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WA TER AND SANITARY SEWER GENERAL NOTES
1, ALL CONSTRUCTION MA TERIALS AND PROCEDURES SHALL ADHERE TO THE
CITY OF COLLEGE STATION DESIGN STANDARDS AND SPECIFICATIONS FOR WATER AND
SEWER. LA TEST EDITION.
2 ALL EXISTING UTILITIES LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE
THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL
LOCA TION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIA TEL Y IF A
DISCREPANCY IS DISCOVERED
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING
THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES
ENTERING THE BUILDING AND/OR CROSSING OTHER UTILITIES.
4. ALL WATER AND SANITARY SEWER SERVICES SHALL TERMINATE 5 FEET
OUTSIDE THE BUILDING UNLESS INDICA TED OTHERWISE ON THE PLANS THE
END OF THESE SERVICES SHALL BE TIGHTLY PLUGGED OR CAPPED
CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS FOR
CONTINUA nON OF THESE SERVICES PLUMBING CONTRACTOR RESPONSIBLE
FOR CONNECTING & EXTENDING WATER/SANITARY SEWER SERVICES FROM
5 FEET OU TSIDE BUILDING
5 CITY OF COLLEGE STATION PERSONNEL TO MAKE TAPS TO EXISTING WATER
LINES AND SET WATER METERS REMAINDER OF WATER LINE AND
APPURTENANCES TO CONFORM TO CITY OF COLLEGE STA nON STANDARDS
AND SPECIFICATIONS FOR WATER AND SEWER, LA TEST EDITION
6 ALL SANITARY SEWER TAPS SHALL BE PERFORMED BY THE CONTRACTOR
AFTER APPROVAL FROM THE CITY OF COLLEGE STATION, AND SHALL
CONFORM TO THE CI TY'S DESIGN STANDARDS AND SPECIFICATIONS FOR
WA TER AND SEWER LA TEST EDITION
7. CONTRACTOR SHALL PREPARE TRENCH SAFETY PLAN, SIGNED AND SEALED BY
A PROFESSIONAL ENGINEER, FOR EXCAVATION IN EXCESS OF FIVE FEET FOR
ALL UTILITY CONSTRUCTION CONTRACTOR WILL BE RESPONSIBLE FOR
PROVIDING THE PLAN(S) TO THE OWNER. THE CITY OF COLLEGE STATION.
AND ANY OTHER AGENCY REQUIRING SUBMITTAL PRIOR TO CONSTRUCTION
8 ALL WATER LINES SHALL BE PVC, DR 14, C-900 PIPE
9 ALL SANITARY SEWER PIPE SHALL BE PVC PIPE, SDR 35 CONFORMING TO THE
LA TEST REVISIONS OF ASTM D-3034.
10 ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES
11 FIRE HYDRANTS SHALL BE NO CLOSER THAN 2 FEET AND NO FURTHER THAN 5 FEET
FROM BACK OF CURB,
12 UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO CONSTRUCTION
TO LOCATE AND DISCONNECT SERVICE
13.ANY PUBLIC UTILITIES, POLES, SIGNS, ETC. IN RIGHT-OF-WAY SHALL REMAIN.
14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A
SET OF "AS BUILT" PLAN INFORMATION IN ACCORDANCE WITH THE CITY OF
COLLEGE STATION DESIGN STANDARDS AND SPECIFICATIONS.
15. ALL UTILITY MAINS ARE PRIVATE UNLESS SHOWN IN PUBliC R.O.W
16 SPACING BETWEEN WATER AND SANITARY SEWER LATERALS SHALL BE 10'
MINIMUM HORIZONTALLY. ALL WATER/SANITARY SEWER CROSSINGS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH TNRCC 290.44.B.
17. FIRE DEPARTMENT CONNECTIONS TO EACH BUILDING WILL BE WITHIN 150' OF
A FIRE HYDRANT AND HAVE AN UNOBSTRUCTED AREA SURROUNDING THE FOC.
18. CONTRACTOR RESPONSIBLE FOR INSTALLING ELECTRICAL CONDUIT PER CITY OF
COLLEGE STATION STANDARDS
19. UNDERGROUND ELECTRICAL SYSTEM MUST BE INSTALLED BEFORE EXISTING
OVERHEAD SYSTEM CAN BE REMOVED
20. REFERENCE MEP PLANS FOR BACKFLOW PREVENTER/FDC LOCATIONS,
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AREA
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40,0008f
30,0008f
12,0008f
19,5008f
9,9758f
4,0008f
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55.5 GPM 74 GPM 1,365 GPO
50.0 GPM 67 GPM 2,000 GPO
49.5 GPM 66 GPM 2,100 GPO
55.5 GPM 74 GPM 1,365 GPO
55.5 GPM 74 GPM 1,365 GPO
35.0 GPM 47 GPM 448 GPO
35,0 GPM 47 GPM 448 GPO
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