HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 14DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
ENTRANCE PLAN
INTERSECTION DETAILS
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C301.DWG
XREF: 002 BS.DWG
XREF: 4831001 S.DWG
SHEET NO.:
C30
LLJ
N
BR STA 5 +75.05
1847.691
(847.36)GUT
CUM
TC 12.00 RT
BR STA 4 -91
TC 12.0
(847.12)GUT
1847.451
91
0' RT
1847.631
5+00
5+24.24
847.51)
BR STA 6 +39.05
TC 12.00' RT
(847.30)GUT
Cfl
847.79 TC
(847.46)GUT
SCALE: 1"=2O'
YALE DRIVE
YALE DRIVE
IVY LANE
YALE DRIVE
BUILDING SETBAC
2
4'
00
00
00
goo
0
U
HARVARD LANE
4'
4',
0 O (849.56)GUT
00
1 +00
(849.89)
1849.871
TC
(849.54)GUT
HARVARD LANE
IVY LANE
HARVARD LANE
TC BR STA4 2 +63.20
(843.31)GUT
22.50 R (FACE)
1843.641
ASSUMED NORTH
SCALE: 1"=20'
12.00
I
BR STA 9 +33.
12.00' LT 1849.711TC 1
SCALE: 1 =20'
1843.791
BR STA 8 +69.45 1849.731TC
12.00' LT (849.40)GUT
BR S I t, 1+,32.
LT
(849.38)GUT
L
B P, S A 1 -31.67 1 E 49.31 ITC
12.00 RT (64898)GUT
1844:18 ITC BR STA 2 +63.25
(843.68)GUT 5.00 RT
TC BR STA 2 +73.68
(843.46)GU T
24.39 RT (FACE)
M E(844.17
5'
SE
30
1
LLJ
Q
2 +00 w
Q
(848.15)
GUILFORD COMMONS DRIVE
BR STA 2 +97.99
56.22' RT
(EDGE OF PVMT)
18'
BR STAI1 +31.67
TC 1 .00' RT
(847.501
C
1847.731
BR STA 1+66.08
Tc 12.00' RT
(847.37)GUT
1847.701
1847.5oc BR TA 1 +12.
(847.17 )GUT 1 2.0
I I 1
847.86
TC BR STA 2 +30.09
(847.40)GUT 12.00' RT
0)
SCALE: 1"=20'
30'
ME 842.19
GUILFORD ROAD
YALE DRIVE
O
C\
847.89 TC
(847.56)GUT
24'
15' SE
TC
E4 3)GUT r
O7
1 +00
24
U
BR STA 2 +63.25
1843.801
GUILFORD COMMONS DRIVE GUILFORD ROAD
TEMPORARY PAVEMENT
SCALE: 1"=2O'
TC
(843.47)GUT
YALE DRIVE
YALE DRIVE
HARVARD LANE
BR STA 2 +73.64
24.41' LT (FACE)
z
0
5.00' LT 1844.181TC
(843.68)GUT BR STA 2 +63.12 1843.64 ITC
22.50' LT (FACE) (843.31)GUT
BR STA 2 +98.51
55.72' LT
(EDGE OF PVMT)
50' BUILD I\G SETI AC
'Y _RELOCATE EX. UTILITY POLE
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
DAYS BEFORE COMMENCING WORK.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
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YALE DRIVE
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4'
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0
00
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1+00
846.59
YALE DRIVE
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5
GUILFORD COMMONS DRIVE
YALE DRIVE
000
x ELEV
DESC
BR STA 3 +75.65
12.00' LT I846.
(846.38)GUT
BR STA 1 +32.00
23.00' LT 1846.201TC
SCALE: 1"=20'
t
II.,IEC��
(ow .00)
1000.001
nn
(845.87)GUT
BR STA 1 +35.00
5.00' LT
UILFORD
MMONS DRIVE
BR STA 4 +61.65
12.00 LT1846.89ITC
846.56~ UT=
BR STA 1+35.00 Do
5.00' RT1846.72ITC
(846.22)GUT,
BR STA 1 +32.00 846.20 TC
23.00' RT (845.87)GUT
ASSUMED NORTH
SCALE: 1 =20'
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
New, Temporary Pavement
with in Right of Way
1846.721
TC
(846.22)GUT
w
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49.4p
��P��GISTFR fF%
No.
0000075
STATE OF
o
DATE: 9/3/04
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. (2004)
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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