HomeMy WebLinkAbout67-96.514 `� `� U I y ILA i i 11
M /
Y /
L
fi
J
H
G
1
6 y 7 CONNECTION TO MAIN SEWER
5&C112 WYE d: LATERAL CAPPING DETAL
SANTARY MANHOLE No./.-.N
vimmon
SANITARY SEWER LEGEND
5
C802
765
F
760
EXISTING
755 TC- 753.50
EXISTING TOP OF CASTING TO BE ADJUSTED
FOR FINAL GRADING & LANDSCAPING TC- 751.30 _EXIST .__GRADE__
PROP. TC- 752.8
Er --------------------
II- - - - -- --------------- - - - --
750 I I - - --
it
I i
,100r,
GRANULAR INV- R745.7f NEW GRADE
I I 8" PVC
I INV- 744.90(SE) BACKFl CONCRETE
745 I CRADDLE
D I
1
740 EXIST. 8" PVC t, INV- 744.00(SW) INV- 744.10(NE)
INV- 743.00(E &W) INV- 743.10(NE)
TC- 753.30
SANITARY SEWER PLAN
GRANULAULA R I " DON'T
BA
DIG
`. of
INV- 745.81
735 1- 800482 -5544
CALL TOLL FREE
C FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
730 IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO 2 WORKING
200' of 8" PVC ®0.45R 272' of 8" PVC A 0.637:
DAYS BEFORE COMMENCING WORK.
725
B
�
Z
CD
Z
Z
tn
C
Z
En
m
Q
X
tM
p
W
�
O
C
�
Z
Z
A
1 I 2 I 3
4
5
TC- 753.20
Cn
TC- 752.30
745.23(NW,SW,NE)
133' of 8" PVC A 0.45%
EXIST. GRADE H
- - - - - - - - - - \ - - - - - - - -
INV- 745.83(NW&SE) «•
CRADDLE
193' of 8" PVC A 0.45%
�
Z
Z
=
Z
Z
tn
C
Z
En
1 I 2 I 3
4
5
TC- 753.20
Cn
TC- 752.30
745.23(NW,SW,NE)
133' of 8" PVC A 0.45%
EXIST. GRADE H
- - - - - - - - - - \ - - - - - - - -
INV- 745.83(NW&SE) «•
CRADDLE
193' of 8" PVC A 0.45%
SANITARY SEWER
PROFILE
T
TC- 753.70
188' of 8" PVC A 0.45%
SCALE: 1 " =50'
765
760
GENERAL NOTES:
1. ALL WYE. LATERAL AND PROFILE STATIONS
ARE FROM THE NEAREST DOWNSTREAM MANH(
2. WYES AND LATERALS TO BE 6' PIPE UNLEW
07HQtMASE SPECIFIED.
I ALL WYE CONNECTIONS SHALL HAVE A MN
OF FIVE FOOT LATERAL EXTENSION CONN ,.__
THE M OR EXTEND TO THE UTILITY AND DRAINAGE
EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT
N NO CASE SHOULD BE CLOSER THAN 5' TO
THE BUILDING LINE. THE END OF THE LATERAL
SHALL BE PLUGGED OR CAPPED, UNLESS OTHER
WISE Nola.
4. LATERALS RUNNING M THE OPPOSITE SIDE OF
ST W SHALL EXTEND Tn THE U71JTY AND DRAINAGE
EASEMENT OF THE LOT, BUT IN NO CASE SHOULD BE
CLOSER THAN 5 TO THE BUILDING IJNE, UNLESS
OTHER WISE NOTED.
5. IT SHALL BE THE CONTM70RS RESPONS KITY
TO FED VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
6. TEMPORARY iRAHM CONTROL DURING
CONSTRUCTION TO CONFORM lO APPLICABLE
LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCHMARK
TBM #1
USGS BENCHMARK
DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATION = 751.46
IRevisions
D.T.R. 8 -20-96 REVISED PER T.A.C. COMMENTS
K
J
H
Ef
*
X,
755 A`° y\ - SExT : - �r,
No.
9500028 1 —
'� STATE OF
750
�� ONAL
74 5 CERTIFIED BY
THIS mom Ate THE DEN$ DESIMMIS AND QON vTS CONTAIIED
111" ARE THE DMMUSIK IN1ELtECTUAL PROPERTY OF Solon
MEMO CORPORATION NO ARE NOT TO BE USED OR REPRODUCED
IN *HOLE OR NH PART, WITHOUT THE MUM CONSENT OF SCMiHE W! D
0M61HEE" CORPORAT MI
740 0 1996, Schneider Engineering Corporation
r"
&Imeida
735 io�,
J C
3020 North Post Road Engineering
730 Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIs • US
317- 899 -8010 Fax Geology
A Partnered Entity with Bohlen. Neyer, Gibson do Associates, inoorporated
725
- -- _ - - -- MX\CARDINAL ASSOCIATE, LP.
ROOKS LANDING AT PRAIRIE MEIN, SECTION 0 B
CARNE, INDIANA
SANITARY PLAN & PROM
Date Project No. Drawn Approv.
07/31/96 1065.21 D.T.R.
Computer F les Sheet No. A
�, s ,r �,os5 way \C402
HORZ.: 1 =50 -7 o�� \SI � �Y
SCALE: — )(REF- 1 \1065 \DWGS \1065TOP0 (C4*2
VERT.. 1 —5
11 12 13 14 1 15
I
Z
=
Z
Z
tn
C
Z
En
SANITARY SEWER
PROFILE
T
TC- 753.70
188' of 8" PVC A 0.45%
SCALE: 1 " =50'
765
760
GENERAL NOTES:
1. ALL WYE. LATERAL AND PROFILE STATIONS
ARE FROM THE NEAREST DOWNSTREAM MANH(
2. WYES AND LATERALS TO BE 6' PIPE UNLEW
07HQtMASE SPECIFIED.
I ALL WYE CONNECTIONS SHALL HAVE A MN
OF FIVE FOOT LATERAL EXTENSION CONN ,.__
THE M OR EXTEND TO THE UTILITY AND DRAINAGE
EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT
N NO CASE SHOULD BE CLOSER THAN 5' TO
THE BUILDING LINE. THE END OF THE LATERAL
SHALL BE PLUGGED OR CAPPED, UNLESS OTHER
WISE Nola.
4. LATERALS RUNNING M THE OPPOSITE SIDE OF
ST W SHALL EXTEND Tn THE U71JTY AND DRAINAGE
EASEMENT OF THE LOT, BUT IN NO CASE SHOULD BE
CLOSER THAN 5 TO THE BUILDING IJNE, UNLESS
OTHER WISE NOTED.
5. IT SHALL BE THE CONTM70RS RESPONS KITY
TO FED VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
6. TEMPORARY iRAHM CONTROL DURING
CONSTRUCTION TO CONFORM lO APPLICABLE
LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCHMARK
TBM #1
USGS BENCHMARK
DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATION = 751.46
IRevisions
D.T.R. 8 -20-96 REVISED PER T.A.C. COMMENTS
K
J
H
Ef
*
X,
755 A`° y\ - SExT : - �r,
No.
9500028 1 —
'� STATE OF
750
�� ONAL
74 5 CERTIFIED BY
THIS mom Ate THE DEN$ DESIMMIS AND QON vTS CONTAIIED
111" ARE THE DMMUSIK IN1ELtECTUAL PROPERTY OF Solon
MEMO CORPORATION NO ARE NOT TO BE USED OR REPRODUCED
IN *HOLE OR NH PART, WITHOUT THE MUM CONSENT OF SCMiHE W! D
0M61HEE" CORPORAT MI
740 0 1996, Schneider Engineering Corporation
r"
&Imeida
735 io�,
J C
3020 North Post Road Engineering
730 Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIs • US
317- 899 -8010 Fax Geology
A Partnered Entity with Bohlen. Neyer, Gibson do Associates, inoorporated
725
- -- _ - - -- MX\CARDINAL ASSOCIATE, LP.
ROOKS LANDING AT PRAIRIE MEIN, SECTION 0 B
CARNE, INDIANA
SANITARY PLAN & PROM
Date Project No. Drawn Approv.
07/31/96 1065.21 D.T.R.
Computer F les Sheet No. A
�, s ,r �,os5 way \C402
HORZ.: 1 =50 -7 o�� \SI � �Y
SCALE: — )(REF- 1 \1065 \DWGS \1065TOP0 (C4*2
VERT.. 1 —5
11 12 13 14 1 15
I