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GENERAL NOTES:
1. ALL WYE, LATERAL AND PROFILE STATIONS ARE
M
FROM THE NEAREST DOWNSTREAM MANHOLE. (MH)
OTHERWISE SPECIFIED.
. WYES AND LATERALS TO BE 6 PIPE UNLESS M
i
I I _ 3. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM
1 OF FIVE FOOT LATERAL EXTENSION CONNECTED TO
THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE
? - - SAN MH No. 12
H No. 13 EASEMENT OF THE LOT WHICHEVER IS GREATER. THE
END OF THE LATERAL SHALL BE PLUGGED OR CAPPED,
C802 C802 BUT IN NO CASE SHOULD THE LATERAL BE CLOSER
F EXISTING SAN MH No. E1 THAN 5' FROM THE BUILDING LINE.
FOR CONTINUATION
L i 1 SAN MH No.'.11 SEE SHEET C402 FOR CONTINUATION 4. LATERALS RUNNING TO THE OPPOSITE SIDE OF
CW SEE SHEET C402 E EASEMENT THE o °r, BUT IN NO CASE NSHOULD THE L
CONCRETE SAN MH No. 14 1 LATERAL BE CLOSER THAN 5' FROM THE BUILDING LINE.
i SAN MH No. 10 1 9 CRADLE c802
C802 C803 REQUIRED
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
{' E i
WYE �2 T TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE T 20+40 O CONSTRUCTION BEGINS. +
�— — — — -J L_ _ ~ — — _I 6. TEMPORARY TRAFFIC CONTROL DURING
i _ ANY8 30 dU CONSTRUCTION TO CONFORM TO APPLICABLE
— — — - — LOCAL AND STATE STANDARDS.
a / M wrE 4Ut 31: F --j `w�E do LAT. g 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE K
o , WYE a LAT. I I cp wYE LAT. I ( 000 2 +03 I I PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
Q C° C2 Ld 0}36 1 +t2 STANDARDS FOR WORKER SAFETY.
f I jf r — — \ N
WYE ec LAr. OWC"
co coo 5
I I I
--WYE do LAT. m II I I NOL" EMY SAYS 8. CONTRACTOR SHALL MINIMIZE DAMAGE TO
I o+s3 \ 0+36 Q>R > O �' ( el" 'a + .— ( I tt EXISTING TREES.
_ 9. FOR STATION AND OFFSETS OF STRUCTURES, SEE ds
I I CRESCENT �[ i° L_ n! co 1°— -J °a DON'T
C � � — � — I � - DEVELOPMENT PLAN.
_ _ _ _ _ D143
f L — — — — DRIVE WYE LAT. J -' ° _
— — — N �� I N Go
I nr BLIND
WYE & LAT. , ^ I V J
ATHERTON STORM KI
FOR CONTINUATION DRIVE SEWER LANE OUCH
...40 STORM FOR CONINUAlON FOR CONI1NUAl10N
SEE SHEET C403 SEWER SEE SHEET C402
SEE SHEET C402 1= 800= 3824544
CALL TOLL FREE Benchmark
1�800�428�5200 At Carmel, Hamilton County, on the Indianapolis
H & Louisville Railway, 0.1 moo north of the station,
FOR CALLS OUTSIDE OF INDIANA 65 yards north of the center of the crossing of H
NOTE: State Highway 234, 11 feet east of the east rail,
PER INDIANA STATE LAW IS-69 -1991. at Semaphore Tower B 167.8, in the top of the
IT IS AGAINST THE LAW TO EXCAVATE southwest corner of the concrete foundation.
SANITARY LATERALS TO BE INSTALLED IN WITHOUT NOTIFYING THE UNDER(OUND A standard disk, stomped "X 42 1934 ".
INDIVIUAL TRENCHES. LOCATION SERVICE TWO (2) WORKING Elevation - s2s.227
DAYS BEFORE COMMENCING WORK.
Revisions
3/25/96-MW "SE GENERAL NOTES #3 AND 14 &ADDED LATERAL TRENCH
NOTE.
G SANITARY .
SEWER PLAN
SCALE. 1"=50' G
850
_ _ ...... _ __. _.___ _ _ 850
F
- - ----- ------- 845
845 F
PROPOSED ��J. GAZ�'�%
840 TC- 837.54 TC- 837.50 GRADE `��Q�,, ��,GISTER"- .6"
, ,.,.,��
_ 840 _ No. -
- - -- - - - - - - - - - - - -- _ - -- - - - -- - - - -- - - - - - -- - - - - -- _ 9300469
E
EXISTING TC- 834.50 PROPOSED
i GRADE TC- 833.71 GRADE '% W?�,•''k:.�� E
-o STATE OF
EXISTING � :. N
835 l I TC- 833.00 GRADE D I AN,•
l TC- 833.77 �
.- I ' � 835
- _ _. -___ ____ _ ____ - -__ ___. _. _ ._ - ____ _ _ _ _ _ _ _ _ -_- - _ _ _ _ - - l l
- - -- - - -- -------------------------------- --- _------------- - - - - --
830 -
8" PVC (W) o2 GRANULAR 00 27" RCP - __ILAR Q CERTIFIED BY
INV- 827.20 0+ BACKFlLL -{}- INV- 828.9E + BA II + - 830
N -- - -- — -
-_ -- _ ___.._ —. _. - _ -- -.._ �_ _" _ _ -_ _.. -- __ -_- -__ THIS DRAWING AND THE K4 DESIM MIND CO WIS CONTAINED
D i I INV PVC (W) 8 PVC (E) HOM Are iI+E DCWSK Ni IIECIII& PROFIRTY OF Sc�MEW
i i INV- 826.28 INV- 828.14 90411M CORPM70 AM ARE NOT Tn BE USED OR R84MU Cm
N OLE NH OR N PART, MiHOUT THE VII I CONSENT OF SNIMM D
825 I i " 01995, Sdin Engineering Corporation
i INV- 828.14(N) 8 PVC (W) 825 9 9 o
INV - 828.14
INV- 826.28 INV- 826.40 10" PVC (E) INV- 827.19 CONCRETE _ -- _- _..___. ----- _- __-- -__ -.. _ -... --
I NEdt 825.34 (N�CS) (NdcS) INV- 827.19 Mmeida INV- 825.22(SW) (NdcS) CRADLE •
( S) REQUIRED
820 e
_ - - - 820 eF19
Co ration
C
3020 North Post Road Engineering
815 Indianapolis, Indiana Surveying
46226 -0068 GIS . US
- - - - - - - - - - - - - - - -._ ... 317- 898 -8282 Geology
_
57 of 12 425' of 12" PVC ®0.22% 46' of 12" 358' of 12" PVC ®0.22% 316' of 10" PVC ®0.30% 317 - 899 -8010 Fax
810 PVC 0 0.22% PVC A 0.22% A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
_ . . _ _ - _ - 810
B
C. P. MORGAN COMMUNITIES, L P.
PARKSME VU"GE SECTION 1 & 2 B
W
z CARMEL, INDIANA
SANITARY SEWER PROFILE
Z z Z z
QQ Z Date Project No. Drawn Approv.
A W V) N N N 2/23/96 1054 DMW
Cn
Computer Files Sheet No. A
SANITARY , H OR Z.: 1 "= 50' ,r\1D54ODWGSPL01\,D54C401.DwT;
SEWER PROFILE �1
SCALE. _ ��n
VERT.. 1 —5
2 3 1 4 1 5 1 6 1 7 1 8 9 10 11 12 13 14 15