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ELLEPHONE CO.
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65'
0 0.50%
890 64' 1 Cp_
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N12'�'RCP
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0.50% 95' 0.49% 15"RCP 60' 36' 15"RCP
W
0.50% 12"RCP 0.50% 0.50% 100' 0-507o 21"RCP 88' 0.50% 21"RCP
885 12"RCP 18"RCP-, --21"R-CP - ------ . . . ... ...... .....
LLJ
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880
875
I
STORM SEWER PROFILE
CRM�Mpl-"� 1.14(arr=
0��' j 00679,
Det 11
Nyrnober
C5
L'j PROPOSED
REGENCY 1
k4 �,
14
12
1 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
=M
BUILDING
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
BLIND7y
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
13
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
LLJ EXISTING ELECTRICAL
W W LINE TO BE RELOCATED
SAFETY.
XREF: 3001ABS.DWG
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
E-
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
SHEET NO.:
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
6" S.S.D. FROM
DOWNSPOUTS
—71
T '//
STORM SEWER PLAN
910
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M Ln OC) =D CO 00 00 V') C) LC5 I-- ::D 7D (�6 co =D C) r-: 00
ck� 00 — 00 co CY) 00 cc LC; co 00 (z) 00 00 00
CD '- 00 00 00 CD rl� cy) =D C-) z41 C7) z4t M
LC) C6 00 06 ci 01) ZD Of a, CD Q0 00 :� 0-, oo (D co
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r- 00 CD "d- 00 CD 00 00 F-- 00 — — — Cn (--> 4 co 00 co z**� = =
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co 06 CO C14 F- 00 00 co r': CO of
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895 — ------
65'
0
R.4 � 0/.
65'
0 0.50%
890 64' 1 Cp_
!f2!!RCP-
CI-D
1.00% 47' 29'
------------ – C/*) 0.65% 0
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24' 47. 12"RCP 0.66%.
N12'�'RCP
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0.50% 95' 0.49% 15"RCP 60' 36' 15"RCP
W
0.50% 12"RCP 0.50% 0.50% 100' 0-507o 21"RCP 88' 0.50% 21"RCP
885 12"RCP 18"RCP-, --21"R-CP - ------ . . . ... ...... .....
LLJ
__j
LLJ
880
875
I
STORM SEWER PROFILE
"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
LOCAT10N SERVICE TWO (2) WORKING
DAYS BEFORE �OMMENCING WORK.
161-AmE
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
A
H
CRM�Mpl-"� 1.14(arr=
HOLEY MOLEY SAYS
Det 11
Nyrnober
DON'T
C803
C803
14
12
1 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
DIG
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
BLIND7y
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
13
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
XREF: 026-BS.DWG
SAFETY.
XREF: 3001ABS.DWG
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
E-
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
SHEET NO.:
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
"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
LOCAT10N SERVICE TWO (2) WORKING
DAYS BEFORE �OMMENCING WORK.
161-AmE
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
A
H
%
�eet
Det 11
Nyrnober
Description
C803
C803
14
12
Bedding Detail - Reinforced Concrete Pipe (REP)
Chairbock Curb Inlet Detail
C803
14
Paved Area Inlet Detail
C803
13
Storm Manhole Detail
XREF: 026-BS.DWG
XREF: 029-BS.DWG
XREF: 3001ABS.DWG
XREF: 3004BS.DWG
E-
XREF: STORM DWG
SHEET NO.:
(CCD(an
SCALE: 1 "=30'
1--
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Y. G ANULAR
/EX. URA
CONCRETE CRADLE
b�C�F&' ZBACkFILL
EQUIRED k
C(
E 890
R55' r A
0.30%
L --------- — 12 R'C' P
47' –jl III – – – – – – – – – – – -
FUTURE 12' 0,86% L J 2 --- — -4 1
1 00 9 L J
0.86%� 12'RCP Ll� 58' 885
ee---- - . ..... . . .
12"RCP STUB U 00 0.27%
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Existing Grade
New Grade
Granular Backfill
SCALE. HORZ.: 1 P1 = 50'
VERT.: 1 "=5'
880
875
w*e
Lj
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No,\
'IN T.
\STE
ZAAAAA-1-1--5§�� '0
No.
10000075:
-)0- STATE OF
Q
_PIN
DATE: 5/3/05
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
I NTELLECTUAL 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.(2005)
f4lb
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.:
5/3/05
1238.040
DRAWN BY:
CHECKED BY:
DCC
C)
STORM SEWER
PLAN & PROFILE
DRAWING FILES:
N: \1 238\040\DWGS\C60l.DWG
XREF: 040-BS.DWG, 040-ADDTOPO.DWG
XREF: 026-BS.DWG
XREF: 029-BS.DWG
XREF: 3001ABS.DWG
XREF: 3004BS.DWG
E-
XREF: STORM DWG
SHEET NO.:
(CCD(an
C>
z
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Cz
DATE:
PROJECT NO.:
5/3/05
1238.040
DRAWN BY:
CHECKED BY:
DCC
SHEET TITLE:
STORM SEWER
PLAN & PROFILE
DRAWING FILES:
N: \1 238\040\DWGS\C60l.DWG
XREF: 040-BS.DWG, 040-ADDTOPO.DWG
XREF: 026-BS.DWG
XREF: 029-BS.DWG
XREF: 3001ABS.DWG
XREF: 3004BS.DWG
XREF: FUT-BS.DWG
XREF: STORM DWG
SHEET NO.:
(CCD(an