HomeMy WebLinkAboutC501-UTILITY PLANR
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rADDITIONAL CIN OF CARMEL NOTES:
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORMWATER MANAGEMENT PERMIT.
2. THE MIN. FLOOD PROTECTION GRADE MFPG FOR PROPOSED
BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANY A�JACENT
100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS WHICHEVER
IS GREAiER FOR ALL WINDOWS �OORS PIPE ENiRANCES
WIN�OW WELLS, AN� ANY O?HER SiRUCiURE MEM6ER WHERE
FLOODWATERS CAN EMER A BUILDING. THE MINIMl1M LOWEST
ADJACENT GRADE MLAG NEXT TO THE PROPOSED BUIL�INGS IS
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NO LE55 THAN 2 FEEf ABOVE ANV ADJACENT 100-YEAR LOCAL
OR REGIONAL PLOOD ELEVAtI0N5, WHICHEVER IS GREAtER FOR
ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND
ANV OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN
EMER A BUILDING.
3. PER iHE CItY OF CARMEL SiORMWAiER iECHNICAL SiAN�AR�
MANUAL SECTION 10202 XI - ALL STORM SEWERS WILL BE
PRIVATE.
4. PROPERtY DOES NOi LIE WIiHIN A FEDERALLY �ESIGNAiED
FLOO�PLAIN ACCORDING TO FlRM MAP PANEL Nl1MBER
1805]CO208G.
_ 5. UTILIiV RELOCATIONS REQUIRE� BY THE PROJECT SHALL BE
RESPONSIBILIiV OF iHE �EVELOPER. UiILIiY LWE RELOCAilONS
REOUIRED FOR ROAD PROJECTS THAT RESl1LT M CONFLICT WITH
PROPOSE� DEVELOPMENT SHALL BE THE RESPONSIBILIN OF
THE �EVELOPER TO RESOLVE WITH THE UTILIiV. EXISTING POLE
LINES REpUIRES i0 BE RELOCAtED i0 WIiHIN ONE FOOi OP
PROPOSED RIGHT-0FWAV LME.
6. ALL EXISTING PERIMEfER ROAD DRAINAGE STRUCTURES AN�
BRIDGES ACRO55 THE FRONTAGE OF THIS DEVELOPMENT ARE
IN�ICAiE� ON iHE PLANS. PROVISIONS HAVE BEEN MA�E r0
IMPROVE OR REPLACE ANV DRAINAGE STRUCTURES AND 6RIDGES
AS NECESSARY OR AS REpUESTE� BV THE CI1V TO
ACCOMMODATE THE PAVEMENT WI�ENING AUXILIARV LANES
MULTI-USE PAiH, ANp ANV OiHER REOUIRED IMPROVEMENiS i0
THE PROPERN OR THE ROADWAV. THE COST TO IMPROVE OR
REPUCE ANY DRAINAGE STRUCTURES AN� BRIDGES WILL BE
BORNE BY THE �EVELOPER.
]. �AMAGE r0 iHE EX1511NG RIGH?-0FWAY SHALL 6E
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITV AT THE
COMPLEfION OF THE PROJECL THE COMRACTOR IS
ENCOURAGE� TO INSPECT THE RIGHT-0FWAY WITH THE CIiV
PRIOR i0 iHE StARt OF WNSiRUCiION 70 �OCUMENi iHE
EXISTING CONDITION OF THE RIGHT-0E-WAY.
8. ALL PAVING WITHIN THE E%ISTING AN� PROPOSEO QiY
RIGHT-0FWAY SHALL CONFORM TO THE RE UIREMENTS OF
�
- iHE DEPARtMENt OF ENGINEERING. iHE CONiRACiOR SHALL
CONTACT THE DEPARTMENT OF ENGWEERING TO SCHEDl1LE A
PRE-CONSTRUCTION MEEfING TO REVIEW THE DEPARTMENYS
CONSTRUCTION REQUIREMENTS, STAFF NOTIFlCATION
REOUIREMENiS, REOUIRE� INSPEC110N5 FOR CERIAIN SiAGES
OF THE WORH AND TO REVIEW THE Al1THORIiV OF THE
DEPARTMENT AS IT REUTES TO WORK WITHIN THE EXISTING
AND PROPOSED RIGHT-0FWAV.
9. ALL PROPOSED CURB CUiS, CURB CUt VACA710N5, SiREEf
C11T5, AND UNE CLOSl1RE5 MUST BE SUBMITfED TO THE
BOARD OF PUBLIC WORKS AND SAFEIY FOR APPROVAL.
GENERAL UTILITV NOTES:
1. THE UTILITIES INDICATED ON THESE PLANS AN� ON THE SURVEY
MAY NOT BE A COMPLEfE INVENTORY OF ALL THE E%ISTING
UtILIiIES PRESENi ON AND AROUND iHE SIiE. iHE LOCAtION
AN� 9ZE OF THESE UTILITIES MAV 6E APPROXIMATE THE
ENGINEER SHALL NOT BE HELD LIABLE FOR ANV INACCl1RATE
UTILIIV WFORMATION INDICATED, IMPLIED, OR NOT INDICATE� ON
THESE PLANS.
2 IT SHALL BE THE CONTRACTOR'S RESPONSI61LItt TO LOCATE AN�
MAIMAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERE�
DURING CONSTftUCTION UNLESS OTHERWISE INDICATE� IN THE
�RAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING
_ CON4Rl1CilON WI?HOUi UN�UE WiERRUPiION OF SERVICE MAV
6E REMOVED AND REPUCED BY THE CONTRACTOR, AT HIS
E%PENSE WITH THE PERMISSION OF THE OWNER.
3. BEFORE WORKING WItH OR AROUN� EXISiING UtILItIES, iHE
APPLICABLE UTILIN COMPANV SHALL BE CONTACTED BV THE
COMRACTOR.
4. WHEN CONNECiIONS ARE i0 BE MADE t0 EXIStING PIPING AND
4Rl1Cil1RES OR WHERE WN4RUCilON IS IN iHE VICINIiV OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING
PIPING SHALL BE FlEL� VERIFlED AND NOTIFlCATION GIVEN TO
THE OWNER IF THE E%ISTING PIPING IS FOUND TO BE �IPFERENT
iHAN iHAt SHOWN ON iHE DRAWINGS.
S FOR CLARIiV OF THESE DRAWINGS, PIPES MAY NOT BE �RAWN
TO SCALE OR E%ACTLY LOCATED.
fi. ALL NEW WA?ER LMES SHALL HAVE A MINIMl1M OF 54 INCHES
OF COVER.
�. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE
PROVIDED BEfWEEN NEW WATER AND SANRARY SEWER LWES. IF
18 INCHES OF 0.EARANCE IS NOi PROVIDED 7HEN iHE SEWER
MUST BE CONSTRUCTE� OF WATER WORKS GRADE DUCTILE IRON
PIPE WITH MECHANICAL JOMTS WITHIN TEN FEEf OF THE WATER
LWE.
8. li IS ?HE RESPONSIBILItV OP iHE CONiRAC?OR OR
- CONTRACTORS TO OBTAIN ALL FE�ERAL, STATE, COUNT', CITV OR
LOCAL PERMITS FOR ANV AND ALL WORK REpUIRED UNLE55
OTHERW6E NOTED. THE CONTRACTOR OR CONTRACTORS ARE
RESPONSIBLE i0 PAY FOR ALL REOUIRED PERMIiS BY ANY OR
ALL AGENCIES MENTIONED ABOVE 11NLE55 OTHERWISE NOTED IN
THE CONTRACT OR SPEQFICATIONS. ALL ASSOCIATE� BONDING
REpUIREMENTS AND WSTS ARE INCI�ENTAL TO THE CONTRACT.
9. iHE WNiRACiOR SHALL VERIFY ALL �IMENSIONS AN� ELEVAiIONS
IN THE FlELD PRIOR TO THE START OF CONSTRl1CTI0N. THE
COMRACTOR SHALL BE RESPONSIBLE POR ALL FlEL� DIMENSIONS
AN� ELEVATIONS �URING THE ENTIRE CONSTRUCTION SCHEDULE.
IF ANY �ISCREPANCIES ARE FOUND IN iHESE ENGINEERING
PLANS FROM ACTUAL FlELD DIMENSIONS, THE CONTRACTOR SHALL
COMACT THE ENGMEER IMMEDIATELY.
10. ALL CON4RUCilON MEiH0�5 AND MAiERIALS MUS7 CONFORM i0
CURREM 51AN�AR�S AN� SPECIFlCA?IONS OF iHE FE�ERAL,
STATE, COUNN, CIT' OR LOCAL REpUIREMENTS, WHICHEVER HAS
JURISDICTION.
11. COMRACtOR IS RESPONSIBLE FOR ELECiRIC, iELEPHONE, AND
CABLE CONDl11T5 AND TRENCHING COOR�INATE WITH THE LOCAL
UTILIIV PROVI�ERS AN� MECHANICAL, ELECTRICAL AND PWMBING
PUNS POR SRES AND QUANTRIES.
12. WAiER SERVICE SRES AN� CONNECiION LOCAilONS SHALL 6E
_ COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PWMBING
P�,Ns.
is. ir it wi�� aE nECEssaRr ro RE�ocnrE ExistiNc utwnEs. tHE
EXPENSE OF Sl1CH RELOCATION SHALL BE THE RESPONSIBILIN
OF THE DEVELOPER. ALL UTILIiV POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-0E-WAV.
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
Jj¢a��1�VonV�nl i�
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onrE: 09/19/19
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REMOVE EXI511NG iEMPORARV RRE HY�RAM. ��.
CONNECT PROPOSE� 8" �.I. WATER MAIN TO �
EXISTING WATER LME WITH 10"X8'X9" TEE
AN� VALVE PER Q1V OF CARMEL STAN�AR�S.
BLOCKING REOIIIRE�.�
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PROVI�E RE�l10ER AND INSTALL
NEW VALVE AN� RRE HYDRANT PER
CIIV OF CARMEL STANDARDS.\
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BLOCK NG REQU RED.
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RIM=849.90� �P50
INV. 9" NE-036.55
\ INV. 10" 5E=836.35,��/ `
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INV. 8" N=039.88
INV. 8" SW=838J8
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PROPOSEO 8" D.I. PRIVATE WATER MAM .
EXTENSION PER CIIV OF CARMEL DEfAILS
AND SPEQFlGTIONS. TO BE BEDDED IN
SAND FROM THE BOiTOM OF THE TRENCH TO �
12" ABOVE THE PIPE BWE REFLECTNE
TAPE MUST BE INSTALLED 18" ABOVE PIPE
AND TRACER WIRE MUST BE INSTALLED
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SANII RY NOTE:
1. TOP OF CASTING AOJUS�AfENT SHALL HAVE
NO MORE THAN 10" RISER RINGS W/
IMERNAL CHIMNEV SEAL TO BE INSTALLE�.
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and resolved concern with Steve � � � / � x �. . � � \
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'EASEMENT - � � �
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BENCHMARKS:
UNLESS OiHERWISE NOiED, ELEVAilONS SHOWN HEREON ARE
BASE� UPON AN OPUS SOWiION AN� ARE ON iHE 1988
NORiH AMERICAN VERiICAL �A1UM (NAV�68). li IS MV OPINION
THAT THE UNCERTAINTV IN THE ELEVATION OF THE PROJECT
BENCHMARK �OES NOT E%CEE� 0.10 Foor. ZP Investments�
TBA1�1: ARROW BOLT ON TOP OF FlRE HV�RAM LOCATE� }5
FEE� SOOTHWEST PERPEN�ICULAR OF THE WEST BACK OF
� �
CURB OF ILLIN015 STREEf AND i1J5 PEET NORTH OF THE
LLC Office
SWTH PROPERiY LWE EXTENDED OP THE SUBJECT TRACT.
ELEV. = 84939 North Illinois St
TBM�'2: ARROW BOLT ON TOP OF FIRE HYDRAM LOCATED 35'
WEST OF THE WEST BACK OF CURB OF ILLIN015 STREEf ANO Carmel IN 46032
t140 FEEf SOUTH OF THE CEMERLINE OF FIDELIiV WAV. f
ELEV. = 85fi23
iBM 3: MARKER BOX SEf ON iHE WESi SI�E OF A LIGHi
POL� BASE LOCATE� 2b0 FEEf EAST OF THE EAST LWE OF ��¢f
THE SUBJECT TRACT AN� 2200 FEE� SOOTH OF THE NORTN ��������� ��������� ���������
uNE aF rHE sue�ECT Tw,cT. ZP Investments, LLC
11460 N Mendian Street
ELEV. = 851.98 Carmel,IN 46032
317-705 5050
UTILITY NOTE:
THE UNDERGROUND UTILRIES SHOWN HAVE BEEN LOCATE� PROM A1�Chit¢Ct/LdndSCdp¢Arohit¢Ct
FlELO SURVEY WFORMATION AND EXISTING DRAWINGS. THE RATIO
SURVEVOR MAKES NO GUARANTEES THAT THE UNDERGROUN� �01 SOUth PBnnSylvdnid Sf�BBf
ununes coMPRise n�� sucH ununes iN iHe nRen, [iineR Indiana olis, Indiana 46204
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES P
NOT WNRRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE 317-633-4040
IN THE EXACT LOCATION IN�ICATED ALTHOUGH THE SURVEYOR
�OES CERiIFY iHAi iHEY ARE LOCAiED AS ACCURAiELY AS
POSSIBLE FROM MFORMAiION AVAILABLE. iHE SURVEYOR HAS
NOi PHVSICALLV LOCAiE� iHE UN�ERGROUN� UiILIilES. IN�IANA
011 ONE-CALL PUBLIC UTILIiV LOCATE SERVICE TICKEf
Nl1MBER5 180914099J, 1808140984 AN� 190814009 WERE Structural Engineer
ISSUED FOR THIS SITE ........ ....... ......... ......... .........
CE Solutions
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES. �O ShOShOn2 Df.
CONTRACTOR SHALL E%POSE ANO VERIFY LOCATIONS
(HoR¢oNTAL AND vERnCAL) oF ALL ExISnNG UnunEs Carmel,IN 46032
NCLU�ING BUT NOT LIMRED TO GAS, WATER, AND SAMTARY 317324 6024
SEWER. ANY CONFLICTS SHALL BE REPORTE� IMME�IATELV TO
TnE ENGWEER nND TnE nPPROPRinTE nUTnoRinEs. Mechamcal / Eledncal Engineer
UTILITY LEGEND: Heapy Engineering
3850Pnont Wa 5 Dr#204
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PROPWED SiORM SEWER LINE Ifldl3f13 OIIS IN 46240
P
SAN PROPWE� SANIiARY LWE 317-571 8795
- Civil Engmeer
� E PROPOSE� ELECTRIC LME � ������ ������ ������ ���������
- Civil and Environmental Consultants, Inc.
T PROPOSED TELEPHONE LME 530 E OhlO SIfCCI G
FO PROPOSED FlBER OPTIC LWE Indianapolis, IN 46204
317-655-7777
G PROPOSED GAS LWE
W PROPOSED WATER LME
OH W PROPWED OVERHEA� UiILIiV LINE
_--- ---- aeoPosEo coNouit
� PROPWE� LIGHT POLE
PROPOSE� WALL MOUNTE� PDC,
H iY � B tl HY�RAM, WALL PIV, WAiER VALVE,
FREE STANDING F�C
O 0 PROPOSED SAMTARY MANHOLE,
CLEAN OUT
� �
PROPWED ELECiRIC iRANSFORMER �
KEY PLAN
� � � � � � � LIMIiS OF �ISiURBANCE
SEAL � DATE O6/21/19
UTILITIES: � � �QNC„�� p
GAS ELECTRIC O� ��
16bORNN MERIOINN STREEf 1230�WPOMORRI5W5TREETLIGHT O `OP Q;�`57F�eO(/��'
NDIANNPOLIS, IN. 46202 INDIANAPOLIS, IN 46221
(31]) ]]6-5535 (31]) 261-8955 �
TELEPHONE RODNEY JOHNSON z
AT&T
ASSISTANT TO ENGWEER SENIOR
(9
5858 NORTH COLLEGE INDIANAPOLIS POWER & LIGHT C0. y
NDIANAPOLIS, IN. 46224 CUSTOMER PROJECTS ENGWEERING
(31]) 261-504] z
(ai�) zsz-az�s RooNer.aoHNsoN�nes.coM i
STORM SEWER
alY ENGMEERS oFFlCE SANITARVSEWER
CARMEL CI1V HALL, TRICO REGIONAL SEWER AUTHORIiY
FlRSi FLOOR 10]01 N. COLLEGE AVE, STE A
ONE QVIC SpUARE INDIANAPOLIS, IN 46280
(ai�7 s�i-zaai (an) aaa-szoo
CONiACi: RYAN HARiMAN
WATER STREETS
CARMEL OTILITIES �EPARTMENT CARMEL S1REEf DEPARiMEM
b0 W. MAIN STREE�, STE 200 g400 WESi 1315i. SiREEf
CARMEL, IN 4fi032 CARMEL, IN 4fi0�4
(3n) �3a-zass �3») sss-3izo
NORTH
SCALE IN FEEf
0 3o so
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�����•�8�� heforeyouaig.
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� RAT I O
PROJECT NO. 02000.000
SHEET TITLE
UTILITY
PLAN
SHEETNUMBER
C501
: Q. No
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