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47 46
(8 SEUNE EXTENSION) / I I
1 I I EXISTING WYE & LATERAL (TYP) m ( I
411 4+25 R
77' R
53 LAT.
37
3+
90' R / �2 I I
00'R /WYE
&LAT. ( I 1
2+51 SANITARY LATERAL DARKER
82 R 51 LOCATION. (TYPICAL) I I /i 45
--_ -- -- ..� WYE & LAT.
�•��. t+o5 50 I 48 / EXSTING SANITARY MANHOLE E1 �r
I
73' R WYE & LAT. 49
2168 &c WYE LAT.
2+68 1
5
76' R_ 74 R
�
1
SAN MH No. 96 %' �� ` SCOTTISH BE D WYYEE & LAT /
LINE "B" o+ss /
37 / / `'' , 28' L
LA OUT OF 3+16 WYE &t LAT. `''/
MANHOLE: 13 L -x+96- 5
4 CONCRETE CRADLE / / 0800
3+91 / / 38'-- N MH No. 14
13' L 0800 / WYE & IAT 1 SAN MH No. 15C800
(BASELINE EXTENSION) / / 42681+TI C$00 0800 C80 I I /
11 STORM SEWER 43 /
39 1 I WYE LAT
x+39 l
WYE &LAT 40 41 I ,
WYE & LAT
/ STORM SEWER 0+54 31 WYE & LAT 1 ° 4 1+40 / �r
17' L 2+88� I WYE &t LAT-
/ / 16' L 1+71 I
17 L I 0+59
I
CERTIFICATION FOR "REC RD DRAWING"
i
• G.Rgr''�� SANITARY SEWER PIAN I
CER,nnED BY:
SCHNEIDER ENGINEERING CORPORATION = �''fl':
3020 NORTH POST ROAD * ( 870015
INDIANAPOLIS° INDIANA 46228-0088 STATE OF
(317) 898-8282 FAX (317) 899-8010 ?f• i
NOTE:
Record drawing certification only for top of casting, invert
elevations and lengths of pipe. Slope percentage represents DATE: Z _J:
a calculated figure and is for general information only.
7%&
/ .11-11
TC- 754,70
-------------------------------------
CONCRETE CRADLE-\
INV --747.%
747.58
8
1 1 2 1 3 1 4
INV -748.1 t
-37:'•- of 8" PVC 1 0 0.45%-
3 p° 0.44X
5
754.34
TC- 75+30- EXISTING GRADE
NEW GRADE
---------------
INV- 746:90(N) -/ \-- INV- =74 . S)
D.9 C745.843
SANITARY
12 R"�CP
INV --747.6 t
n
447' -of 8' PVC
0 0.45%x-
346.0' 3
4o.45%3
SEWER
_TC_
.... ........
INV
C-
INV- -7 ".N) INV- 34+. 4 i
ZVONI,�,,
7t 44.27 744.18
10
8
PROFILE
TC- -755.88
,-- GRANULAR
BACKFILL
II
It
It
C> I t
+ t t
1 i
t I
t 1
I I
i 1
I t
EXISTING 8" PVC
INV- 4"NW) NV- 74331 E)
743.41 _ 743.35
-49,V-of 8" PVC1 x-
184.0' l 0.41
0
0
14
15
MI.HY MOLEY SAYS
"
DON'T
DIG
BLIND"
"004824644
CALL TOLL FREE
P800428-5200
FbF CALLS OUTSIDE OF INDIANA
AEF INDIANA STATE LAW IS -69-1991.
M 5 AGAINST THE LAW TO EXCAVATE
WTIOUT NOTIFYING THE UNDERGROUND
IDI"ATION SERVICE TWO (2) WORKING
M BEFORE COMMENCING WORK.
SCALE: 1 "= 50'
GENERAL NOTES.
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE PIPE INVERT.
Z ALL WYE, LATERAL AND PROFILE STATIONS ARE
FROM THE NEAREST DOWNSTREAM MANHOLE (MH)
3. WYES AND LATERALS TO BE 6" PIPE UNLESS
OTHERWISE SPECIFIED.
4 ALL WYE CONNECTIONS SHALL HAVE A MINIMUM
OF FIVE FOOT LATERAL EXTENSION CONNECTED TO
THE WYE, OR EXTEND TO THE UTUTY AND DRAINAGE
EASEMENT OF THE LOT, WHICHEVER IS GREATER. THE
END OF THE LATERAL SHALL BE PLUGGED OR CAPPED.
5. LATERALS RUNNING TO THE OPPOSITE SIDE OF
STREET SHALL EXTEND To THE UTILITY AND DRAINAGE
EASEMENT OF THE LOT
8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
7. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SIZE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
10. FOR STATION AND OFFSETS OF STRUCTURES, SEE
DEVELOPMENT PLAN.
BENCH MARK
I.B.M. U.S.G.S. DISC IN CONCRETE POST 54'
WEST OF CENTERUNE OF RIVER AVENUE
AND 18' NORTH OF THE CENTERUNE OF
131st STREET STAMPED 95 -RHP 1951.
ELEV.- 751.46
T.B.M. 1 CUT *& SET NORTH RIM OF HARRISON
MONUMENT 0126th STREET AND RIVER
AVE. (S.E. CORNER S.E.1/4 SEC. 27-18-4)
ELEV.- 747.05
Revisions
06 FEB 96 - TJ - SANITARY SEWER RECORD DRAWING.
760
755
A
L
E
750
745
CERTIFIED BY
NOT BMSHED
ALL RJt�iTS f L
EXCEPT FOR USES EXPRE5St.Y PERMITTED IN WRITING, INFORMATION
SHOWN OR INCLUDED IN 10 DOWMETIT IS MEY THE PROPERTY
740 OF SCHNEIDER ENWEERMG CORPORATION.
&Imeida
735
rpora, o
C> 3020 North Post Road Engineering
730 Indianapolis, Indiana Surveying
46226-0088 GIS a LIS
Q.._ _ _ . _ _ _ _ _ .._ _ _ 317-898-8282 Geology
�- 317-899-8010 Fax
z
A Partnered BnUty with Bohlen, Meyer, Gibson do Associates, Incorporated
N 725
. -. PLUM CREEK DEVELOPMENT COMPANY LLC
PLUM CREEK ESTATES SECTION 2 E
ANITARY SEWER HAMILTON COUNTY, INDIANA
SANITARY SEWER PLAN
12
13
RAW1Date Project No Dram A rov
7 PP
5/17/95 904.42 MLB
Computer Files Sheet No.
lHO R Z.: 1"=50' ER 9901442PL
SCALE: (C400UERT.. 1 -5
Of
11: i 5
Y
u7
to
0
N
ro
UJ
ci
CV
v
v
Q
i
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CD
0
Env
0
1
i
i
.
-- 1 1:44 U 119711ilIm
®of M writ ' w °w i�i rf Wid� 1WW ' i `i.3 ZZ
�1►.':`'S: ,�"t e,= =,r _ f.. W 1.5 Win QW7.r.. M e rrA wi
S -M #
E104
STA BASELINE (*FSET
LT/RT
lu
TC
753.00
INVERTS
-
00 (WI
E105
------ i
--- ---
.
-- 1 1:44 U 119711ilIm
®of M writ ' w °w i�i rf Wid� 1WW ' i `i.3 ZZ
�1►.':`'S: ,�"t e,= =,r _ f.. W 1.5 Win QW7.r.. M e rrA wi
S -M #
E104
STA BASELINE (*FSET
LT/RT
TYPE
EXISiNG BEEHIVE
TC
753.00
INVERTS
-
00 (WI
E105
------ i
--- ---
DISTMIG BEEHIVE
753.00
746.64 (NW). EX -718.64 (NE)
E114
------
EXISTMrG BEEHIVE
752.10
1745M (E), EX -746.56 (W)
104A
106
2+30.6
2+90.0400'
(E)
107
108
2+90.00 `B"
15600'
31 r
15.00'
RT
LT
CURB MX ET
M
CURB IFN.ET
753.28
751.81
71806 747.88 E
748.81 (E), 747.06 (W)
109
115
8+15.00 '8`
116
8+15.00 T
15.00'
RT
CURB INLET
751.81
747.49 (W). 747.24 (E)
117
8+15.34 T
233.75'
RT
END SECTION
748.50
CERTIFICATION FOR GRADING
AND DRAINAGE ONLY.
CERTIFIED Bye
OR ENTRANCE PLAN
EE SHEET C200
t%+
i e + / r
tul" _.. _ ._ 75+_ 3= J 1 EXISTING 11ON 1
PLUM CREEK ESTATES
I �I% _ H
20' U99
10' OF If RCP O 2.00% 10' DUASE �� x
30'LANDSCAPING AND i
I I SIGNAGE EASF.MFNT t9
g S o x ' 247OFIlf RCP O 0.37X
I
i i - 7ss ca
z IW DUA&
1 7S 5 10' DuesE
i 755�'" �I l 'ss`
Ne
I I 54 53 / &S3 �
756.5
756.5
00g 1 3�`'�
7155 5
20' DUl6E
51
n 20' DU x 757.0-
PWI + P" " PC 106 % �, 7156>-
0+2 _ i 1-1-12+00 /'��0' fsv N
755 �� 0 0
-- -- 4W BL---" 108 '' � � � e' p-�`•�
\55- 37
i l
I
21Y WK
I 30' Lvosc"G AND
I SIGNAGE EASEMENT
II
Ii
- -� 20' OUAcSE
2 I 3
257 DU&5E
765
38
/ 10' DU&SE
/ 1r , 237 OF 1Y RCP O 0.55%
ZA?J �sg
15
754 -
39
H.P.
A- ",_ A, A A A A A A A l A A A A /. l \.�l�l_AJ JLJ L A MhJ`i �J: ti ti h✓ ✓ %L
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5
0
x
7
DATE:
0 Nq JI, 4- r
�r Nov
it 870015*
STATE OF
r
9,t,
GAS ELECTRIC
INDIANA GAS COMPANY PSI ENERGY
15900 AWSONVILLE ROAD 1441 N. GUILFORD AVE
NOBLESVILLE. IN 46060 CARMEL, IN 46032
(317) 773-0430 (317) 261-8296
TELEPHONE STORM SEWER
INDIANA BELL TELEPHONE CO. HAMILTON COUNTY SURVEYOR
5858 NORTH COLLEGE AVENUE 942 MAPLE AVENUE
INDIANAPOLIS, IN 46204 NOBLESVILLE, IN 45060
(317) 252-5878 (317) 776-9626
CABLE TV STREETS
JONES INTE:RCABLE CITY OF CARMEL
516 EAST CARMEL DRIVE 11 FIRST AVENUE N.E.
CARMEL, IN 46032 CARMEL. IN 46032
(317) 844-8877 (317) 846-7316
WATER SANITARY SEWER
CITY OF CARMEL CITY OF CARMEL
11 FiRST AVENUE N.E. 11 FIRST AVENUE N.E.
CARMEL, IN 46032 CARMEL. IN 46032
(317) 846-7316 (317) 846-7316
UTILITY HOTLINE WITHIN INDIANA 1-800-382-5544
OUTSIDE INDIANA 1-800-428-5200
The size and location of utilltles an per pion. and locations prwAd0 ny�ta�y
reweedw utility co npantm At utlnty oompan{ss shall be no
owavotlon for ttdd location of sur4oss.
F V
I
of I
20MIZE
1.91 M,x -�--�
i 753 " _... - 20' DUM �' 40' BL s I
7 4 ----+- 7 '
1
10' ouasE� of I N I -756.-5-
250' 18' RCP O a5o% ?��° Qi�I �SC� I ( x ■_�
�-
X 5 IN J
7151
cam i 755 3 755 � 755 s
W
� -•--� 10' alasE '�' BL � ~ ( 50' BL m, '^ i
1
lol 45756.
i I
�9 x I a t~ I
50 1 ` x / ,� �� / 3D' DUCE 75
7 x 49 756.5 N I
�3 Sip• i / n
7�CA /• R
75G - V/7 10 DU&SE 1
/ 40' BL
I1 20 W
/o
1- -20 DuasE - �sz �1.• `� /�� �`'1 L
A=
VINn
s+ao s 4s.1 7+ao OTi1S_H BEND s�oo x 6+ts a�+53: X070 % �LIU
�4dM LJNE B
7-5,
14 a
753 5 75z 5
7S I = / n
347' OF r PVC 0 0.45%
70' BL
� M
fil
X 40' BL I 10' W&SE
X 43 75,50 EXISTING SECTION 1
t•i I �i ! ,� - PLUM CREEK ESTATES
N 41 �-
I
3556- x 7"SS:e - �I 42 -- /
754 - 7, 4 - I I -754:.5- ..
X _ �//
CO
t 10' ma�h
1
753 7(53� �1 ( I ' e5ej ' ^ X
T M.t. 1 � r��'� � 7 LlitY►ItJ ,1 %l� ` L1G9fi 1� / �-^'`-r..r-.•• •--^�
a<
I I
•n 21V OF 1Y RCP 0 M46% x 1\/
20' DU a x I 20' D193E �� I
- --__--_I ..L yc
,17-+---^- -F --
w„v.�� 74
_
«ssr�. �easar�,irr
I
I
ASSUMED NORTH
SCALE: 1"=50'
HOLEY MOM SAYS
•` DON'T
BLIND"
1w800=382-8644
CALL TOLL FREE
1w800=428-5200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS -69-1991.
iT IS AGAINST THE LAW TO EXCAVATE
WITHWT NOMNG THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
0
Eve
10
11
12
13
14
15
BENCH MARC
T.B.M. U.S.G.S. DISC IN CONCRETE POST 54'
WEST OF CENTERLINE OF RIVER AVENUE
AND 18' NORTH OF THE CENTERLINE OF
131st STREET STAMPED 95 -RHP 1951,
ELEV.- 751.46
T.B.M. 1 CUT "0" SET NORTH RIM OF HARRISON
MONUMENT 0 126th STREET AND RiVER
AVE. (S.E. CORNER S.E.1/4 SEC. 27-18-4)
L .
ELEV.-- 747.05
LEGEND
Existing Storm Sewer
�r------1-�- New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer K
Existing Contour
000.00 Existing Elevation
New Pavement Grade
®
All Other Finish Grades
(OD0•00) Corrected Grades
® Storm Structure Number J
OSanitary Structure Number
-----r---- Flow Arrow
000.0 Denotes Elevation and
Approximate Pad Size
- - - - 6" Subsurface Drain W/
4" Tee Service
1 H
W Fire Hydrant W/waterline
Revisions
i } 2c+ MAy % - Tj- 1>A A,/v A<,6 RGc,3T,D L)wcr
CERiiRED. B •
NOT
EXCFM FOR USES EXPRESSLY PFRIiTiED w WR! MlrroaMATION
SHaWM at M=IN IPOs DOCU1 a Is May iW PROPERTY
OF SOMIE'MER ENGMEE W COAPORAVK
Sclineider
a
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226-0068 GTS •Lis
317-898-8282 Geology
317-899=8010 Fax
A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated
PLUM CREEK DEVELOPMENT COMPANY LLC
PLUM CREEK ESTATES SECTION Z
HAMILTON COUNTY, INDIANA
DEVELOPMENT PLAN
Date Project No. Dram Approv.
5/17/95 904.42 MLB
CO to Fly
G
F
E
0
C
mpu r es Sheet No. A
9D442DEV
XREF NAME: 904
XREF NAME; 904-TO
PO
XREF NAME 90441DVR
XREF NAME: 90421PL
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