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PROPOSED' BLOW
/4' ROLL CUR. B AND GUTTER
V (SEE DETAIL PV-4)
/0.' REVERSE SLOPE RPLL CURB
W (SEE DErAIL PV-4)
~. . COMBINED WALK & CURB
'V (SEE DETAIL PV-24)
<3> . VALLEY GUTTER (SEE DETAIL PV-3C)
SITE.WORKGENERAl NOTES AND SPECIFICATIONS
NOTICES' AND:PERMlJ.S
1. THE CONTRAcTOR SHALL 'BE RESPONSIBLE FOR OBTAINING, OR VERIFYING. THAT AlL PERMITS
AND APPROVALS. ARE OBTAlNEQ. FROM THE RESPE~TIVE COY, CQUNJY AND STATE. AGENCIES
PRIOR TO. STARTING. CONSTRUC1lON.
2. IT SHALL BE THE CONTRACTORS RESPONSIBIUlY TO 'DETERMINE THE EXACT LOCATION OF All
EXISTlNGUllU11ES IN THE 'VlCINITY Of THE CONSlRUCTION AREA PRIOR TO STARTING
CONSTRUCTION. .
3. rr SHAlL BE THE CONTRACTORS RESPONSIBIUTY FOR NOTIfICATION AND COORDINATION Of All
CONSTRUCTION WITH RESPECTIVE UTIlITY COMPANIES. .
4.rr SHAlL BE THE RESPONSIBILITY Of THE DEVELOPER AND CONTRACTOR TO MAINTAIN. QUAlITY
CONTROl THROUGHOUT THE . PROJECT; FAILURE TO DO, SO MAY RESULT IN REMOVAl AND
REPlACEMENT Of THE DEFECTIVE. WORK. IT IS RECOMMENDED'THAl' THE DEVELOPER 'HAVE A
OUAUFIED.: INSPECTOR ON THE JOB SITE AT ALLllMES DURIN~ CONSTRUCTION.
5. IT .IS ESSENTIAL THAT. THE WORK TO. BE DONE IN CONJUNCTION WITH THIS PROJECT SHAll BE
INSTAlLED ACCORDING TO THESE SPEClfICATION$. THE' ENGINEER Will BE. REQUIRED TO
CERTIFY TO CERTAlNPORilONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NEGESSNN TO OBTI\INAPPROVAl AND ACCEPTANCE BY THE COY 'THAT CONSTRUCTION WAS
DONE INCOMPlIANCE .WITH TH~ ~LANS AND SPECIFICATIONS.
6, All QUANTITIES GIVEN ON THE PRINTS, VERBAlLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALl BE CONFIRMED BY THE BIDDING CONTRACTOR. . . .
7. OCCUPATIONAl SAfIT( AND HEAlTH ADMINISTRATION (OSHA) STANDARDS. fOR EXCAVATIONS,
FINAL RULE 29 CfR PART 1926, SUBPART "p. APPUES TO Iti EXCAVATIONS EXCEEDING flVE
(5) ffiJ IN OfPTH,
8, LOCATIONS & ElEVATIONS OF "FlOODWAY UMITS' AND "100 YEAR flOOD LWITS"ARE SHOWN
FOR REfERENCE ONLY.
SITE PLAN NOTE&
ALL RADII AND. STREET DIMENSIONS SHALL I3E .MEASURED TO BACK Of CURB... All
Dlt.lENSlONS TO THE BUIlDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALl.
All ~AVEMENTAND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED.
. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN fOR REfERENCE ONLY. SEERECORD
SURVEYS ANO PLATS FOR EXACT INFORMATION.
. SEE f\RCHITECTURAl PLAN5FOR DETAILS Of BUILDINGSAN.o BUILDING DIMENSIONS:
. All PARKING .STAI1SSIiAU- BE g' X 20'
. TEMPORARY TRAfFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE lOCAl
STANDARDS.
1.
2.
3,
4.
5.
STORM SEWER STRUCTURE NUMBER
.. . . '.
STORM SEWER INVERT ELEVATION
TOP OF CA$TING' ELEVATION
SWAlE WITH SUBSURfACE DRAIN (SSO)
UTlUTY. PlAN NOTES.
SEE ARCHITECTURAL PLUMBING PLANS ~OR PLUMBING DE1:AJLS TO AR(AS fIVE (5) ftET
OUTSIDE AND INSIDE Of THE PROPOSED' STRUCTURE.
WATER. liNES THROUGHOUT THE PROJECTSHAli BE INSTALlED WITH AT LEAST.43 INCHES 0
COVER TO PROVIDE PROTECTION' FROM FREEZING. . . . . .
LOCATIONS Of EXISTING 'UNDERGROUND uTIlITY LOCATIONS ARE APPROXiMATE. THE CONTRACTOR
IS TO FIELD VERIFY ALL HORIZONTAl AND YER11CA1.. lOCATlO~ .PRlOR TO CONSTRUCTION, .
PlASTIC WATER UNESARE TO BfAR THE NSF SEAL Of APPROVAL .ANDMEf;T .COMMERCIAl
STANDARD NO. 256-3. 'PRODUCT STANDARD 22-70. OR ASTM D' 2441. .
WATER AND SEWER CROSSINGS AND SEPARATIONS SHALl BE INACCOROANCE WITH "TEN. STATE.
STANDARDS" AND LOCAl CODES. .
~ITARY STRUCTURE NUMBER
SANITARY CASTING lliVATIQN
EASEMENT UNE
SANI'fARY SEWER EASEMENT
WATER
WATER UNE - W -.
WATER VAlVE . ~
'IRE HYDRANT o.
WATER 1.!El'Eij @
OFf ASSEMBlY iii B.O.
)SED REDUCER t:I
ROPOSED "TEE" ~
GAS .I CA8~
'lED CABLE
,5.E.
SANITARY SEWER;. DRAINAGE ;,5.,0;& U.E.
& UTI1J1Y EASEMENT
STORM SEWER
iRlED TElEPHONE UN
GAS Vf.J..VE
GAS METER
UTlITYPLAN LEGEND
PROPOSED CONSTIIJCTION
SAMTARY SEWER
SANJTARY ClEANQUT @
SANITARY LATERAl
STORM MANHOLE
TElEVISION
GAS UN
~
~
~
TELEPHONE
- BCTV~ .SCTV-
-G-G-
BTC STC
501
ITC1715.501
---
PROPOSED UGHT DlIIY PAVEMENT
(SEE DETAIL PV-36) .
~~W,l~~3~UTY PAVEMENT
PAVEMENT SECTION WITHIN THE RIGHT
Of WAY (5EEOETAllPV-37)
ELECTRIC
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SITE/UTILITY PLAN
Carmel Soccer Fields at River Road
. .
Carmel' (l~y $choolCorporation.
7172 GRAHAM ROAD
INDIANAPOLIS, . INDIANA. 46250
(317) 842~6777 FAX (31:7) 8'41'-479~
.E....MaHcripe~ripe;biz ,
. ARCHITECTURE
.. CIVIL ENGINEERS
. LANDSCAPE ARCHITECTURE
. LAND PLANNING .
. 'Co) LAND SU~VEYORS .
. TRANSf)ORT A llON ENGINEERS
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SITE' PLAN NOTES.
. AlL RADII AND STREET DIMENSIONS. SHAlL ~ MEASURED.TO BACK. OF CURB,
OJMENSIONS TO' THE'BUiLOINGARE TO - THE OUTSIDE Of' BUILDING' FOUNDATION
AlL PAVEMENT AND/OR CURB R,6D1I . TO BE FiVE (5) FOOT . UNLESS OTHERWISE
"FlOODWAY WAITS" AND
SITE. WORK GENERAL NOTES.. AND SPECIFICATIONS
NOTICES AND PERMITS
1. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING. OR VERIFYING. THAT AlL PERMITS
AND APPROVAlS ARE OBTAINED FROIdTHE RESPECTIVE CITY, COUNlY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION. . .
ilTSHAllBE THE CONTRACTORS RESP()NSIB1UlY TO PET;RMINE THE. EXACT l()(1,\110N O(ALL
EXISTING UTlUTlES IN THEVlClNrIY OF THE CONSTRUCTION . AREA' PRIOR 'TO STARTING
CONSTRUCTION.
3,.1TStWLBE THE CONTRACTORS R~ONSIBIUlY FOR NOTIFlCAllON AND 'COOROINATION Of' AlL
CONSTRUCTION WITH RESPECTIVE UTlUlY' COMPANIES. . .
4,11' SHAll BE THE RESPONSlBIUlY OF. THE DEVELOPER AND .CONTRACTOR TO MAlm-AlNOUAUlY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
REPlACEMENT OF THE DEFECTIVE WORK. IT .IS RECOtd~ENDED THAT THE DEVELOPER HAVE A
QUAUflffi INSPECTOR ON THE JOB SITE AT AlL TIMES' DURING CONSTRUCTION. .
5. IT IS ESSENTIAl THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHAll BE
INSTAll.EI) ACCORDING TO THESE .SPEClflCATIONS. THE ENGJNEER WIll. BE- REQUIRED TO
CERTIfY TO CERTAIN PORTIONS OF THIS PROJECT. UPON. COMPlETION.. THEREFORE, IT IS
NECESSARY TO OBTAIN APPROVAl ANDu ACCEPTANCE BY THE CITY lHAT CONSTRUCTION WAS
. DONE IN COMPlIANCE WITH THESE PlANS AND SPECIRCATIONS,' .
o
o
o
o
APPUCABLE -lOCAl
UIdtTS" ARE SHOWN
. All QUANTITlESGIVENON THE PRINT$, VERBAllY ORIN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHAlL BE CONFlRMED BY THE BIDDING CONTRACTOR.
. OCCUPATIONAl SAFETY AND. HEAlTH ADMINISTRATION (OSHA) STANDARDS fOR. EXCAVATIONS.
FlNAL RULE 29 erR PART 1926. SUBPART "po APPUES TO All EXCAVATIONS EXCEEDING FNE
(5)' FEET IN DEPTH, .. '.-
8. lOC;ATIONS & ElEVATIONS 100 YEAR FLOOD
ROLL CURB. AND GUTTER
(SEE DETAIL PV.-4)
REVERSE SLOPE ROlL CURB
(SEE DETAIL PV-4)
COMBINED. WALK & CURB
(SEE DETAIL PV-24)
VAllEY GUTTER (SEE DETAIl PV-3C)
ELECTRIC
BURIED ELEcTRIC ':--""--. BEC
POWER POLE ~'*
GUY WIRE J.
TRANSFORMER [f!}
ElECTRJC . METER <Q
501
ITC 1715;501
---
S.s.E.
5.5,,0,& . U.E.
SANITARY SEWER
SANITARY ClEANOUT @
SANITARY LATERAl..
UTIUTY PLAN LEGEND
PRQPQSEDCONS'fRWfiON
ALL
WAlL
NOTED:
3, BEARINGS; DIMENSIONS AND.'EASEMEmS ARE SHOWN FOR<REFERENCE 'ONlY.. .SEE..RECORD
SURVEYS ANP PI,ATSFOR EXACTINFORMATIO~.
4. SEE ARCHITECTURAl PlANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
5. All PARKING STAllS SHAtlBE g' X .20'
5..TEMPORARY TRAFFIC CONTROL DURING CQNSTRUCTlON
STANDARDS.
<2>
~
~
UTIUTY PlAN NOTES.
SEE ARCHITECTURAl PLUMBING PlANS FOR PlUMBING DETAILS TO AREAS FIVE (5) FEET
OUTSIDE AND INSIDE Of THE PROPOSED STRUCTURE.
WATER UNES THROUGHOUT THEPR()JECT SHAU.BE INSTAlLED' WITH AT L;AST 48 INCHES OF
COVER TO PROVIDE PROTECTION' FROM FREEZING, .
lOCATIONS OF EXisrlNG UNDERGROUND UTlUlYlOCATIONS ARE APPROXIMATE. THE CONTRACTOR
IS TO FIElD VERIfY t\ll HORIZONTAl AND VERTICAl lOCATIONS PRIOR TO CONS1RUCTION.
.PlASTIC WATER UNES ARE.TOBEAR THE NSf. SEAl'Of' APPROVAL AND. MEET COMMERCIAl
STANDARD NO. 256,..J. PRODUCT STANDARD 22-70. OR ASTU.D 2441,
5. WATER AND SEWER CROSSINGS AND SEPARATIONS SHAll BE IN' ACCORDANCE WITH . iEN STATE
STANDARD~" . AND lOCAl CODES,
URJED CABLE TElEVISION
GAS UNE
IURIED TElEPHONE UNE
GAS VM.VE
GAs METER
ROPOSED. RE()UCER
'ROPOSED . "TEE"
GAS
~
.:a-..
WATER
WATER UNf ...---.. W -
WATER VALVE .. ....
PROPOSED FIRE .HYDRANT . 5.6
WATER METER @.
Ih.o.
STORM SEWER INlETS
STORM - MANHOLE
END SECTION
STORM SEWER STRUCTURE NUMBER
STORA! SEWER INVERT ElEVATION
TOP OF CASTING ElEVATION
SWAlE WITH SUBSURFACE DRAIN (SSO)
SANITARY UNE
SANITARY STRUCTURE NUMBER
SANITARY CASTING ELEVATION
EASEMENT UNE
SANITARY SEWER EASEMENT
SANITARY SEWER; DRAINAGE
&UTIUlY EASEMENT
SANITARY MANHOLE
CONfORM
PROPOSED UGHT DUlY PAVEMENT
(SEE. DETAIL PV-,36)
PROPOSED HEAVY DUlY PAVEMEm-
(SEE DETAIL P\I- 36)
PAVEMENT SECTION WITHIN THE RIGHT
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