M A T C H L IN E S T A . 1 5 C + 0 0 EVIRD NEMRAC

Transcription

PROJECT NUMBER
OFFSET
10C+01.88
31' LT
D
20'
C
9C+99.82
31' RT
DELTA
P.C. STA. = 10C+91.95
P.T. STA. = 20C+12.18
9
2
.
4
1
'
N
DRAI
56 LT
30.
P.
.
1"I
29
7.
13C+8
AI
N
DR
SAN
C
3
1
'
9
3
.
0
1
1
5
6
+
1"I
.
P.
2
2
+
+44
1
4
0
.
1
3
'
5938
CAROL J COPET
5912
JOHNNY D &
JUDY A BARTON
#1517 CARMEN DR
120.08' FRONT (CARMEN)
125.42' SIDE (DEBRA)
RADIUS POINTS (TO E.O.P.)
CHAIN
STATION
OFFSET
20'
C
12C+72.65
31' RT
20'
C
13C+32.65
31' RT
RADIUS
B
"
10
#1509 CARMEN DR
29.91' SIDE (REV. FRONTAGE; CARMEN)
6"
42'
125.
30'
110.
NOTES:
0
0
.
0
0
D+
0
2
A.
PCST
NE
DEBRA LA
PROPOSED
60 LF 12" SICPP
12C+73.75 TO 13C+32.50
+25, 20' RT
B
CULVERT PIPE CHECKS SHALL BE INSTALLED IN
UPSTREAM END OF ALL CULVERTS.
'
8
0
.
0
2
1
CP3
12"
ALL DRIVEWAY CULVERTS ON CARMEN DRIVE
SHALL BE 12" SICPP UNLESS NOTED OTHERWISE.
4
8
+
+68
CS
WV
12"
11C+38
.
34
29.
66 RT
4
7
.
6
0
'
CS
7
8
+
20D
+93.9
24.2' RT
5
9
+
6
7
+
F53
10'
30"
#
1
5
0
1CARMENDR
1
1
0
.
0
0
'
F
RONT
3
0
.
0
1
'
SI
DE(
REV.
F
RONT
AGE)
C
5
1
C
4
1
CARMEN
DRI
VE
5939
RONAL
DP&
T
AMMI
EM F
EI
T
2
8
+
8
5
+
'
0
1
.
0
2
1
NG
I
ST
EXI
NC.
"CO
8
EXI
ST
I
NG
8
"
CONC.
1
2
C
30'
2"I
.
P.
9C+9
9.
81
30.
04 RT
+
3
8
UPHA
M ST
REET
28 LT
30.
PPED)
BADLY TI
(
9'
+
1
2
110.
00'
SAN
+
8
7
11'
+
9
4
'
0
1
.
0
2
1
2
6
+
1
1
C
STA. 9C+80.84
18"
16"
#1520 CARMEN DR
120.10' FRONT
15"
1
4
+
+
6
0
3' SHLD
BEGIN PROJECT
1
2
0
.
1
0
'
+41, 21' LT
15"
HYD NW COR UPHAM & CARMEN
P.
.
1"I
21
.
+48
14C
T
76 R
29.
EXI
ST
I
NG
8
"
CONC.
11'
1
0
C
WV
+62, 20' LT
P.
.
1"I
92
12C+62.
4
5
.
3
3
'
CS
1205.23
+00
5C
A.1
ST
SAN
MAG NAIL STA. 12C+91.58, 21.86' RT
BM 459
5454
CAROL J MORGAN
DRAIN TILE, TYP.
+
9
2
MAG NAIL STA. 9C+60.75, 15.00' LT
1210.24
0
0
.
0
0
D+
9
1
A.
POBST
= N.C.
+10, 21' LT
F52
#1508 CARMEN DR
120.10' FRONT
30'
2"I
.
P.
10C+
01.
23
31.
28 LT
= 900.00
S.E.
9
0
.
5
8
'
CP2
R
5452
SHIRLEY J MARVIN
1205.61
CP 3
NE
LI
CONNECT TO EXISTING DRAIN TILE
(STUBBED OUT TO CULVERT END)
OR TO EXISTING DRAIN TILE UNDER
NORTH DITCH LINE OF UPHAM STREET
#1500 CARMEN DR
135.91' FRONT
= 920.23
CP 2
H
TC
MA
EXISTING
DRAIN TILE
L
#1514 CARMEN DR
120.10' FRONT
19D
5451
TAMMIE FEIT
'GUARDIAN'
= 504.89
2"I
.
P.
60 FEET
5453
FRANCES A WEIGEL
T
PCST
A.10
C+91
.
95
40
STATION
C
109
.
05'
20
P.I. STA. = 15C+96.84(A)
CHAIN
20'
RADIUS
SHEET NO.
312183
11C+38
.
39
31.
27 LT
EXI
STI
NG
8"C
ON
C.
0
CURVE C1 DATA
NET � LENGTH STA. 9C+80.84 TO 15C+00 = 519.16 LF
C
L DEBRA LANE
1212
1212
1210
1210
13C+62
1208.96
C
L UPHAM STREET
1208
1208
4/
18/
2014
EXISTING � PROFILE
1206
PLOTTED ON:
1204
PROPOSED DITCH
PROFILE LT
C
L DEBRA LANE
EXISTING DITCH
PROFILE LT
9C+92.23
1202.97
PROPOSED DRAIN TILE IS 1' BELOW
DITCH UNLESS SHOWN OTHERWISE.
1212
VPT 13C+25
1210.99
VPI 13C+00
1210.77
VPC 12C+75
1210.26
%
2
6
.
1
+
%
5
8
.
0
+
%
5
0
.
2
+
1210
PROPOSED � PROFILE
PROJ. NO.
MILL-IN-PLACE WITH DITCHING
CARMEN DRIVE, DEBRA LANE,
AND RENEE LANE
VPI 11C+00
1206.67
F:\Home\PW\CAD\FILES\3583\3583_501.dgn
PROPOSED RT DITCH
EXISTING DITCH
PROFILE RT
DESIGNED -
JAM
DRAWN -
SPM
DATE -
04/18/2014
3583
11C
12C
13C
14C
1210.
13
1210.
13
1209.
92
1209.
92
1209.
71
1209.
71
1209.
50
1209.
50
1209.
28
1209.
28
1209.
07
1209.
07
1208.
86
1208.
77
1208.
36
1208.
26
1207.
96
1207.
91
1207.
55
1207.
48
1207.
15
1207.
04
1206.
74
1206.
61
1206.
34
1206.
18
1205.
93
1205.
75
1205.
53
1205.
31
1205.
12
1204.
88
1204.
72
1204.
45
1204.
31
1204.
02
1203.
91
1203.
65
%
3
7
.
1
+
1203.
50
1203.
35
1202.
97
%
0
2
.
1
+
10C
FILE NAME:
PROPOSED LT DITCH
10C+38
1203.81
9C+93.91
1203.28
1208
CITY OF MARSHFIELD, WISCONSIN
%
5
0
.
2
+
%
5
8
.
0
+
1206
312183
DEPARTMENT OF PUBLIC WORKS, ENGINEERING DIVISION
PROPOSED DITCH
PROFILE RT
9C+80.84
1205..66
1204
%
5
8
.
0
+
%
0
4
.
1
+
%
3
7
.
1
+
50' V.C.
VPC 10C+75
1206.46
%
0
4
.
1
+
12C+73.75
1207.89
1208.
61
1208
13C+32.50
1208.71
50' V.C.
VPT 11C+25
1207.19
C
L UPHAM STREET
1203.
28
1203.
10
3:
07:
10 PM
%
2
6
.
1
+
%
5
8
.
0
+
15C
1206
1204
PROJECT NUMBER
SHEET NO.
312183
5455
TINA M MACHTAN &
BJORN B HELGESON
#1530 CARMEN DR
125.11' FRONT
1"I
.
P
15C .
+
30. 11.
61
02
LT
#1524 CARMEN DR
120.10' FRONT
5457
VICKI M MAGUIRE
#1532 CARMEN DR
100.00' FRONT
40.15' SIDE (REV. FRONTAGE)
1"I
.
P.
+
5
6
WV
WV
16C+24.38
31' RT
30'
1
5
3
.
1
6
'
'
6
1
.
3
5
1
DRAIN
+27, 20' RT
5910
MELVIN E &
DOLORES A SCHMIDT
5909
AUDREY M
TRUDEAU 'TOD'
NOTES:
ALL DRIVEWAY CULVERTS ON CARMEN DRIVE
#1531 CARMEN DR
150.29' FRONT
#1537 CARMEN DR
120.26' FRONT
NET � LENGTH STA. 15C+00 TO 19C+10.71 = 410.71 LF
CURVE C1 DATA
P.I. STA. = 15C+96.84(A)
D
DELTA
T
= 504.89
L
= 920.23
R
= 900.00
P.C. STA. = 10C+91.95
VE
I
C
4
4
+
7
1
+
DR
20'
+27
NG
I
ST
I
.
EX O NC
NG
C
I
8"
ST
I
EX RCP
"
18
31' RT
CP5
78'
.
119
OFFSET
15C+48.03
3' SHLD
+03, 21' RT
32'
150.
STATION
C
F55
18C
RA
SHA
W AU
30'
110.
CHAIN
C
0
2
+60
15"
20'
C
9
1
10'
NG
STI
EXI
8"PVC
UE
AVEN
JEAN
#1523 CARMEN DR
110.27' FRONT
+03
CS
PROPOSED
70 LF 12" SICPP
15C+50 TO 16C+18.50
NG
I
ST
.
I
EX ONC
"C
8
WV
+
1
1
CP4
8" CONC.
1"I
.
P.
17C+64.
91
29.
94 RT
DRAI
N
2"I
.
P.
15C
+55
.
03
29.
94 R
T
+
6
2
5911
SHARON SCHREINER
RADIUS
1
7
C
CARM
ENDR
I
VE
HYD SW COR CARMEN & WAUSHARA
SAN
1
5
+
11'
1
1
0
.
3
9
'
11'
8" CONC.
F54
EXISTING
1219.03
M
ST
6
7
+
+
8
3
EXISTING
CUT
X98
12.
19C+
00 RT
30.
1
6
C
SAN
HYD SE COR JEAN & CARMEN
BM 542
M
ST
NG
I
ST
I
EX RCP
5"
1
30'
MA
TC
H
+9
5
15"
'
1
8
.
9
3
1
10'
CS
43 LT
30.
DRAIN TILE, TYP.
1
2
5
.
1
1
'
CUT
X64
0.
19C+1
CS
17C+65.
54
30.
64 LT
(
BADLY TI
PPED)
+
5
8
1"I
.
P.
LI
NE
EX
I
S
8" TI
CO NG
NC
.
16C+
35.
68
29.
85 LT
1
5
C
1214.70
NG
STI
EXI
8"CONC.
24"
+
3
5
MAG NAIL STA. 19C+02.34, 11.19' RT
BM 785
STA. 19C+10.71
DR
24"
1
2
0
.
1
0
'
MAG NAIL STA. 15C+73.64, 29.66' RT
1215.79
END PROJECT
AI
N
12"
1212.06
CP 5
18
.
+12
60 FEET
CP 4
20C
TA.
PTS
40
NG
STI
EXI
15"RCP
ST
A.
15C
20
39'
100.
+00
0
5456
CHARLES & DELORES SCHUELLER 'TOD'
BRIAN SCHUELLER & LINDA WEBER
P.T. STA. = 20C+12.18
S.E.
= N.C.
C
L WAUSHARA DRIVE
1216
1216
19C+12
1215.42
C
L JEAN AVENUE
%
00
.
+5
18C+76
1213.62
1214
1214
%
00
.
+5
16C+83
1211.69
EXISTING DITCH
PROFILE LT
1212
1212
%
0
0
.
1
+
%
5
8
.
0
+
PROPOSED DITCH
PROFILE LT
1210
C
L WAUSHARA DRIVE
19C+10.71
1216.17
1216
C
L JEAN AVENUE
1214
VPT 18C+00
1214.39
VPI 16C+75
1213.96
VPC 16C+50
1213.75
VPT/VPC 17C+00
1213.84
%
5
7
.
2
+
50' V.C.
15C+50
1210.56
%
0
0
.
1
+
%
5
7
.
2
+
1212
%
0
0
.
1
+
%
0
5
.
0
+
%
0
5
.
0
+
%
5
8
.
0
+
VPI 17C+50
1213.59
17C+03
1211.32
EXISTING DITCH
PROFILE RT
1214
18C+44
1212.73
%
1
6
.
1
+
0
.
5
0
%
1212
19C+12
1214.60
100' V.C.
0
.
5
0
%
%
5
8
.
0
+
PROPOSED DITCH
PROFILE RT
1210
1210
PROPOSED LT DITCH
PROPOSED RT DITCH
15C
FILE NAME:
16C
17C
18C
19C
1214.
60
1215.
42
1214.
27
1214.
82
1213.
59
1213.
61
1212.
90
1213.
36
1212.
54
1213.
11
1212.
29
1212.
86
1212.
04
1212.
61
1211.
79
1212.
36
1211.
54
1212.
11
1211.
31
1211.
86
1211.
18
1211.
62
1211.
06
1211.
41
1210.
93
1211.
20
1210.
81
1210.
98
1210.
68
1210.
77
1210.
56
1210.
56
1210.
35
1210.
35
1208
1210.
13
1208
1210.
13
PLOTTED ON:
4/
18/
2014
3:
07:
12 PM
%
0
0
.
1
+
20C
35832
14C
D
20D+01.72
31' RT
5914
DENNIS J &
KAYE KMIEC
#1513 DEBRA LN
100.10' FRONT
+65
23D+68, 21' LT
8 LF 15" SICPP
AEW REQUIRED
S
30'
F5
3
#1605 DEBRA LN
100.17' FRONT
CS
EXI
ST
I
NG
2
7
"
RCP
ST
M
SKB15
2
5
D
24D+75
19' LT
EXI
ST
I
NG
8
"PV
C
F125
CP6
+31
+
5
8
+33
5
8
+
9
5
+
11'
3' SHLD
SAN
11'
+68
5
4
+
+
0
0
CS
+
2
3
#1509 CARMEN DR
29.91' SIDE (REV. FRONTAGE; CARMEN)
110.22 SIDE (DEBRA)
CS
CURVE D2 DATA
P.I. STA. = 24D+91.12(A)
5935
CATHLEEN J BALTUS
70 RT
29.
P.
.
1"I
29
.
21D+98
100.17'
HIGH POINT,
REMOVE
18" CMP
24D+27, 19' RT
39 LF 12" SICPP
AEW REQUIRED
'
2
3
.
7
9
5938
CAROL J COPET
DELTA
'
9
3
.
9
9
10"
10"
140
.
13'
+4
4
B
1
2
5
.
4
2
'
P.
.
1"I
60
23D+96.
09 RT
29.
11'
30'
+84
EX
I
ST
8"
NG
CO I
NC
.
2
1
D
67
.
+90
P.I. STA. = 21D+49.48(A)
D
10"
E
AN
L
RA
B
E
1
D
7
+
NG
I
ST
EXI
"PVC
8
D
2
2
#1514 DEBRA LN
99.46' FRONT
P.C. STA. = 20D+00.00
5937
JANE M GRUENDEMANN
5936
DAVID A &
GAIL M GREEN
#1506 DEBRA LN
100.17' FRONT
#1510 DEBRA LN
97.32' FRONT
P.T. STA. = 22D+89.44
= N.C.
D
5934
DAVID M ANDRES
DELTA
#1600 DEBRA LN
125.42' FRONT
NOTES:
= 470.00
30"
ST
M
D
4
2
NG
I
ST
EXI
"PVC
8
1
0
0
.
1
7
'
+
6
1
24D+50
19' LT
SAN
22D
A.
ST
PC
CURVE D1 DATA
S.E.
5916
ROY J &
BETTY ANDERSON
'
7
1
.
0
0
1
D
3
2
F126
B
R
MAG NAIL STA. 23D+87.87, 7.26' RT
CS
7
1
+
1
9
+
'
7
9
.
0
3
1
E
X
S
30 I
T
I
"
R NG
C
P
SKB16
2
3
+
CP3
1
1
0
.
3
0
'
= 289.45
MAG NAIL STA. 19D+92.29, 11.71' RT
1204.72
TV
STA. 19D+81.00
L
SKB17
'
8
9
.
6
1
7
5
+
2
0
D
BEGIN PROJECT
= 149.48
44
.
+89
22D
A.
ST
PT
1"I
.
P.
21D+31.
85
30.
50 LT
11'
P.
.
1"I
02
.
+72
22D
LT
60
30.
6"
+00
.
00
PC
ST
A.
20D
+22
N
DRAI
AN
13C
23D+50
19' LT
'
3
1
.
3
8
DRAIN TILE, TYP.
HIGH
POINT
ST
M
5912
JOHNNY D &
JUDY A BARTON
1
2
5
.
4
2
'
1210.24
CP 6
15"
#1507 DEBRA LN
130.97' FRONT
#1517 CARMEN DR
CP 3
24D+61, 25' LT
13 LF 18" SICPP
AEW REQUIRED
5913
RITA M LATOURELL
WV
T
#1601 DEBRA LN
100.17' FRONT
H LI
NE ST
A.25D
+00
31' LT
20'
SHEET NO.
312183
M ATC
19D+99.14
CAR
+41
EXI
STI
NG
8"CO NC
.
120
.
10'
STATION
D
60 FEET
M EN
+62
40
OFFSET
CHAIN
20'
NG
STI
EXI
P
24"RC
120.
08'
+87
DRI
VE
18
"
+6
2,
20
'LT
20
RADIUS
5915
ALAN & RANDALL
REVLING
10'
1
"
I
.
P.
1
3
C+
8
7
.
2
9
3
0
.
5
6L
T
0
PROJECT NUMBER
ALL DRIVEWAY CULVERTS ON DEBRA LANE
= 200.45
L
= 378.95
R
= 470.00
P.C. STA. = 22D+90.67
P.T. STA. = 26D+69.62
S.E.
NET � LENGTH STA. 19D+81.00 TO 25D+00 = 519.00 LF
C
L CARMEN DRIVE
T
= N.C.
20D+00
1209.55
1210
1210
3
.
0
0
%
20D+50
1208.05
EXISTING DITCH
PROFILE LT
20D+50
1207.05
1
.
6
0
%
21D+00
1206.92
1
.
3
5
%
EXISTING DITCH
PROFILE RT
PROPOSED DITCH
PROFILE RT
VPC 24D+50
1204.20
2
.
0
2
%
VPI 25D+00
1203.52
20D
21D
22D
23D
24D
1202
0
.
9
5
%
1201.
50
24D+33
1202.10
1201.
64
1204.
00
1202.
87
2
.
0
2
%
1204.
32
1203.
54
1203.
54
1203.
88
1203.
88
1204.
22
1204.
22
1204.
55
1204.
55
1204.
89
1204.
89
1205.
23
1205.
25
1205.
57
1205.
65
1205.
90
1206.
05
1206.
24
1206.
45
1206.
58
1206.
85
1206.
92
1207.
25
1207.
35
1207.
65
1207.
79
1208.
05
1208.
54
1208.
80
1209.
29
1209.
55
1202
1201.
75
PROPOSED RT DITCH
1
.
3
5
%
1201.
89
1
.
3
5
%
23D+85
1203.07
100' V.C.
1204
1202.
53
1204
PROPOSED LT DITCH
1200
24D+61
1200.17
1
.
7
5
%
SPECI
ALDRA
I
NT
I
L
EGRAD
ERT
1
.
0
3
%
19D+90.63
1207.04
24D+75
1201.89
1203.
33
3
.
0
0
%
1202
1
.
0
0
%
24D+50
1202.20
20D+50
1207.79
3
.
0
0
%
20D+00
1209.29
21D+00
1205.92
FILE NAME:
4.
50
%
23D+68
1202.64
1
.
7
5
%
1206
1204
4.
50
%
23D+50
1203.54
1
.
3
5
%
1203.
20
1208
5.
00
%
19D+81
1210.53
2
.
0
5
%
%
00
.
+7
1
.
3
5
%
1203.
13
1210
1
.
3
5
%
22D+32
1205.13
C
L CARMEN DRIVE
19D+70
1210.76
1206
24D+10
1204.00
23D+92
1204.32
+
12
.3
3%
1206
4/
18/
2014
3:
07:
14 PM
19D+88.66
1207.56
PROPOSED DITCH
PROFILE LT
%
50
8.
-1
PLOTTED ON:
1208
1
.
6
0
%
SPECI
ALDRAI
NT
I
L
EGRADE
L
T
0
.
8
4
%
1202.
07
1208
1202.
20
3
.
0
0
%
25D
35833
PROJECT NUMBER
D
26D+68.54
31' RT
20'
D
27D+30.61
31' RT
20'
D
27D+36.92
31' LT
90.31' FRONT
P.C. STA. = 22D+90.67
P.T. STA. = 26D+69.62
= N.C.
NET � LENGTH STA.
ES25D+00.00 TO 30D+27.22 = 527.22 LF
DR
AN
M
D
VI
DA
EXI
STI
NG
8"PVC
DRAI
N
1"I
.
P.
28D+69.
37
29.
74 LT
(
SLI
GHTLY TI
PPED)
118.
76'
2"I
.
P.
WV
EXISTING
15" SICPP
EXI
ST
I
NG
3
0
"
RCP
3' SHLD
2
9
D
+
8
6
STM
3
0
D
30'
+65
11'
ALTERNATE
DRAIN TILE
LOCATION
CP8
EXISTING
DRAIN TILE
5920
TRIERWEILER RENTALS LLC
#1529-1531 RENEE LN
110.00' FRONT (RENEE)
HUM E AVENUE
CONNECT PROPOSED
DRAIN TILE TO
EXISTING DRAIN TILE
EXI
STI
NG
8"PVC
1"I
.
P.
1
3
9
.
8
1
'
5932
JOSEPH R &
KAREN L BUGNI
END PROJECT
STA. 30D+27.22
10'
HI
GH
POI
NT
DRAIN TILE, TYP.
EXI
ST
I
NG
4
2
"
RCP
SKB01
F121
+
2
4
1
4
0
.
0
0
'
110.
00'
#1524 RENEE LN
130.48' FRONTAGE (RENEE)
9.52' SIDE (REV. FRONTAGE; RENEE)
29D+86
20' LT
1
3
9
.
5
2
'
SAN
36R
= 470.00
2
8
D
EXI
ST
I
NG
8
"
PVC
+17
R
5933
JEFFREY J &
SHELLIE FREISINGER
20'RT
= 378.95
140.
00'
= 200.45
HYD SW COR DEBRA & RENEE
111.
14
D
1202.02
+
5
4
EXI
STI
NG
8"PVC
P.I. STA. = 24D+91.12(A)
L
DRA
I
N
EXI
ST
I
NG
8
"
PVC
+38
+41
CURVE D2 DATA
T
+
3
2
EXI
ST
I
NG
3
0
"
RCP
+63
WV
WV
2"I
.
P.
DRA
I
N
N
AI
DR
HI
GH
POI
NT
+00
P.
.
1"I
24
.
+30
25D
T
19 R
29.
26D+69.
12
29.
72 RT
25D
A.
ST
10'
+
7
6
26D+69.62, 20' RT
48 LF 12" SICPP
AEW REQUIRED
DELTA
+
0
0
EXI
ST
.
3
0
"
RCP
RENEE LANE
5
0
+
PTSTA.26D+6
9.
62
NE
LI
NG
I
ST
EXI
C
"PV
8
'
8
4
.
0
3
1
S.E.
SKB12
F122
ANE
RAL
3
7
+
DEB
1
4
0
.
3
6
'
2
7
D
SAN
NG
I
ST
I
EX RCP
"
7
2
MAG NAIL STA. 30D+47.94, 6.20' RT
BM 483
2"I
.
P.
D
6
2
MAG NAIL STA. 27D+12.46, 31.48' LT
1200.55
30D+08.
97
29.
96 RT
WV
27D+29.62
20' LT
10'
STM
EXISTING
27" RCP
1201.89
CP 8
30'
M
ST SKB14
37R
H
TC
MA
1
9
+
CP 7
#1709 DEBRA LN
118.76' FRONT
28D+69.
32
29.
78 RT
(
SLI
GHTLY TI
PPED)
N
AI
CP7
CS
+
6
7
D
5
2
#1701 DEBRA LN
33'
90.
EXI
ST
I
NG
1
2
"
RCP
EXISTING
12" RCP
2"I
.
P.
26D+62
20' LT
'
9
2
.
0
2
1
27D+29.
37
30.
22 LT
25D+90
19' LT
'
7
1
.
0
0
1
25D+23, 19' LT
39 LF 12" SICPP
ALL DRIVEWAY CULVERTS ON DEBRA LANE
5918
TIM J &
DEB CARLSON
5919
ASHLEY J &
KATHY A FRITSCH
EX
I
ST
NG
18" I
RC
P
DR
18"
3
2
+
31' LT
20'
HIGH POINT,
REMOVE
12" CMP
P.
.
1"I
66
6.
25D+5
T
22 L
30.
25D+59.5, 29.5' LT
11 LF 12" SICPP
AEW REQUIRED
30"
26D+62.73
60 FEET
DRA
I
N
40
PCST
A.
3
7
R+
2
0
.
3
6
20
STATION
D
30D+09.
24
28.
63 LT
#1611 DEBRA LN
120.29' FRONT
OFFSET
CHAIN
20'
EXI
STI
NG
36"RCP
RADIUS
SHEET NO.
312183
11'
NG
STI
EXI
C
8"PV
47'
141.
5917
RUSSELL E ANDRES &
BONNIE J HALVORSON
N
5DEBRAL
0
6
1
#
RONT
F
'
7
1
.
0
0
1
0
NOTES:
5916
ROYJ&
YANDERSON
T
BET
CHAIN
STATION
OFFSET
20'
D
30+07.06
31' RT
20'
D
30+07.44
31' LT
RADIUS
#1708-1710 DEBRA LN
111.14' FRONT
C
L RENEE LANE
1204
1204
C
L HUME AVENUE
%
1
3
.
1
+
25D+46
1201.72
25D+23
1201.41
1200
-9
.0
0
%
1202
25D+59.50
1200.50
EXISTING DITCH
PROFILE LT
1
.
1
5
%
1
.
1
5
%
25D+91
1201.08
EXISTING DITCH
PROFILE LT
%
76
3.
-1
1200
0
.
5
7
%
PROPOSED DITCH
PROFILE LT
26D+62
1200.26
27D+29.62
1199.87
26D+66.67
1199.62
0
.
5
7
%
4/
18/
2014
1198
1204
C
L HUME AVENUE
0
.
5
7
%
VPI 25D+00
1203.52
1202
1202
0
.
9
5
%
1200
30D+27.22
1200.52
0
.
5
7
%
0
.
5
7
%
PROPOSED DITCH
PROFILE RT
25D+73
1200.77
26D+69.62
1200.22
EXISTING DITCH
PROFILE RT
0
.
5
7
%
1200
27D+29.61
1199.87
EXISTING DITCH
PROFILE RT
1198
1198
0
.
5
7
%
PROPOSED LT DITCH
PROPOSED RT DITCH
30D+27.22
1198.18
25D
FILE NAME:
26D
27D
28D
29D
1198.
18
1198.
19
1198.
18
1198.
19
1198.
33
1198.
33
1198.
47
1198.
48
1198.
62
1198.
62
1198.
76
1198.
76
1198.
90
1198.
90
1199.
05
1199.
19
1199.
19
1199.
33
1199.
33
1199.
47
1199.
47
1199.
61
1199.
62
1199.
76
1199.
76
1199.
87
1199.
87
1200.
22
1199.
62
1200.
33
1200.
40
1200.
47
1200.
68
1200.
61
1200.
97
1201.
08
1200.
75
1201.
70
1201.
00
1201.
36
1201.
25
1201.
44
1196
1201.
50
1196
1201.
64
PLOTTED ON:
VPT 25D+50
1203.24
30D+27.22
1198.18
C
L RENEE LANE
100' V.C.
1199.
04
3:
07:
16 PM
1
.
0
0
%
25D+67
1201.70
+1
6.
00
%
1202
30D
35834
PROJECT NUMBER
60 FEET
HIGH
POINT
CS
5943
STEVEN R &
CAROL BECK
DRAIN
'
11
'
00
0.
11
+26
17
.
95
'
R
1
3
F124
5944
CHARLES &
JUDITH A HERMAN
1"
IP
32 .
.
R
29 +4
.
66 0.
3
RT 5
)
97
P. .
ED
.
I
0
PP
2" +0 T
TI
R
R
30 35
LY
.
HT
30 I
G
L
(S
+7
6
+46
21' LT
16"
1
4
4
.
7
1
'
6
+7
78
.
45
'
1
5
+
6
4
+
3
'
00
0.
11
NG
I
ST C
I
EX "PV
8
ET
RE
ST
4 4
4
+
+7
7
2
+
2
+01
RADIUS
CHAIN
STATION
R
30R+00.52
31' LT
20'
R
30R+00.05
31' RT
= 94.21
L
= 173.59
R
= 180.00
P.C. STA. = 33R+18.17
P.T. STA. = 34R+91.76
= N.C.
'
48
.
50
CS
6
1
.
3
8
'
5930
JOHN &
JOAN WILLIAMS
#1511-1513 RENEE LN
139.72' FRONT
OFFSET
20'
T
S.E.
CS
F123
+16
19' RT
5929
DAVID &
SANDRA K FREEMAN
DELTA
R
35
N
SA
34R
+01
CP9 21' RT
D
A
+1
6
ALL DRIVEWAY CULVERTS ON RENEE LANE
P.I. STA. = 34R+12.38(A)
2
4
+
EX
I
ST
N
8" I
PV G
C
M
HA
UP
NOTES:
)
IP
33 .
.
R
30 +1
9
.
41
(B 11 L .
AD
T
LY
TI
PP
ED
33
R
26"
HIGH
POINT
= N.C.
CURVE R2 DATA
'
01
.
30
1
#1601-1603 E UPHAM ST
210.90' SIDE
= 145.00
00
R+
35
A.
ST
5928
KARL N & CATHERINE
ZIMMERMANN REV TRUST
+9
2
LA
NE
+76
20' LT
NE
LI
DRAIN TILE, TYP.
+6
5
CH
AT
49
.
50
'
'
45
.
50
= 139.82
R
S.E.
+92
19' LT
RE
NE
E
= 75.89
L
P.T. STA. = 31R+90.24
M
0
+9
EX
I
ST
N
8" I
PV G
C
T
P.C. STA. = 30R+50.42
#1516 RENEE LN
174.66' FRONT
CS
PT
ST
A
.
31
R+
90
.
24
TV
CONNECT TO EXISTING DRAIN TILE
(STUBBED OUT TO CULVERT END)
OR TO EXISTING DRAIN TILE UNDER
NORTH DITCH LINE OF UPHAM STREET
'
0
9
.
0
1
1
42
0.
+5
N
SA
2
+0
F118
'
11
'
30
STA. 29R+80.29
R
30
A.
ST
PC
R
30
MATCH INTO
EXISTING CULVERT
AND DRAIN TILE
10
9.
98
'
7
7
+
'
11
BEGIN PROJECT
DELTA
32
R
HIGH
POINT
1202.02
D
PC
ST
A.
33
R+
18
.
17
2"
'
11
'
30
1
+0
CP10
MAG NAIL STA. 29R+60.57, 40.68' LT
BM 483
P.I. STA. = 31R+26.30(A)
3' SHLD
2
1
+
MAG NAIL STA. 33R+73.31, 7.03' RT
1203.16
CURVE R1 DATA
N
SA
'
38
.
50
1199.03
CP 10
#1510 RENEE LN
110.00' FRONT
20"
+
4
8
CP 9
1"
IP
32 .
.
R
30 +0
.
22 8.
3
LT 5
40
AI
N
20
#1506 RENEE LN
100.77' FRONT
8
2
.
8
2
'
DR
0
'
3
9
.
5
8
SHEET NO.
312183
76
.
91
R+
34
.
A
ST
PT
2"I
.
P.
#1500 RENEE LN
110.00' FRONT
5942
ROBERT W &
RENEE M KASTEN
31R+21.
81
30.
16 LT
5941
JAMES A BAUMAN JR
5931
GERARD R FISCHER &
LISA M GOWEY-FISCHER
8"
'
0
7
.
0
9
#1521-1523 RENEE LN
110.50' FRONT
+46
21' RT
#1517-1519 RENEE LN
90.70' FRONT
NET � LENGTH STA. 29R+80.29 TO 35R+00 = 519.71 LF
DISCHARGE PIPE
NO.
STATION
LOCATION
TYPE
DIS. EL.
1
34R+46
17.55' LT
DITCH LEAD
1197.11
C
L UPHAM STREET
34R+46
18.25' RT
DITCH LEAD
1197.13
3
34R+46
10' RT
STM MH 1-J-LP
1196.59
A
2
34+46-35+44.5
10' RT
INSULATION
1204
DEPTH
RIM EL.
T.S. EL.
1199.00
1199.62
3.2'
SIZE
LENGTH
SLOPE%
OUTLET EL.
15" SICPP
26 LF
1.06%
1196.84
ROCK BAGS
15" AEW REQUIRED. O/S IS TO PIPE END.
12" SICPP
6 LF
0.67%
1197.09
ROCK BAGS
18" RCP - CL 4
96 LF
0.25%
INL. PROT.
REMARKS
1204
9" SUMP REQUIRED.
2" THICK, 10' WIDE, 947 SF
1202
1202
%
3
9
.
0
+
31R+00
1201.76
1200
%
8
1
.
1
+
32R+65
1198.38
%
8
1
.
1
+
VPC
31R
+75
1202
.
21
0
.
5
0
%
32R+92
1197.92
31R+00
1201.70
EXISTING DITCH
PROFILE RT
30R+02.5
1200.66
175' V.C.
2
.
0
0
%
PROPOSED DITCH
PROFILE RT
2
.
0
0
%
1198
PROPOSED LT DITCH
0
.
6
1
%
32R+76
1198.18
PROPOSED RT DITCH
LP STA. 33R+77.50
LP EL. 1199.56
1196
1200
%
0
5
.
0
+
1198
%
0
0
.
1
+
%
0
0
.
1
+
0
.
6
1
%
31R
32R
33R
34R
1197.
69
1198.
30
1197.
44
1198.
80
1197.
19
1196
1198.
03
1197.
25
1197.
43
1197.
38
1197.
58
1197.
50
1197.
73
1197.
63
1197.
88
1197.
75
1198.
04
1197.
88
1198.
20
1198.
21
1198.
70
1198.
69
1199.
20
1199.
20
1199.
70
1199.
71
1200.
20
1200.
23
1200.
70
1200.
74
1201.
20
1201.
25
1201.
70
1201.
76
1201.
44
1201.
53
1201.
17
1201.
30
1200.
90
1201.
07
1200.
66
1200.
84
30R
1197.
27
34R+46
1197.15
1196
FILE NAME:
1198
0
.
5
0
%
VPI 33R+2
5
1199.
21
1200
2
.
0
0
%
2
.
0
0
%
34R+75
1198.80
2
.
0
0
%
%
7
0
.
1
+
34R+50
1198.03
34R+46
1197.15
150' V.C.
1202
EXI
ST
I
NG
1
2
"
SI
CPP
T
O RE
MAI
N
5
VPC 34R+12.
65
1199.
1204
HP STA. 30R+80.66
HP EL. 1203.16
2
.
0
5
%
VPC
32R
+37.
1200
5
.
96
C
L UPHAM STREET
VPI 31R+00
1203.
71
R+25
VPC 30
83
1202.
PROPOSED DITCH
PROFILE LT
29
.
29R+80
30
1202.
PLOTTED ON:
%
3
9
.
0
+
EXISTING DITCH
PROFILE LT
2
.
0
5
%
1200
4/
18/
2014
3:
07:
18 PM
30R+00.68
1200.84
35R
35835
+05
PROJECT NUMBER
60 FEET
10'
PTSTA. 26D+69.62
30'
WV
+41
+17
11'
WV
11'
3' SHLD
+63
30'
+65
10'
HIGH
POINT
+38
60.00'
HIGH
POINT
110.00'
NG
I
ST
EXI
C
"PV
8
EXI
ST
I
NGCP7
1
8
"RC
P
EXI
STI
NG
8"PVC
5
SKB12
+46
2" I.P.
62
27D+29.
20'LT
EXI
ST.30"RCP
NOTES:
#1529-1531 RENEE LN
110' FRONT (RENEE)
140.
36'
140.
00'
R
8
3
DISCHARGE PIPE
'
3
3
.
0
9
27D+29.37
DEBRA LANE
+22
20' RT
5932
JOSEPH R &
KAREN L BUGNI
N
SA
STA. 36R+91.83 =
STA. 26D+99.62
30.22 LT
ALL DRIVEWAY CULVERTS ON RENEE LANE
MAG NAIL STA. 37R+23.19, 12.85' RT
37R
B
7
+22
STA. 37R+22.09
NG
STI
EXI
12"RCP
6
EXI
ST
I
NG
8
"
PVC
F122
A
36R
'
7
4
.
1
4
1
END PROJECT
D
27
SAN
RENEE LANE
35R
WV
EXI
ST
I
NG
8
"
PVC
+76
4
29.72 RT
HIGH
POINT
20' RT
STM
M ATCH LI
NE STA.35R+00
140.00'
30.01'
+67
26D+69.12
NG
STI
EXI
12"RCP
2" I.P.
NG
STI
EXI
27"RCP
NG
STI
EXI
VC
8"P
DRAI
N
N
AI
36"
1201.89
1202.02
26D+62
20'LT
48'
130.
DR
DRAIN TILE, TYP.
CP 7
BM 483
36
0.
+2
38R
A.
ST
T
P
40
PCSTA.37R+20.
36
20
SHEET NO.
312183
5917
RUSSELL E ANDRES &
BONNIE J HALVORSON
#1611 DEBRA LN
120.29' FRONT
62,20'RT
26D+69.
CPP
48 LF 12" SI
RED
AEW REQ UI
0
#1524 RENEE LN
130.48' FRONT (RENEE)
9.52' SIDE (REV. FRONTAGE; RENEE)
29'
120.
CS
5933
JEFFREY J &
SHELLIE FREISINGER
NO.
STATION
LOCATION
TYPE
DIS. EL.
4
35R+24.0
17.4' LT
DITCH LEAD
1197.79
5
35R+50.6
18.1' RT
DITCH LEAD
1197.78
6
35R+44.5
10' RT
STM MH 3-J
1196.35
1195.96
T.S. EL.
1199.03
DEPTH
RIM EL.
1200.11
3.0
SIZE
LENGTH
SLOPE%
OUTLET EL.
12" SICPP
31 LF
2.2%
1197.10
ROCK BAGS
ROCK BAGS
12" SICPP
7 LF
9.7%
1197.10
21" RCP
155 LF
0.25%
1195.96
INL. PROT.
REMARKS
4" SUMP REQUIRED.
7
37R+02
9' RT
CONNECTION
A
34+46-35+44.5
10' RT
INSULATION
B
35+44.5-36+63
10' RT
INSULATION
CONNECT TO EXISTING MANHOLE.
RADIUS
5918
TIM J &
DEB CARLSON
#1701 DEBRA LN
90.31' FRONT
CHAIN
STATION
OFFSET
20'
R
36R+60.82
20'
R
36R+60.84
31' RT
20'
R
37R+23.10
37.34' LT
20'
R
37R+22.57
37.30' RT
31' LT
NET � LENGTH STA. 35R+00.00 TO 37R+22.09 = 162.09 LF
1202
1202
36R+38
1200.47
36R+17
1199.75
36R+71.72
1200.22
0
.
7
5
%
1200
1200
%
55
.
+6
%
0
0
.
1
+
1198
1198
36R+00
1198.64
%
09
.
+5
1198
%
09
.
+5
0
.
4
8
%
-8
.
00
-8
.
%
00
%
2
.
5
0
%
%
13
.
+7
VPI 36R+25
1200.71
83
+80.
36R
16
.
1202
%
0
6
.
2
+
%
0
5
.
0
+
EXISTING DITCH
PROFILE RT
36R+50
1200.48
3
TSE 1199.00
(8" FLAT TOP)
6
36R+91.
83
1202.
38
SKB12
TSE 1200.46
1200
TSE 1199.03
(8" FLAT TOP)
1198
7
35R+52
1198.01
PROPOSED DITCH
PROFILE RT
PROPOSED LT DITCH
9
6L
F1
8
"
RCP-CLI
V
0
.
2
5
%
9" SUMP
+46
1197.09 12" E
1196.84 15" W
1196.59 18" N
PROPOSED RT DITCH
36R
1196
+04.5
1195.96 21" S
+44.5
1197.10 12" W
1197.10 12" E
1196.35 18" S
1196.35 21" N
1194
1199.
93
1200.
22
1200.
48
1200.
38
1200.
46
1198.
69
1199.
75
1198.
42
1198.
64
1198.
21
1198.
39
1198.
17
1198.
14
35R
1
5
5L
F2
1
"
RCPCLI
I
I
0
.
2
5
%
4" SUMP
1194
1198.
47
1202
0
.
4
8
%
36R+24
1198.62
1196
1197.
89
2
.
0
0
%
%
5
8
.
0
+
35R+12
1197.81
1197.
69
%
0
6
.
2
+
VPI 36R+25
1200.71
36R+71.83
1199.93
%
0
0
.
2
+
100' V.C.
%
0
5
.
0
+
%
5
8
.
0
+
%
0
0
.
1
+
FILE NAME:
37R+22.
09
1202.
07
2
.
0
0
%
100' V.C.
1200
35R+38
1199.13
%
0
0
.
2
+
37R
+02.
83
1202
.
16
C
L DEBRA LANE
STORM SEWER PROFILE
83
+80.
36R
16
.
1202
+75
36R
VPT
01
2.
120
VPC 35R+75
46
1200.
36R+91.
83
1202.
38
C
L DEBRA LANE
1196
+75
36R
VPT
01
2.
120
PROPOSED DITCH
PROFILE LT
VPC 35R+75
46
1200.
35R+22
1197.86
37R+22.
09
1202.
07
%
0
0
.
1
+
37R
+02.
83
1202
.
16
2
.
0
0
%
1198.
30
PLOTTED ON:
4/
18/
2014
3:
07:
21 PM
EXISTING DITCH
PROFILE LT
37R
35R
36R
37R
35836
3583-7
5'
+53
TREE
5'
40
9+80.
84
10+00.
00
10+25.
00
10+50.
00
10+75.
00
11+00.
00
11+25.
00
11+50.
00
+50
TREE
CARM EN DRI
VE STA.9+80.
84 TO
1205
1200
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
+94
HYD.
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
30
9.
7:
1
7.
9:
1
8.
4:
1
9.
9:
1
9:
1
6.
5:
1
12.
6:
1
STA.11+50.
00
1205.40
32.02
1206.90
30.00
1206.12
30.00
1205.63
30.00
1205.38
30.00
1205.04
30.00
1204.43
30.00
1203.76
30.00
20
3:
07:
22 PM
1
2:
3.
1
2:
3.
1
5:
3.
1
9:
3.
1
1:
4.
1
1:
4.
1
8:
3.
4/
18/
2014
1205.53
21.00
1205.12
21.00
1204.72
21.00
1204.31
21.00
1203.91
21.00
1203.50
21.00
1203.10
21.70
1207.48
11.00
1206.97
11.00
1206.53
11.00
1206.24
11.00
1206.03
11.00
1205.82
11.00
10
1205.61
11.00
09%
1.
93%
1.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1207.70
1207.19
1206.75
1206.46
1206.25
PE RT
1206.04
1205.83
0
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
47 %
2.
00%
+99
W.V.
BEGI
N PROJECT
UPHAM STREET
1205.66
10
20
4.
7:
1
2.
6%
4.
5:
1
4.
4:
1
4.
5:
1
4.
4:
1
3.
9:
1
3.
7:
1
1
4:
5.
1
2:
8.
FENCE
1
7:
10.
FENCE
1205.99
25.57
1207.48
11.00
1206.97
11.00
1206.53
11.00
1206.24
11.00
1206.03
11.00
1205.82
11.00
1205.60
11.00
1205.75
20.00
1205.31
20.00
1204.88
20.80
1204.45
21.60
1204.02
22.39
1203.65
23.19
1203.35
23.99
1
2:
9.
1
1:
4.
1
3:
4.
1
4:
5.
1205.86
26.11
FENCE
R/
W
R/
W
R/
W
R/
W
1206.68
30.00
R/
W
1206.01
30.00
R/
W
1205.78
30.00
R/
W
1205.33
30.00
F:\Home\PW\CAD\FILES\3583\3583_701c.dgn
1204.01
30.00
FILE NAME:
30
1205.36
30.53
PLOTTED ON:
+92
L.
P.
+58
TREE
+58
TREE
40
9+80.
84
10+00.
00
10+25.
00
10+50.
00
10+75.
00
11+00.
00
11+25.
00
11+50.
00
1205
1200
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
PROJECT NUMBER
312183
SHEET NO.
3583-8
5'
5'
40
11+75.
00
12+00.
00
12+25.
00
+36
TREE
12+50.
00
12+55.
83
12+75.
00
13+00.
00
CARM EN DRI
VE STA.11+75.
00 TO
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
30
STA.13+00.
00
+67
PI
NE
+04
PI
NE
R/
W
1208.65
30.00
1208.38
30.00
1208.24
30.00
1208.21
30.00
1208.12
30.00
1208.05
30.00
1208.24
30.00
3.
9:
1
5.
3:
1
6.
5:
1
8.
5:
1
9:
1
10.
9:
1
12.
9:
1
1.
4%
20
3:
07:
23 PM
1
6:
3.
1
4:
3.
1
2:
3.
1
1:
3.
1
1:
3.
1
3:
1
9:
2.
4/
18/
2014
1207.96
21.00
1207.55
21.00
1207.24
21.00
1207.15
21.00
1206.74
21.00
1206.34
21.00
1205.93
21.00
1210.48
11.00
1210.04
11.00
1209.65
11.00
1209.53
11.00
1209.02
11.00
1208.51
11.00
10
1207.99
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
DEBRA LANE RT
1210.70
DEBRA LANE RT
1210.26
PE RT
1209.87
PE RT
1209.75
1209.24
1208.73
0
PE LT
1208.21
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1210.48
11.00
1210.04
11.00
1209.65
11.00
1209.53
11.00
1209.02
11.00
1208.50
11.00
10
1207.99
11.00
3.
5:
1
3.
4:
1
3.
2:
1
3.
1:
1
3.
1:
1
3:
1
2.
9:
1
0.
8%
2.
3%
1208.26
20.00
4%
0.
1207.91
20.00
5%
0.
1207.58
20.00
1207.48
20.00
1207.05
20.00
1206.61
20.00
20
1206.18
20.00
1
3:
8.
1
7:
1
5:
6.
1
6:
4.
1
7:
4.
1
9:
5.
1
8:
4.
1210.33
30.00
R/
W
1209.61
30.00
R/
W
1209.72
30.00
R/
W
1209.63
30.00
R/
W
1208.59
30.00
R/
W
1208.04
30.00
FILE NAME:
30
1207.38
30.00
PLOTTED ON:
40
11+75.
00
12+00.
00
12+25.
00
12+50.
00
12+55.
83
12+75.
00
13+00.
00
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
PROJECT NUMBER
312183
SHEET NO.
3583-9
5'
40
13+25.
00
13+50.
00
13+75.
00
14+00.
00
+07
PI
NE
14+25.
00
14+50.
00
14+75.
00
CARM EN DRI
VE STA.13+25.
00 TO
5'
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1220
1210
1215
R/
W
R/
W
R/
W
R/
W
R/
W
W
R/
30
STA.14+75.
00
+81
PI
NE
R/
W
1211.65
30.00
1211.29
30.00
1210.86
30.00
1210.50
30.00
1210.21
30.00
1210.62
30.00
1209.19
30.00
10.
9:
1
5.
1:
1
8.
8:
1
8.
2:
1
7.
3:
1
6.
3:
1
5.
8:
1
+88
L.
P.
0%
2.
9%
1.
20
1
3:
1
3:
1
3:
1
3:
1
3:
3:
07:
24 PM
1
1:
3.
1
1:
3.
4/
18/
2014
1209.92
20.00
1209.71
20.00
1209.50
20.00
1209.29
20.00
1209.07
20.00
1208.77
20.57
1208.36
21.00
1212.04
11.00
1211.83
11.00
1211.62
11.00
1211.41
11.00
1211.19
11.00
1210.98
11.00
10
1210.77
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE LT
1212.26
1212.05
1211.84
1211.63
PE RT
1211.41
PE LT
1211.20
0
DEBRA LANE RT
1210.99
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1212.04
11.00
1211.83
11.00
1211.62
11.00
1211.40
11.00
1211.19
11.00
1210.98
11.00
10
1210.77
11.00
2.
9:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
1209.92
20.00
1209.71
20.00
1209.50
20.00
2.
6%
1209.28
20.00
1209.07
20.00
5.
6%
1208.86
20.00
20
1208.61
20.00
1
1:
9.
1
1:
8.
1
2:
6.
1
6:
8.
1
3:
14.
1
7:
18.
1
5:
7.
R/
W
R/
W
1211.25
30.00
R/
W
1210.25
30.00
R/
W
1210.20
30.00
R/
W
1210.44
30.00
R/
W
1210.70
30.00
1210.09
30.00
FILE NAME:
30
1209.71
30.00
PLOTTED ON:
+1
3
W.V.
40
13+25.
00
13+50.
00
13+75.
00
14+00.
00
14+25.
00
14+50.
00
14+75.
00
+1
4
TREE
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1220
1210
1215
PROJECT NUMBER
312183
SHEET NO.
3583-10
5'
40
14+85.
68
15+00.
00
15+25.
00
15+50.
00
15+75.
00
16+00.
00
+74
TREE
+98
TREE
16+25.
00
CARM EN DRI
VE STA.14+85.
68 TO
5'
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1220
1210
1215
1220
1210
1215
1220
R/
W
R/
W
W
R/
R/
W
R/
W
R/
W
30
STA.16+25.
00
+22
TREE
R/
W
1212.71
30.00
1212.72
30.00
1212.71
30.00
1212.61
30.00
1211.95
30.00
1211.34
30.00
1211.58
30.00
6.
4:
1
8.
3:
1
6.
2:
1
4.
9:
1
5.
2:
1
5.
8:
1
6.
6:
1
4/
18/
2014
1211.20
20.00
1210.99
20.00
6%
1.
1210.77
20.00
1210.56
20.00
1210.35
20.00
1210.13
20.00
20
1210.01
20.00
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
3:
07:
25 PM
1213.32
11.00
1213.10
11.00
1212.89
11.00
1212.68
11.00
1212.47
11.00
1212.26
11.00
10
1212.13
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1213.54
JEAN AVENUE RT
1213.33
JEAN AVENUE RT
1213.11
PE LT
1212.90
1212.69
1212.47
0
PE RT
1212.35
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1213.32
11.00
1213.11
11.00
1212.89
11.00
1212.68
11.00
1212.47
11.00
1212.26
11.00
10
1212.13
11.00
+88
W.V.
3:
1
3:
1
3:
1
3:
1
3:
1
3.
1:
1
3.
1:
1
7.
7%
1210.94
21.00
5.
0%
1210.81
20.73
1210.68
20.36
1210.56
20.00
1210.35
20.00
3.
1%
1210.13
20.00
20
1210.01
20.00
1
6:
6.
1
7:
8.
1
8:
11.
1
4:
14.
1
6:
7.
1
1:
11.
1
3:
9.
+08
L.
P.
R/
W
1211.90
30.00
1211.64
30.00
R/
W
1211.95
30.00
R/
W
1211.26
30.00
R/
W
1211.19
30.00
R/
W
1211.29
30.00
FILE NAME:
30
1211.54
30.00
PLOTTED ON:
+66
W.V.
+64
HYD.
40
14+85.
68
15+00.
00
15+25.
00
15+50.
00
15+75.
00
16+00.
00
16+25.
00
1210
1215
1210
1215
1210
1215
1210
1215
1210
1215
1220
1210
1215
1220
1210
1215
1220
PROJECT NUMBER
312183
SHEET NO.
3583-11
CARM EN DRI
VE STA.16+50.
00 TO
40
16+50.
00
16+69.
53
16+75.
00
17+00.
00
17+15.
09
17+25.
00
17+50.
00
5'
+20
TREE
5'
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
R/
W
R/
W
1213.28
30.00
R/
W
1213.47
30.00
R/
W
1213.48
30.00
R/
W
1213.69
30.00
R/
W
1214.28
30.00
R/
W
1214.26
30.00
STA.17+50.
00
30
1213.42
30.00
5:
1
3.
7:
1
3.
8:
1
5.
5:
1
6.
8:
1
7.
4:
1
10.
9:
1
3.
4%
3.
3%
20
3:
07:
26 PM
1
3:
1
1:
3.
1
1:
3.
1
7:
3.
1
2:
4.
1
5:
4.
1
2:
5.
4/
18/
2014
1212.36
20.00
1212.11
20.00
1212.01
20.00
1211.86
20.00
1211.62
20.00
1211.58
20.00
1211.41
20.00
1213.63
11.00
1213.56
11.00
1213.57
11.00
1213.62
11.00
1213.66
11.00
1213.64
11.00
10
1213.53
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1213.85
PE RT
1213.78
PE RT
1213.79
1213.84
PE LT
1213.88
PE LT
1213.86
0
1213.75
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1213.63
11.00
1213.56
11.00
1213.57
11.00
1213.62
11.00
1213.66
11.00
1213.64
11.00
10
1213.53
11.00
3:
1
3:
1
3:
1
3.
2:
1
3.
2:
1
3.
2:
1
3.
5:
1
1.
9%
1211.79
20.00
0.
4%
1211.54
20.08
1211.45
20.50
1211.31
21.00
1211.18
21.00
1211.16
21.00
20
1211.06
21.00
1
2:
8.
1
7:
7.
1
5:
7.
1
6:
6.
1
7:
4.
1
6:
1
5:
11.
R/
W
R/
W
1212.66
30.00
R/
W
1213.20
30.00
R/
W
1213.48
30.00
R/
W
1212.67
30.00
R/
W
1212.38
30.00
R/
W
1212.33
30.00
FILE NAME:
30
1212.16
30.00
PLOTTED ON:
40
16+50.
00
16+69.
53
16+75.
00
17+00.
00
17+15.
09
17+25.
00
+37
PI
NE
17+50.
00
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
PROJECT NUMBER
312183
SHEET NO.
3583-12
5'
40
17+75.
00
18+00.
00
+09
TREE
18+25.
00
18+30.
67
18+50.
00
18+63.
14
18+75.
00
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
30
STA.18+75.
00
+80
TREE
CARM EN DRI
VE STA.17+75.
00 TO
5'
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1215
1220
1225
1215
1220
R/
W
1216.20
30.00
1216.21
30.00
1215.86
30.00
1215.45
30.00
1215.30
30.00
1214.82
30.00
1214.07
30.00
6.
8:
1
5.
1:
1
4.
6:
1
4.
4:
1
4:
1
3.
7:
1
3.
9:
1
4.
8%
5.
5%
20
3:
07:
27 PM
1
4:
5.
1
5:
1
5:
4.
1
3:
4.
1
4:
1
8:
3.
1
6:
3.
4/
18/
2014
1213.61
20.00
1213.49
20.00
1213.36
20.00
1213.17
20.00
1213.11
20.00
1212.86
20.00
1212.61
20.00
1215.35
12.40
1215.18
11.29
1214.98
11.00
1214.67
11.00
1214.58
11.00
1214.17
11.00
10
1213.83
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
01%
2.
PE LT
1215.60
PE LT
1215.41
1215.20
PE RT
1214.89
PE RT
1214.79
1214.39
0
1214.05
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
01%
1215.37
11.51
1215.19
11.11
1214.98
11.00
1214.67
11.00
1214.58
11.00
1214.17
11.00
10
1213.84
11.00
3.
6:
1
3.
4:
1
3.
1:
1
3.
1:
1
3.
1:
1
3.
3:
1
3.
6:
1
1213.59
20.00
1213.26
20.00
1.
5%
1212.90
20.00
1.
5%
1212.60
20.00
1212.54
20.00
1212.30
20.00
20
1212.05
20.00
1
7:
30.
1
3:
9.
1
7:
5.
1
6:
5.
1
6:
6.
1
1:
8.
1
3:
10.
R/
W
R/
W
1214.56
30.00
R/
W
1214.50
30.00
R/
W
1214.42
30.00
R/
W
1214.38
30.00
R/
W
1214.30
30.00
R/
W
1213.37
30.00
FILE NAME:
30
1212.37
30.00
PLOTTED ON:
40
17+75.
00
18+00.
00
18+25.
00
18+30.
67
18+50.
00
+55
TREE
18+63.
14
18+75.
00
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1210
1215
1220
1215
1220
1225
1215
1220
PROJECT NUMBER
312183
SHEET NO.
3583-13
5'
5'
40
19+00.
00
19+10.
71
CARM EN DRI
VE STA.19+00.
00 TO
1215
1220
1215
1220
R/
W
STA.19+10.
71
30
6.
3:
1
16.
7:
1
1214.82
20.00
20
1
7:
4.
4/
18/
2014
3:
07:
28 PM
1215.92
15.43
1215.74
14.74
R/
W
1216.79
30.09
1216.41
30.00
10
75%
1.
68 %
1.
0
2.
27%
2.
42 %
END PROJECT
W AUSHARA DRI
VE
1216.17
1216.00
10
+1
1
W.V.
4.
3:
1
1214.28
20.00
20
1
5:
20.
1
5:
31.
R/
W
R/
W
1216.28
30.20
FILE NAME:
30
1214.76
30.00
PLOTTED ON:
40
19+00.
00
19+10.
71
1215
1220
1215
1220
PROJECT NUMBER
312183
SHEET NO.
1215.81
15.22
1215.72
12.36
3583-14
5'
40
19+80.
98
20+00.
00
20+25.
00
+20
TREE
20+50.
00
20+75.
00
21+00.
00
21+11.
35
21+25.
00
DEBRA LANE STA.19+80.
98 TO
5'
1210
1210
1215
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
R/
W
R/
W
1208.11
30.00
R/
W
1208.51
30.01
R/
W
1208.56
30.00
R/
W
1208.83
30.00
R/
W
1209.15
30.00
R/
W
1209.58
30.00
STA.21+25.
00
30
1209.91
30.00
30.
6:
1
14:
1
10:
1
9.
3:
1
8.
4:
1
7.
6:
1
8.
7:
1
4/
18/
2014
1206.85
19.00
1207.06
19.01
1207.25
19.00
1207.65
19.00
1208.05
19.00
1208.80
19.00
20
1209.55
19.00
1
4:
8.
1
6:
1
1:
4.
1
9:
3.
1
7:
3.
1
7:
3.
1
6:
3.
3:
07:
30 PM
1208.36
11.00
1208.55
11.01
1208.70
11.00
1209.04
11.00
1209.38
11.00
1209.75
11.00
1210.26
11.00
+01
W.V.
10
1210.64
11.00
1.
00%
11%
0.
69%
1.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1208.59
PE RT
1208.77
1208.92
1209.26
1209.60
1209.93
1210.27
0
BEGI
N PROJECT
CARM EN DRI
VE
1210.53
1.
45%
1.
95%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1208.37
11.00
1208.55
10.99
1208.70
11.00
1209.04
11.00
1209.38
11.00
1209.71
11.00
1210.06
11.00
10
1210.37
11.00
7.
7:
1
4.
7:
1
3.
4:
1
3.
2:
1
3:
1
3:
1
3:
1
8%
1.
1206.58
19.00
1206.76
18.99
1206.92
19.00
1207.35
19.00
1207.79
19.00
1208.54
19.00
20
1209.29
19.00
1
39:
1
6:
25.
1
8:
11.
1
6:
11.
1
2:
12.
1
2:
5.
1
4:
4.
R/
W
R/
W
1209.08
30.00
R/
W
1208.90
29.99
R/
W
1207.82
30.00
R/
W
+48
BUSH
R/
W
1208.30
30.00
1208.72
30.00
F:\Home\PW\CAD\FILES\3583\3583_701d.dgn
1208.97
30.00
FILE NAME:
30
1209.57
30.00
PLOTTED ON:
+39
BUSH
40
19+80.
98
20+00.
00
20+25.
00
20+50.
00
20+75.
00
+65
TREE
21+00.
00
21+11.
35
21+25.
00
1210
1210
1215
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
PROJECT NUMBER
312183
SHEET NO.
3583-15
5'
5'
40
21+50.
00
21+75.
00
22+00.
00
+90
TREE
22+25.
00
22+44.
45
22+50.
00
22+57.
85
00 TO
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1205
1210
1215
R/
W
R/
W
1206.76
30.00
R/
W
1206.96
30.00
R/
W
1207.04
30.00
R/
W
1206.89
30.00
R/
W
1207.55
30.00
R/
W
1207.89
30.00
STA.22+57.
85
30
1208.29
30.00
6:
1
6:
1
5.
8:
1
6.
7:
1
5.
3:
1
5.
3:
1
5.
6:
1
4/
18/
2014
1204.78
19.00
1204.89
19.00
1204.97
19.00
1205.25
19.00
1205.65
19.00
1206.05
19.00
20
1206.45
19.00
1
4:
3.
1
3:
3.
1
2:
3.
1
3:
9%
2.
1
3:
0%
3.
1
3:
1
3:
3:
07:
31 PM
1206.57
11.00
1206.68
11.00
1206.75
11.00
1207.02
11.00
1207.35
11.00
1207.69
11.00
10
1208.03
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE RT
1206.79
1206.90
PE LT
1206.97
1207.24
1207.57
1207.91
0
1208.25
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1206.57
11.00
1206.68
11.00
1206.75
11.00
1207.02
11.00
1207.35
11.00
1207.69
11.00
10
1208.03
11.00
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
8%
0.
0.
1%
1204.78
19.00
1204.89
19.00
1204.97
19.00
1205.23
19.00
1205.57
19.00
1205.90
19.00
20
1206.24
19.00
1
5:
1
7:
4.
1
8:
12.
1
5:
11.
1
10:
1
2:
6.
1
7:
5.
R/
W
R/
W
1206.72
30.00
R/
W
1206.66
30.00
R/
W
1206.06
30.00
R/
W
1206.18
30.00
R/
W
1206.42
30.00
R/
W
1208.23
30.00
FILE NAME:
30
1208.46
30.00
PLOTTED ON:
+04
TREE
40
21+50.
00
21+75.
00
+68
TREE
22+00.
00
22+25.
00
22+44.
45
22+50.
00
22+57.
85
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1215
1205
1210
1205
1210
1215
PROJECT NUMBER
312183
SHEET NO.
3583-16
5'
5'
40
22+75.
00
23+00.
00
23+04.
04
23+25.
00
23+50.
00
+46
TREE
23+68.
00
23+75.
00
+79
PI
NE
00 TO
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1200
1205
1210
1200
1205
1210
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
STA.23+75.
00
30
6.
2:
1
5.
5:
1
5.
4:
1
5:
1
5.
2:
1
5.
7:
1
5.
7:
1
+72
L.
P.
20
1.
1%
1.
3%
3:
07:
32 PM
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
7:
4.
4/
18/
2014
1203.13
22.19
1202.64
21.00
1204.50
30.00
1204.21
30.00
1205.67
30.00
1206.08
30.00
1206.20
30.00
1206.21
30.00
1206.33
30.00
1203.54
19.00
1203.88
19.00
1204.16
19.00
1204.22
19.00
1204.55
19.00
1204.99
11.00
1205.08
11.00
1205.33
11.00
1205.67
11.00
1205.95
11.00
1206.00
11.00
10
1206.34
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1205.21
DI
TCH LEAD LT
PE RT
1205.30
1205.55
1205.89
PE LT
1206.17
1206.22
0
1206.56
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1204.99
11.00
1205.08
11.00
1205.33
11.00
1205.67
11.00
1205.95
11.00
1206.00
11.00
10
1206.34
11.00
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
0.
8%
1.
2%
1203.20
19.00
1203.30
19.00
1203.54
19.00
1203.88
19.00
1204.16
19.00
1204.22
19.00
20
1204.55
19.00
1
7:
12.
1
5:
25.
1
5:
23.
1
2:
16.
1
9:
11.
1
1:
7.
1
7:
6.
R/
W
R/
W
1204.83
30.00
R/
W
1204.86
30.00
R/
W
1204.47
30.00
R/
W
1204.56
30.00
R/
W
1204.63
30.00
R/
W
1204.65
30.00
FILE NAME:
30
1205.42
30.00
PLOTTED ON:
40
22+75.
00
23+00.
00
23+04.
04
+03
TREE
23+25.
00
23+50.
00
23+68.
00
23+75.
00
1205
1210
1205
1210
1205
1210
1205
1210
1205
1210
1200
1205
1210
1200
1205
1210
PROJECT NUMBER
312183
SHEET NO.
3583-17
5'
40
24+00.
00
24+25.
00
24+27.
00
24+42.
20
24+50.
00
24+61.
00
24+75.
00
00 TO
5'
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
R/
W
R/
W
2.
5:
1
R/
W
R/
W
R/
W
R/
W
30
STA.24+75.
00
+80
TREE
R/
W
1200.17
27.37
1210
1203.00
30.00
1201.21
30.00
1203.04
30.00
1203.41
29.99
1204.02
30.00
1204.11
30.00
1205.15
30.00
14.
1:
1
14.
1:
1
12.
8:
1
13.
2:
1
9.
9:
1
20
2.
6%
1
8:
3.
4/
18/
2014
1201.89
19.00
1202.20
19.00
1202.55
18.99
1203.24
19.00
1203.33
19.00
1
8:
5.
1
4:
5.
1
5:
3.
1
3:
1
3:
3:
07:
33 PM
1203.66
11.00
1203.83
11.00
1203.98
11.00
1204.08
10.99
1204.29
11.00
1204.32
11.00
10
1204.65
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1203.88
DI
TCH LEAD LT
1204.05
1204.20
PE RT
1204.30
DI
TCH LEAD RT
1204.51
1204.54
0
PE LT
1204.87
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1203.66
11.00
1203.83
11.00
1203.98
11.00
1204.08
11.01
1204.29
11.00
1204.32
11.00
10
1204.65
11.00
3:
1
3:
1
3:
1
3.
3:
1
3.
3:
1
1201.75
20.00
1.
9%
1.
8%
1201.89
20.00
1202.50
19.00
1202.53
19.00
20
1202.87
19.00
1
10:
+03
TREE
+94
TV PED.
1
6:
9.
1
6:
9.
1
5:
6.
1
2:
7.
R/
W
R/
W
1203.14
30.00
R/
W
1203.43
30.00
R/
W
1203.63
30.00
R/
W
1203.72
30.01
R/
W
1203.65
30.00
R/
W
1203.67
30.00
FILE NAME:
30
1203.96
30.00
PLOTTED ON:
40
24+00.
00
24+25.
00
24+27.
00
24+42.
20
24+50.
00
24+61.
00
24+75.
00
1200
1205
1210
1200
+1
9
1205
TREE
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
1200
1205
1210
PROJECT NUMBER
312183
SHEET NO.
3583-18
5'
40
25+00.
00
25+25.
00
25+35.
18
25+50.
00
+49
TREE
25+59.
50
25+75.
00
25+89.
20
00 TO
5'
1200
1205
1210
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1210
1200
R/
W
R/
W
R/
W
9.
5:
1
30
20
4%
4.
1
6:
6.
4%
1.
8%
4.
R/
W
STA.25+89.
20
+1
4
TREE
R/
W
12.
5:
1
FENCE
R/
W
7.
7:
1
1202.19
30.00
1205
R/
W
4/
18/
2014
1201.64
19.00
1210
1202.52
30.00
1202.61
30.00
1200.54
1200.50
30.00
29.50
1201.80
30.00
1201.12
19.24
1202.36
30.00
1202.80
30.00
1
1:
3.
1
4:
3.
3:
07:
34 PM
1202.79
11.00
1202.87
11.00
1202.96
11.00
1203.02
11.00
1203.11
11.00
1203.18
11.00
10
1203.40
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE RT
1203.01
PE LT
1203.09
DI
TCH LEAD LT
1203.18
1203.24
PE LT
1203.33
1203.40
0
1203.62
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1202.79
11.00
1202.88
11.00
1202.96
11.00
1203.02
11.00
1203.11
11.00
1203.18
11.00
10
1203.40
11.00
3.
4:
1
3.
3:
1
3.
3:
1
3.
2:
1
3.
1:
1
3:
1
0.
7%
3:
1
1.
1%
1200.67
20.00
1200.75
20.00
1200.90
20.00
1201.00
20.00
1201.14
20.00
1201.25
20.00
20
1201.50
20.00
1
1:
8.
1
5:
10.
1
3:
11.
1
8:
8.
1
2:
8.
1
5:
4.
1
9:
4.
R/
W
R/
W
1202.72
30.00
R/
W
1202.97
30.00
R/
W
1202.13
30.00
R/
W
1202.14
30.00
R/
W
1202.03
30.00
R/
W
1202.20
30.00
FILE NAME:
30
1202.73
30.00
PLOTTED ON:
40
25+00.
00
25+25.
00
25+35.
18
25+50.
00
25+59.
50
25+75.
00
25+89.
20
1200
1205
1210
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1210
1200
1205
1210
PROJECT NUMBER
312183
SHEET NO.
3583-19
5'
40
26+00.
00
+07
TREE
26+25.
00
26+50.
00
26+66.
67
26+75.
00
27+00.
00
27+25.
00
27+50.
00
00 TO
5'
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
R/
W
R/
W
R/
W
R/
W
STA.27+50.
00
30
9.
4:
1
7.
4:
1
7.
4:
1
3.
5:
1
7.
7:
1
1199.62
23.58
R/
W
1201.05
30.00
1202.07
30.26
1201.44
30.00
1201.78
30.00
1202.10
30.00
1202.12
30.00
4/
18/
2014
1
7:
3.
1199.76
20.00
1200.40
19.83
1200.68
19.49
20
1200.97
19.14
03%
1.
1
1:
3.
1
1:
3.
1
3:
1
3:
3:
07:
35 PM
1201.88
11.00
1202.02
11.00
1202.31
11.00
1202.35
11.00
1202.45
11.00
1202.59
11.00
10
1202.73
11.00
+76
W.V.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1202.10
1202.24
RENEE LANE
1202.38
1202.52
1202.57
1202.67
1202.81
0
1202.95
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1201.88
11.00
1202.02
11.00
1202.16
11.00
1202.30
11.00
1202.35
11.00
1202.45
11.00
1202.59
11.00
10
1202.73
11.00
2.
8%
3:
1
3:
1
3:
1
3:
1
3:
1
3.
7:
1
3:
1
1199.76
20.00
1200.18
20.00
1200.23
20.00
1200.33
20.00
1200.47
20.00
20
1200.61
20.00
1
3:
5.
1
3:
12.
1
2:
26.
178:
1
+66
L.
P.
16.
2:
1
1
6:
19.
1
4:
10.
R/
W
1200.63
29.01
1200.31
29.41
1201.68
30.00
R/
W
1199.57
30.00
R/
W
1200.18
30.00
R/
W
1200.71
30.00
R/
W
1201.29
30.00
FILE NAME:
30
1202.50
30.00
PLOTTED ON:
W.V.
+77
HYD. +81
+89
W.V.
40
26+00.
00
26+25.
00
26+50.
00
26+66.
67
26+75.
00
27+00.
00
27+25.
00
27+50.
00
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
PROJECT NUMBER
312183
SHEET NO.
1199.90
21.49
3583-20
5'
40
27+75.
00
28+00.
00
28+12.
63
28+25.
00
28+50.
00
28+75.
00
29+00.
00
00 TO
5'
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
R/
W
R/
W
1200.66
30.00
R/
W
1200.82
30.00
R/
W
1200.87
30.00
R/
W
1201.16
30.00
R/
W
1201.29
30.00
R/
W
1201.29
30.00
STA.29+00.
00
30
1200.79
30.00
8.
5:
1
5.
5:
1
5.
3:
1
5.
5:
1
5.
9:
1
5.
6:
1
5.
7:
1
4/
18/
2014
1198.90
20.00
1199.05
20.00
5%
1.
1199.19
20.00
2%
1.
1199.33
20.00
6%
1.
1199.40
20.00
1199.47
20.00
20
1199.62
20.00
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
3:
07:
36 PM
1201.02
11.00
1201.17
11.00
1201.31
11.00
1201.45
11.00
1201.52
11.00
1201.59
11.00
10
1201.74
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
1201.24
1201.39
1201.53
1201.67
PE LT
1201.74
1201.81
0
1201.96
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1201.02
11.00
1201.17
11.00
1201.31
11.00
1201.45
11.00
1201.52
11.00
1201.59
11.00
10
1201.74
11.00
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
3:
1
1198.90
20.00
1199.05
20.00
1199.19
20.00
1199.33
20.00
1199.40
20.00
1199.47
20.00
20
1199.62
20.00
1
9:
9.
1
6:
10.
1
2:
10.
1
9:
9.
1
7:
9.
1
3:
8.
1
8:
4.
R/
W
R/
W
1200.98
30.00
R/
W
1200.26
30.00
R/
W
1200.22
30.00
R/
W
1200.34
30.00
R/
W
1200.38
30.00
R/
W
1200.41
30.00
FILE NAME:
30
1200.63
30.00
PLOTTED ON:
40
27+75.
00
28+00.
00
28+12.
63
+1
6
TREE
28+25.
00
28+50.
00
28+75.
00
29+00.
00
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
PROJECT NUMBER
312183
SHEET NO.
3583-21
5'
40
29+25.
00
29+39.
33
29+50.
00
29+75.
00
30+00.
00
30+25.
00
30+27.
22
00 TO
5'
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1200
R/
W
R/
W
R/
W
R/
W
R/
W
STA.30+27.
22
30
5.
2:
1
5:
1
4.
8:
1
4.
6:
1
3.
3:
1
+1
7
L.
P.
1.
0%
20
26%
0.
3:
07:
37 PM
1
3:
1
3:
1
3:
1
3:
1
2:
4.
4/
18/
2014
1198.33
22.43
1200.44
30.31
1200.18
30.39
1200.64
30.00
1200.64
30.00
1200.69
30.00
1200.67
30.00
1200.67
30.00
1200.30
21.43
1198.47
20.00
1198.62
20.00
1198.68
20.00
1198.76
20.00
06%
1.
1200.45
11.00
1200.59
11.00
1200.74
11.00
1200.80
11.00
10
1200.88
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
END PROJECT
HUM E AVENUE
1200.52
1200.53
PE LT
1200.67
1200.81
1200.96
PE RT
1201.02
0
1201.10
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1.
14%
1200.45
11.00
1200.59
11.00
1200.74
11.00
1200.80
11.00
10
1200.88
11.00
0.
39%
3:
1
3:
1
3:
1
3:
1
3:
1
1198.33
20.00
3%
1.
1198.47
20.00
8%
1.
1198.62
20.00
4%
1.
1198.68
20.00
20
1198.76
20.00
1
2:
4.
1
1:
4.
1
2:
4.
1
5:
4.
1
3:
6.
1200.40
29.76
R/
W
1200.17
29.89
R/
W
1199.92
30.00
R/
W
1200.70
30.00
R/
W
1200.99
30.00
R/
W
1201.14
30.00
FILE NAME:
30
1201.14
30.00
PLOTTED ON:
40
29+25.
00
29+39.
33
29+50.
00
29+75.
00
30+00.
00
30+25.
00
30+27.
22
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1200
PROJECT NUMBER
312183
SHEET NO.
1200.28
22.15
3583-22
5'
40
29+80.
29
30+00.
00
30+25.
00
30+50.
00
30+75.
00
31+00.
00
31+25.
00
31+36.
51
RENEE LANE STA.29+80.
29 TO
5'
1200
1205
1205
1200
1205
1210
1200
1205
1210
1200
1205
1210
1205
1210
1200
1205
1210
1200
1205
1210
R/
W
R/
W
1203.00
30.00
R/
W
R/
W
1203.09
30.00
R/
W
1203.77
30.00
R/
W
1203.93
30.00
1203.73
30.00
STA.31+36.
51
30
1203.40
30.00
4.
1:
1
4.
2:
1
4.
9:
1
6:
1
5.
5:
1
1.
5%
4/
18/
2014
1201.02
19.00
3.
2%
1201.25
19.00
1201.53
19.00
1201.30
19.00
20
1201.07
19.00
1
4:
3.
1
5:
3.
1
9:
3.
1
7:
3.
1
4:
3.
3:
07:
38 PM
1202.61
11.00
1202.73
11.00
1202.90
11.00
1202.93
11.00
1202.84
11.00
1202.68
11.00
10
1202.56
11.00
0.
20%
37%
1.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE LT
1202.83
1202.95
PE LT/
RT
1203.12
1203.15
1203.06
1202.83
1202.53
0
BEGI
N PROJECT
UPHAM STREET
1202.30
2.
01%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1202.61
11.00
1202.73
11.00
1202.90
11.00
1202.93
11.00
1202.84
11.00
1202.61
11.00
10
1202.31
11.00
3.
1:
1
3.
2:
1
3.
6:
1
3.
6:
1
3.
3:
1
1200.97
19.00
20
+93
L.
P.
3.
2%
1201.20
19.00
1201.44
19.00
1201.17
19.00
1200.90
19.00
+93
TV PED.
1
3:
10.
1
6:
12.
1
8:
14.
1
5:
19.
1
1:
25.
R/
W
R/
W
1201.41
30.00
R/
W
R/
W
1201.77
30.00
R/
W
1202.18
30.00
R/
W
1202.04
30.00
F:\Home\PW\CAD\FILES\3583\3583_701r.dgn
R/
W
1201.96
30.00
FILE NAME:
30
1201.62
30.00
PLOTTED ON:
40
29+80.
29
30+00.
00
30+25.
00
+21
TREE
30+50.
00
+46
TREE
30+75.
00
31+00.
00
31+25.
00
31+36.
51
1200
1205
1205
1200
1205
1210
1200
1205
1210
1200
1205
1210
1205
1210
1200
1205
1210
1200
1205
1210
PROJECT NUMBER
312183
SHEET NO.
3583-23
5'
40
31+50.
00
31+75.
00
32+00.
00
+88
TREE
32+25.
00
32+50.
00
32+75.
00
33+00.
00
00 TO
5'
1200
1205
1210
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1195
1200
1205
R/
W
R/
W
1199.80
30.00
R/
W
1200.80
30.00
R/
W
1200.69
30.00
R/
W
1200.91
30.00
R/
W
1201.16
30.00
R/
W
1202.29
30.00
STA.33+00.
00
30
1202.77
30.00
5.
4:
1
5.
3:
1
7.
6:
1
6.
4:
1
5.
5:
1
4.
2:
1
5.
7:
1
4/
18/
2014
20
3.
7%
1197.88
19.10
1198.21
19.00
1198.69
19.00
1199.20
19.00
1199.71
19.00
1200.23
19.00
1200.74
19.00
1
2:
3.
1
3:
1
3:
1
3:
1
9:
2.
1
8:
2.
1
9:
2.
3:
07:
39 PM
1199.77
11.00
1200.10
11.00
1200.51
11.00
1200.99
11.00
1201.49
11.00
1201.99
11.00
10
1202.43
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE RT
1199.99
PE LT
1200.31
1200.73
1201.21
1201.71
1202.22
0
1202.65
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1199.77
11.00
1200.10
11.00
1200.51
11.00
1200.99
11.00
1201.49
11.00
1202.00
11.00
10
1202.43
11.00
3.
1:
1
3:
1
3:
1
3:
1
3:
1
2.
8:
1
3.
1:
1
8%
0.
1198.04
19.00
1198.20
19.00
1198.70
19.00
1199.20
19.00
1199.70
19.00
1200.20
19.00
20
1200.70
19.00
1
5:
34.
1
9:
30.
1
3:
29.
1
4:
24.
1
5:
12.
1
6:
7.
1
8:
5.
R/
W
R/
W
1199.92
30.00
R/
W
1199.65
30.00
R/
W
1199.59
30.00
R/
W
1199.65
30.00
R/
W
1200.08
30.00
R/
W
1200.56
30.00
FILE NAME:
30
1201.02
30.00
PLOTTED ON:
40
31+50.
00
31+75.
00
32+00.
00
32+25.
00
32+50.
00
32+75.
00
33+00.
00
1200
1205
1210
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1195
1200
1205
PROJECT NUMBER
312183
SHEET NO.
3583-24
5'
5'
40
33+25.
00
33+50.
00
+61
TREE
33+75.
00
34+00.
00
+96
TREE
34+14.
18
34+25.
00
34+46.
00
00 TO
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
R/
W
R/
W
1199.22
30.00
R/
W
1199.36
30.00
R/
W
1199.28
30.00
R/
W
1199.32
30.00
R/
W
1198.92
30.00
R/
W
1198.80
30.00
STA.34+46.
00
30
1198.31
30.00
18.
8:
1
8.
8:
1
7:
1
4.
9:
1
4.
8:
1
4.
4:
1
4.
3:
1
1197.15
21.00
1197.25
20.73
1197.31
20.59
1197.38
20.40
1197.50
20.08
1197.63
19.75
20
1197.75
19.43
1
3:
3.
1
5:
3.
1
5:
3.
1
4:
3.
1
3:
3.
1
2:
3.
1
3:
3:
07:
40 PM
1199.60
11.00
1199.49
11.00
1199.44
11.00
1199.38
11.00
1199.35
11.00
1199.40
11.00
10
1199.54
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
2.
00%
PE RT
PE RT
0
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
DI
TCH LEAD LT/
RT
1199.82
1199.72
1199.66
1199.60
1199.57
1199.62
1199.76
1199.60
11.00
1199.50
11.00
1199.44
11.00
1199.38
11.00
4/
18/
2014
10
3.
4:
1
3.
7:
1
3.
9:
1
3.
8:
1
3.
5:
1
3.
3:
1
3:
1
2%
1.
0%
2.
20
1197.89
19.21
1199.35
11.00
1199.40
11.00
1199.54
11.00
1197.15
21.00
1197.27
21.00
1197.34
21.00
1197.43
20.98
1197.58
20.39
1197.73
19.80
1
9:
5.
1
3:
5.
1
1:
9.
1
2:
4.
1
6:
3.
1
7:
3.
1
2:
9.
R/
W
R/
W
1198.12
30.00
R/
W
1199.73
30.00
R/
W
1199.82
30.00
R/
W
1199.60
30.00
R/
W
1198.63
30.00
R/
W
1199.64
30.00
FILE NAME:
30
1199.73
30.00
PLOTTED ON:
40
33+25.
00
33+50.
00
33+75.
00
34+00.
00
34+14.
18
34+25.
00
34+46.
00
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
PROJECT NUMBER
312183
SHEET NO.
3583-25
5'
5'
40
34+50.
00
34+63.
43
34+75.
00
35+00.
00
35+22.
00
35+25.
00
35+34.
24
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
30
STA.35+34.
24
+36
TREE
00 TO
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1199.35
30.00
1199.01
30.00
1198.93
30.00
1198.65
30.00
1199.37
30.00
6.
8:
1
29:
1
9.
3:
1
8.
9:
1
7.
3:
1
1.
0%
0.
5%
20
3:
07:
41 PM
1
7:
4.
1
1:
4.
1
3:
1
3:
1
1:
3.
4/
18/
2014
1197.98
20.00
1197.89
20.00
1197.86
20.00
1198.30
20.00
1198.03
20.87
1200.04
11.00
1200.00
11.00
1199.98
11.00
1199.87
11.00
1199.75
11.00
1199.69
11.00
10
1199.62
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
PE RT
1200.26
1200.22
DI
TCH LEAD LT
1200.20
1200.09
1199.96
PE LT
1199.91
0
1199.84
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1200.04
11.00
1199.99
11.00
1199.98
11.00
1199.87
11.00
1199.74
11.00
1199.69
11.00
10
1199.62
11.00
3:
1
3:
1
3:
1
3:
1
3.
9:
1
7.
2%
7.
2%
1198.32
20.00
1197.69
20.29
1197.44
20.62
1197.32
20.77
20
1197.19
20.95
1
8:
30.
1
6:
1
6:
5.
1
5:
6.
1
1:
18.
R/
W
R/
W
R/
W
R/
W
1198.87
30.00
R/
W
1199.18
30.00
R/
W
1199.11
30.00
R/
W
1198.85
30.00
FILE NAME:
30
1197.48
30.00
PLOTTED ON:
40
34+50.
00
34+63.
43
34+75.
00
35+00.
00
35+22.
00
35+25.
00
35+34.
24
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
1195
1200
1205
PROJECT NUMBER
312183
SHEET NO.
3583-26
5'
5'
40
35+50.
00
35+52.
00
35+75.
00
36+00.
00
+89
TREE
36+25.
00
36+29.
16
36+50.
00
00 TO
1195
1200
1205
1195
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
R/
W
R/
W
R/
W
R/
W
1200.42
30.00
R/
W
1200.72
30.00
R/
W
1200.58
30.00
R/
W
1200.09
30.00
1200.38
23.55
5.
3:
1
5.
2:
1
4.
6:
1
4.
8:
1
195.
6:
1
STA.36+50.
00
30
1200.03
30.00
0.
6%
0.
2%
20
3:
07:
42 PM
1
2:
3.
1
2:
3.
1
5:
3.
1
6:
3.
+59
W.V.
+60
1
3:
HYD. 12.
4/
18/
2014
1198.64
20.00
1198.39
20.00
1198.16
20.00
1198.14
20.00
+57
W.V.
1201.28
11.00
1200.82
11.00
1200.76
11.00
1200.44
11.00
1200.25
11.00
1200.13
11.00
10
1200.12
11.00
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
36%
1.
PE RT
1201.43
PE LT
1201.04
1200.98
1200.65
1200.46
DI
TCH LEAD RT
1200.35
0
1200.34
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
2.
00%
1201.21
11.00
1200.82
11.00
1200.76
11.00
1200.43
11.00
1200.24
11.00
1200.13
11.00
10
1200.12
11.00
3.
3:
1
3:
1
3.
1:
1
3.
2:
1
3.
1:
1
3.
5:
1
5.
8%
1198.99
20.00
1198.69
20.00
1198.42
20.00
1198.21
20.00
1198.01
20.00
20
1198.17
20.00
1
9:
18.
1
6:
15.
1
7:
15.
1
5:
11.
1
7:
8.
1
5:
10.
R/
W
R/
W
R/
W
1199.94
30.00
R/
W
1199.84
30.00
R/
W
1199.29
30.00
R/
W
1198.84
30.00
R/
W
1198.65
30.00
FILE NAME:
30
1198.70
30.00
PLOTTED ON:
40
35+50.
00
35+52.
00
35+75.
00
+73
TREE
36+00.
00
36+25.
00
36+29.
16
36+50.
00
1195
1200
1205
1195
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
1200
1205
PROJECT NUMBER
312183
SHEET NO.
3583-27
5'
40
36+75.
00
36+80.
83
00 TO
5'
1200
1205
1200
30
1199.70
30.00
STA.36+80.
83
+70
L.
P.
1
20:
4/
18/
2014
1200.25
19.00
20
1
3:
3:
07:
43 PM
1202.23
11.00
10
1202.03
11.00
0.
20%
0.
57%
DEBRA LANE
1202.16
0
1202.01
FILE NAME:
0.
89%
0.
56%
1202.10
11.00
10
1201.92
11.00
1205
PLOTTED ON:
3:
1
1199.79
20.00
20
27.
6:
1
1199.43
30.00
30
40
36+75.
00
36+80.
83
1200
1205
1200
1205
PROJECT NUMBER
312183
SHEET NO.

M A T C H L IN E S T A . 1 5 C + 0 0 EVIRD NEMRAC

Transcription

Similar documents