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WATER & SEWER NOTES
1. TEN FEET SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES.
2. ALL UNDERGROUND VALVES SHALL BE INSTALLED WITH AN ADJUSTABLE C. I. VALVE BOX TO GRADE.
3. ALL WATER LINES SHALL HAVE A MINIMUM OF 30" COVER FROM FINISH GRADE IN UNPAVED AREAS AND
36" COVER IN PAVED AREAS.
4. THRUST BLOCKING IS REQUIRED WHERE WATER MAIN§ AND FORCE MAINS ARE TERMINATED AND AT ALL
BENDS.
5. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF WATER AND SEWER FACILITIES WITH ALL
OTHER CONSTRUCTION AND SHALL BE RESPONSIBLE FOR LOCATION OF AND PROTECTION OF EXISTING
UNDERGROUND UTILITIES DURING CONSTRUCTION. FOR PAVING AND DRAINAGE SEE DRAWING NO. 3-12.
6. WATER AND SEWER LINES ARE DESIGNED TO FINISH GRADE AND SHALL BE PROTECTED FRCM DAMAGE
UNTIL ALL WORK IS COMPLETED.
7. WHERE SEWER SERVICES COME FROM A SEWER MANHOLE, THE INVERT OF THE SERVICE SHALL BE NO
GREATER THAN TWO FEET ABOVE THE MANHOLE INVERT.
8. UNSUITABLE MATERIALS UNDER WATER AND SEWER PIPE OR STRUCTURES SHALL BE REMOVED AND
REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED TO 49% OF MAYIMUM PSM51TY.
9. FOR WATER AND SEWER DETAILS SEE DRAWING NO. 24.
10. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006' PER FOOT.
11. THE CONTRACTOR SHALL INDICATE THE LOCATION OF THE TERMINATION OF EACH WATER AND SEWED
SERVICE WITH A STAKE OR MARKER SUITABLE TO THE OWNER OR ENGINEER. (RT.'294 OF FUICE f 05T.
12. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST 00CCAtIEER WATER 1r 59- We Z D15-rRICT/
.CITY OF ATLN-47tc BEACH 5TAI.i0A2DS, w SPIer_IFICAnOPI%. ,
13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE
THE CITY OF ATLANTIC BEACH WITH "AS -BUILT" DRAWINGS ON MYLAR OF CONSTRUCTION IN FORM AS
REQUIRED BY THE CITY.
14. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER. THIS SERVICE SHALL BE
PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A FULL REPORT, AS TO
CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF
SERVICES, ETC. SHALL BE SUBMITTED TO THE ENGINEER AND CITY OF ATLANTIC BEACH. ANY
DEFECTS ENCOUNTERED SHALL BE REPLACED OF REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL
REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE.
15. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER
LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE.
16. ALL SANITARY SEWER PIPE SHALL BE EITHER PCC SDR 35 CONFORMING TO ASTM D3034 OR DUCTILE
IRON CLASS 51 CONFORMING TO ANSI A21.50 AS REQUIRED.
17. ALL WATER PIPE SHALL BE Cgoo) DR 25, GLASS 100 PVC-.
.18. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY RIGHTS OF WAY WITH THE PROPER
AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION & REPAIR.
19. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL PROPOSED CONNECTIONS TO EXISTING
FACILITIES PRIOR TO COMMENCING WORK. IT WILL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
OWNER OR ENGINEER OF ANY DISCREPANCIES.
20. ALL WATER MAINS SHALL BE DISINFECTED AND PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN
ACCORDANCE WITH A.W.W.A. STANDARDS AND CITY OF ATLANTIC BEACH REQUIREMENTS.
21. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES,
SPRINKLER SYSTEMS, OTHER STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND
SURFACE. ALL DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS
REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
22. WHERE WATER MAINS ARE LAID WITHOUT FITTINGS, THE MAXIMUM DEFLECTION AT ANY JOIN SHALL NOT
EXCEED 90% OF THE MAXIMUM DEFLECTION RFCOMMENDED BY THE MANUFACTURER OF THE PIPE
FURNISHED. USE FITTINGS W:IERE SHOWN ON THE DRAWINGS.
23. CLASS B, TYPE 1 BEDDING SHALL BE USED FOR THIS PROJECT UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
24. FORCE MAIN FROM PUMP STATION TO ROAD "A" AND ALONG ROAD "A" WESTWARD TO TIE-IN POINT
SHALL BE 200 PSi, SDR 21 PVC PIPE. FORCE MAIN ALJNv ROAD "A" EASTWARD FROM ROAD "E" TO
TERMINATION ON S:;:%'HOLE BEACH ROAD SHALL BE CLASS 150, DR 18 PVC.
25• SUBMIT 3 SETS OF SHOP DRAWINGS FOR ALL PIPE AND MATERIALS.
20. All house services shall be marked with a stamped letter on
the curb before concrate is cured to read "W" for water and
"S" for sanitary sewer.
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