HomeMy WebLinkAbout44REVISIONS
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INV. EL. 820.5
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UTILITY PLAN NOTES RETENTION REO V. 0 CRO 5'$ING E1ATE
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SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBINGDETAILS TO 6 CONNECTIONS 10 EXISTING PIPING SHALL BE MADE USING FLEXIBLE DEFLECTION TEST OF PVC SEWER PIPE POND 1 6
AREAS FIVE (5) FEET OUTSIDE AND INSIDE Of THE PROPOSED REPAIR COUPLINGS BY FERNCO OR EQUIVALENTi DATE
T I
SEWER LINES. ALL % I DESCRInON
1.) VERTICAL RING DEFLECTION - BEFORE FINAL ACCEPTANCE OF
STRUCTURE SECTIONS OF SEWER PPE 8 -INCHES AND LARGER
ALL WATER MAIN AND SEWER PIPING SHALL BE TlEcSFED IN ACCORDANCE SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING
2.) LOCATION OF SITE UTILITIES SHALL BE VERIFIFf) WITH PROPER 212 Z'1\11DEM COMMENT',,
ON INDIANA CODE AND IDEM REGULATIONS. DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY I
UTILITY COMPANY PROVIDING SERVCIE 70 L. F� 6 LA TERAL 01. BY. A
MAXIMUM DEFLECT04 UNDER FULL LOAD SHALL NOT EXCEED 5% OF
3.) UTILITY CONTRACTOR SHALL PROVIDE 3' X 3' X 8" THICK CONCRETE AIR PRESSURE ACEPTANCE TEST THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINEDADD VALVE
BY THE LABORATORY FOR THE SPECIFIED PIPING.
2 CADDIE "HAN6M,
APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING 1 ) CONTRACTOR SHALL PERFORM AN AIR PRESSURE TEST ON ALL -
4 ) UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F-1417 2 ) FAILURES - SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, t#6 -PROP, SAN. M.H.ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE SPECIFICATIONS THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE
CONNECTIONS TO THE BUILDING SECTION. T C. EL. 824.05
THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS,
PAD MOUNTED TRANSFORMER SHALL BE �AEIOR, AND CONDUCT THE TEST UNDER 06SERVATION OF CITY 3) EQUIPMENT TESTING SHALL BE GO -NO-GO PULL THROUGH GAUGES INV EL, 819.7 (EAST)
5 ) ELECTRICAL SERVICE TO 19.2 (.ZUTH)
RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY TO TRANSFORMER PERSONNEL. Of A TYPE APPROVED BY THE CITY A METAL OR PLASTIC GAUGING INV. EL. 8
LOCATION. ASSOCIATED COST BY UTILITY CONTRACTOR RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE
3 ) TEST METHOD. INSIDE PIPE DIAMETER SHALL BE WITH EACH GAUGE.
W/
6.) UTILITY CONTRACTOR SHALL FIJRNISH (2) 4- TELEPHONE A.) LOW-PRESSURE AIR TEST METHOD SHALL BE ME TIME
395 L.F. - 6'LA 7ERAL
=r
CONDUIT(S) AS SHOWN ON PLAN, VERIFY LOCATION OF TIE IN AT PRESSURE DROP METHOD THE PRESSURE USED IN THE 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND L! LOWES STORE TYPE 2 CLEANOUTS A T 7501C
TELEPHONE COMPANIES SERVICE LINE, PROVIDE NYLON PULL CORD TEST SHALL BE THE STATED PRESSURE GREATER THAN PERSONNEL AND PERFORM THE REQUIRED TESTS TESTS MUST BE
THE AVERAGE BACK PRESSURE OF ANY GROUND WATER WITNESSED BY CITY PERSONNEL ®1.390 i� I
INSIDE CONDUIT ABOVE THE PIPE
��,19EL. 824.5) 7 80. FT.
B.) THE TIME REQUIRED FOR THE PRESSURE IN THE TEST 5.) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED.
SEWER PIPE
SECTION TO DROP 1.0 PSIC SHALL BE MEASURED USING A TYPE .2 GLEA NOU T
STOPWATCH IF THE TIME EXCEEDS THE TIME 6 ) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE T� (F. F.
I I N V EL, 878,1
DETERMINED FROM ASTM F-1417 THE SECTION FAILS COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE
I ) ALL SEWER PIPE SHALL BE Pk PIPE MIN SDR 35 FOR AT LEAST 30 DAYS TYPE 2 CLEANOUT
- IN V EL. 820.5
2.) FOR PIPE 15 -INCHES DIAMETER AND SMALLER. PIPE, FITTINGS, AND TYPE 2 CLEANOUT ro
JOINTING SYSTEMS SHALL CONFORM TO ASTM D-3034 EXCEPT THAT FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS
INV EL. 819.8
THE STANDARD DIMENSION RATIO OF THE OUTSIDE DIAMETER OF
THE PIPE TO WALL THICKNESS SHALL NOT EXCEED 35 1 ) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MANHOLE PRESSURE TESTING j
EE, ILI]
MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND
3) FOR. PIPE ib -INCHES DIAMETER AND LARGER PIPE, FITTINGS, AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF THE CITY /A A.) UPON INSTALLATION AND BACKFILLING OF EACH MANHOLE
JOINTING SI'STEMS SHALL CONFORM TO ASTM F-679 WITH A T-1 WALL PERSONNEL THE STRUCTURE SHALL BE INSPECTED AND TESTED FOR LEAKAGE m F
THICKNESS TESTiNG SHALL INCLUDE A VACUUM TEST PERFORMED IN ACCORDAN(,;E
TYPE 2 CLEANOUT
2 ) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE WITH ASTM C1244, LATEST EDITION, ENTITLED "STANDARD TEST METHOD ----- --
4 ) JOIN OPERATING PRESSURE, WHICH EVER IS GREATER. LA
>- FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE K:,
SYSTEMS SHALL BE ELASTOMERIC SEAL (GASKET) TYPE. SEALS
HALL CONFORM T) A�TM F-477 REQUIREMENTS JOIINT MATERIALS INV.: EL, 817.15
AND TESTING SHALL C)NFORM TO ASTM D-3212 REQUIREMENTS 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM (VACUUM) TEST
OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE
BE MADE IjSINL. TIES
ALL SERVICE CDNNECTION'--, S, A 'WYE AND BEND 31 SHALL NOT BE LESS THAN TING HOURS ALLOWABLE LEAKAGE
�,IJAI I MnT i7yr'CM Q C.Al AIJ OP PIP17 f)IAUVTrP PrP WIP Of' PIPE IN
LIMITS OF SITE
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CONTRACT
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END >_ 6" LATERAL 'STUB"
TO EAST RAW LINE
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Oil --W— Water Line 0 1.O (MIN.)
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hf 1 -EX. SAN. M.H. —ss— Prop. Sanitary Sewer Line 50 0' 25 50 100 .6.0 (1)
T C. EL. 811.5 Prop. Sanitary Sewer Manhole
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011 Fire Hydrant NOTE: FOR MORE DETAILED INFORMATION in
01 ABOUT WATER LINE SEE SHEET C-202 Scale: 1"= 50' Scale: 1"= 5'
X Curb Box Valve knfy..T
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