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18" RCP
1 2" RCP
12 "CMP
Invert 834.x:
Invert 835.1
Invert 530.
Invert 833.
Trench Drain
T
1 2" RCP.
SITE UTILITY DEMOLITION
12 "RCP
SCALE: 1" 30'
iTR. 203
j 10 "PV'
P_i& 10" VC'
illy/
,10" PVC
1 0" PVC
PLAN NOTES
GENERAL SITE UTILITY PLAN NOTES
1. SEE SHEET PSU2.1 FOR SITE WATER AND GAS ONES. SITE SEWER CONTRACTOR
SHALL COORDINATE WORK WITH THE SITE PLUMBING/FIRE PROTECTION CONTRACTORS.
2 THE PLANS SHOW THE LOCATION OF UTILITIES LOCATED WITHIN THE UMITS OF
THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS
UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED
BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE
ACCURACY OF THE INFORMATION IS NOT GUARANTEED.
3 IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTIUTIES.
4. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN
OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
5 PVC PIPE TO BE USED ONLY AT LOCATIONS SHOWN AND SHALL NOT BE
SUBSTITUTED FOR RCP.
6 SEE PLUMBING DRAWINGS FOR CONTINUATION OF UTIUTIES INTO BUILDING.
7 SEE E2.1 FOR SITE ELECTRICAL PLAN.
8 CONSTRUCTION OF ALL SEWER ONES AND STRUCTURES SHALL BE IN ACCORDANCE
WITH LOCAL AND STATE CODES, RULES AND REGULATIONS.
9 WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BE PLACED
ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WTH
MECHANICAL JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES
SHALL BE INSTALLED ABOVE THE SEWER WHERE EVER POSSIBLE.
10. WHERE WATER ONES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION
DISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED
OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS.
11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS.
12. CONTRACTOR SHALL REPLACE ALL PAVING AND CURBS TO MATCH EXISTING
AT UTILITY CUTS.
STM
SAN
SM -10
EX-1
f SIR. 206
LEGEND
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT UNITED TO, MANHOLES,
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF EXISTING UNDERGROUND UTIUTIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION.
1-800-382-5544
WITHIN INDIANA
1 317 571 2648
FOR CITY OF CARMEL UTILITIES
CONSULTING ENGINEERS
NEW STORM SEWER
NEW SANITARY SEWER
WATER MAIN
EXISTING STORM SEWER
EXISTING SANITARY SEWER
SANITARY STRUCTURE NUMBER
EXISTING SANITARY MANHOLE
STORM STRUCTURE NUMBER
VALVE
MANHOLE
INLET
INVERT ELEVATION
CLEANOUT
FIRE HYDRANT
Ter Horst, Lamson Fisk, Inc.
8675 Purdue Road
Indianapolis, IN 46268
Phone: 317- 334 -1500
Fax: 317 334 -1552
TLF PROJECT NO. 2001 379 -02
CARMEL HIGH SCHOOL
201105.00