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EXISTING LEGEND
� AIR CONDITIONER � 51GN
� BEEHIVE WLET pOO� SANITARY MANHOLE
� BUSH J ` STUMP
OO 0.EAN OUT 0 TELEPHONE HANDHOLE
� CURB INLET � TELEPHONE MARKER SIGN
QD DRAINAGE MANHOLE � TELEPHONE PEDESTAL
� DOWN SPOUT � TRANSFORMER
m ELECTRIC METER BOX � TREE
]E( ELECTRIC CRO55 BOx �Q wELL
� RRE HYDRANT � Wq7ER VAWE
( GROUND LIGHT e BURIED ELECTRIC LWE
� GAS MEiER ohe OVERHEAD ELECiF21C LWE
fo BURIED FIBER OPTIC LWE
H GUV WIRE 9 BURIED GAS LWE
� WLET t BURIED TELEPHONE LME
Q LID WN BURIED TELEVISION LME
BURIED WATER LME
Y,Y LIGHT POLE lr TOP OF RIM ELEVATION
v NVERT ELEVATION
� PINE ci CAST IRON PIPE
POST cmpCORRUGATED METAL PIPE
b POWER POLE P�c PLASiIC PIPE
rcp RBNFORCED CONCRETE
�' SPRINKLER CONTROL PIPE
vnwe
BENCHMARK DATA
( 88 datum)
BM 039
BRONZE �ISK SETIN THE TOP OF THE NE CORNER OF N
CONC. SVATCH BASE: 8 INCHES BELOW THE LEVEL OF 1HE
RAILROA� TRACKS 2 VAR�S EAST OF THE EAST RAIL; J
RAILS SOUTM OF 111iM SIREET: 10 RAILS NOR1H OF THE
CROSSING OF iHE INDIANA RAILROAD; 1L5 RAILS NORTH
OF MILE POST 8 1]0; 2 MILES SOUR1 OP 1HE STATION
ALONG hiE RAILROAD.
STAMPED "Y 42 1934".
ELEV = 838.62
A51 16M 20
CHISELED "%" ON NORh1EA5T BOLT FIRE HIDRANT; 220'
WEST OF Q FRONTAGE ROAD TO US 31 AND 260' SOUTH
OF � ENTRANCE TO MIDNEST FERTLITY SPEqALI5T5.
ELEV = e6�66
A51 19M 85
AIAG SPIKE E. SIDE UTLITY POLE �HMI 89]5; t60' EAST
OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER
OF PROPERTV.
ELEV = 958.69
STORM SENER NOlES:
1. ALL CASTINGS SHALL BE LABELEO bUMP NO WAS1E -
DRAINS TO WATERWAV"
2. MANNMGS COEFFIQENT
n = 0.012
3. THE GRANULAR BACKFlLL AREAS SHOWN IN PLAN VIEW
ARE AN ESTIMAiE PROVIDED BY T1E ENGINEER. EXACT
LIMITS OF GRANULAR BNCKFILL ARE TO BE DETERMME�
IN THE FlELo BY THE CONiRnCTOR BASED ON mENCH
WI�TH AND AS �IRECTED BY THE AUIHORITV HAVING
JURISDICTION.
� GRANULAR BACKFlLL REQUIRED
(REFER TO CITY OF CARMEL STANDARD
DRA`MNG 10-31 ON SHEET C601)
GENERAL NOTES:
1. CONIRACTOR SHALL PROIECT AND NOT DESiROV 1HE
PROPERTV CORNER MONUMENIS �URING WNSIRUCTION.
2. CONIRACTOR TO VERIFV LOCAPON, SRE AN� �EP1H OF
EXISTING UTILITE$ PRIOR TO COMMENCING ANY
CONSTRUCTION. CONTACT ENGWEER IG VARIATION EXISTS
3. SEE SHEET C002 GENERAL NOTES POR MORE
INFORMATION.
1HE LOCAlI0N5 OF ALL EXISIINC IIN�ERGROUN� UlN11ES SHOWN
qV RIIS PL1N ARE BASED UPON ABOVE GROUNp ENDPlCE
(indutling, put nol IimileE to, monM1oles, inlels, volves, anE marks
maEe upon Me grounE by others) AND ARE SPECULAiIVE IN
NANRE 1HERE MAY AL50 BE OTHER EXISIING UNDERCROUND
UTILIilES FOR RHIW hiERE IS NO ABOVE GROUND ENDENCE OR
fOR WNICH NO ABOVE GRWND ENDENCE WAS OBSEROED. TIE
EXACT LOCATONS OF SAIO E%IS➢NG UNOERGRWND U1ILITES
SHALL BE VERIFIED BY iHE CONIRACTOR PRIOR TO ANY AND ALL
CqJ51RUC110N.
CALL TOLL FREE
"911" oR 1-e0o-ae2-5544
- IN�IANA 11N�ERGROUND -
�Au��
717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
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FMEPICpN
STRUCTUREPOINT
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]• SM1atlelantl S�d4on II^tl�andpol�s,lntl ana 66356
TEL 3b 50155801 FAX Jb Sd3 02i0
wwwsVu[turepo ntcom
CARMEL MEDICAL
ARTS PAVILION
12774 N. MERIDIAN ST.
CARMEL, INDIANA
"- No. �`
����a062
STAIE OF
FIED BY
ISSUANCE INDEX
DATE:
08109/2019
PROJECT PHASE:
PERMITTING
Project Number 2017.02968
a
RELEA5E0 FOR CONSTRIlCTION
Su6jec��o compliance with allregulahons
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
DATE: 08�24�20
unun
SANITARY SEWER
STORM SEWER
UTILITY CONTACTS
COMPANY CONTNCT
VECIREN
TRICO
CITY OF CARMEL
PHONE N0.
�:F���.��
JOAME CLARK (31]) ]]6-553:
RVAN HARTMAN (31)) 944-92�1
JEREMV KASHMAN (31]) SJ1-2441
5]1-2443
STORM SEWER PLAN
AND PROFILES
C412
9+50 10+00 11+00 11+50
9+50 10+00 11 +00 11 +50