HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. GS'W,ILEICE
Sheet
eta
Description
C801
1
Street Cross Section Details
C801
3
Concrete Sidewalk Detail
C801
4
Sidewalk Ramp For Handicapped Detail
C803
P -1
Pipe Underdrain Detail
C803
C -4,C -5 I Curb Detail
C301
C -3
Intersection and Cul -de -sac Details
220.00'
46.20'
517'58'57 "W
12'03'11"
C -4
99.85'
NCYTIE
All Streets to be 28' F -F in width unless otherwise noted.
All Rights -of -way to be 50' in width unless otherwise noted.
N0710 "E
CURVE DATA TABLE
CURVE
LENGTH
RADIUS
CHORD
CHORD BEARING
DELTA
C -1
40.05'
170.00'
39.95'
51715'38 "W
1329'49"
C -2
43.16'
195.00'
43.07'
517'40'04 "W
12'40'55"
C -3
46.28'
220.00'
46.20'
517'58'57 "W
12'03'11"
C -4
99.85'
170.00'
98.42'
N0710 "E
33'39'13"
C 5
114.54'
195.00'
112.90'
NO710'56 "E
33'39'13"
0-6
129.22'
220.00'
127.37'
NO710'56 "E
3539'13"
C -7
39.53'
25.00'
35.54'
N54'56'40"W
90'35'58"
C -8
39.01'
25.00'
35.17'
N35'03'20 "E
89'24'02"
C -9
112.47'
475.00'
112.21'
S02'51'42 "E
13'33'59"
0-10
118.39'
500.00'
118.11'
502'51'42 "E
13'33'59"
C -11
124.31'
525.00'
124.02'
502'51'42 1
13'33'59"
C -12
184.54'
112.57'
164.56'
N43'02'21 "W
93'55'18"
C -13
77.94'
89.00'
75.47'
529'00'32 "W
50'10'29"
C -14
155.88'
89.00'
136.70'
NO3'55'18 "E
100'20'58"
0-15
77.94'
89.00'
75.47'
S21'09'56 1
50'10'29"
C -16
223.58'
148.82'
203.14'
N46'57'39 "E
86'04'42"
DATE:
6/30/03
PROJECT NO.:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
STREET
PLAN PROFILE
DRAWING FILES:
N: \1238 \9006 \DWGS \C201- 202.DWG
XREF: 9006BS.DWG
XREF: NOR -BS -E.DWG
XREF: 1009BS.DWG
XREF: 15003BS.DWG
SHEET NO.:
C20
91Q
905
900
895
890
885
880
875
CD
UD
1
I I
H-
U)
CL
LO
vi
0)
CO
w
w
0
N
0)
CO
00
C)
00
2 +00
CO
N
CO
N
-0.70%
3 +00
CO
0)
CO
CO
0)
CO
4 +00
5 +00
6 +00
DUN!
7 +00
SIRE
BARTO
T PLA\
8 +00
STREET
STREET PR
II..IEGIEINFILD
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
9 +00
FILE
0)
00
N
00
N)
vi
C7)
CO
10 +00
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
BIENCIHOMIAIRIK.
11+00
12 +00
Existing Grade
JLIE GI��.D
New Grade
13 +00
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
AY FIR N I •RK.
SCALE: 1"=50'
14 +00
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
15 +00
u 111 I I I I u I t I I I i iI n
\a 4 S s
O Q\ F. G\ST
N o.
9 5 0 00 2
v STATE O F w
/In 111
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION. AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
t
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schneidercorp. corn
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