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DETAIL
.---No --SCALE-'--'-.
_31 - 2
-REMOVE _ 26'-0r` EXISTINCi So' PIPE -
REMOVE 30'-0__EXISTIN(. I8"_5TEEL-CASINCz
z2=I - -
EXI5TIN4.. SOVTH Nt%
DRAINAGE - DITCH
• I. _.SMITH-BLAIR 437 CUT --IN
REPAIR COUPLINCi.
I I -
SMITH-BLAIR 437 CUT -IN
EXISTING._ 18"�STEEL CASINGC
REPAIR. COUPLING
Sir- 45Q M• J.. ELL_. - -... _ EXISTiNCs PIPE �' CASINIc TO BE.. REMOVED - - EXISTINGr -8'_`C.I: WATER. MAIN
EXISTING: IE�'STEEL CASING;._ -'/gr x .3 "
(TYPICAL) . _
_ _ — — — — — — _-.._� STEEL COLLAR (TYP.�
EXI5TINQz 5"C.I. WATER MAIN. - - - - - - - -' � _ S_EE DETAIL:-•A1—- - . - -
_ _EXISTING B.02
ATE VALVE APPROX. 60•
t--- - EX I STINCz 8"� SATE VALVE A PPROX. 60r • �� — � — -- __ — — — — -- — _ v
• ."tq_.--.----BACKFILL WITH CLA55 A PIT RUN GRAVEL
;AND ..GRADE 'p TO MATCH EXI STING • DITCH LINES Q�Q v o� o
O r • 9 .A `�}. 9.
I SHACKLE ROD ANCHORS, (TYPICAL) a' '
G e v 9 r Q -(SEE OF -TAIL, "A�� t 0'e „CONCRETE PAD-28'x 4�x. 1%Z� DEEP
9"DUCTILE IRON PIPE ,�a n A? REINF.-" STEEL-.12".O.C. EA -CH: WAY
' .._ -.
y PLACE6 AT.CENTER DEPTH OF PAD:
Q,
o
` V c d D c c t c i Q r r r r c
aq t Y f r ! G f O
d r n rc7 •. r c,< <
o . r._ G, 12'o L� L R� Qf l 1..N�N U�• aC R U5i-I�Ev �Oc IZ -i- c► •
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13-3_
14! - C)
LUND ROAD & SR 18
LOOKIN4 WEST
NOTES
I. ALL MATERIALS, EXCEPT 2%z*MINUS CRUSHED ROCK, PIT RUN GaRAVEL•, CONCRETE, CONCRETE
FORMS, REINFORCING; STEEL, STEEL COLLARS AND SHACKLE. RODS
S To BEc TIME 51JED PRIOR BY
TOHE CITY.
Z. CONCRETE PAD SHALL "BE P0VRED _ IN PLACE AND 6.IVEN
TEN REMOVAL OF EXISTINrz PIPE AND CA51NCr.
3. MAXIMUM SHUT DOWN TIME FOR WATER w1AINS,IIAtLN4T:Ta=:EXCEEt 14.HOURS.
4. ALL NEW PIPE AND FITTIN6--5-5HALL-BE_ASSEMBLED AND 114STALLED AS A UNIT AND INSERTED -
INTO EXISTING LINE IN ONE VNIT TO REDUCE DOWN TIME TO A M-INIMUM. -
5. EXCAVATIO-N7SHALL BE$ACKFILLED TO EX15TING GRADE WITH CLASS-"K PIT RUN GRAVEL. -
6. ALL. PIPE AND FITTINrzS TO BE FLUSHED WITH A CHLORINE SOLUTION, FURNISHED BY
THE --CITY, PRIOR TO INSTALLATION.
7. CONTRRACTOR SHALL CLEAN TO BRIGHT METAL,:AL.L CLAMPS AND EXP05_ED PO_RTI.ONS_ OF
-17'_SN-
ACKLE RODS -AND PAINT WITH TWO COATS .OF �BITUMASTIC N2_ 50.. -
S, PUMPIN4 , IF REQUI-RED;514ALL SE-ACCOMPLI5HED BY CONTRACTOR.
9. w0 K 5HALL BE_CDMPL.ETEO NOT LATER THAN AVC&. P-7., 1971.
10. SALVAGED MATERIAL SHALL BE DELIVERED TO M- 4 O BLDG. By CONTRACTOR.
I1. CITY WILL FURNI514 PIPE IN EXCESS LEN&TI•IS. CONTRACTOR SHALL CUT TQ FIT.
_4;
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�sS�Oi�Al.t'r►'�
VLV
0
DATE
I N0,
REVISION
BY
.CITY
OF AUBURN
AUBURN
WASHINGTON
WATER IMPR. N2 80
LOWERING OF 8" C.I. WATER LINE
LUND ROAD a SR 18 M14
DESIGNED V,
APPROVEDSHEET
DRAWN G. A.O.
SCALE 1" - 2'-0"
CHECKED ` I`
�I
DATE JULY 28, 1971
71-W-+?& SH L j .