HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 11I
1
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
NI
DRAWING FILES:
N: \1238 \1003 \DWGS \C302.DWG
XREF: 1003 BS.DWG
XREF: 1004- ABS.DWG
XREF: CA5.DWG
XREF: CA7.DWG
SHEET NO.:
C302
DATE:
10/31/03
OJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
ENTRANCE PLAN
DRAWING FILES:
N: \1238 \1003 \DWGS \C302.DWG
XREF: 1003 BS.DWG
XREF: 1004- ABS.DWG
XREF: CA5.DWG
XREF: CA7.DWG
SHEET NO.:
C302
CC
-9) ME
(898.55
R/W LINE
oz—
Or,
1f "71 11 -1t �.I 11 -1 71 1
7 "II =7f= If'=1P=1f w
6" #73 STONE
MIN.
SLOPE: 1/2
PER FT. MIN.
3
0
O
O
0
0
0
7
70' HALF OF RIGHT -OF -WAY
NEW PAVEMENT
VARIES FROM 12' TO 24'
SAW CUT EDGE OF EXISTING PAVEMENT
TO FORM A NEAT JOINT
150' TAPER::
54.68' RT
EXISTING
PAVEMENT
1" SURFACE #11 OR #12
5" BINDER #9
14" #53 STONE BASE
TOWNE ROAD
CENTER LINE
EXISTING
PAVEMENT
STONE
SHOULDER SLOPE_ 1 /4 PER FT. MIN. •4"w 4* tAsv
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS SECTION No. 207
TOWNE ROAD PAVEMENT SECTION
/4......PER...FOOT
70' TAPER
897.77
10' ASPHALT PATH
897.00
(897.00.
El 896.8 I
BR STA 1+23.76
(897.05
10:-S:. ASPHALT PATH
MOM
000 896.3:
CC 0
897.19
EXISTING
Village of WestClay
SECTION 10004 —A
(BRENWICK TND COMMUNITIES;:. LLC)
BR STA 1+24.24
897.69
BR STA 1 +64.24
14.50' RT
1 896.301
00
0)
1" SURFACE #11 OR #12
5" BINDER #9
14" #53 STONE BASE
100'
VARIES FROM 12' TO 24'
i
70' HALF OF RIGHT -OF -WAY
NEW PAVEMENT
SLOPE: 1
4 PER FT. MIN.
CD
n
STONE
SHOULDER
7'
MIN.
SLOPE: 1/2
PER FT. MIN.
3'
c115 T=IT
NOTE: ALL EXISTING AND PROPOSED UTILITY RELOCATION OR IMPROVEMENTS
ARE TO BE COMPLETED PRIOR TO PLACEMENT OF ANY PAVEMENT
WITHIN RIGHT -OF -WAY.
FINCHLEY ROAD
TOWNE ROAD
SCALE: 1 =30'
R/W LINE
6" #73 STONE
187.4'
1/4" PER FOOT
1/4 PER FOOT
9
54,32 LT
BR STA 1 +63.76-
14.50 LT
1 896.31
00
0)
00
PATH
EXISTING
LAUREL LAKES SUBDIVISION Th,
000�.
1 896.6
CD
X
W
1897.661
1/4 PER FOOT
1/4 PER FOOT
ME(897.19.
EXISTING TOWNE ROAD
120.4'
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 1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
PER::: FOOT
000
x [LEV
DESC
t
(000.00)
000.00
ASSUMED NORTH
SCALE: 1 =30'
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
w/ description
New Pavement Grade
All Other Finish Grades
Flow Arrow
O 2' Chairback Curb
E tee...04.
DATE: 11/12/03
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)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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