HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 21DATE:
9/3/04
PROJECT NO.:
4831.002
Sheet
Detail
Number
Description
F
C803
4
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
3
Roll Curb Inlet Detail
C803
2
Beehive Inlet Detail
C803
1
Storm Manhole Detail
C803
5
Precast Concrete End Section
C803
7
RipRap Detail End Section
C803
8
Outlet Control Pipe
NQ 11'1E
DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
PLAN PROFILE
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C601- 602.DWG
XREF: 002 BS.DWG
XREF: 4831001 S.DWG
XREF: STORM.DWG
SHEET NO.:
C602
BALDING; 8
1 1 I
1 1 I
302 0803 0804 0805
(n
C/
W
I
J
24'
0.40%
12"RCP
U
00
r)
0
00
Cr)
139'
0.81%
DU &SE
POND 3
NP= 841.60
100 YR 844.96
TOP OF BANK 847.00
BOTTOM OF POND 833.60
15'
1
1
aE
12 "RCP
Z
O
I--
U
W
(/i
CD
0901
(n
POND 3
NP= 841.60
HOLEY MOLEY SAYS
e` DON'T
DIG
BLINDn
"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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CO
1-
W
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CD
00
J
00
0
W
O
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00
4'
147' 0.30%
OUTLET CONTROL
8
PIPE__..REQUIRED C803
DU &SE
POND 3
NP= 841.60
100 YR 844.96
TOP OF BANK 847.00
BOTTOM OF POND= 833.60
i l 1 1 I
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BUILDIG 14
I I
I I I
1 I I
I I I
1404 1403 1402 1401
000
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CO
d
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00 200
U
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45'
0.30%
15 "RCP
U
0
00
10' BUILDING SETBACK
N
O
cid
00
Z
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46'
0.30%
15 "RCP
000 000
67'
0.21%
18 "RCP
1505 1504 1503 1502 1501
20
0.21%
18 "RCP
1 I I I I I
I I
I I I
I I I
BUILDINGH5
000
POND 2
NP= 840.70
CD
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(Y
CD
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24'
0.50%
12 "RCP
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000
SEWER PLA\
CID (CD
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CD Fr) c o
V) t `00E-
00 0
U
118'
0.59% 12 "RCP
GUILFORD
W
COMMONS DRIVE
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00
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00
1
BUILDING; 16
1 1 1
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1505 1504 1503 1502 1 1501
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CO
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tf, N
211'
DU &SE
SEWER PROFILE
0.60%
P ND 2
NP= 840.70
100 Y 843.02
TOP OF qANK=84 5.02
12 "RCP
2
4'
34' ACCESS
EASEMENT
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up :2:
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N N
BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED
SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH
OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND
95 FEET WEST OF PENNSYLVANIA STREET.
ELEVATION 753.46 (NGVD 1929)
TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT
THE NORTHEAST CORNER OF THE SUBJECT TRACT.
ELEVATION 843.93
TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER
POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT.
ELEVATION 846.21
W
J
0.30%
12 "RCP
w
N N
O
1�
O
10 BUILDING SETBACK
N
W
J
O
Z
71' 1
24' 27
0.30% 0.23%
12 "RCP 15 "RCP
58'
0.30%
15 "RCP
27'
0.30%
15 "RCP
POND 2
NP= 840.70
OUTLET CONTROL
CC803 PIPE REQUIRED
II..IEGFEWID
Existing Grade
New Grade
Granular Backfill
0
U
W
Cn
0
W
O
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.
5. GRANULAR BACKFILL PLACED UNDER PAVED AREAS TO BE
COMPACTED IN LIFTS.
P ND 1
NP 840.00
100 Y 841.76
TOP OF BANK 844.50
O
Cr
(nz
31'
0.65%
12 "RCP
0■1 .111
;r� sao
POND 2
NP- 840.70
100 YR =843.02
TOP OF BANK= 845.02
Cn
CO O
0 O In
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O O Op
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::::U»
Cr) I
46'
0.60%
12 "RCP
SCALE: HORZ.:
VERT.:
SCALE: 1 =30'
00
N N
N N
N 0
C)000
O r rj 00 1--
Z
29'
0.80%
12 "RCP
1 =50'
1"=5'
12 TEE
12 "x8" E
8" VAL
UCEF
860
855
850
845
NP O8 000 840
835
830
825
820
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QO T. Bo
4
(b. q-i(- ��sTER F
No.
O
STATE OF
S /ONAL
�I
0000075:
E 444.14,
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)
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.com
Architecture
Civil Engineering
Environmental Engineering
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GIS *LIS
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Land Surveying
Landscape Architecture
Transportation Engineering
CD
U
INLET WITH CATCH BASIN
TO WNHOMES
INLET WITH CATCH BASIN
INLET WITH CATCH BASIN
INLET WITH CATCH BASIN
Indiana 46240
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