HomeMy WebLinkAboutC5.0.UPR/WR/WR/W
E
HARLESTON STREET
PETIGRU STREETFV
C.O.
INV.=901.9±
L
FFE =906.90±
G
GAS SERVICE METER
W/ BOLLARD
PROTECTION PER
CENTERPOINT
ENERGY STDS.FIELD VERIFY LOCATION/DEPTHOF EXISTING SAN. LATERALNO PARKINGPICK-UP50'50'RF
WM
PIV
FDC
6
3
6
6-INCH WET TAP/VALVE
EXISTING MAIN
SE
ET
A
A
A
A
A
A
A
A
A
AA
GAS MAIN TO BE RELOCATED
BY CENTERPOINT ENERGY
T
PH
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
18
18
A
EX. SANITRY MH
TC=905.86
INV=893.80 (E-8" PVC)
INV=893.00 (W-8" PVC)
EX. SANITRY MH
TC=906.47
INV=898.48 (W-8" PVC)40'40'40'A
EX. GAS MAIN TO BE
RELOCATED BY
CENTERPOINT ENERGY
05/15/2024
TOPOGRAPHIC & BOUNDARY NOTE
ENGINEER:
ARCHITECT:
SURVEYOR:
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-oNREGIS TER
E
DBR IA N S CR
O
SSACG.065
C5.0INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.UTILITY PLANROBEY SURGERY CENTER & CLINICSE CORNER OF HARLESTON ST & PETIGRU DRCARMEL, IN 46033PRELI
MI
NARY
NOT F
O
R
C
ONST
R
U
CTI
O
N
REVISION RECORD
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
R/W RESTORATION NOTE
ALL ROADS & R/W MUST BE BROUGHT BACK TO ORIGINAL OR
BETTER CONDITION. REPAIRS (i.e. STRIPING, CURB, GRADING,
SEEDING, & SIGNAGE) SHALL COINCIDE WITH THE ADJOINING ROAD.
UTILITY LOCATE NOTE
UTILITY VALVE NOTE
IRRIGATION NOTE
ISDH NOTES
THE WATER LINES THROUGHOUT THE
PROJECT SHALL BE INSTALLED WITH
AT LEAST 60-INCHES OF COVER TO
PROVIDE PROTECTION FROM
FREEZING.
WHERE WATER LINES AND SEWERS
(STORM AND/OR SANITARY) CROSS
AND THE WATER LINE CANNOT BE
PLACED ABOVE/BELOW THE SEWER
WITH A MINIMUM OF 18-INCHES
VERTICAL CLEARANCE, THE SEWER
MUST BE CONSTRUCTED OF WATER
WORKS GRADE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS OR SDR 26
PVC PRESSURE SEWER PIPE WITH
COMPRESSION FITTINGS, & SHALL BE
PRESSURE TESTED TO ASSURE WATER
TIGHTNESS PRIOR TO BACK-FILLING.
SANITARY SEWERS SHOULD HAVE A
MINIMUM OF 3 FEET OF COVER.
LEGEND:
UTILITY NOTES
1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING
AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM
SEWERS, AND WATER MAINS.
3.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
4. ALL WATER MAINS TO HAVE 60" MINIMUM COVER OVER
TOP OF PIPE.
5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE
WITH STATE BOARD OF HEALTH REQUIREMENTS.
(APPLIES TO COMMERCIAL ONLY)
6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND
CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS.
7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS
AFFECTED DURING CONSTRUCTION. REFER TO THE
TOWN OF FISHERS STANDARDS FOR RESTORATION REQ'S.
8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AT ANY
PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE
ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED.
PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL
SEPARATION LESS THAN 18 INCHES.
PLAN NOTES:
UX
L
A
FDC
PIV
CC
18
FV
ET
RPM
E
PH
WM
6
3
B
RF
SE
T
VILLAGE OF WEST CLAY NOTES
ALL UTILITY, HVAC, AND MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM ALL PUBLIC VIEWSHEDS.
BUILDER TO CONTACT WESTCLAY OA (317-574-1164) TO
COORDINATE FLAGGING OF THE WESTCLAY PRIVATE
UTILITIES. BUILDER WILL BE RESPONSIBLE FOR DAMAGES TO
STREET LIGHT WIRING AND PROJECT IRRIGATION SYSTEM
CAUSED BY CONTRACTORS. PLEASE CALL 48 HOURS PRIOR
TO START OF CONSTRUCTION TO ASSURE LOCATES ARE
COMPLETED PRIOR TO EXCAVATION.
SANITARY SEWER SERVICE CONNECTION TO BE
COORDINATED WITH AND PERMITTED THROUGH THE CITY OF
CARMEL DEPARTMENT OF ENGINEERING AND TRICO
REGIONAL REGIONAL WASTE DISTRICT.
ALL SITE LIGHTING SHALL CONFORM TO VILLAGE OF
WESTCLAY STANDARD CLASSIC STYLE FLUTED POLE WITH
ACORN STYLE LUMINAIRE, SEE OTHER SITES FOR
COMPARISON. COORDINATE FIXTURE SELECTION AND
APPROVAL WITH OWNERS ASSOCIATION PRIOR TO ORDERING
& INSTALLING.
BUILDER MUST SUPPLY DUMPSTER AND TEMPORARY TOILET
FACILITIES AT ALL TIMES DURING CONSTRUCTION