HomeMy WebLinkAbout77-96.C401M
L
K \
J
I
103
1
s y 7 CONNECTION TO MAN SEAR
0802 0802 WYE & LATERAL CAPPING DETAIL
SANTARY MANHOLE Nan
SANITARY SEWER LEGEND
5
TC- 754.50 EASTING GRADE TC- 754.90 NEW GRADE
8' PVC
INV- 744.22(N,S&W)
INV- 744.22(E)
INV- 745.05(W) J I \- INV- 745.05(E)
184' of 8' PVC 0 0.45%
260' of 8' PVC 0 0.45%
INV- 746.22(W)
i
98
LAT. OUT OF
MAINE
770
F
765
'
760
d
E
z
755
z
x
750
x
D
x
745
740
C
�
a
735
"
730_
rn B
N
0
N
N
m
0
n
cu
c
c
0
o A
_ v
U
/
m
c
' 3
O
L[7
(D
0
103
1
s y 7 CONNECTION TO MAN SEAR
0802 0802 WYE & LATERAL CAPPING DETAIL
SANTARY MANHOLE Nan
SANITARY SEWER LEGEND
5
TC- 754.50 EASTING GRADE TC- 754.90 NEW GRADE
8' PVC
INV- 744.22(N,S&W)
INV- 744.22(E)
INV- 745.05(W) J I \- INV- 745.05(E)
184' of 8' PVC 0 0.45%
260' of 8' PVC 0 0.45%
INV- 746.22(W)
i
98
LAT. OUT OF
MAINE
1
SANITARY SEWER PLAN
1`t iJ
10M MOM SAYS GENIM NOTES.,
1. AIL WYE; LATERAL AND PROFKE STAT10N8
SAW I
ARE RROM THE NEAWT DOINS W M WMME. (MN)
NIB 2. WYES AID LAISM TO BE 6' PIPE UNLESS
OTHERWISE SPECNFIED.
OL » I ALL WYE OONEC110NS SNAIL HAVE A MW UM
OF FIVE FOOT LATERAL DaEN ION CONNECTED 10
1IE WYE. OR MOD M VE URM AND MANAGE
EASEIENT OF 1FE LOT, rNICNEVER LS GREATER, BUT
1 N NO CASE SHOULD BE CLOSER THAN 510
1HE BUN,DNG LINE. THE END OF 7NE LATERAL
SHALL BE RUGGED OR CAPPED, UNLESS OTHER
WISE NOTED.
\ 4. LATERALS RUNNANG TO THE MPOS17E SIDE OF
STREET SHALL EXTEND TO THE UWW AND MANAGE
EASEiElff OF IIE LOT, BUT N NO CASE SHOULD BE
14004824544 om wa N� >�E BImDNG L Umm
CALL TOLL FREE 5 R SHALL BE THE CONTRACTORS RESPONSKM
% 1•8028=5200 COCp� BECK LOCATIONS BEFORE
FOR CALLS OUTSIDE OF INDIANA Q. TFJiPO M TRAFFIC CONTROL DURING
PER INDIANA STATE uw IS-69 -1991. = To 70 E
LOCAL AND STAIE STANDARDS.
IT LS AGAINST 1FE uw M EXCAVATE 7. ALL CONSiRUC110N ACTMTY ON THIS S11E TO BE
W7HOUT NOTIFYING 7HE INDERGUM PERFaRMEI) N CMPJA10E WITH APPLICABLE O.SXA.
LOCATION KIM TMO (2) WORKING STiwDAROS FOR WM0 SAFETY.
DAYS BEFORE COMMENCING WORK. a CONTRACTOR S O L M N M12E DAMAGE TO
DOM TREES.
SCALE: 1 "=50'
BENCHMARK
TBM
USGS MARK
DISK STAMPED '95 REP' IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATION = 751.46
Revlslons
770
765
IL S
ST
760
'P� \� ERxrO
° �� Fo y
No.
TC- 755.90 NEW GRADE TC- 755, 9500p28
TC- 753.70 TC- 754.50 TC- 754.60 TC- 754.00 NEW GRADE -,�O STATE of
EXISTING GRADE iC- 753.50 c���ONAI. �G
755
- ____ -- ---- ____ -- - _
*TING GRADE
0 0 1 CERTIFIED BY
" 750
IN WAM NO 11E Nom, 0=8 AIO CoNOFPTS CWR
GRANULAR 18' RCP NAN ARE tNE ECM N6L8Mft PVAMlV ff 9o0EODt
INV- 749.41
E1rA1IEANIB OOAPOR la AIO ARE NOT TO IE USED OR II mnm
P N ME ff N PART, rNMOUT LIE •OT101 C0)15i11T ff SCHE7�1t
or BACKFl INV RCP INV- 745.83(NW) ooaPaRATIat
INV -74&Of ®1996, Schneider En9�k 9 �'�ft
745
NV— 746.64(W) INV— 74s.s4(E) r k.J�.tLJJlvsi
INV- 745.83(SW) INV- 745.85(E) INV- 747.09(W J NV- 746.42(SE)
INV- 744.52(NE&SW)
INV- 745.83(NW,SW&E) 740 all,
8
1w
' PVC
INV- 744.22(NE,S%EN) L J
3020 North Post Road Bngineerinj
735 In 46dianapolis, Indiana Sw"ft a
2 —om Landscape Ambitectu
317- 898 -8282 GIs • US
317 -899 -8010 Fa
66' 66' of 8' PVC 292' of 8' PVC 0 0.45% 180' of 8' PVC 0 0.45% 100' of 8' PVC 59' of 8' PVC
00.45% 00.45% 01.00% A Partamd ]tntity with Bobien, Meyer, Gibson a Awoolates, Inompeeatei
730
BDC /CARDINAL ASSOCIATE, LP.
MOUM FARM AT PRAIRIE MEIN, SECTION TM
CAIN, INDIANA
SANITARY
2 3 4 5 6 1 7 7
SEWER PROFILE
11
12
13
d d
z z
x x
SCA HORZ.: 1" =50'
LE. VERT.: 1 =5
14 15
SANITARY SEIVER PLAN & PROFILE
Date Project No. Drawn ApprM.
09
6/96 1065.13 DCC
Computer riles Sheet No.
� \1065 \t3 \C401.DWG
XU t (C0I1
>a:ff SANITARY.DWG
XFU— 12ABASUWG
d
d
d
z
z
z
x
x
x
�
z
�
a
�
z
N
N
N
1
SANITARY SEWER PLAN
1`t iJ
10M MOM SAYS GENIM NOTES.,
1. AIL WYE; LATERAL AND PROFKE STAT10N8
SAW I
ARE RROM THE NEAWT DOINS W M WMME. (MN)
NIB 2. WYES AID LAISM TO BE 6' PIPE UNLESS
OTHERWISE SPECNFIED.
OL » I ALL WYE OONEC110NS SNAIL HAVE A MW UM
OF FIVE FOOT LATERAL DaEN ION CONNECTED 10
1IE WYE. OR MOD M VE URM AND MANAGE
EASEIENT OF 1FE LOT, rNICNEVER LS GREATER, BUT
1 N NO CASE SHOULD BE CLOSER THAN 510
1HE BUN,DNG LINE. THE END OF 7NE LATERAL
SHALL BE RUGGED OR CAPPED, UNLESS OTHER
WISE NOTED.
\ 4. LATERALS RUNNANG TO THE MPOS17E SIDE OF
STREET SHALL EXTEND TO THE UWW AND MANAGE
EASEiElff OF IIE LOT, BUT N NO CASE SHOULD BE
14004824544 om wa N� >�E BImDNG L Umm
CALL TOLL FREE 5 R SHALL BE THE CONTRACTORS RESPONSKM
% 1•8028=5200 COCp� BECK LOCATIONS BEFORE
FOR CALLS OUTSIDE OF INDIANA Q. TFJiPO M TRAFFIC CONTROL DURING
PER INDIANA STATE uw IS-69 -1991. = To 70 E
LOCAL AND STAIE STANDARDS.
IT LS AGAINST 1FE uw M EXCAVATE 7. ALL CONSiRUC110N ACTMTY ON THIS S11E TO BE
W7HOUT NOTIFYING 7HE INDERGUM PERFaRMEI) N CMPJA10E WITH APPLICABLE O.SXA.
LOCATION KIM TMO (2) WORKING STiwDAROS FOR WM0 SAFETY.
DAYS BEFORE COMMENCING WORK. a CONTRACTOR S O L M N M12E DAMAGE TO
DOM TREES.
SCALE: 1 "=50'
BENCHMARK
TBM
USGS MARK
DISK STAMPED '95 REP' IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATION = 751.46
Revlslons
770
765
IL S
ST
760
'P� \� ERxrO
° �� Fo y
No.
TC- 755.90 NEW GRADE TC- 755, 9500p28
TC- 753.70 TC- 754.50 TC- 754.60 TC- 754.00 NEW GRADE -,�O STATE of
EXISTING GRADE iC- 753.50 c���ONAI. �G
755
- ____ -- ---- ____ -- - _
*TING GRADE
0 0 1 CERTIFIED BY
" 750
IN WAM NO 11E Nom, 0=8 AIO CoNOFPTS CWR
GRANULAR 18' RCP NAN ARE tNE ECM N6L8Mft PVAMlV ff 9o0EODt
INV- 749.41
E1rA1IEANIB OOAPOR la AIO ARE NOT TO IE USED OR II mnm
P N ME ff N PART, rNMOUT LIE •OT101 C0)15i11T ff SCHE7�1t
or BACKFl INV RCP INV- 745.83(NW) ooaPaRATIat
INV -74&Of ®1996, Schneider En9�k 9 �'�ft
745
NV— 746.64(W) INV— 74s.s4(E) r k.J�.tLJJlvsi
INV- 745.83(SW) INV- 745.85(E) INV- 747.09(W J NV- 746.42(SE)
INV- 744.52(NE&SW)
INV- 745.83(NW,SW&E) 740 all,
8
1w
' PVC
INV- 744.22(NE,S%EN) L J
3020 North Post Road Bngineerinj
735 In 46dianapolis, Indiana Sw"ft a
2 —om Landscape Ambitectu
317- 898 -8282 GIs • US
317 -899 -8010 Fa
66' 66' of 8' PVC 292' of 8' PVC 0 0.45% 180' of 8' PVC 0 0.45% 100' of 8' PVC 59' of 8' PVC
00.45% 00.45% 01.00% A Partamd ]tntity with Bobien, Meyer, Gibson a Awoolates, Inompeeatei
730
BDC /CARDINAL ASSOCIATE, LP.
MOUM FARM AT PRAIRIE MEIN, SECTION TM
CAIN, INDIANA
SANITARY
2 3 4 5 6 1 7 7
SEWER PROFILE
11
12
13
d d
z z
x x
SCA HORZ.: 1" =50'
LE. VERT.: 1 =5
14 15
SANITARY SEIVER PLAN & PROFILE
Date Project No. Drawn ApprM.
09
6/96 1065.13 DCC
Computer riles Sheet No.
� \1065 \t3 \C401.DWG
XU t (C0I1
>a:ff SANITARY.DWG
XFU— 12ABASUWG