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DEPT. OF PUfLIC WIORIVS PHAS
CITY OF AUBURN r--\/A7 10 Q
0ATE 10 8.9 _,o
APFIRCIV�D 51_e:,` v ;f wr
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-14
GENERAL NOTES 14. Concrete pipe 1211 and smaller shall conform to ASTM designation C
WLUI approved rubber gasket. Mortar- joints shall be allowed only for
1 . All Work and materials shall be in conformance with the standards and specIfi- connections to manholes prior to installation, the contractor shall furnish
cations of the City of Auburn Utility Department and the latest edition of the E; I a certificate from the pipe manufacturer that the pipe meets or exceeds
APWA Standards and Specifications. 'A X I the requirements of the specifications.
15. PVC pipe with approved rubber gasket joints shall conform to SDR 35 ASTM
Where less than 3 feet and
3034 where more than three feet cover exists.
2. All locations of existing utilities shown are approximate and it shall be the Ai,3 more than 1 1/2 foot cover pipe shall conform to SDR 21 ASTM 1784.
contractor's responsibility to verify the true and correct location so as to a a d _t7 1-7 o �S 0 0/1
damage or disturbance.
-50 16. Connection to existing manhole shall be as approved by the engineer. Pipe
I?I�OF�1
S. A preconstruction conference and twenty-four, hour notice will be required prior e0kIAK 11 opening in existing manhole shall be plugged during construction to prevent
to stat,ting new construction. TO Ap ,o dirt and debris entering the line. Where PVC Class 200 SDR 21 pipe is used
an asbestos cement coupling w/FZ[ng tits x PVC transition gasket, Class 1,50
4. It shall be the contractor's responsibility to secure all necessary permits prior
to st&rlting construction. shall be required for all connection into new and existing manholes.
Ill be
5. Inspection will be accomplished by a representative of the City of Auburn. It 7. Bea ng or storm and sanitary shall be. Class B. Bedding for PVC shE
sand 4" under to 4" over pipe.
shall be the contractorfs responsibility to notify the Utility Department 24 hours NCM FX'rViV WEVIOL15V 4L
LAIP 5-rOW L�IN�5 Vf?DM
in advance of backfillIng all construction. : �A 1 E3. Sanitary sewers shall be air tested In accordance with City of Auburn
%-A Cs-I I at I? -re, c i� , iCL4,16- -TYPE -1(0 F.C.F.
C15-)i IT-IF" - d) I
6KArry Stancai,ds. The contractor shall furnish all required testing equipment,
6. All water main pipe to be cement lined ductile iron pipe conforming to ANSI LD
1,5� -17,0 114 incluaing gauges.
Specs A-21-51-1976 or latest revision, thickness Class 52. Cement mortar J e_ F�V� :51 F,,A�T Or X,4e.0 -:Z 77
Untng and seal coating shall conform to ANSI A-21-4-74 or latest revision. t4 X 67J,0 7" _-5z5,W 0,coz
Pipe joints to be push-on or mechanical joint. Bedding to be Class B. 6 CbW,.- 19. Water will be furnished by the City of Auburn from the fire hydrant to be
av LOM ��eHe 411r (Z- 7 designated by the Auburn Fire Dept. at the time a fire hydrant permit is
/;DK COA177 �F obtained and in accordance with the terms of the Fire Hydrant Permit.
7. All fittings to be cast iron, cement lined, Class 250, unless otherwise speci- < :57roPAA I-INF V��
fied on orawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-197
or latest revision. All fitting joints to be mechanical joint or flanged. Flanged IXF5 1(0 15Y F-C-r 20. Plpe for storm sewers shall be PVC conforming to SDR. 35, ASTM 3034
I \_CKCArE J�Z 5-T unless storm crosses underneath pavement, then use SDR 21 ASTM
joints shall nce with ANSI B 21 . 10 and shall be 125 lb. .5 -15 -1 1 1- I
be drilled in accorda .0 r�m� _r I C. -15.00 1',1 16.76 E 1784 if cover is less than 3 feet OK 16 GA. G"rAL ALUMINO(A iril-F 1,4 ITH
configuration, unless otherwise specified on drawing. 1_�_W_ cig IS --TYFE S , '�"I-ON rEC84��U&MJV fNT,_� ANP N5C'F`TTN aA5rFT LI NP15K DANP A'�, Ffl< 'PRN,1INC,5-
C 07. 5A�v. 49-00
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let
a. Typical Hydrant - 1211 x 6" or 8" x 6" Cl Tee (MJ x FLG) unless otherwise W
�,W�r t�,C V AT
noted, 5" Cl GV (FLG x MJ), 611 DI Nipple Length as RequiredT4 MVC I W(/ el &aeI To ��C I,�Ar 12 40 q
'TV.7i .9 p 4,,Too
,F aop<
Hydrant Assembly (M.J.), Cone. Blkg, Drain Rock & Shackle Rod, Conc. fwwl 5131�p N6
A .00 T tL
Guard Post. C FE71R 0 ITy:%TANVAVP) S�[ "i."
WAJe41-
SHALL 159 f'BW crr�vnr AL)SURN :%Ar4DARV
9. 4Ic 1 Service Connection
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10. All water main shall be at a minimum of 42 inches below finish grade.
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11 . All water mains shall be pressure tested and disinfected in accordance with
-601 of latest
the specifications of the City of Auburn, AWWA Standard C
DATE
revision; Section 74 of "Standard Specifications". All pressure testing
shall be done in the presence of a representative of the City of Auburn. *II
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12. Contractor to provide plugs and temporary blow-off assemblies for testing yl�i I& C.0 54LJkL +("etpo
and purity acceptance prior to final tie-in. D 5k IE r- F .00 FF 634C
JPF 63
13. Sanitary sewer pipe shall be concrete or PVC. CaPgIIZ C I
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APPROVED
DEPT. OF PUBLIC WORKS JOB NO. 79
CITY OF AUBURN
ENGINEERING DEPARTMENTj SHEET OF
DATE:-.-.-4 z s 16 1-
APPROVED 0
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