HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 171 IL,IEENTIDOIDIE7FAE=
Sheet
Detail
mber
Descri bon
P
C802
1
Precast Reinforced Concrete Manhole
C802
2
Sanitary Sewer Bedding Detail
7 l---
C802
6
Service Connection for Sewer
C802
5
Wye Lateral Capping Detail
ITc J.L
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKFlLL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C401- 403.DWG
XREF: 002 BS.DWG
XREF: 4831001 S.DWG
XREF: SANITARY.DWG
SHEET NO.:
c zl o: 0 .14.'
860
855
850
845
840
835
830
825
820
WYE LAT. Et LT. WYE LAT. WE LAT. WYE LAT.
0+94 1 Or 1 0+63 1 0+39 1 0+15
B ILDINQ► 17
1701 i 170 1 1 1703 1 1704 i 1705
WYE LAT.
1 +82
GUILFORD ROAD
50' BUILDING SETBACK
10 DU&SE
YALE DRIVE
WYE LAT.
0+85
0105
NOTE:
2' CHAIRBACK CURB, PAVEMENT
AND 10' ASHALT PAN TO BE
BUILT BY OTHERS.
WYE LAT. WYE LAT. WYE LAT. WYE LAT. WYE LAT.
0+40 1 0+16 I 0+85 I 0+61 1 0+37
BUILDIN 2
0201 0202 0203 0204 0205
NAE
E
r
1001 1 1002 1 1003 1 1004 1 1005 1 1006
WYE LAT. 1 WYE LAT. 1 WYE LAT. I WYE LAT. 1 WYE LAT. I WYE LAT.
3+64 3+34 3+16 2 +86 2 +67 2 +43
1111111111
cn
rn
j N MI6"
1 1 1 1 1 1 1 1 1
I I I I
I I
BUILDING 1Q
I I
II I I I I II II 1 1
1 1 1 1 1
I I I I
1BUILDING 11
1101 1 1102 1 1103 1 1104 1 1105 1 1106
WYE TAT. I WYE LAT. 1 WYE LAT. I WYE LAT. 1 WYE LAT. 1 WYE LAT.
2 +02 1 +75 1 +56 1 +26 1 +08 0+76
CJ)
CM3 LNtr
00 10 10
N rN
Q429 R Pvf
93' 0.42% 8 PVC
137'
0.42%
SA \ITARY SEWER PLAN
co
co
r////////ff/:#74j
1z wArEP PROPGSfC B1” 01HER5
38] 1
8 "PVC
8 'PVC
CT
83' __0 8
Q Ld
(n
o. ..co
N N3
CD 00 1--
00z CI
�zz
SA \ITARY SEWER PROFILE
172'
r
11
0.42%
EX. 18" CMP
END SECTION SWALE
INV- 838.8±
8 "PVC
(n z
6,4
260'
EXIST. 87 SANITARY
0.42%
II..atCrIEE L7�EED
Existing Grade
New Grade
Granular Backfill
HOLEY MOLEY SAYS
ee
DON'T
DIG
BLIND"
BIT'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.
8 "PVC
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
z
E-
:2:
Cn
O
U
ria 1
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 WIITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFIETY.
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. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTIUTY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
IBIENCIFITMAdRIK
w
CO
r7
co
0)
N
r7
N)
CO
X
w
SCALE: 1"=50'
O
Z
x
w
8" PVC
HORZ.: 1" —50'
SCALE:
VERT.: 1 5
860
855
850
845
840
835
830
825
820
Cri
LLJ
w
w
o
0
U
g
U H
w
a s
o
w cr)
N
w
C
Cn N
G3
(f) F w
>m
w
N
T E R O
No.
0
ST ATE OF
4 I f I0111111t
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
0
ccs
0
a)
a)
TOWNHOMES