HomeMy WebLinkAbout13 Site Utility Demolition Plan West- SU1.2Invert 835.1
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PVC r r
12" PVC
2" CPVC
SITE UTILITY PLAN WEST
SCALE: 1 30'
/0" PVC
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO 6* AT INV. EL XXX.XX (FROM ACID NEUTR. BASIN)
70' OF 6" PVC SANITARY AT X.X% SLOPE.
CONNECT NEW Er TO MANHOLE
AT INV. EL XXX.XX.
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO X* AT INV. EL XXX.XX (FROM COURTYARD DRAINS)
30' OF X* PVC STORM AT X.X% SLOPE.
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO 12* AT INV. EL 836.87
80' OF 12* PVC SANITARY AT X.X% SLOPE.
40 CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO 6* AT INV. EL 834.50
50 OF 6* PVC SANITARY AT X.X% SLOPE.
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO 10* STORM AT INV. EL 84927
OF 12" PVC STORM AT X.X% SLOPE.
1,000- GALLON GREASE INTERCEPTOR
SEE DETAIL 10/SU1.5.
8' OF 8* PVC SANITARY AT X.X% SLOPE.
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO X'' AT INV. EL 845213.
8' OF 8- PVC STORM AT X.X% SLOPE.
CLEANOUT- SEE DETAIL 7/SU1.5.
CONNECT TO 12* AT INV. EL 850.18.
27' OF 12" PVC STORM AT X.X% SLOPE.
PLAN NOTES
GENERAL SITE UTILITY PLAN NOTES
SEE SHEET PSU2.1 FOR SITE WATER AND GAS LINES. SITE SEWER CONTRACTOR
SHALL COORDINATE WORK WITH THE SITE PLUMBING/ARE PROTECTION CONTRACTORS.
THE PLANS SHOW THE LOCATION OF UTIUTIES LOCATED WITHIN THE LIMITS 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.
IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTIUTIES.
EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN
OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
PVC PIPE TO BE USED ONLY AT LOCATIONS SHOWN AND SHALL NOT BE
SUBSTITUTED FOR RCP.
SEE PLUMBING DRAWINGS FOR CONTINUATION OF UTIUTIES INTO BUILDING.
SEE E2.1 FOR SITE ELECTRICAL PLAN.
8. CONSTRUCTION OF ALL SEWER UNES AND STRUCTURES SHALL BE IN ACCORDANCE
W111-1 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 WITH
MECHANICAL JOINTS WITHIN 10' OF THE WATER LINE. THE WATER LINES
SHALL BE INSTALLED ABOVE THE SEWER WHERE EVER POSSIBLE.
10. WHERE WATER LINES 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 UTIUTY CUTS.
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LEGEND
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
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION.
1-800-382-5544
WITHIN INDIANA
1
FOR CITY OF CARMEL UTILITIES
CONSULTING ENGINEERS
Ter Horst, Lamson Fisk, Inc.
8675 Purdue Road
Indianapolis, IN 46268
Phone: 317-334-1500
Fax: 317-334-1552
ME PROJECT NO. 2001
CARMEL HIGH SCHOOL
201105.00