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SHEET U 13 __ �Z -- ❑ N `� ❑ PARK AVE. STA 33+22, 18.5' LT I N ti N�o M CID
SCALE
� r
- - _ _ _^ ,� E. N. STA. 31 +42.37= �„�V � �, 20 0 10 20 40
o ----- ti DRIVEWAY STA. 10+00 1 -12" TEE, MJ x FL N4LDN2
_ I K FOR CONTINUATION OF JOINT-- z ,- ;
- 1 -12" GATE VALVE, FL x MJ '
M N i TRENCH, SEE DWG U15 - ( FEET )
o o V) I\ 1 JOINT TRENCH 1 12 STUB W/ MJ CAP
20' BLDG SETBACK LINE cn __ _
o I ��\, ( �_ PARK AVE N 30+00.00- _ _ s - SEE DWGS AND TEMP BLOWOFF -s- o E] CONSTRUCTION NOTES
� ' 2-THRUST BLOCK
0 , oo N 8TH ST STA. 72+37.34 U44-U48 1 TICE UTILITY TO REMAIN.
. . - . - . - . - - . _ . - . - - - _-== - ---- T=-
� W SF0 w W
W �z--- _D _ + ---- --------------- ---__-=a- ---- - _-- ^ 1 . PROTECT EXISTING BOEING U N.
z o o ) �- --- R/ RoPo _ R/ CASEMENT g + / 7 R/ 9
N x � �� 6 � ' Nc.. 4ss254o N 2. PROTECT EXISTING RENTON UTILITY TO REMAIN.
I - - - - - - - - - - - -
r
-- �-_ _ _ 2-12" MJxMJ
D- ASPF,AL. REPAIR SLEEVE -.- 3. REMOVE EXISTING FIRE HYDRANT AND VALVE.
4__
lot
`\ _P
W 4. VALVE VAULT TO BE ABANDONED BY OTHERS.
W o --- -- - -- - - -- -
p - ---- _.
4
- --
_ 5. LIFT STATION TO BE ABANDONED BY
5 3 r --- -- - -- _.
L) i t
-.�- .. .
____- - Ce, TYPE � w ;
-- OTHERS
W r- ry tv GE 29.05 I J GE 28.57 W
W - I j' I a, L_ 12" ADS S 24.60 1 5 N - 2" ADS N 24.93 W „
18 SD _ __ _ I� I o 24 SID �0 12" ADS E 24.53 24� �D N „ 6. DEMOLISH 16 BUTTERFLY VALVE (MJ) AND
. o ' s ABANDON EX 8" - -- - - -- - - _ ■ 30 SD CONCRETE VAULT. CUT ABANDONED PIPES AND
o - _
D - AC CITY WATER NN (. _ c _ - PLUG E/ MINIMUM 12" LENGTH OF CONCRETE.
0 - � �
sD.sS' z 3 ° ----IN PLACE 31 +00 ti 32+00 33+00 4+00 -
_ _
�" w - - -� - � � + - - N 7. WATER CROSSES UNDER JOINT TRENCH W/ MINIMUM
V �
2 DL
p+j \� 10 ! 2 J LOOPS (TYP.1 "fi -' N _ _ ____ _ - 12" CLEARANCE, SEE DETAIL 2 DWG U27.
N ----- - -�,_ _ J 11
W_ r,
o-'---- - ----------r------12�-W CONSTRUCTION C/L 12" W 12" W 8. 16" BOEING WATER TO BE ABANDONED BY OTHERS.
Q -w } - ; I - - -w- - ,- _4
EN
a 7 Q
STA 30+98.78, 33.68 RT �L 29-uL s S 24.L4 F- g. REMOVE AND DISPOSE OF BOLLARDS INCLUDING
V) �' FIRE HYDRANT I ! �, PARK AVE. N . 12" ADS w 24.51 12" w 25 12" W (� ,(
I
2T FOOTINGS), FIRE HYDRANTS, AND PIV S. CUT AND
W - " I - - _ _ - _ LL W CAP CAST IRON (CI) PIPE RISERS FROM 10" CI
Z _ J - Z
� I f � FM _ FIRE PROTECTION MAIN WITH MJ CAPS, APPROX. 3'
LQ J BELOW GROUND SURFACE. CUT DRAIN AND MJ
UTILITY VAULT GONE .WALK MISC VAULTS r - - �� I rQ 04 = ,
-J 7' CHAIN LINK FENCE CAP 10" CI ABANDONED FIRE PROTECTION LINE.
C L POLE ` ''I HT - �7' iN:. - FACE OF CURB - - - _ - - _ - - - DRAIN LINES BEFORE CAPPING, DECHLORINATING
- - P T - - - - - - -
s AR WEST "'�` "- STA 31 +27.77, 18.69' RT MIN 26' 12 Q AND PROPERLY DISPOSING OF WATER.
�� 3 , CONNECT TO EX 12" - . I . R/W RJ PIPE
0
-
.L 8 _S I -� ----- - WATER W/ SLEEVE AND DI FRB w 10. SEE ABANDONMENT DETAIL 2, D WG U 2
--
0 SS / UTILITY VAULT SPOOLS SEE DETAIL 2, STA 33+32 18.5' RT
I,; [ PSE GAS DIST. DWG U26 - -- - --- TICE __ _ _____ 11 . STA 34+00, 18.5 RT
~ III( o REGULATOR
_n , ,,r 1 -12" TEE MJ x FIL "
N I I' ® N UTILITY VAULTS N ti�� WATER - '
N - 1 12" GATE VALVE, 1 -12 45` BEND, RJ x RJ
Z
T' VAULT & LIDS w - FL x MJ 4 RT
0 z o Z o = VALVE i 1 12 STUB W/ MJ CAP A 33+68.88,
12. STA 34+10.52, 29.0' RT
5 G --1 C C)�A ACCESS ( AND TEMP BLOWOFF I 1 -FIRE HYDRANT ASSEMBLY - ,
!may ' z COVER SEE RENTON STD PLAN B102 1 12 45 BEND, MJ x MJ
l H 4 I D Z `r 2-THRUST BLOCK .
D 1 -THRUST BLOCK
z + 13. PROTECT QWEST VAULT. EXPOSE VAULT BEFORE
i z PLACING STORM DRAIN PIPE WITHIN 200' OF VAULT.
40
PARK AVE N, 30+00.00= w i m z
v z I z 14. CUT AND CAP EXISTING 12 W STUB TO BOEING
N 8TH ST STA. 72+37.34 w z PARK AVE N STA. 33+23.54= Z N N
Of 0 PARK AVE N STA. 31 +42.37= Q - INTERTIE. INSTALL 12" GATE VALVE MJ x MJ AND z
ELEV=30.35 v DRIVEWAY STA. 10+00.00 Of � r
DRIVEWAY STA. 10+00.00 0 o 0 0 FIRE HYDRANT ASSEMBLY. SEE CITY OF RENTON > O
_ I C4 ELEV=29.76
Z j -- _ z � _ELEV=30.51 � - _ _ = STD PLAN B102. z
? w , o w f 04
EXISTING GROUND w N w n y
cv N 0 X X I x I ,� w N Cr,� - = z N 15. PROTECT EXISTING QWEST UTILITIES TO REMAIN.
�1_ F-- w I w i ® CONSTRUCTION C/L w � N N Ld N x
I ! ! I r { I � �
-----
- - - ___ I
N - �__ -_ -_- _ --
I, I - -----I- I I N Z
D I I W 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS O
EX W ' 1 _ 1 = SD00-SD25. d w
�j 2 W (CL 52 I) 0 V)
W 0 W 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT a O
= I I i i ,� DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTSUj
m
V) { 1 >' 12 MIN j NO MORE THAN HALF OF MANUFACTURER'S C
4 -0 MIN
W I
' COVER AT CLR, TYP ! RECOMMENDED MAXIMUM.
I
W l C/L OF SEE GENERAL In
2E3 - --- - - PIPE, TYP _ - - 20 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
u LOWER JOINT TRENCH TO j NOTE 2, TYP N WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE
0 I PROVIDE MIN 12" CLEAR i i PER ANSI/AWWA C105.
BELOW EX WATERLINE iTO I
+ TOPMOST CONDUIT WATER ELEVATIONS APPROXIMATE EXCEPT WHERE
- ---- - _
_ N
N
! I to LEGEND. I
Q
W JOINT TRENCH SEE SHEETS U-49-U52A
0 10 10 Z FOR PLAN AND SECTIONS
W I i J
i = '
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1 �1
I RECORD DRAWINGS CO
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PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
0035524
j - - ON CONTRACTOR RECORDS. '0�
- - - - _---- - I ' ----- - I --------- -- -- -- 3sC1 STEM G`�
c0 00 Ln M I M Ln I O Ln �ICY) � ,,� 0) _ `f O 10) �'�Y I� O Q 00 O� N N N' tO1vwL
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OQ O`O OIO 005 OO OO OO OO O � OO O1O °�'O MO � � � O Op 016 O
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EXPIRES O6/o6/07
50 0+00 30+50 31 +00 31 +50 32+00 32+50 33+00 33+50 34+00
Su` csR SCALE: CITY OF RENTON DATE:4/17/06
1 LI I»_n , HOR ONTAL: NAD 1983/1991 q
■ BHC Consultants, LLC DESIGNED: H: I -LO CITY OF
720 Third Avenue, suite 1200 DN V: 1»-5' SOUTH LAKE WASHINGTON FlGE.
IWR Seattle, Washington 98104-1820 DRAWN: PLS A - RENTON ROADWAY IMPROVEMENTS PAGE.
Tel: 206 505-3400 DNE INCH °R""""G NO
12100 NE 195th St,Ste 300 � )
°HE01ED Planning/Building/Public Works De t.W Bomell,wA 98011 CONSULTANTS Fax: (206) 505-3406 LCA AT FULL SCALEP UTILITY PLAN AND PROFILE U2 1
425-951-4800 Fax 425-951-4808 IF NOT ONE INCH
www.whpacific.com
Formerly Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED �o�SCALE ACCORDINGLY PARK AVE. N. STA 29+50 TO STA. 34+25 �: OF.
314'1 �- ..