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`REDIRECT E%ISTING L25" (ASSUMED ��,��'/ � �
CONTRACTOR TO VERIFY) WATERLWE, � I�
COORDINAIE N17H THE CIiY OF CARMEL � �'
— � U➢LI11ES IF MEIER PIT MUST BE � � I;
RELOCATED FOR �RIVEWAY LOCATION - � /
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CONNECi SANITARY LATERAL TO EXISIING SANITARY
MANHOLE COORDINAIE WI7H THE CITY OF CARMEL
ummes.
Iixv.-eaea—
RELEA5E0 FOR CONSTRUCTION
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�� 7�20
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0 30' 60'
SCNE�, Y = 30.
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777 ���I TTT
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o� l Indiana s��
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�1Cs�Uf'r'� V 11.J1
� - Existing Contour � Existing Storm Sewer
N s:w —�— New Storm Sewer
Eziating Elevation
•— Swale Flowline with SSDs --- ------ Underdrains
� Flow Arrow . Existing Water Main
t Y Proposed Fire Hydrant w Proposed Water Main
` Existing Fire Hydrant E Existing Electric Line
� Existing Water Valve E Proposed Electric Line
Existing Utility Pde = Existing Sanitary Line
� Emergency Flood Routing Path s Proposed Sanitary Line
�...�_.-.. �� Ezisting Trees
a0000 Proposed Finish Grades - Ezisting Fence
000.00Me Match Ezisting Gade ���� Constmction Limits
ow.aorc Proposed Top of Curb
nw.aoec Proposed Bottan of Curb
U..Y 11 11_LLs�1 11 1L JL V` � J.L 1Gt�
I. PROPER GARE MUST BE USED TO CANSTRUGT PROPOSED FOUNDATIONS AND UTILITIES.
IT SNALL BE "fNE CONTRAQORS RESPONSIBILITY "f0 USE A SOILS ENGINEER FOR
REGOMMENDAilONS DURING T11E SITE CONSTRUCiION PNASE.
2. ALL CANT2AG?ORS MUST TAKE PARTIGULAR GARE WHEN EXGAVATING IN AND A20UND
EXISTING UTILITY LINES AND EOUIPMENT. ACTUAL FIELD LCGATIONS OF ALL THE E%ISTING
UTILITIES ARE THE RESPONSIBILITY OF THE GqJTRAQOR AND MUST BE LQ:ATED EITHER
BY THE REPRESENTA'fNE OF TIlE LOCAL UTILItt CAMPANY OR BY A PRNA"fE
UNDERGROUND UiILIiY LaAiION COMPANY PRIOR i0 TNE SiARi OF EXCAVATING.
VERIFY MINIMUM COVEk REf,1UIkEMENTS 0Y TNE UTILI?Y GONTRAGTOR OR fANTRAQORS�
OR AGENGES� WHIGHEVEA ViILITY GOMPANY OR AGENGES THAT HAS JUkISDIGTION� 50
NOT i0 GAUSE DAhAGE
3. IT IS THE RESPONSIBILITY OF THE CONTRAGTOR TO NOTIFY ALL THE UTILITY CAMPANIES
AND DEPARTMENT 71 HOURS BEFORE CONSTRUQION IS TO START TO VERIPY ANY
UTILITIES TNAi MAY BE PRESENT ON iNE SITE. ALL VERIFlCATIONS LLCATIONS� 51ZE�
AND �EPiNS SIIALL BE MApE 8Y TNE APPROPRIATE UTILITY COMPANIES OR
DEPAkTMENTS. W11EN IXGAVATING ARWND OR OVER IXISTIN6 UTILITIES� TLIE
GONTRACTOR MUST NOTIPY TNE UTILITY COMPANY 50 A REPRESENTATIVE OF THE UTILITY
GAN BE PRESENT DURING THE IXCAVATICN TO INSTRUQ AND OBSERVE DURING THE
EXCAVATION.
4. ALL LONSTRUCTION MEiNOpS AND MATERIALS MUST CONFORM TO TNE GURRENT
STANDARDS AND SPEQFlCATIONS OF TLIE FEDERAL� STATE� GOUNTY� QTY� OR LOGAL
REQUIREMENTS� WHILNEVER HAS JURISDIQION.
5. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A Cq1PLETE
INVEN?oRY oF ALL TIlE IXISTING UTILITIES PRESENT ON AND AROUND TNIS SITE. TNE
LOGATION AN� SIZE OF TNESE ViILITIES MAYBE APPROXIMATE. TBIS MFORMATION WAS
GATHE2ED OR SUPPLIED 8Y OTHERS AND USED BY TFlE EN6MEER AND MA7 NOT BE
AGTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLFADING
UTILITY INPORMATION INDIGATED� IMPLIED� OR NOT INDIUTED ON THESE PLANS.
6. IT SNALL BE TNE RE5PON5IBILITY OF T11E GONiRACTOR TO BEAR ALL EXPENSES TO
REMOVE� RELaATE AND OR MODIFY ALL UTIL111E5� PRIVATE OR PUBLIC� OR OTFIERWISE�
IT SRALL BE T11E RESPONSIBILITY OF T11E GONTRACTOR TO VERIFY WITN FAGN UTIUTY
COMPANY AND OR AGENT WHOM IS RESPONSIBLE TO REMOVE� RELOGATE� AND/OR MODIFY
SUGH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CANTRACTORS'
RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY
EPPECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES.
]. ALL CONSTRVGTION AGTIVITY ON TNIS SITE TO BE PERFORMED IN GOMPLIANGE WITN
APPLICABLE O.S.N.A. STANDARDS FOR WOkKER SAPETY.
8. ANY PART OF THE SANITARY OR STORM SEWER TRENGHES RUNNING UNDER PAVED ARE45
TO BE BACKFILLED WITN GRANULAR MATERIAL.
q. WATER SERVIGE LME TO TNE BUILDING SHALL LIAVE A SNUiOFF VALVE IN AN ACGESSIBLE
LOGATION OUTSIDE OF THE BUILDING
10. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY.
NOTE:
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELD VERIFY THE LOCAiION OF
THE EXISTING UTILITIES WITH WHICH WE HAVE
PROPOSED CONNECTIONS AND COORDINATE WITH
THE PROJECT MANAGER.
NOTE:
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REMOVE AND REPLACE ANY
HARDSCAPE NECESSARY FOR THE INSTALLATION
OF THE PROPOSED UTILITIES. REPLACEMENT OF
THE HARDSCAPE SHALL BE DONE IN
ACCORDANCE WITH THE DETAILS SHOWN ON
SHEET L802.
N�TE:
IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO INSTALL ALL SANITARY SEWER
ELEMENTS TO THE SPECIFICATIONS AND DEATILS
SET FORTH ON SHEET L804A.
NOTE_
NO EARTN DISTURBING ACTNITY MAY
COMMENCE WITNOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
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(i�fOMATICS
a dinsion of
The Schnetler Corporafion
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Tel eph on e: 317826 J100
ww w. sch n eid ercorp. com
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