HomeMy WebLinkAbout14 Site Utility Demolition Plan East- SU1.30
z
0
0
0
U)
mmul1111111111,
I m mo mmu m ul
SITE UTILITY PLAN EAST
SCALE: 1" 30'
PLAN NOTES
CLEANOUT— SEE DETAIL 7/SU1.5.
CONNECT TO ir AT INV. EL XXX.XX
18' OF 6* PVC STORM AT X.X% SLOPE.
CLEANOUT— SEE DETAIL 7/SU1.5.
CONNECT TO 4* AT INV. EL XXX.XX
42' OF 6* PVC STORM AT X.X% SLOPE.
CLEANOUT— SEE DETAIL 7/SU1.5.
CONNECT TO 4- AT INV. EL XXX.XX
(FROM AREAWAY DRAIN)
65 OF 6* PVC STORM AT X.X% SLOPE.
7 CONNECT TO 18* BUILDING STORM
AT INV. EL XXX.XX. 8' OF 18*
RCP AT X.X% SLOPE.
CONNECT TO 12* BUILDING STORM
AT INV. EL XXX.XX.
GENERAL SITE UTILITY PLAN NOTES
SEE SHEET PSU2.1 FOR SITE WATER AND GAS UNES. SITE SEWER CONTRACTOR
SHALL COORDINATE WORK WITH THE SITE PLUMBING/FIRE PROTECTION CONTRACTORS.
2. THE PLANS SHOW THE LOCATION OF UTIUTIES 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 UTILITIES.
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 LINES AND STRUCTURES SHALL BE IN ACCORDANCE
WITH LOCAL AND STATE CODES, RULES AND REGULATIONS.
9. WHERE WATER LINES AND SEWERS CROSS AND THE WATER UNE 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 UNE. THE WATER UNES
SHALL BE INSTALLED ABOVE THE SEWER WHERE EVER POSSIBLE.
10. WHERE WATER UNES 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.
SIM
SAN
SM-10
EX-1
SIR. 206
LEGEND
NEW STORM SEWER
NEW SANITARY SEWER
WATER MAIN
EXISTING STORM SEWER
EXISTING SANITARY SEWER
SANITARY STRUCTURE NUMBER
EXIS11NG SANITARY MANHOLE
STORM STRUCTURE NUMBER
VALVE
MANHOLE
INLET
INVERT ELEVATION
CLEANOUT
FIRE HYDRANT
CAUTION
THE LOCATIONS OF ALL DUSTING UNDERGROUND UTIUTIES
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 UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILIPES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUC110N.
1-800-382 5544
WITHIN INDIANA
1-317-571-2648
FOR CITY OF CARMEL UTIUTIES
CONSULTING ENGINEERS
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