HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. HI S-EIV,IL21C11
Sheet
Detail
Number
Description
C801
1
Street Cross Section Details
C801
3
Concrete Sidewalk Detail
C801
4
Sidewalk Ramp For Handicapped Detail
Pipe Underdrain Detail
C803
P -1
C803
C-4, -5
Curb Detail
C301
C -3
Intersection and Cul -de -sac Details
220.00'
46.20'
S17 °58'57 "W
12 °03'11"
C -4
99.85'
®IDE All
All Streets to be 28' F -F in width unless otherwise noted.
Rights -of -way to be 50' in
width unless otherwise noted.
CURVE DATA TABLE
CURVE
LENGTH
RADIUS
CHORD
CHORD BEARING
DELTA
C -1
40.05'
170.00'
39.95'
S17 15'38 "W
13 °29'49"
C -2
43.16'
195.00'
43.07'
S17 °40'04 "W
12 °40'55"
C -3
46.28'
220.00'
46.20'
S17 °58'57 "W
12 °03'11"
C -4
99.85'
170.00'
98.42'
N07 °10'56 "E
33 °39'13"
C 5
114.54'
195.00'
112.90'
N07 °10'56 "E
33 °39'13"
C -6
129.22'
220.00'
127.37'
N07 °10'56 "E
33 °39'13"
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 1
89 °24'02"
C 9
112.47'
475.00'
112.21'
S02 °51'42 1
13 °33'59"
C -10
118.39
500.00'
118.11
S02 °51'42 1
13 °33'59"
C -11
124.31
525.00'
124.02'
S02 °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'
S29 °00'32 "W
50 °10'29"
C -14
155.88'
89.00'
136.70'
NO3 °55'18 1
100 °20'58"
C -15
77.94'
89.00'
75.47'
S21°09'561
50 °10'29"
C -16
223.58'
148.82'
203.14'
N46 °57'39 1
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.:
C202
SEE DETAIL SHEET C301
ALIFAX STREET
915
890
885
880
SEE DETIAL $H
ing Grade
T C301
16 +00
17 +00
BARTO\ STREET
-0.70%
19 +00
20 +00
STREET PLAN
3 +00 2 +Ou 1 +00
STREET PROFILE
30 +00
New Grade
31 +00
T STREET
915
0.71%
32 +00 32 +51.65
905
II..IBCrlariNfla
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.
ais
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
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
WITHOU i NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
SCALE: 1 =50'
HORZ.: 1 =50'
SCALE:
VERT.: 1 =5
I
i
DATE:
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF NE 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)
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering