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EXISTING SECTION
MOFFITT FARM
SECTION ONE
$ 9 10 11 12 13
STORM SEWER PLAN
GRANULAR
NEW BACKFILL
GRADE
TC- 753.00 -� TC- 753.67 -
TC- 750.50 EXISTING
GRADE Fz
BACKFlLL ° �
EXISTING
36" RCP(SE) I ' INV- 749.50(NW) INV- 749.
92
INV - 746.12 (sE &Ny) INV- 748.91(SW) " PNE12 RC(
-1 INV- 747.61 NE INV- 749.41
EXISTING -/ P
36' RCP(SW) 8" PVC
INV - 746.12 INV - 744.3±
180' of 15" RCP 0 0.72%
11V of 15" RCP 0 0.35%
2
I 3
I 4
I 5
I 6
I 7
55
EXISTING SECTION
MOFFITT FARM
SECTION ONE
$ 9 10 11 12 13
STORM SEWER PLAN
GRANULAR
NEW BACKFILL
GRADE
TC- 753.00 -� TC- 753.67 -
TC- 750.50 EXISTING
GRADE Fz
BACKFlLL ° �
EXISTING
36" RCP(SE) I ' INV- 749.50(NW) INV- 749.
92
INV - 746.12 (sE &Ny) INV- 748.91(SW) " PNE12 RC(
-1 INV- 747.61 NE INV- 749.41
EXISTING -/ P
36' RCP(SW) 8" PVC
INV - 746.12 INV - 744.3±
180' of 15" RCP 0 0.72%
11V of 15" RCP 0 0.35%
TC- 753.67
INV- 750.00(SE)
- 26' of 12"
RCP 0 0.30%
14 ( 15 .
NOM MOM SAYS
`DQN'T
D143
Rum"
1= 800 -582 -6644
CALL TOIL FREE
1= 800 4284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT N07FYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CI�01 / I I
STORM STRUCTURE No.
(TYPC&) loo I I
I I
I I S't01iM MIR
16 STORM MANHOLE EMBEDMENT DETAL
0801 I
12 14 ROLL tNDEp=0 13
C801 C801 C801
STORM SEWER LEGEND
SCALE: 1"=50'
GRANULAR
BACKFILL
TC- 753.00
15" RCP(NW)�
INV- 749.50
15" RCP(SW)-
INV- 748.91
INV- 749.41(NE)
c
n co o)
Z
Z
Z Z
Z Z NV) z N Z
Z Z
M w m
N
°w
W m y N N
STORM SEWER PROFILE
4 5 g 7 8 9. 10 11' 12 13
1 2 3
I
NEW
GRADE
,-TC- 753.00
EXISTING
GRADE
INV- 749.50(SW)
-30' of 12"
RCP 0 0.30%
Z Z
2 N Z
H OR Z.: 1 "= 50'
SCALE: VERT.: 1' =5
14 15
GENERAL NOTES:
1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. CONTRACTOR SHALL WMM12E DAMAGE TO
EXISTING TREES.
9
8:02 1 BENCHMARK
TBM JI
USGS BENCHMARK
DISK STAMPED "95 REP" IN CONCRETE POST ±1' ABOVE GROt
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
765
�1 C
755 G STE�pF °ifi
a No.
s 9500028
O STATE OF
�HDI ANP G�
750
QERi1FlED BY
745
v+ls orurMNG A10 THE IDEASr DESIGNS AND CONGEPTS CONTAlED
HM AAE THE DDLUSLYE NiELLmmk PROPERTY OF ME=
61161 MW 0WORA10 AND ARE NOT TO IE USED OR REPRODUCED
W MOLE OR N PART, rM1NOUT LIE IMUTa C@I ff w smw
BOOM CORPORATION.
740 01996, Schneider Engineering Corporation
neidel
735 • 19
L
Co P= tion
3020 North Post Road Engineering
730 Indianapolis, Indiana Surveying
46226 -0068 Landscape Arch
317 -898 -8282 GIS • US
317- 899 -8010 Fax Geology
725 A Partnered Entity with Bohlen. Meyer. Gibson Sc Associates, Inow
BDC /CARDINAL ASSOMTffi, LP.
MoffM FARM AT PRAIRIE VIEW SECTION '
CAMEL, MIANA
STORM PLAN & PROFILE
Date Project No. fSheet ;Prov
09/16/96 1065.12
Computer Files 1 \1065 DWGS \12A \OB02.DWGS
XREF: 1XP1065 WGS \12A \12ABASE
)OU: tt\1065_ WGS\12B\12BBASE
XREF: ,k \1065\DWGS \11 \11BASE
)W*. Jt \1065\flWGS \"3 ASE
Au. J: \1065\DWGS\12A STORM
/
/
TC- 753.67
INV- 750.00(SE)
- 26' of 12"
RCP 0 0.30%
14 ( 15 .
NOM MOM SAYS
`DQN'T
D143
Rum"
1= 800 -582 -6644
CALL TOIL FREE
1= 800 4284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT N07FYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CI�01 / I I
STORM STRUCTURE No.
(TYPC&) loo I I
I I
I I S't01iM MIR
16 STORM MANHOLE EMBEDMENT DETAL
0801 I
12 14 ROLL tNDEp=0 13
C801 C801 C801
STORM SEWER LEGEND
SCALE: 1"=50'
GRANULAR
BACKFILL
TC- 753.00
15" RCP(NW)�
INV- 749.50
15" RCP(SW)-
INV- 748.91
INV- 749.41(NE)
c
n co o)
Z
Z
Z Z
Z Z NV) z N Z
Z Z
M w m
N
°w
W m y N N
STORM SEWER PROFILE
4 5 g 7 8 9. 10 11' 12 13
1 2 3
I
NEW
GRADE
,-TC- 753.00
EXISTING
GRADE
INV- 749.50(SW)
-30' of 12"
RCP 0 0.30%
Z Z
2 N Z
H OR Z.: 1 "= 50'
SCALE: VERT.: 1' =5
14 15
GENERAL NOTES:
1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. CONTRACTOR SHALL WMM12E DAMAGE TO
EXISTING TREES.
9
8:02 1 BENCHMARK
TBM JI
USGS BENCHMARK
DISK STAMPED "95 REP" IN CONCRETE POST ±1' ABOVE GROt
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
765
�1 C
755 G STE�pF °ifi
a No.
s 9500028
O STATE OF
�HDI ANP G�
750
QERi1FlED BY
745
v+ls orurMNG A10 THE IDEASr DESIGNS AND CONGEPTS CONTAlED
HM AAE THE DDLUSLYE NiELLmmk PROPERTY OF ME=
61161 MW 0WORA10 AND ARE NOT TO IE USED OR REPRODUCED
W MOLE OR N PART, rM1NOUT LIE IMUTa C@I ff w smw
BOOM CORPORATION.
740 01996, Schneider Engineering Corporation
neidel
735 • 19
L
Co P= tion
3020 North Post Road Engineering
730 Indianapolis, Indiana Surveying
46226 -0068 Landscape Arch
317 -898 -8282 GIS • US
317- 899 -8010 Fax Geology
725 A Partnered Entity with Bohlen. Meyer. Gibson Sc Associates, Inow
BDC /CARDINAL ASSOMTffi, LP.
MoffM FARM AT PRAIRIE VIEW SECTION '
CAMEL, MIANA
STORM PLAN & PROFILE
Date Project No. fSheet ;Prov
09/16/96 1065.12
Computer Files 1 \1065 DWGS \12A \OB02.DWGS
XREF: 1XP1065 WGS \12A \12ABASE
)OU: tt\1065_ WGS\12B\12BBASE
XREF: ,k \1065\DWGS \11 \11BASE
)W*. Jt \1065\flWGS \"3 ASE
Au. J: \1065\DWGS\12A STORM