HomeMy WebLinkAboutC500-UTILITY PLANR
u
I / I � I I I
rADDITIONALCINOFCARMELNOTES: � �� __-_ �� �
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN /� �i� �_--_\ �� �� \
APPROVED STORMWATER MANAGEMENT PERMIT. � / � � \ � � \
/ /� � � \
2. THE MIN. FLOOD PROTECTION GRADE (MFPG) FOR PROPOSED � / � I � ��
BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANY A�JACENT � / � I\J \ �
100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER � / � I p \ r rT -��
IS GREAiER, FOR ALL WINDOWS, �OORS, PIPE ENiRANCES, � � � I\ \ � '� �
WIN�OW WELLS, AN� ANY OtHER SiRUCtURE MEM6ER WHERE � PROPOSED 8" D.I. WATER MAW EXTENSION '. �� � � 8"X'9"%fi" TEE AN� VALVE r
FLOODWATERS CAN EMER A BUILDING. THE MINIMl1M LOWEST � � � I 6LOCKING REQl11RE�. �
/ PER Cltt OF CARMEL DETAILS AN� �`� /�
ADJACENT GRADE (MLAG) NEXT TO THE PROPOSED BUIL�INGS IS �� SPEQFICATIONS. TO BE BEDDED IN SANO -� / \��_____ �. �
NO LE55 THAN 2 FEEf ABOVE ANV ADJACENT 100-YEAR LOCAL I FROM THE BOTfOM OP THE TRENCH TO 17' x .-- TAP EXISTING GAS LME FOR,.-------�_-___ - -
OR REGIONAL PLOOD ELEVAtI0N5, WHICHEVER IS GREAtER FOR � � qBOVE THE PIPE. BWE REFLECTIVE TAPE ���..... ��� NEW CONNECTION TO �` �- �� i�
ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND I MUSi 9E INSiALLE� 18" ABOVE PIPE AN� �� -�� BUILDING. COORDINATE WITH /
� I
ANV OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN � � TRACER WIRE MUSi 9E INSiALLE�. � � - �� - VECiREN GAS U11LI1V FOR _ _ � _ _ _ _ _ I _ _ _ _ _ _ _ _ ��L�TY Wfi � _ -- � � � �
EMER A BUILDING. I /� /i � l /�i'___- -- SIZE, INStALLAtION ---- ,' '
� � - N� MEfER � � 8'%8"X6" _ _ � '
� 45 BEN�S ��.......� _ AR�S A
� J ; I; I I 1 stnr�o
3. PER iHE CItY OF CARMEL StORMWAtER tECHNICAL StAN�AR� \ lIMf15 OF DISNRHVICE E�' LOCAtION. I � TqNO VALVE PER ��
MANUAL SECTION 10202 XI - ALL STORM SEWERS WILL BE � .� � \ ��' -- --�- � - � ' � � � � __ � � P
PRIVATE \ I I ., l i I / � W ' _ i - -,.�, � � �FIRE HV�RANT \ �,
4. PROPERIY DOES NOi LIE WIiHIN A FEDERALLY �ESIGNAiED \ � I BLOCNING� � J�/ � �oavaoa � �, � . � � � � � � _ __ _ _ -_- �-- y %�^ti ;�� CARMEL Si�S. � � `o
FLOO�PLAIN ACCORDING TO FlRM MAP PANEL Nl1MBER \ RWUIRED � > - : _ . , -� �
� � ._._._.._._I�,_,
iaos�cozoac. �� � � \\ � J' ..... /� -. � - - � aseer�o � .. �I
� ..'-wa __ .-__--
_ 5. UTILIiV RELOCATIONS REQUIRE� BY THE PROJECT SHALL BE \\ �� 1I � - '�� . � .
RESPONSIBILIiV OF iHE �EVELOPER. UiILIiY LWE RELOCAilONS \ \\ �1 ��/� s aerrc � . .
REOUIRED FOR ROAD PROJECTS THAT RESl1LT M CONFLICT WITH \ � � --t / / � � - _ I .. �� � o � _ � e �� '
PROPOSE� DEVELOPMENT SHALL BE THE RESPONSIBILIN OF �\ --r ^ '., - -� - '------'-� __- - ��� �-- � '-
THE �EVELOPER TO RESOLVE WITH THE UTILIiV. EXISTING POLE � I� X� / � ��� � ��-- T " w�
LINES REpUIRES i0 BE RELOCAtED i0 WItHIN ONE FOOi OP � � \ y � , I / qh ,, ; � = =_ ___-___ � - J ISO VA OE � .'��. pIV FDC � I : 45'BEN� I II
PROPOSED RIGHT-0FWAV LME. \\ J.� \ 0h � i J � � _-- I I
� _\
6. ALL EXISTING PERIMEfER ROAD DRAINAGE STRUCTURES AN� \ _ �4 _ --CONtRACtOR t0 INStALL iW0 -
BRIDGES ACRO55 THE FRONTAGE OF THIS DEVELOPMENT ARE � -� Cq I o (2) iRANSFORMER PA�S t0 IPL
IN�ICAiE� ON iHE PLANS. PROVISIONS HAVE BEEN MA�E r0 y -` � / a SiAN�AR�S. ?RANSFORMER
�OME41C AN� FIRE WA?ER SERVICE-
IMPROVE OR REPLACE ANV DRAINAGE STRUCTURES AND 6RIDGES `Y� 850' INSTALLED BV IPL PRIMARY
/ a TO BE SPLIT OUTSI�E BIIIL�ING.
AS NECESSARY OR AS REpUESTE� BV THE CI1V TO � �� ���T --� R1 /�' , I ,. ROUTING TO BE �EfERMME�
�/ INSTALL AN ISOLATION VALVE ON ��
ACCOMMODATE THE PAVEMENT WI�ENING, AUXILIARV LANES, � � � �y � `f � REMOVE E%6TING TEMPORARY FlRE HYDRANT. �OMESTIC LME (4") AND POST �. �' ' ._ GENERATOR.
MULTI-USE PAiH, ANp ANV OiHER REOUIRED IMPROVEMENiS i0 I� � � / � CONNECT PROPOSED 8" 0.1. WATER MAIN TO IN�ICATOR VALVE ON FIRE LME (fi") �--`� SEE MEP PLANS FOR DEiAILS
THE PROPERN OR THE ROADWAV. THE COST TO IMPROVE OR � � \ � / EXISTING WATER LINE WITH 10'%8'XB" TEE COOR�INATE SERVICE SIZES,
REPUCE ANY DRAINAGE STRUCTURES AN� BRIDGES WILL BE I ' .q-� AN� VALVE PER CIiY OF CARMEL STANDARDS. BACKFLOW PREVENTION AN� OTHER .___.� FIRE WATER SERVICE. (6")
BORNE BY THE �EVELOPER. � � ; H�oq Nt -ll BLOCKING REpUIRED. DEfAILS WITH MEP PLANS � INStALL A POSt IN�ICAtOR
I \ 1 � � l � .. �h i- vn�ve oN Fiee uNe.
]. �AMAGE r0 iHE EXISiING RIGH?-0FWAY SHALL 6E B"X8"Xfi" COOR�INAiE SERVICE SRE �
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITV AT THE � � I I � � ;o ZOTEC BUILDING FFE HS3.�S TEE &�'� � AN� OtHER �EfAILS WItH
COMPLEfION OF THE PROJECL THE COMRACTOR IS o � I I � � SANITAnPEO' VALVE � o AfEP PLANS.
ENCOURAGE� TO INSPECT THE RIGHT-0FWAY WITH THE CIiV s� � � � � -- - INV 84503 �
PRIOR i0 iHE SiARi OF WN4RUCilON 70 �OCUMENT iHE \ - PROVI�E REDUCER AN� INSiALL I '-POST IN�ICATOR
ExisriNc coNoinor� oF THE aicHT-oF-wnr. � I I � _ I NEw vn�vE nNo riRE HvoanNt aEa �w^nE� _ vn�vE
_.. : _ _:
RIGHT-0FWAY SHALL CONFORM TO THE RE�UIREMENTS OF I I I I� I CIT' OF CARMEL STAN�AR�S. �" "" .. 3j -SiORM CROSSING
q e I I I I BLOCKING RE�UIRE�. ___ _ -_ o �°�' °-
8. ALL PAVING WITHIN THE E%ISTING AN� PROPOSEO QiY I
._I-- SiM. INV.=849.3J
- iHE DEPARTMEN? OF ENGINEERING. rHE CON1RACi0R SHALL I i II II - SANITATy��.O.
CONTACT THE DEPARTMENT OF ENGWEERING TO SCHEDl1LE A I �
PRE-CONSTRUCTION MEEfING TO REVIEW THE DEPARTMENYS I I I I ' '. I�I INV.=844J8
CONSTRUCTION REQUIREMENTS, STAFF NOTIFlCATION
REOUIREMENiS, REOUIRE� INSPECilONS FOR CERiAIN SiAGES I I ' I� STORM CROSSING
OF THE WORH AND TO REVIEW THE Al1THORIiV OF THE � I I I I STM. INV.=84].58
DEPARTMENT AS IT REUTES TO WORK WITHIN THE EXISTING I '`� �� STM. BOT.=84Z25
AND PROPOSED RIGHT-0FWAV. , I I I I_ �� SqN. tOP=B45J2
� I , SAN.INV.=04S02
9. ALL PROPOSED CURB CUiS, CURB CUt VACA710N5, SiREEf II � � ' CLEARANCE =L53'
C11T5, AND UNE CLOSl1RE5 MUST BE SUBMITfED TO THE
BOARD OF PUBLIC WORKS AND SAFEIY FOR APPROVAL I . I I i' �. II 'I 50 LF OF 6" SDR-35 ��.
� UTERAL AT 1.049. MIR `�.
GENERALUTILITVNOTES �' � � I �I_ I sn�uirnavur._
1. THE UTILITIES INDICATED ON THESE PLANS AN� ON THE SURVEY I I� I I AT BWL�ING `�.
MAY NOT BE A COMPLEfE INVENTORY OF ALL THE E%ISTING I I IIf INV =945A2 "'�
UtILI11ES PRESENi ON AND AROUND iHE SIiE. iHE LOCAtION I i � I II I (GREASE)
AN� 9ZE OF THESE UTILITIES MAV 6E APPROXIMATE THE I I � I I�I
ENGINEER SHALL NOT BE HELD LIABLE FOR ANV INACCl1RATE I �'. � I SANItARV C.O.
UTILIIV WFORMATION INDICATED, IMPLIED, OR NOT INDICATE� ON I I i I I' I INV.=845A2
rnESE awNs. I � I [- I �wnsrE
)
z ir sHn�� eE rHe coNrRncTOR's REsaoNsieiulr To �ocnre nNo I I�� �� �'' I �
MAIMAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERE� V
DURING CONSTftUCTION UNLESS OTHERWISE INDICATE� IN THE I OI I I I - I �, -�� \
�RAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING V il �� I I �i' ��� �
STORM CROSSING
STM. INV. 84J 25
STM. BOT. 846.92
SAN. TOP 845.01
� SAN. INV 84431
CLEARANCE =1.91'
1,000 GALLON
GREASE MTERCEPTOR
RIM= BSJ.50�.-
INV.(W)= 843.85 �`�,
INV.(E)= B4JJ5\
� ll 1 U ��
SiM. INV.=94fi.65
SiM. BOL=94fi32
SAN. TOP=944.82
SAN. INV.=944.12
� , 91 LF OF 6' �
SDR-35 L1T.
AT 1 04% MIN.
� , SAN �
SAi _
�
e3 �r oF s soa-3s;
WT. AT 1 04R MIN.
�S�ORM�ROSSING� ��
SrM INV =846 fi3 '
sr� aor _aas 30
l�
SAN. IDP=844 Bfi
SAN. INV =843 95
LEARANCE -1 85 / �
SAN
_ CON4Rl1CilON WI?HOUi UN�UE WiERRUPiION OF SERVICE MAV � I I I� � i�
6E REMOVED AND REPUCED BY THE CONTRACTOR, AT HIS �
E%PENSE WITH THE PERMISSION OF THE OWNER. II I� I I , ��. � '.
I � 1 I p 12 LF OF fi" S�R-35 � 4\
3. BEFORE WORKING WItH OR AROUN� EXISIING UtILItIES, iHE I. � L/�TERAL AT 1.04� AIIN �, J�
APPLICABLE UTILIN COMPANV SHALL BE CONTACTED BV THE � � - ` SANRARV C.Or
COMRACTOR. I I� � �I � �. SANRARV 0.Q �� 1YPE-3
� INV: 845 15 INV.=945.18
4. WHEN CONNECiIONS ARE i0 BE MADE t0 EXIStING PIPING AND I � I I 55 LF OF 6" SOR-35 '
4Rl1Cil1RES OR WHERE WN4RUCilON IS IN iHE VICINIiV OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING �1 � IATERAL NT 1.04Y MIN.
PIPING SHALL BE FlEL� VERIFlED AND NOTIFlCATION GIVEN TO � � �' � I STORM CROSSING C
THE OWNER IF THE E%ISTING PIPING IS FOUND TO BE �IPFERENT I - STM. INV.=B4Z61
rnnn rnnr sNowN on tnE oRnwirvcs. r � � � ���, y I I sTu. ear.=anzse
S FOR CLARIiV OF THESE DRAWINGS, PIPES MAY NOT BE �RAWN i' I � SAN TOP=84S55
TO SCALE OR E%ACTLY LOCATED. I � � - I SAN INV.=844.85
�� � 1 � � � c�enRnNce -i.�s
fi OFLCOVERWAtER LMES SHALL HAVE A MINIMl1M OF 54 INCHES I I I 1 �1 �1 11 1 o SANITARV CO
�. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE 1 � � 1 r�, 1 �1 INV. 840.59
PROVIDED BEfWEEN NEW WATER AND SANRARY SEWER LWES. IF
18 INCHES OF 0.EARANCE IS NOi PROVIDED 7HEN iHE SEWER 1 t 1 � �
MUST BE CONSTRUCTE� OF WATER WORKS GRADE DUCTILE IRON � � \ �� \
PIPE WITH MECHANICAL JOMTS WITHIN TEN FEEf OF THE WATER � \ � � �\
LWE � � �
a. it is tHE eEsao�usiewlr oF rHe coNtenctoa aa � \ �\ `'� .\ �Z
- 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 t,.q
RESPONSIBLE 10 PAY FOR ALL REOUIRED PERM115 BY ANY OR \ � � y„�j` � � p \\
ALL AGENCIES MENTIONED ABOVE 11NLE55 OTHERWISE NOTED IN �, � `� �
THE CONTRACT OR SPEQFICATIONS. ALL ASSOCIATE� BONDING \ -
REpUIREMENTS AND WSTS ARE INCI�ENTAL TO THE CONTRACL \ � \� ` \\\� �SANITARV NOTE:
9. iHE WNiRACiOR SHALL VERIFY ALL �IMENSIONS AN� ELEVAiIONS � 1. TOP OF CASTING A�JOSTMENT SHALL HAVE
IN THE FIELD PRIOR TO THE START OF CONSTRl1CTI0N. THE � \ \ \ - NO MORE THAN 10" R6ER RINGS W/
COMRACTOR SHALL BE RESPONSIBLE POR ALL FlEL� DIMENSIONS �� � � ` \ MTERNAL CHIlANEY SEAL TO BE INSTALLED.
AN� ELEVATIONS �URING THE ENTIRE CONSTRUCTION SCHEDULE �� \ � � � \1
IF ANY �ISCREPANCIES ARE FOUND IN iHESE ENGINEERING � \ � \ � ���
PLANS FROM ACTUAL FlELD DIMENSIONS, THE CONTRACTOR SHALL \ ��� � � � � 3- � , ` ., ^'`
COMACT THE ENGMEER IMMEDIATELY. \ � \\ � �
10. ALL CONSiRUCiION MEiH0�5 AND MAiERIALS MUS7 CONFORM i0 + � p� \\ �' ` )` \
CURREM SiAN�AR�S AN� SPECIFlCA?IONS OF iHE FE�ERAL, \ .'\\\ � \� \
STATE, COUNN, CIT' OR LOCAL REpUIREMENTS, WHICHEVER HAS �\\� '� � \ �'.
JURISDICTION. � \ �
11. GOMRACtOR IS RESPONSIBLE FOR ELEGiRIC, iELEPHONE, AND / � � 2 � �� \ �\
CABLE CONDl11T5 AND TRENCHING COOR�INATE WITH THE LOCAL `�}�\ � � z ,\
UTILIIV PROVI�ERS AN� MECHANICAL, ELECTRICAL AND PWMBING /� ` � � `
PUNS POR SRES AND QUANTRIES. �� \ �
12. WAiER SERVICE SRES AN� CONNECiION LOCAilONS SHALL 6E \ � �` D\I
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 \ � \ ` �i
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
��„ �,,,���
\
onrE: 09/19/19
u
\ � � � � �
\ � �
� \
\ \
� � � � � �� �
� \11M1I5 OF �ISIUR6WCE � \ �
� � ��
� � � � ��
\ \ \ � �
MATCHLINE - SEE SHEET C501 \� � � � �
--- - - -�-- ` -
� � ��� `� \ � \
� \�� \ ,\�\\ \\� \\�`
\\
REMOVE EXISIING 1EMPORARV FlRE HV�RANT ��
I
i \\ I ' 1
SANITARY GO
iYPE-2
INV.=843.62
I
-: ,✓ / STM. BOT =845J0
� /� SAN TOP=84420
SAN INV=843.33
. ��EARAN�E -,.5��
�
�
ry
� �
i �
/
/,
/
3
€
STM BOT.-840.04
SAN TOP=945.4J
SAN. INv.=B44J� �MI7S OF DISNRflWCE
CLEARANCE =25J'
�a �F oF s" soa-3s
LATERAL AT 1.042 MIN.
SANITNRV C.O.\
�PEe;,.z, AARKING GARAGE
^^ �F oF s FFE: 852.50
S�R-35 IATERAL
AT 1.04Z MIN.
STORM CROSSING
STM. INV.=84].81
SiM. BOi: 84J.48
SAN. 10P=944J5
SAN. INV. 844.05 '\
CLEARANCE =2J3'
24" SAMPLING STR. I
RIM = 853.50
NV(W)= 843J4
INV.(E)= 84J.64 ��
SANIIARV C.O.
iVPE 2
NV.=843b2
1�� l��Oi ��Il�l�t'i
�� I�II�I Ilp'��
#H��€'.IA■ • •
I� °�� ���1� ' - '
I�Y,� I
I��I I
iei�i i
�ieiii i
I�`m�II i
IYI�,I I
���LII� I
I � FIRE �EPi.
CONNECtION LWE.
REFER i0 MEP PlANS.
�
45'BENDS
FlRE �EPi.
CONNECiION.
INSiALL NEW FIRE HV�RANi &
VALVE PER CIIY OF CARMEL
4AN�AR�S. BLOCNING REOb.
'PRIVAiE HV�RANi'
(PAINTE� RE� FROM FACTORY)
SANITARY � I '
IATERAL STUB I
FOR FUtURE I
CONNECiION m I
z I
I
23 LF OF fi" S�R-35 �
Ai 1.049 SLOPE MIN. I I
I
I I
I
WYE CONNECTION '� I
INV. = 840J1 I I �
I � I
I
� o= �
20' SANITARY j I
EASEMENT ., . I
STORM CROSSING '
WATER ASSUMED TO BE �
60-INCHES BELOW GRADE ����
VRR BOT= 845.tOt I
SAN tOP=B40.00
SAN INV.=839.12 I
c�EnanNCE =s.io' i
�I
�--- ---�
\ /m
i
i_
\ /� i /F^/
� /��0
u
I �-PROPOSE� 9" �.I. PRIVAiE WAiER MAIN
I EMENSION PER QT' OF CARMEL �EiAILS
y AN� SPECIFlCATIONS. TO BE BE��E� IN
SAND FROM THE BOTfOM OF THE TRENCH TO
17' ABOVE THE PIPE BWE REFLECTNE
TAPE M115T BE INSTALLE� 18" ABOVE PIPE
AND TRACER WIRE IAl15T BE INSTALLE�
/
'� SiORM CROSSING
LOWER WATER TO PROVIDE
18-INCHES OF 0.EARANCE
BEPNEEN TOP OP WATER PIPE
3 ANO BOTfOM OF STORM SEWER.
WrR TOP= 844.iJt
/ STM BOT=845.6]
l SiM INV =94fi.00
CLEARANCE =1.5
45'BEND '
jINV 9" N=838.08
NV 8" SW=83838
s
�
/
HLINE�
II �
I �
�/ _
I
I
�.v '
I
I
I
I
�
I
Ir
' TBMf,
I
I
�
I
I
I
I
I\
�
I '
1
■
I
I �
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
FE� so�r�wEsr �PERPE�o����R> oF r�E wEsr aA�K �F LLC Office
CURB OF ILLIN015 STREEf AND i1J5 PEET NORTH OF THE
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
rHE sue�Ecr rancr nr�o tzoo rEEr sourH oF rHE NoarH ��������� ��������� ���������
uNE aF rHE sue�ECT Tw,cT. ZP Investments, LLC
ELEV. = 851.98 11460 N Mendian Street
Carmel IN 46032
UTILITY NOTE: 317-705 5050
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
UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IOdi303 olis, IOdi303 46204
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES P
NOT WNRRANT THAT THE UNDERGROUND UTILITIES SHOWN NRE 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� U11LI11E5. IN�IANA
B11 ONE-CALL PU9LIC UTILIiV LOCATE SERVICE TICKEf
Nl1MBER5 180914099J, 180814W84 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
(HORIZONTAL AND VERTICAL) OF ALL E%ISTING UTILITIES Ca�mel, IN 46032
NCLUDING BUT NOT LIMRED TO GAS, WATER, AND SAMTARY 317324-6024
SEWER. ANY WNFLICTS SHALL BE REPORTE� IMME�IATELV TO
THE ENGWEER AND THE APPROPRiATE AUTHORinEs. Mechamcal / Eledncal Engineer
UTILITY LEGEND: Heapy Engineering
3850 Priority Way 5 Dr #204
� PROPOSED STORM SEWER LME Indianapolis IN 46240
SAN PROPWE� SANIiARY LWE 317-571 8795
Civil Engmeer
E PROPWE� ELECTRIC LME � ������� ���� �� �� � ��� ���������
Civil and Environmental Consultants, Inc.
T PROPOSED TELEPHONE LME 530 E OhlO SIfCCI G
FO PROPOSED FlBER OPTIC LWE Indlanap0115, IN 46204
317-655-7777
G PROPOSED GAS LWE
W PROPOSED WATER LME
OH-W PROPWED OVERHEA� UiILIiV LINE
--------- PROPOSE� WN�UIi
� PROPWE� LIGHT POLE
PROPWE� WALL MOUNTE� P�C,
H V � B O HY�RAM, WALL PIV, WAiER VALVE,
FREE STANDING F�C
O 0 PROPOSED SAMTARY MANHOLE,
CLEAN OUT
� N
PROPOSED ELECTRIC TRNNSFORMER �
KEY PLAN
� � � � � � � LIMIiS OF �ISIURBANCE
SEAL � DATE O6/21/19
UTILITIES: � � �QNC„�� p
GAS ELECTRIC O� ��
16bORNN MERIOINN STREEf 1230�WPOMORRI5W5TREETLIGHT O `�P p��s1EqOG.A�i
NDIANNPOLIS, IN. 46202 INDIANAPOLIS, IN 46221 w ? Q; Np
I(3n) ns-ssas (an) zsi-aess � :�`; aeioa000se Ei` p
TELEPHONE RODNEY JOHNSON Q : STATEOF : �
ASSISTANT TO ENGWEER SENIOR � � P•�'•;NDIAHP•�•����
5858 NORTH COLLEGE INDIANAPOLIS POWER & LIGHT C0. � �ij�F. �d �C
NDIANAPOLIS, IN. 46224 (31]) 26R-SOOJ'ECTS ENGWEERING Z �i�",bl"",`,���
(ai�) zsz-az�s RooNer.aoHNsoN�nes.coM i
STORMSEWER « �onmCHuni O6�ZI�ZDI9
alY ENCMEERs oFFlCE SANITARVSEWER SHEETISSUE
CARMEL CI1V HALL, TRICO REGIONAL SEWER AUTHORIiY
FIRSi FLOOR 10]01 N. COLLEGE AVE, 5TE A ISSUE�FORCONSTRUCTION Ofi'P1119
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 13151. SiREEf
CARMEL, IN 4fi032 CARMEL, IN 4fi0�4
(3n) �3a-zass �3») sss-3izo
NORTH
� SCALE IN FEEf
0 30 60
�
r----
�
I I _
�����.Call eerorey��a�q.
J
PROJECTNO.
SHEET TITLE
UTILITY
PLAN
SHEETNUMBER
C500
02000.000