HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 20DATE:
9/3/04
4
Sheet
N mber
Description
C803
4
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
3
Roll Curb Inlet Detail
C803
2
Beehive Inlet Detail
I mo
C803
1
Storm Manhole Detail
C803
5
Precast Concrete End Section
C803
7
RipRap Detail End Section
C803
8
Outlet Control Pipe
JO 11
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.:
C60
860
855
850
845
840
835
830
825
820
505
LLJ
J
LLJ
LLJ
LLJ
O O
N
cc)
co
U
c/D
w
233'
100
FEErg OF
RFTAININ
WAI I
10' BUILDING SETBACK
OND 1
840.00
841.76
BANK 844.50
000
0.55%
000
BUILDING 4
EXIST. 40' R/W
0401 0402 0403 1 0404 0405
12 "RCP
000
/W
LiJ
LLJ
X 16.5'
2RW
000
60'
0.70%
12 "RCP
000
W
J
CO
00 0
Q`��
K
10' BUILDING SETBACK Vy/,�
000
J
CJ N
0301 0302 0303 0304 0305
BUILDING, 3
DU &SE
/110
ret-4
S
2 4 1-I. _85' ,O.,87%•
0.62%
12 "RCP
U
0
CO
cO
00
27'
1.56%
12 "RCP
8
POND 1
NP= 840.00
ar>
nu
MVO
34' ACCESS
EASE
2 4'
ENT
617
C803 PIPE REQUIRED
POND 1
NP= 840.00
OUTLET CONTROL
EX. POND
1.n' RI III U) G SETBACK X15' SE 40:
U
LLJ
Cn
CD
LJ
CD
N
ED
w
N
O
CD
00
O
0
O
CN
N c
STOR
247'
1.14%
0
12 WATERMAIN.
PROPOSED BY OTHERS
STOR
V
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
MEW
"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.
J
rte...
z
NE
NI
luu
Frlig OF
RETAINING
WALL
'OND 1
=840.00
'R 841.76
BANK 844.50
SEWER PLA\
1 2 "RCP
SEWER PROFILE
HARVARD LANE
302 1301
U
LLJ
C/7
CI)
N
DU &SE
15' SE
EX. POND
NP= 837.20
1
1
I I
BUILDI'JG 12
I I
I I
I I
I I
1204 1203 1202
24'
0.55%
12 "RCP
U
Cl_
CO
00
1 46'
2 .239'
11
2
4' 1
m
I IY
12» RCP
U
W
LLI
Cn
LC)
O
C0
0
CO
0
CO
0
0
POND 3
NP= 841.60
POND 3
NP= 841.60
U
W
Cr)
N
IL.E,(G1ENID
Existing Grade
New Grade
Granular Backfill
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
IBM 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
SCALE:
143'
0.79%
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.
12 "RCP
u 24'
0.55%
12
I— Cr) L IJ
J N
Z
CO CO
Cr 00
d
CO
N 7
r 00
LC) CL7E_
00 0
I— U
(f) F_.2. :2:
DU &SE
POND 3
NP= 841.60
100 YR 844.96
TOP OF BANK= 847.00
1 =30'
HORZ.: 1 =50'
SCALE:
VERT.: 1 =5
860
855
850
845
840
835
830
825
820
$)01•1 T. e
G1STER /PA
No.
L0. 0000075
-20 s;; STATE OF
%A SS /4NAL
TIN I I I I I I I I I I 1 1111
3 44.04, -mac.
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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