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DEPCTY PUBLIC WORKS �� i;l.�:\/A7' 10Q
CITY OF All RtJ i1N I f� �'7 /� �I {��}'}�p �I}�• G{%\ / A
E"J^II(ytRING LJ._F' lk lht FiVT I 1' v Y �T!"UL VY/'11 F'I` T J✓Y!.I•�. ..C��O��Ij_��
[APPROVEL)
TE - TC 12 ll h ll form to AST 14
(u- �n` SLR" �' 1 H�S
T� 6
14. Concrete pipe " and smaller shall con M designation C-
. ,, # • 49,00 I7_ 5 Iz" SS A P PGENERAL NOTES ''I' I 5 5 NrL tI• q" lowed only for
_ _ _ ___ _ _____ _ _ _ c for1 . All Work and materials shall be in conformance with the standards and fthe i- - - - -�__= " -- - - --- - --- - -` - ( -- ,r e rer that th p p meets or exceedswith approved rubber gasket Mortar joints sha be a__ -__ . - - -. _ - - - _ eat float tfrom the P p rmanufactual on lation, the contractor shall furnish Mcations of the City of Auburn Uttlity Department and the latest edition of the 10 ._, a c i i e e i eAFIWA Standards and Specifications. X 52•Yi W X I M ` I�j the requirements of the specifications. r2. All locations of existing utilities shown are approximate antl it shall be the dP X�.pj,o� 15. PVC pipe with approved rubber gasket joints shall conform to SDR 35 ASTM'�3 � 3034 where more than three feet cover exists. Where less than 3 feet and
contractor's responsibility to verify the true and correct location so as to avoid (� - more than 1 1/2 foot cover pipe shall conform to SDR 21 ASTM 1784.
damage or disturbance. 16. Connection to existing manhole shall be as approved by the engineer. Pipe3. A preconstruction conference and twenty-four hour notice will be required prior ' i�_ r " {. !to starting new construction. dipre[ a 9 idebristieng manhoLLl1e line1 W here PVC Class construction
DR 21 to prevent
GRADE Tt+15 AP.FA Tu AR • r3 n9 Pipe is used
14
4. It shall be the contractor's responsibility to secure all necessary permits prior . an asbestos cement coupling w/Ring ttte x PVC existing gasket, Class 150
to starting construction, I shall be requiretl for all connection into new and existing manholes.
5. Inspection will be accomplished by a representative of the City of Auburn. It V ,� 17. Bedding for storm and sanitary shall be. Class B. Bedding for PVC shall be .� 5
NOTE '. rrri_NG TrrVIDLLSLy "1 F zz �a F;�c� pkG I sand 4" under to 4" over pipe.
shall be the contractor's responsibility to notify the Utility Department 24 hours / z I . - , ZL
LA17% S'rGRM L I N E9 ERDM
in advance of backfilling all construction. -N Cs,15 TYPE -I� F,C.p 18. Sanitary sewers shall be air tested in accordance with City of Auburn
,
s 0
G :DrO`fe SIo�F_ 9 6KA'I'£ q6,D DPP, EAf PC1-,r- Standards. The cone. actor shall furnish all required testing equipment,
6. All water main pipe to be cement lined ductile iron pipe conforming to ANSI - GRATE 53o i- In .F.f=, A5.5'
4--
Sics A-21-51-1976 or latest revision, thickness Class 52. Cement mortar _� ZE 9%•G IJ•I �,N i �� i5� j'PnsT cF including gauges.
lining and seal coating shall conform to ANSI A-21-4-74 or latest revision. N_ X 53•0 / 15"�� 215' e 7� '-! "GD - SEED D.cO>o PC Z 72
1 5"Q�NO.- 210' (9 6-•29 / �La E
Pipe joints to be push-on or mechanical joint. Bedding to be Class B. j J�11h•Il�d. - 2U Uf'{ GA ME Br Pf r C J 19. Water will be furnished by the Dept.
of Auburn from the fire nt per t to is
���GSaC•-49�� �o � K1K �p7; of designated by the Auburn Fire Dept. at the time a fire hydrant permit is i
-�/ obtained and to accordance with the terms of the Fire Hyarant Permit.
7. All fittings to be cast iron, cement lined, Class 250, unless otherwise specs- 1 j- /o!J 5---5 ��� KYG.M� P•e��l�ll 1 STOR'M 6lNE _
fied on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-197 B' _�!, - - - - - - - - - , ----- - - - `- - - _ -�-- - 20. ewer 34 �-
�.
or latest revision. All fitting joints to be mechanical joint or flanged. Flanged " 1 "1' fR 85 ' G$ Ib' T)'RE 1(a Sy R•C.Y. Pipe for storms •s shall be PVC conforming to SDR 35, ASTM 30
9j j 9 P SaOD QJ 5g�1 _ ' .
joints shall be drilled in accordance with ANSI B 21 . 10 and shall be 125 to. /% •po - CarA-1! o9 sc unless storm crosses underneath pavement, then use SDR 21 ASTM !,
� /'�eFjj 6� (Y� lI• y "L P- 95.eo VJ ) 9rC.75E 1784 if cover is Less than 3 feet' oP 16 GA. SPIRAL ALUMINUM y1PE W(Try y}'- ,
configuration, unless otherwise specified on drawing. ZF ; �yn'9' `�� 1' `T CS 13 -"ryPEZ ,- . 4(0.50 5 , 1940N PECd?LI&AT1;V ENin ANIP NPC'rfV l� CAsrFT UNDEK SANV A5 IIFK DPAWINC- :5. - -•
C B f � R„ y 4900 GRA1E. �18 56 / - ...
Y6ai
e, Typical Hydrant - 12" x 6" or 8" x 6" Ci Tee (MJ x FLG) unless otherwise Ir{ vim &a6- 1 - --_ - - rAVARD N- IzCQU.PeD
noted, 6" CI GV (FLG x MJ), 6" DI Nipple Length as Requirec!A{" MVO Teas vs,
S BG T � 2_ al G lQ)� ' c-u x_�1:`� Is oe�lT[-V �Lq,00 - I14"1 g�E U�'�TI� 4OV(
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Hydrant Ass F6 M.J. Conc. Bl Dr^ain Rock & Shackle Rod Conc. -- �, �F�nf-aSb � I, ` _\ ,50 ,50 9900 5?•i0 bt61,ILA55$M(5L�' ,ram -
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Guard Post. CPERCI 3TANDAR�
9. Typical Service Connection SMALL 6£ PER crr�ot` Ab6URN BEAM DARD - �- {r - _ - _ -� w �-- -- EV ILT LIT(ES
p 'W oft 2a ydATER METER M•1/ MIN. X' SERYKE Com,4Fc_ 1ory5, - '. .-._+_. . - _ _ -. �- _ . _ - 1 T x (Iy>7 lid aL ak"!ti1`J1;PP,c III Z .yY.TILIT AJnB� B'
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10. All water main shall be at a minimum of 42 inches below finish grade. 1 -- -pvc Ki'� k+ Au 6- - 2" uriERf� LYE m K cgoc
ITS
z � oa•5¢wca .00s � pvc � �� IFe � ram£ � - - - 0- -�2„ Me -�-
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11 . All water mains shall be pressure tested and disinfected in accordance with G,p, ` p I - Fly
the specifications of the City of Auburn, AWWA Standard C-601 of latest - JO SIDE SFWE.K - IZ�I � 6foPr`Ya - I �,� noOPR,vq nt 320' .cos % Dv
- 5 �•o
4
revision; Section 74 of "Standard Specifications". All pressure testing s 1 -. (,"s.Pe sews• DATE
5L.7S 6/.75
�.�Z. . •' PNI � �- Z^-XIS -L�
shall be done in the presence or a representative of the City of Auburn. i MA )r 4� _ �' �G T /^, #I
2 W MUE>'li 6�G0. N +I WIM f•. I'l
12. Contractor to provide (Slugs and temporary blow-off assemblies for testis � � L�B. �(o.26 AI dLL '
and purity acceptance prior to final tie-in. C�t� EQUAL ` rX�e F �S2 co -� 4� Sf0.E_. __ FF 53� 53,00 FF 53,pn a F�
X 51
2 �- sand X BEP4VY ovS A1`{Ek
13. Sanitary sewer pipe shall be concrete or PVC. C•PEK CI1Y y('AWCARD� I BL.DQ r F � -$LD4 -�
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