+50
72
3.4
723.
88
72
3.1
723.
50
24+00
72
2.7
723.
20
72
2.4
722.
95
24+50
72
2.1
722.
70
72
1.9
722.
45
25+00
72
1.6
722.
20
72
1.5
721.
99
25+50
72
1.3
721.
87
72
1.1
721.
74
26+00
72
0.8
721.
62
727.35 726.98 726.60 726.23 725.85 725.48 725.10 724.73 724.35 723.98 723.60 723.23 722.85 722.55 722.30 722.05 721.80 721.54 721.34 721.22 721.09 720.97
332LF OF EXIST 24" RCP
G
RA
TE
E
LE
V. 7
23
.9
5'
EX DCB 19
IN
V. O
UT
7
20
.3
4'
IN
V. IN
7
20
.5
3' (E
X C
B 1
8)
G
RA
TE
E
LE
V. 7
23
.8
9'
EX CB 5
IN
V. O
UT
7
18
.8
8'
IN
V. IN
7
19
.1
2' (E
X C
B 4
)
269LF OF EXIST 18" RCP
G
RA
TE
E
LE
V. 7
20
.4
0'
EX DI 5A
IN
V. O
UT
7
17
.3
2'
G
RA
TE
E
LE
V. 7
20
.9
5'
EX CB 6
IN
V. O
UT
7
16
.5
7'
IN
V. IN
7
16
.6
4' (E
X C
B 5
)
IN
V. IN
7
17
.0
7' (E
X D
I 5
A)
21LF OF EXIST 15" RCP
129LF OF EXIST 24" RCP
11LF OF EXIST 12" RCP
G
RA
TE
E
LE
V. 7
22
.3
5'
EX DI 20
IN
V. O
UT
7
18
.9
8'
IN
V. IN
7
19
.0
2' (E
X D
CB
1
9)
244LF OF EXIST 18" RCP
237LF OF EXIST 24" RCP
12LF OF EXIST 18" RCP
EQUAL STA:23+86.26-L1
24+28.02 -L1-
5.00' LT.
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:52:24 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
700
704
708
712
716
720
724
728
732
700
704
708
712
716
720
724
728
732
LEFT EOP ELEV.
RIGHT EOP ELEV.
26+00
72
0.8
721.
62
72
0.6
721.
50
26+50
72
0.4
721.
37
72
0.2
721.
25
27+00
72
0.1
721.
13
72
0.1
721.
05
27+50
72
0.1
720.
97
72
0.2
720.
90
28+00
72
0.2
720.
82
72
0.2
720.
74
28+50
71
9.9
720.
64
71
9.7
720.
45
29+00
71
9.3
720.
16
71
8.8
719.
79
29+50
71
8.3
719.
33
71
7.7
718.
77
30+00
71
7.0
718.
13
71
6.2
717.
40
30+50
71
5.4
716.
58
71
4.4
715.
66
31+00
71
3.5
714.
66
31+25
71
2.5
713.
57
720.84 720.72 720.60 720.48 720.40 720.32 720.25 720.17 720.09 719.99 719.79 719.51 719.14 718.67 718.12 717.48 716.75 715.93 715.01 714.01
82LF OF EXIST 24" RCP
197LF OF EXIST 24" RCP
32LF OF EXIST 15" RCP
20LF OF EXIST 12" RCP
103LF OF EXIST 24" RCP
107LF OF EXIST 24" RCP
G
RA
TE
E
LE
V. 7
19
.9
0'
EX CB 7
IN
V. O
UT
7
15
.8
8'
IN
V. IN
7
15
.9
8' (E
X C
B 6
)
G
RA
TE
E
LE
V. 7
19
.7
7'
EX CB 8
IN
V. O
UT
7
15
.4
7'
IN
V. IN
7
15
.5
5' (E
X C
B 7
)
G
RA
TE
E
LE
V. 7
18
.7
3'
EX CB 9
IN
V. O
UT
7
13
.1
7'
IN
V. IN
7
13
.3
0' (E
X C
B 8
)
G
RA
TE
E
LE
V. 7
16
.0
7'
EX MH 2
IN
V. O
UT
7
10
.8
1'
IN
V. IN
7
12
.1
5' (E
X C
B 9
)
EQUAL STA:30+80.94-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:49:25 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
684
688
692
696
700
704
708
712
716
720
684
688
692
696
700
704
708
712
716
720
LEFT EOP ELEV.
RIGHT EOP ELEV.
EV
CS
: 3
1+
39
.7
2
EV
CE
: 7
12
.8
9
31+25
71
2.5
713.
57
71
1.5
712.
40
71
0.4
711.
21
32+00
70
9.4
710.
02
70
8.3
708.
83
32+50
70
7.1
707.
64
70
6.0
706.
46
33+00
70
4.9
705.
27
70
3.7
704.
08
33+50
70
2.5
702.
89
70
1.2
701.
70
34+00
69
9.8
700.
58
69
8.6
699.
45
34+50
69
7.4
698.
33
69
6.2
697.
20
35+00
69
5.1
696.
08
69
4.0
694.
95
35+50
69
2.9
693.
83
69
1.8
692.
70
36+00
69
0.7
691.
58
36+25
68
9.6
690.
45
711.75
711.37
710.56
710.56
709.37
709.37
708.18
708.19
706.99
707.00
705.81
705.81
704.62
704.62
703.43
703.43
702.26
702.24
701.10
701.05
699.99
699.93
698.89
698.80
697.78
697.68
696.67
696.55
695.57
695.43
694.46
694.30
693.36
693.17
692.25
692.05
691.14
690.92
G
RA
TE
E
LE
V. 7
13
.1
1'
EX DI 10
IN
V. O
UT
7
06
.7
2'
IN
V. IN
7
09
.1
9' (E
X M
H 2
)
211LF OF EXIST 24" RCP
20LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 7
03
.3
7'
EX DI 11
IN
V. O
UT
6
99
.4
2'
IN
V. IN
6
99
.4
5' (E
X D
I 1
0)
37LF OF EXIST 15" RCP
318LF OF EXIST 24" RCP
10LF OF EXIST 18" RCP
G
RA
TE
E
LE
V. 6
93
.1
9'
EX DI 22
IN
V. O
UT
6
89
.8
6'
G
RA
TE
E
LE
V. 6
92
.2
2'
EX CB 23
IN
V. O
UT
6
88
.5
4'
IN
V. IN
6
88
.7
7' (E
X D
I 2
2)
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:40:01 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
664
668
672
676
680
684
688
692
696
700
664
668
672
676
680
684
688
692
696
700
LEFT EOP ELEV.
RIGHT EOP ELEV.
125.00' VC
PVI STA. = 39+37.17
PVI ELEV. = 677.97
A.D. = 1.57%
K = 79.51
BV
CS
: 3
8+
74
.6
7
BV
CE
: 6
80
.4
7
EV
CS
: 3
9+
99
.6
7
EV
CE
: 6
76
.4
6
36+25
68
9.6
690.
45
36+50
68
8.6
689.
45
68
7.6
688.
45
37+00
68
6.6
687.
45
68
5.7
686.
45
37+50
68
4.7
685.
45
68
3.7
684.
45
38+00
68
2.7
683.
45
68
1.7
682.
45
38+50
68
0.7
681.
45
67
9.8
680.
46
39+00
67
8.8
679.
50
67
8.2
678.
62
39+50
67
7.6
677.
82
67
6.9
677.
09
40+00
67
6.3
676.
45
67
5.7
675.
84
40+50
67
5.1
675.
24
67
4.4
674.
63
41+00
67
3.8
674.
02
67
3.2
673.
42
41+50
67
2.6
672.
81
689.01
688.79
688.01
687.79
687.01
686.79
686.01
685.79
685.01
684.79
684.01
683.79
683.01
682.79
682.01
681.79
681.01
680.79
680.02
679.80
679.06
678.86
678.18
677.98
677.16
677.19
676.65
676.49
675.51
675.86 675.27 674.68 674.09 673.51 672.92
186LF OF EXIST 18" RCP
187LF OF EXIST 24" RCP
72LF OF EXIST 12" CMP
137LF OF EXIST 18" RCP
25LF OF EXIST 15" RCP
75LF OF EXIST 15" RCP
32LF OF EXIST 18" RCP
68LF OF EXIST 18" RCP
26LF OF EXIST 15" RCP
136LF OF EXIST 15" RCP
107LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 6
88
.6
2'
EX DI 12
IN
V. O
UT
6
84
.6
1'
IN
V. IN
6
84
.7
0' (E
X D
I 1
1)
G
RA
TE
E
LE
V. 6
86
.1
9'
EX DI 23A
IN
V. O
UT
6
82
.9
1'
G
RA
TE
E
LE
V. 6
84
.5
1'
EX CB 24
IN
V. O
UT
6
81
.1
3'
IN
V. IN
6
81
.1
3' (E
X C
B 2
3)
IN
V. IN
6
81
.0
2' (E
X D
I 2
3A
)
G
RA
TE
E
LE
V. 6
82
.3
1'
EX MH 3
IN
V. O
UT
6
78
.2
5'
IN
V. O
UT
6
78
.7
4'
IN
V. IN
6
78
.3
9' (E
X D
I 1
2)
G
RA
TE
E
LE
V. 6
79
.7
0'
EX DI 13
IN
V. O
UT
6
75
.7
5'
IN
V. IN
6
76
.6
2' (E
X M
H 3
)
G
RA
TE
E
LE
V. 6
73
.6
5'
EX DI 28
IN
V. O
UT
6
70
.1
9'
G
RA
TE
E
LE
V. 6
77
.9
5'
EX CB 26
IN
V. O
UT
6
74
.4
2'
IN
V. IN
6
74
.6
2' (E
X C
B 2
5)
6
9
0
6
9
2
6
8
8
EQUAL STA:38+92.12-L1
38+59.52 -L1-
5.50' LT.
IDL
EW
ILD
RO
AD
WID
EN
ING
Tuesday, October 25, 2011 4:03:26 PM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
648
652
656
660
664
668
672
676
680
648
652
656
660
664
668
672
676
680
LEFT EOP ELEV.
RIGHT EOP ELEV.
100.00' VC
PVI STA. = 43+41.42
PVI ELEV. = 668.17
A.D. = -1.58%
K = 63.43
BV
CS
: 4
2+
91
.4
2
BV
CE
: 6
69
.3
9
EV
CS
: 4
3+
91
.4
2
EV
CE
: 6
66
.1
7
41+50
67
2.6
672.
81
67
2.1
672.
21
42+00
67
1.4
671.
60
67
0.8
671.
00
42+50
67
0.2
670.
39
66
9.6
669.
78
43+00
66
8.8
669.
17
66
8.1
668.
48
43+50
66
7.4
667.
69
66
6.7
666.
81
44+00
66
5.8
665.
83
66
4.9
664.
83
44+50
66
3.9
663.
83
66
2.9
662.
83
45+00
66
1.8
661.
83
66
0.8
660.
83
45+50
65
9.8
659.
83
65
8.8
658.
83
46+00
65
7.9
657.
87
65
6.9
656.
92
46+50
65
6.0
655.
97
46+75
65
5.0
655.
02
671.74 671.16 670.56 669.95 669.34 668.73 668.04 667.47 666.37 665.89
G
RA
TE
E
LE
V. 6
62
.1
0'
EX CB 31
IN
V. O
UT
6
57
.9
7'
IN
V. IN
6
58
.0
5' (E
X C
B 3
0)
IN
V. IN
6
58
.2
1' (E
X C
B 3
0B
)
163LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 6
72
.3
5'
EX CB 29
IN
V. O
UT
6
68
.7
5'
IN
V. IN
6
69
.2
7' (E
X D
I 2
8)
G
RA
TE
E
LE
V. 6
66
.8
2'
EX CB 30
IN
V. O
UT
6
63
.1
7'
IN
V. IN
6
63
.1
8' (E
X C
B 2
9)
G
RA
TE
E
LE
V. 6
65
.9
0'
EX CB 30A
IN
V. O
UT
6
61
.9
2'
120LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 6
64
.6
2'
EX CB 30B
IN
V. O
UT
6
60
.9
7'
IN
V. IN
6
61
.2
4' (E
X C
B 3
0A
)
24LF OF EXIST 18" RCP
146LF OF EXIST 18" RCP
219LF OF EXIST 24" RCP
150LF OF 15" RCP
100LF OF 15" RCP
27LF OF 15" RCP
EQUAL STA:45+94.17-L1
EQUAL STA:43+97.28-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:28:13 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
632
636
640
644
648
652
656
660
664
632
636
640
644
648
652
656
660
664
LEFT EOP ELEV.
RIGHT EOP ELEV.
46+75
65
5.0
655.
02
47+00
65
4.1
654.
06
65
3.2
653.
19
47+50
65
2.3
652.
31
65
1.4
651.
44
48+00
65
0.6
650.
57
64
9.6
649.
6048+50
64
8.7
648.
64
64
7.7
647.
71
49+00
64
6.6
646.
81
64
5.8
645.
95
49+50
64
4.9
645.
11
64
4.1
644.
30
50+00
64
3.3
643.
53
64
2.7
642.
78
50+50
64
2.0
642.
07
64
1.3
641.
39
51+00
64
0.6
640.
73
63
9.9
640.
11
51+50
63
9.4
639.
52
63
8.8
638.
96
52+00
63
8.4
638.
43
G
RA
TE
E
LE
V. 6
53
.2
4'
EX MH 32
IN
V. O
UT
6
49
.4
1'
IN
V. IN
6
49
.2
7' (E
X C
B 3
1)
158LF OF EXIST 24" RCP
G
RA
TE
E
LE
V. 6
48
.0
6'
EX CB 33
IN
V. O
UT
6
43
.4
4'
IN
V. IN
6
43
.3
9' (E
X M
H 3
2)
G
RA
TE
E
LE
V. 6
46
.5
0'
EX CB 33A
IN
V. O
UT
6
43
.2
7'
G
RA
TE
E
LE
V. 6
45
.7
9'
EX CB 33B
IN
V. O
UT
6
42
.1
8'
IN
V. IN
6
42
.4
4' (E
X C
B 3
3A
)
70LF OF EXIST 24" RCP
24LF OF EXIST 15" RCP
198LF OF EXIST 24" RCP
25LF OF EXIST 18" RCP
1
7
1
L
F
O
F
E
X
I
S
T
3
0
"
R
C
P
G
RA
TE
E
LE
V. 6
39
.1
6'
EX MH 37
IN
V. O
UT
6
33
.3
7'
IN
V. IN
6
33
.5
1' (E
X C
B 3
5)
IN
V. IN
6
34
.5
8' (E
X C
B 3
6)
G
RA
TE
E
LE
V. 6
39
.5
8'
EX CB 35
IN
V. O
UT
6
34
.0
9'
IN
V. IN
6
34
.9
4' (E
X M
H 3
4)
G
RA
TE
E
LE
V. 6
39
.9
6'
EX CB 36
IN
V. O
UT
6
34
.5
8'
EQUAL STA:51+55.58-L1
EQUAL STA:49+04.05-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:31:38 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
620
624
628
632
636
640
644
620
624
628
632
636
640
644
LEFT EOP ELEV.
RIGHT EOP ELEV.
52+00
63
8.4
638.
43
63
7.9
637.
93
52+50
63
7.5
637.
47
63
7.1
637.
03
53+00
63
6.6
636.
62
63
6.0
636.
25
53+50
63
5.7
635.
90
63
5.4
635.
59
54+00
63
5.0
635.
31
63
4.8
635.
05
54+50
63
4.6
634.
83
63
4.4
634.
64
55+00
63
4.2
634.
48
63
4.3
634.
35
55+50
63
4.2
634.
25
63
4.2
634.
17
56+00
63
4.2
634.
23
63
4.2
634.
30
56+50
63
4.2
634.
38
63
4.2
634.
46
57+00
63
4.4
634.
53
57+17.11
63
4.6
634.
58
633.19 633.36 633.52 633.79 633.87 633.97 634.07 634.17
G
RA
TE
E
LE
V. 6
36
.5
9'
EX CB 38
IN
V. O
UT
6
33
.5
1'
67LF OF EXIST 15" RCP
29LF OF EXIST 54" RCP
23LF OF EXIST 15" RCP
142LF OF EXIST 54" RCP
75LF OF EXIST 15" RCP
G
RA
TE
E
LE
V. 6
33
.7
1'
102
IN
V. O
UT
6
23
.7
8'
G
RA
TE
E
LE
V. 6
32
.0
9'
100
IN
V. O
UT
6
22
.8
1'
IN
V. IN
6
23
.0
3' (9
9)
IN
V. IN
6
23
.2
8' (1
02
)
G
RA
TE
E
LE
V. 6
32
.5
0'
99
IN
V. O
UT
6
27
.8
9'
IN
V. IN
6
28
.2
5' (E
X C
B 3
8)
105LF OF 15" RCP @ 0.50%
94LF OF 15" RCP @ 0.50%
3
6
L
F
O
F
1
5
"
R
C
P
@
0
.
5
0
%
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 7:35:45 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
628
632
636
640
644
648
652
656
660
664
628
632
636
640
644
648
652
656
660
664
LEFT EOP ELEV.
RIGHT EOP ELEV.
5
.9
0
%
275.00' VC
PVI STA. = 58+56.16
PVI ELEV. = 635.01
A.D. = 5.60%
K = 49.10
BV
CS
: 5
7+
18
.6
6
BV
CE
: 6
34
.5
9
EV
CS
: 5
9+
93
.6
6
EV
CE
: 6
43
.1
2
100.00' VC
PVI STA. = 61+64.51
PVI ELEV. = 653.21
A.D. = -1.00%
K = 99.84
BV
CS
: 6
1+
14
.5
1
BV
CE
: 6
50
.2
6
EV
CS
: 6
2+
14
.5
1
EV
CE
: 6
55
.6
6
63
4.6
634.
61
57+50
63
4.9
634.
78
63
5.2
635.
08
58+00
63
5.5
635.
51
63
5.9
636.
06
58+50
63
6.5
636.
74
63
7.5
637.
55
59+00
63
8.4
638.
49
63
9.5
639.
55
59+50
64
0.6
640.
74
64
2.0
642.
06
60+00
64
3.5
643.
50
64
5.0
644.
98
60+50
64
6.5
646.
45
64
8.0
647.
93
61+00
64
9.4
649.
40
65
0.8
650.
87
61+50
65
2.2
652.
29
65
3.5
653.
65
62+00
65
4.8
654.
94
65
6.1
656.
18
62+50
65
7.3
657.
40
634.23
634.27
634.44
634.44
634.74
634.74
635.17
635.20
635.72
635.90
636.40
636.72
637.21
637.68
638.15
638.76
639.13
639.97
640.17
641.31
641.29
642.82
642.52
644.48
643.80
646.15
645.22
647.68
646.68
649.17
648.14
650.65
649.61
652.13
651.03
653.55
652.39
654.91
653.68
656.20
654.92
657.44
656.14
658.66
27LF OF EXIST 15" RCP
79LF OF EXIST 18" RCP
EQUAL STA:61+02.06-L1
E
Q
U
A
L
S
T
A
:
6
3
+
1
4
.
1
1
-
L
1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 8:59:06 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
652
656
660
664
668
672
676
680
684
688
652
656
660
664
668
672
676
680
684
688
LEFT EOP ELEV.
RIGHT EOP ELEV.
4
.9
0
%
657.37
659.89
658.59
661.12
659.82
662.34
661.04
663.57
662.27
664.79
663.50
666.02
664.72
667.24
665.95
668.47
667.18
669.70
668.40
670.92
669.63
672.15
670.85
673.37
672.08
674.60
673.31
675.83
674.54
677.05
675.76
678.28
676.99
679.50
678.18
680.69
679.27
681.78
680.26
682.77
681.15
683.65
72LF OF EXIST 18" RCP
28LF OF EXIST 15" RCP
28LF OF EXIST 15" RCP
2
5
L
F
O
F
E
X
IS
T
1
5
" R
C
P
62+50
65
7.3
657.
40
65
8.6
658.
63
63+00
65
9.9
659.
86
66
1.2
661.
08
63+50
66
2.3
662.
31
66
3.5
663.
53
64+00
66
4.7
664.
76
66
5.9
665.
99
64+50
66
7.1
667.
21
66
8.4
668.
44
65+00
66
9.5
669.
66
67
0.6
670.
89
65+50
67
1.8
672.
11
67
3.0
673.
34
66+00
67
4.3
674.
57
67
5.7
675.
79
66+50
67
6.9
677.
02
67
8.2
678.
24
67+00
67
9.3
679.
43
68
0.4
680.
52
67+50
68
1.5
681.
51
67+75
68
2.4
682.
39
EQUAL STA:63+14.11-L1
E
Q
U
A
L
S
T
A
:
6
8
+
5
8
.
5
9
-
L
1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 10:10:41 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
668
672
676
680
684
688
692
696
700
704
668
672
676
680
684
688
692
696
700
704
LEFT EOP ELEV.
RIGHT EOP ELEV.
2.40%
4
.1
5
%
4
.6
5
%
140.00' VC
PVI STA. = 69+04.25
PVI ELEV. = 685.77
A.D. = 1.75%
K = 80.11
BV
CS
: 6
8+
34
.2
5
BV
CE
: 6
84
.0
9
EV
CS
: 6
9+
74
.2
5
EV
CE
: 6
88
.6
7
67+75
68
2.4
682.
39
68+00
68
3.2
683.
18
68
3.9
683.
86
68+50
68
4.5
684.
48
68
5.1
685.
17
69+00
68
5.9
685.
94
68
6.7
686.
78
69+50
68
7.6
687.
70
68
8.6
688.
70
70+00
68
9.6
689.
74
69
0.6
690.
77
70+50
69
1.6
691.
81
69
2.5
692.
85
71+00
69
3.7
693.
98
69
5.0
695.
14
71+50
69
6.1
696.
30
69
7.2
697.
46
72+00
69
8.2
698.
59
69
9.1
699.
61
72+50
70
0.0
700.
53
70
0.7
701.
35
73+00
70
1.4
702.
07
681.94
684.44
682.62
685.12
683.25
685.74
683.94
686.43
684.70
687.20
685.55
688.04
686.48
688.96
687.55
689.94
688.71
690.80
689.87
691.66
691.03
692.52
692.19
693.37
693.35
694.32
694.51
695.31
695.67
696.29
696.82
697.27
697.99
698.21
699.14
699.19
699.85
700.11
700.70
700.93
701.50
701.65
26LF OF EXIST 15" RCP
EQUAL STA:68+58.59-L1
EQUAL STA:72+53.26-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 10:08:14 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
692
696
700
704
708
712
716
692
696
700
704
708
712
716
LEFT EOP ELEV.
RIGHT EOP ELEV.
1.00%
E
V
C
S
: 74+
03.13
E
V
C
E
: 703.97
120.00' VC
PVI STA. = 76+41.21
PVI ELEV. = 706.35
A.D. = -1.92%
K = 62.60
HIGH POINT ELEV. = 706.07
HIGH POINT STA. = 76+43.97
BV
CS
: 7
5+
81
.2
1
BV
CE
: 7
05
.7
5
EV
CS
: 7
7+
01
.2
1
EV
CE
: 7
05
.8
1
73+00
70
1.4
702.
07
70
1.9
702.
69
73+50
70
2.4
703.
21
70
2.9
703.
62
74+00
70
3.4
703.
94
70
3.8
704.
19
74+50
70
4.2
704.
44
70
4.5
704.
69
75+00
70
4.9
704.
94
70
5.1
705.
19
75+50
70
5.3
705.
44
70
5.5
705.
69
76+00
70
5.7
705.
91
70
6.0
706.
04
76+50
70
6.1
706.
06
70
5.9
705.
99
77+00
70
5.7
705.
82
70
5.6
705.
59
77+50
70
5.4
705.
36
70
5.1
705.
13
78+00
70
4.8
704.
90
78+25
70
4.6
704.
67
702.27
702.27
702.79
702.79
703.20
703.20
703.52
703.51
703.77
703.77
704.02
704.02
704.27
704.27
704.52
704.52
704.77
704.77
705.02
705.02
705.27
705.27
705.49
705.49
705.62
705.62
705.64
705.64
705.57
705.57
705.40
705.40
705.17
705.17
704.94
704.94
704.71
704.71
704.48
704.48
704.25
704.25
17LF OF EXIST 15" RCP
16LF OF EXIST 15" RCP
27LF OF EXIST 15" RCP
43LF OF EXIST 15" RCP
EQUAL STA:75+79.77-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 10:06:13 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
692
696
700
704
708
712
716
692
696
700
704
708
712
716
LEFT EOP ELEV.
RIGHT EOP ELEV.
-0.91%
0.30%
100.00' VC
PVI STA. = 80+91.49
PVI ELEV. = 702.24
A.D. = 1.22%
K = 82.15
LOW POINT ELEV. = 702.35
LOW POINT STA. = 81+16.61
BV
CS
: 8
0+
41
.4
9
BV
CE
: 7
02
.6
9
EV
CS
: 8
1+
41
.4
9
EV
CE
: 7
02
.3
9
78+25
70
4.6
704.
67
78+50
70
4.5
704.
44
70
4.2
704.
22
79+00
70
4.0
703.
99
70
3.6
703.
76
79+50
70
3.5
703.
53
70
3.3
703.
30
80+00
70
2.9
703.
07
70
2.6
702.
84
80+50
70
2.5
702.
62
70
2.3
702.
46
81+00
70
2.1
702.
37
70
2.0
702.
35
81+50
70
2.0
702.
41
70
2.0
702.
49
82+00
70
2.1
702.
56
70
2.1
702.
64
82+50
70
2.2
702.
72
70
2.3
702.
81
83+00
70
2.6
702.
95
83+25
70
3.0
703.
12
704.02
704.02
703.80
703.80
703.57
703.57
703.34
703.34
703.11
703.11
702.88
702.81
702.65
702.56
702.42
702.42
702.20
702.17
702.04
701.83
701.95
701.74
701.93
701.90
701.99
701.98
702.07
702.01
702.14
702.03
702.22
702.15
702.30
702.29
702.39
702.36
702.53
702.46
702.70
702.68
25LF OF EXIST 15" RCP
134LF OF EXIST 30" RCP
54LF OF EXIST 24" RCP
39LF OF EXIST 15" RCP
54LF OF EXIST 18" RCP
26LF OF EXIST 15" RCP
20LF OF EXIST 15" RCP
25LF OF EXIST 12" RCP
17LF OF EXIST 12" RCP
EQUAL STA:80+51.76-L1
EQUAL STA:80+93.65-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 9:52:54 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
688
692
696
700
704
708
712
716
720
688
692
696
700
704
708
712
716
720
LEFT EOP ELEV.
RIGHT EOP ELEV.
1.4
0%
100.00' VC
PVI STA. = 87+53.16
PVI ELEV. = 708.80
A.D. = 1.01%
K = 98.73
BV
CS
: 8
7+
03
.1
6
BV
CE
: 7
08
.1
1
EV
CS
: 8
8+
03
.1
6
EV
CE
: 7
10
.0
0
83+25
70
3.0
703.
12
70
3.3
703.
33
70
3.6
703.
59
84+00
70
3.9
703.
88
70
4.2
704.
21
84+50
70
4.5
704.
56
70
4.9
704.
9185+00
70
5.2
705.
26
70
5.6
705.
61
85+50
70
5.9
705.
96
70
6.3
706.
31
86+00
70
6.7
706.
66
70
7.1
707.
01
86+50
70
7.3
707.
37
70
7.5
707.
72
87+00
70
7.8
708.
07
70
8.1
708.
44
87+50
70
8.7
708.
87
70
9.2
709.
37
88+00
70
9.8
709.
93
71
0.5
710.
52
88+50
71
1.1
711.
12
702.91
702.91
703.17
703.17
703.46
703.39
703.79
703.74
704.14
704.12
704.49
704.42
704.84
704.71
705.19
705.05
705.54
705.44
705.89
705.82
706.24
706.19
706.62
706.56
707.15
706.95
707.68
707.30
708.21
707.65
708.76
708.02
709.38
708.36
710.05
708.68
710.76
709.08
711.36
709.68
711.96
709.95
70LF OF EXIST 15" RCP
20LF OF EXIST 12" RCP
30LF OF EXIST 12" RCP
68LF OF EXIST 18" RCP
22LF OF EXIST 15" RCP
24LF OF EXIST 15" RCP
26LF OF EXIST 15" RCP
EQUAL STA:83+93.38-L1
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 9:44:59 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
700
704
708
712
716
720
724
728
700
704
708
712
716
720
724
728
LEFT EOP ELEV.
RIGHT EOP ELEV.
1.8
0%
2.4
0%
88+50
71
1.1
711.
12
71
1.7
711.
72
89+00
71
2.3
712.
32
71
2.8
712.
92
89+50
71
3.4
713.
52
71
4.1
714.
12
90+00
71
4.7
714.
72
71
5.1
715.
17
90+50
71
5.6
715.
62
71
6.1
716.
07
91+00
71
6.5
716.
52
71
6.9
716.
98
91+50
71
7.4
717.
43
71
7.9
717.
88
92+00
71
8.3
718.
33
71
8.7
718.
78
92+50
71
9.2
719.
23
71
9.7
719.
68
93+00
72
0.1
720.
23
72
0.6
720.
78
93+50
72
1.1
721.
33
93+75
72
1.7
721.
88
712.56 713.16 713.76 714.36 714.96 715.56 716.01 716.46 716.91 717.36 717.81 718.27 718.72 719.17 719.62 720.07 720.53 721.07 721.62 722.17 722.72
104LF OF EXIST 24" RCP
40LF OF EXIST 18" RCP
G
RA
TE
E
LE
V. 7
08
.5
3'
162IN
V. O
UT
7
03
.9
1'
IN
V. IN
7
03
.9
1' (C
B#
16
1)
10LF OF EXIST 18" RCP
G
RA
TE
E
LE
V. 7
08
.9
3'
161
IN
V. O
UT
7
03
.9
6'
32LF
OF
15"
RC
P
27LF OF EXIST 15" RCP
63LF OF EXIST 24" RCP
45LF OF EXIST 24" RCP
G
RA
TE
E
LE
V. 7
19
.0
0'
173
IN
V. O
UT
7
07
.9
3'
IN
V. IN
7
13
.4
2' (C
B#
17
2)
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 9:43:09 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y
712
716
720
724
728
732
736
712
716
720
724
728
732
736
LEFT EOP ELEV.
RIGHT EOP ELEV.
2.2
0%
72
2.3
722.
43
72
2.9
722.
98
94+50
72
3.5
723.
53
72
4.0
724.
08
95+00
72
4.5
724.
63
72
5.0
725.
18
95+50
72
5.6
725.
73
72
6.2
726.
28
96+00
72
6.7
726.
84
72
7.3
727.
39
96+50
72
7.9
723.27 723.82 724.37 724.92 725.47 726.02 726.57 727.12 727.68
28LF OF EXIST 12" RCP
63LF OF EXIST 18" RCP
IDL
EW
ILD
RO
AD
WID
EN
ING
Wednesday, October 26, 2011 9:33:16 AM
FIN
AL D
RAW
ING
For R
evie
w P
urpo
ses
Onl
y