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' STR -5 - INLET
T.C. X_,M.52
STR -9 - STORM, MmN &E INiI IN ELEV 857.33
V T EL 857.33
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T.C. i= 85835
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INV IN -
INV IN ELEV'- * + \" +�`•;' �_ 0:'
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•`''> °, I = 861.51
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:_.v \: •••\ \`+ '�\ ���`;..�'; \s (vr IN ELEV =857.86
-__- - -_-__ ____ OUT ELEV 857 86
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`T. 862.00
IN ELEV - I5$ 35.
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INk, ELEV - 858.61 -
\53
�;�;9 ,;,;�'5"' >�, ;,,;�\�- :�< NORTH
SITE UTILITY PLAN . \_
SCALE: 1" - 50'
EXISTING LEGEND
5-11-0
TAC WOTTAL
C3
TELEPHONE PEDESTAL
SURVEY WAS PROVIDED BY
C4,0
ROUND STORM INLET
MILLER SURVEYING INC.
PROJECT NO.: B30644, DATED:
T, O, B.
TOP OF BANK
12/30/05.
V
GAS LINE WARNING MARKER
BEFORE COMMENCING WORK.
0
ELECTRIC METER
GAS METER
®
SANITARY SEWER MANHOLE
WATER METER
G
UNDERGROUND GAS LINE
- OE --
OVERHEAD ELECTRIC
- - - - -- z -
CHAIN LINK FENCE
- - - SS -
SANITARY SEWER LINE
ASOIL
BORING
SITE UTILITY LEGEND
T1lL
EL
C.O.
SW
x111 �-
51111
UTILITY NOTES
WATER
TELEPHONE
GAS LINE
UNDERGROUND ELECTRIC
SANITARY SEWER
SANITARY SEWER CLEAN OUT
STORM SEWER
STORM SEWER INLET
PIPE END SECTION
1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE
PROTECTION WITHIN BUILDINGS.
2. COMPIACIED GRANULAR BACK FILL REOUIRED OVER ALL UTILITIES IN PAVED AREAS.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPAWS TO LOCATE ALL MAINS, CONDUITS, SERVICE
LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EMI N0 UTNJTY STRUCTURES ARE SH Mi HERE IN
ACCORDANCE MATH AVAILABLE MFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND
FACILITIES, THEIR SLjPPORT AND MAIN ENANCE DURING CONSTRUC710N (IN COOPERATION WITH APPLICABLE
UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR
4. RCP = REINFORCED CONCRETE PIPE CLASS III
PVC - POLYVINYL CHLORIDE
- SANITARY SEWER - ASIM D -3034, SDR -35
HCSP - HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINZED
5. FLEXIBLE PIPE TO BE INSTALLED PER ASIM D -2321. CLASS 1,2. OR 3 BEDDING. RIGID PIPE TO BE
INSTALLED PER ASTM C -12
6. 10 LINEAL FEET OF 4" SU89WACE DRAIN REOUIIlED EACH WAY (U)-GRADE) FROM ALL STORM INLETS
(UNLESS OTHERWISE NOTED ON PLANS)
7. FOR SITE DETAILS SEE SHEET(S) - C10.0"
8. FOR SITE SPECIFICATIONS SEE SHEET 'C9,0°
9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) -C7.0- k "C8.0 ".
10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST
EDITION.
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
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DATE DESCRIPTION
CLIENT NAME
MARL* 'WANSON ASSOCIATE✓ INC
10610 NORTH PARK AVENUE
INDIANAPOLIS IN 46280 -1020
'17 844 -1315
0 2005 DeBoy Land Development Services, Inc
DESIGNED MILD APPROVED KJR
DRAWN. RCB CHECKED BY MLD
SCALE 1' = 50 DATE 3 -15 -06
-W-382-55"
5-11-0
TAC WOTTAL
CALL TOII FREE
C4,0
PER INDIANA STATE LAW IC8 -1 -26.
W AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
OF
O
LOCATION SERVICE TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
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CLIENT NAME
MARL* 'WANSON ASSOCIATE✓ INC
10610 NORTH PARK AVENUE
INDIANAPOLIS IN 46280 -1020
'17 844 -1315
0 2005 DeBoy Land Development Services, Inc
DESIGNED MILD APPROVED KJR
DRAWN. RCB CHECKED BY MLD
SCALE 1' = 50 DATE 3 -15 -06
-W-382-55"
PROJECT NO. 2006 -0025
CALL TOII FREE
C4,0
PER INDIANA STATE LAW IC8 -1 -26.
W AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
OF
O
LOCATION SERVICE TWO (2) WORKING DAYS
BEFORE COMMENCING WORK.
PIq.EI.' R 0015 - Lubovltoh of Indklno - Mark 9wawon # A=oo\pt01NEERING\pRAVANGS
D! G/ O U11 RLM.drq
PLOTTED RV: R.G 5OK"
DATE ThurmM% May 11. 2005 912b: 15 AM