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MATCH LINE B STA 181+15
`� 1! STORM DRAIN (TYP) SEE DWG SD4.
i PROPOSED 3 .., r • ' a
8" WATER ( ,
;' ;_ 1 NOTES.
n
C STA 11+7fi.0 1 ,�'� SEE DWG W2 JOINT UTILITY TRENCH, SEE
CD p _ 25.9 RT o w DWG UG2. Q NEW 3/4" WATER SERVICE
(-
EXIST fi" WATER TO `" I. RELOCATION TYP, DWGS WI-W6
j C LINE STA 10+30.0 13' RT REPLACEMENT AND CONNECTION TO
REMAIN ACTIVE " A PORTION OF EX i ' 2-8"-45 BENDS (MJxMJ) EXIST PRIVATE SERVICE LINE TO BE
1 2 10'--4 6" WATER LINE i 3 ; - ; • ` CONCRETE BLOCK PROVIDED BY CITY OF RENTON
TO BE ABANDONED $x8 TEE (MJxFL) WATER DEPARTMENT.
8"GATE VALVE (FLxMJ)
E , = ±120' 8" D.I. °`I ; .. _ _._.. ; : i ! EXISTING STORM DRAIN PIPE 70 BE
�. :Orac. f ' ' >.' :� _ u -__ .._ �:� • � REMOVE EXISTING 6" VALVE ABANDONED IN PLACE. SEE DWGS
i -M INSTALL 6" BLIND FLANGE AT SD4-SD12.
-,- �_ "_ �, .� •'- ' �' TEE
EXISTING STORM DRAIN PIPE TO BE
ASPHALT REMOVED. SEE DWGS SD4-SD12.
00
• ��
-` I !: B LINE STA 180+43.1, 13.9' RT
12+00 C•-•UN+E �_.... -- y - 1� 00 ----- ---�� r ' "f ' J 127x8" TAPPING TEE (MJxFL) 1 MAINTAIN ACCESS TO DRIVEWAY. CONCTRACTOR SHALL BE
__,_._. _ _ . s 8 GATE VALVE (FLxMJ)
CONCRETE BLOCK RESPONSIBLE FOR PROVIDING TEMPORARY IMPROVEMENTS
:I 1 • t.' SEE CITY B RENTON AS NECESSARY TO MAINTAIN ACCESS AND. SHALL RESTORE
SE 1 i17Tl-1 PLACE ' °` tV o r i'. i STD PLAN SP Bt 15 TO PRE -CONSTRUCTION CONDITION.
• � �_''' , •�•. � � 1' I `�;,�""� a 2 PROTECT EXISTING
• d CLINE STA iO+Op.O
B LINE. STA 180+28.0
;1. SERVICES ON EXISTING LINES REPLACED BY CITY;
EXISTING 12" WATER CONTRACTOR SHALL COORDINATE WITH ENGINEER.
g SRtCK ►TALL aaG' �1� ' ` C► } 3 '' •
• ��s. c � 4 � � . . s � •' 2, SERVICES ON NEW WATER MAINS REPLACED BY
- CONTRACTOR.
B t:1N - 3. FOR DETAILS OF WATER MAIN CROSSING WHERE
U ') AIN 1 WATER MAIN DIPS BELOW OR ABOVE A STORM DRAIN
--Al
�°4� 73 u' Q�� � , }�-I AS SHOWN, SEE DUVALL PROJECT PLAN VERT ADJ.
YARD aR /
RIM�426.45 425.$9 X. 14OUSE
WATER LINE CONSTRUCTION SEQUENCE:
C LINE' STA 11+00.0 22' RT..
INSTALL CONCRETE DEAD MAN BLOCK �- ' ;� _ `: 1. INSTALL CONCRETE DEAD MAN BLOCK ON EXISTING C" -WATER LINE
&SHACKLE NEW 90' BEND TO /� w„�`' AT C LINE STA 10+95.0 22,0' R. AND ALLOW 5-DAY CURING
BLOCK. PER CITY' OF RENTON STD ..,,,.. j • f- - `�`---- -.! +�! ,, { T}
TIME.
PLAN SP B116.
CONNECT' TO EXIST 6" WATER 2. CUT IN NEW 6" GATE VALVE (MJxMJ) ON EXISTING 6" C.I. WATER
WITH 6 90 BEND (MJxMJ) . C LINE STA 10+85.0, 7.0 RT
� 6" SLEEVE 8"x6" TEE (MJxFL) AND SHACKLE VALVE TO DEAD MAN BLOCK. (BY CITY FORCES)
- -
W' GATE VALVE (FLxMJ) 3. INSTALL TEMPORARY 3/4" WATER SERVICE LINED FROM EXISTING
• 8"- PLUG (MJ) METER(S) TO EXISTING 6" WATER LINE, WEST OF NEW 6" GATE
r CONCRETE BLOCK VALVE, AND CONNECT EXISTING METERS TO TEMPORARY WATER
SERVICE LINES.
S2�- i :PLAN • -.
_ 4. INSTALL TEMPORARY 6" PLUG (MJ) ON EXISTING 6" GATE VALVE IN
DUVALL AVE NE AND CAP EXISTING 6" WATER WEST VALVE IN
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CONNECT
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44 DUVALL AVE. o
5. CLOSE NEW 6" VALVE AT C LINE STA 10+95.0, (22.0' RT) AND CAP
EXISTING 6" WATER, EAST OF NEW VALVE..
430 6. INSTALL NEW 8" D.I. WATER LINE.. THEN CLEAN, TEST,
0 AND DISINFECT NEW 8" LINE.
TER
7. CONNECT NEW 8" D.I. TO 8" WET --TAP VALVE IN
420 DUVALL AVE. NE AND CONNECT NEW 8" D.I. TO
EXISTING 6" WATER AT C LINE STA 10+85.0,
(22.0' RT) (WEST END). --
410 8. INSTALL NEW WATER SERVICE(S) AND WATER METER(S)
TO EXISTING HOUSES FRONTING 8" WATER LINE. N
400. -
13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50
• _ _ 10 0' 10 ZO
VERT
R.ECOMMEKOED F01K APPROVAL 4. scale feet ='
KOR -PROFILE 20 0 20 40
5 ��w+�s ,sd, kno1w GI►� _ 'Iii Uddiv 6wa%sop, 31ZIOA HORZ J
Al PROFILE
r�'� scale feet
KC MAP NO. 316-12 KEY PLAN
�`. 3109 $' _ �•s± ADDENDUM NO. 1 HAS 3 21 Q8 ' Nci-%WMM D I ram+ 3/2f/08 s
�a 33301 grH AVENUE SOUTH CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE
s$►ANAL CALL 48 HOURS ;r I °�°'�►. �uR �
}�°• ! FEDERAL. WAY, WASHINGTON RENWN RECONSTRUCTION
BEFORE YOU DIG BERGBZ,1 j ONO3-2600 °"a"` mM P!a ninq/Building/Public Works Dept, SE 107TH PLACE TO NEWCASTLE CITY LIMITS
e K a � �{ e � e a { M c. -- °NC 1N0" DATUM roved For Constnic�tio owam+o ,�
' 1-800-424-5555 - votcE: (20sy431 23D0 SO u : - WATER PLAN AND PROFILE W 1
• KiCounty FAX: (206)43'12250 NO. REVISION BY DATE APPR SIN 40 n1 -
g ,�sc o rt M. Hanson P.E. Date SE 107TH PL
cast &; d w Ma i/ -; X 2M at MAW by Awa bvo F* Arvas A• IM!FAW-X--tt11 jCAW !oQs_Nvf d%y -War