HomeMy WebLinkAbout[1] 2017.02968.CE.C410.STMPP-C411o . ,. i
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LINE
STORM S1R 102
7R:882.48 _
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STORM STR
1R:86203
LINE STM-02
SCALE: HORZ. 1'=30'
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SCALE: 1"=30'
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
yP RRE HYDRANT
spo � WATER 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 LIGHTPOLE ��� N�ERTFELEVATIONATION
� PINE ci CAST IRON PIPE
POST cmpCORRUGATED METAL PIPE
b POWER POLE P�c PLASiIC PIPE
rcp RBNFORCED CONCRETE
�' SPRINKLER CONTROL PIPE
VAWE
BENCHMARK DATA
caa dot�m�
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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�:so snaaeiam Staeo� I��a�a�apous, ma a�a aerss
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
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�un��\i lo•rvalM��_
DATE: 08�24�20
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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
C411
9+50 10+00 11 +00 12+00 13+00 14+00 14+50
PROVIDE GONCRETE CURBING
AND CONCREIE PqVEMENT
qROUNp CRSIING
MH HVT-J02
SANITARV MH RZ-J01
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717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
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OFMEPICpN
■ STRUCTUREPOINT
�N�_
�• snaaeiam Staro� I��a�a�apors,ma�a�a aerss
TEL 3b.501.55801 FAX Jb.5d3.02i0
wwwsVu[turepointcom
�
CARMEL MEDICAL
ARTS PAVILION
12774 N. MERIDIAN ST.
CARMEL, INDIANA
"- No. �`
11100062
STAIE OF
a
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
DATE: 08�24�20
('88 tlaNm)
BRB ONZE DISK $ET IN 1HE TOP OF 1HE NE CORNER OF A
WNC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE
RAILROAO TRACKS; 2 YARDS EAST OF THE EAST RAIL: �
RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE
CROSSING Of THE INDIANA RAILROA�; 1L5 RAILS NORTH
OF MILE POST B 1]0; 2 MILES SOUiH OF THE STATION
ALONG THE RAILROAD.
STAMPED "Y 42 1934'.
ELEV = 838.62
ASI TBIA 20
CHISELED 'X' ON NORIHEAST BOLT FlRE HYDRANT; 220'
WEST OF � FRONTAGE ROAD TO US 31 AND 360' SOOT1
OF � ENiRANCE TO MIDWEST FERTIJtt SPECIALISTS.
FLEV = ft6] 66
A51 TBM 85
MAG SPIKE E. SIDE UIILITY POLE pHA1l 89]5: t60' EAST
OF US 31 EAST SHWLDER EXIT RaMP NEnR SW CORNER
OF PROPERTV.
ELEV = 858 fi9
EXISTING LEGEND
@ AIR GONDITIONER 4 SIGN
�' BEEHNE INLET pOO� SANITARY MANHOLE
Q BUSH / � STUMP
O CLEAN Ol1T � TELEPHONE HANDHOLE
� CURB MLET v TELEPHONE MARKER SIGN
OO DRAINAGE MANHOLE � TELEPHONE PEDESTAL
� DOWN SPOUT � TRANSFORMER
0 ELECTRIC METER BOX TREE
� ELECTRIC CRO55 BOX OO WELL
� FIRE HV�RANT � µqTER VALVE
� GROUND LIGHT e BURIED ELECiRIC LWE
� GAS METER ohe OVERHEAD ELECTRIC LINE
fo BURIED FIBER OPTIC LINE
F- GUY WIRE q 9l1RIE� GAS LWE
� INLET t BURIED TELEPHONE LWE
Q LID ctv BURIED TELEV610N LWE
Bl1RIED WATER LINE
�'/ LIGHT POLE t�� N�VERT ELEVATIONATION
� PME CAST IRON PIPE
POST cmpCORRUGATED METAL PIPE
b POWER POLE Pcp RENFORCE�ECONCRETE
�Y SPRINKLER CONiROL PIPE
VALVE
SANITFRY SEWER PROFILE NOlES:
1. OFFSIIE TOPOGRpPHY TAKEN FROM 9EST AVAILABLE
GIS AT TIME OF pE51GN.
2. THE GRANULAR BACNFILL AREAS SHOWN IN PLAN NEW
ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT
LIMITS OF GRANULAR BACKFILL ARE TO BE DEIERMINED
IN hiE FIELD BV hiE CONTRACTOR BASED ON iRENCH
VADhi AND AS OIRECIE� BY hiE AUTHORItt HANNG
JURISDICTON.
� CRANULAR BACKFlLL REOUIREO
(REFER TO CITY OF CARMEL STANDARD
DRAVANG 10-31 ON SHEET C601)
GENERAL NOIES:
1. CONiRACTOR $HALL GROTECT AND NOT DESTROY h1E
PROPERTV CORNER MONUMENTS DURING WNSiRUCTON.
2. CONTRFCTOR TO VERIFY LOCNTION, SIZE AND DEPTH OF
EXISTING UPLI➢ES PRIOR TO COMMENCING ANY
CONSTRUCTION. CONTACT ENGINEER IF VARIATION EX6T'
3. SEE SHEET C002 GENERAL NOlES FOR MORE
INFORMATON.
1HE LOCAl10NS OF ALL EXISTNG UNOERGROON� 0¶LITES SHOWN
ON 1H15 PLAN ARE BASED UPON ABOYE CROIIN� ENOENCE
(incWEing, bul not limited lo, manholes, inlets, wlves, anE maMs
maCe upon lhe grounE by others) AN� ARE SPEWLATI�E IN
NANRE. 1HERE MAY ALSO BE O1HER E%ISiING UNDERGRWND
UTLITES FOR WHICH THERE IS NO ABOVE GROUND ENDENCE OR
FOR WHICH NO ABOOE GROUND ENOENCE WAS OBSERVED, iHE
E%ACT LOCA➢OIJS OF SND EXISTNG UNDERGROUND U➢LOIES
SHALL BE �ERIFIED BY iHE CONiRACTIXt PRIOR TO ANV AND ALL
CONSiRUC1101J.
CALL TOLL FREE
"811" OR 1-800-392-5544
- INDIANA UNDERGROUND -
unun
SANITARY SEWER
STORM SEWER
UTILITY CONTACTS
COMPANY CONTNCT PHONE N0.
GFIII:lifl
VECIREN JOAME CLARK (31]) ]]6-553:
TRICO RVAN HARTMAN (31)) 944-92�1
CITY OF CARMEL JEREMV KASHMAN (31]) 5]1-2441
5]1-2443
�
o' so' sa'
SCALE: 1"=30'
FIED BY
ISSUANCE INDEX
DATE:
08109/2019
PROJECT PHASE:
PERMITTING
Project Number 2017.02968
SANITARY SEWER
PLAN AND PROFILE
C420
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