HomeMy WebLinkAboutWTR2703149_8 J
WO �N25.59
.38 \ A c
SCALE
r- \\\ ° NF26 = \\\ 20 0 10 20 40
co IN SINK FENCE--E� ° \\�\ � s9 \__ _.K \\\\ R/W
O
;A-- ° \\ L-68+87.84, 63.23 LT ( FEET )
4 1
cB r ! c � �y9c QI`•, �Jr, x \v
l vG' `�,
A E] CONSTRUCTION NOTES
01
` E�T� Q e0 TYp _f \ c qSA
O c s tic F �6 \ \, LOGAN AVE N STA. 68+ 14.92= 8F 'F y�
��e c c 30� s6 PARK AVE N STA. 44+88.02 8 c I ' a.�,c n 1 . ABANDON EXISTING BOEING SEWER.
R/W cF c�
F s88 \ I & 2> . 3 qSA
� @ TICE co'�c629i°,\ ti- �-, r 2. DEMOLISH BOEING FIRE HYDRANT. CUT AND CAP
/
LINE AT VALVE. REMOVE VALVE AND INSTALL BLIND
rn FLANGE (ON FLANGE) OR MJ PLUG AND THRUST
co �s \ `� — — — CONSTRUCTION C/L Q I �� �/� BLOCK (ON MJ FITTING).
ass 1LLJ \ p
L� „ \ \ 66�00 ryp s
�„ co :,;M ._� / u �? �� 3 coNccFly�F 3. EXISTING BUILDING TO BE REMOVED BY OTHERS.
rA _ - � A f 8., c tic� �j tiiy ,'QFq c C S 6 �
... s2,>ss _ ti. �8. W O d�
AVE8tie?SSs� _ o r8 �� /,� UY O '0 5. �L°°
12' W r��'ti f �F�o \ -- cOtic A _ +00 N�Po�� t s �T 9
O
+ ;� s,;�F gOF�'s ,� \ ��� , co 68 00 _ 6 O
+ O
O - - � L- �q q,, 86g �> ACT 'A
t< r n
GENERAL NOTES:
�D
WATER VALVE °tip•• . �` ' o,�,c F � ,, _ V�
` c r1 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
6 5+9 0.2 1/� 79
Fr yp SD00—SD25.
� C° 'vG
43.0 RT - tic F 3 s c
(� R W cor __ `o cv s 2� �6 < N 8 co e 1
/ \` r .,\ ss f 3 c '�•c " WATER TAP . FOR VERTICAL AND HORIZONTAL PIPE JOINT
Ltd g , SD s� \` c �s 1 N one o = 2 0
68+98
�'— 12 W ce N O' DEFLECTIONS IN WATER LINE DEFLECT PIPE JOINTS
Z TCE c F ro 2 otiy 18.2' RT ! c
\ s� TrA '?.ems e<Jc f o,; NO MORE THAN HALF OF MANUFACTURER'S
c ti� O Frti T 0 P 25.5 �o o,,r�. RECOMMENDED MAXIMUM.
A' &
` s� o L0, S4>s y S e + � 9,
�'ss °� 4 n;'
re
STA 65+77.749 38.0' RT i
3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
EGIN HORIZ CURVE �' ,,► a° ;rp SD
F� F 18 c°� p /� / _ / WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE
�eTBgcx ENE a 8. ' ' \ � 12" S`'D 0 s PER ANSI/AWWA C105.
c so'
o�c SF o_ s
�s
`---_ .19 cs`,8 U SEE SD 08 FOR DRAINAGE REVISIONS.
STA 65+89.40 58.79' RT � ` �''
-_ 0 8•- 26�F , ,�, 9
FIRE HYDRANT ASSEMBLY — s ,� c� WATER ELEVATIONS APPROXIMATE EXCEPT WHERE
SEE RENTON STD PLAN B102 -- STA 67+40.12 59.26' RT 3 tiTF� moo NOTED.
JOINT TRENCH FIRE HYDRANT ASSEMBLY co,„c¢s iv LEGEND:
SEE DWGS SEE RENTON STD PLAN B102� °mac o I Cotic �R. �= / rs�
\ U32—U35, TYP F`` °' +
STA 68+43.0, 45.0' RT \ & JOINT TRENCH SEE SHEETS U49-52A
1 -12" CROSS, FL x FL R/W FOR PLAN AND SECTIONS
O 4-12" GATE VALVES, FL x MJ '
�.; r. ,off.,
T Qo a TCE �<�F
(SEE SHEET U23) , i , , 5,
z
IF
rz
a0
30- — — 40 z
� ' y �
LOGAN AVE N STA. 66+35.30= = LOGAN AVE N STA. 68+ 14.92=
DRIVEWAY STA; 10+00 V) Q I z z PARK AVE N STA. 44+88.02 y /�
ELEV=28.59 z o O w ELEV=29.08 W- _- ^ 1
i� cy)
O EXISTING', GROUND I Q 0 4 ( � ! N M ' I 00 z O �° P
@ CONSTRUCTION C/L FINISHED GRADS w o " N 00 � x I z� `N w x N x o x o _ 1
1� x x LL_ �t 1 W _ — Ir W U W C7
i @ CONSTRUCTION C/L z x 'r W �; ', x W �� �' �j
w 30 -- — - — -- --- '� ' -- _- C° - 301 W > o �"'�►
_ — - -- ----- - -- - — ---- — — — ��—
(n --- -- — ---- - -- — ------t---- — - -- --- -- — -- - - - - --- -- — J I I (n
w I I w RECORD DRA WINGS CAI
(n -12 -w C 52 a� -_ i __ _io - _ — 0 PREPARED BY WHPACIFIC,
u FEBRUARY 2010, BASED
' I ON CONTRACTOR RECORDS.
EX 42' SD
4'-0" MIN COVER' AT 12" MIN O
co C/L DF PIPE, TY ; SEE GENERAL NOTE 2 O
CLR, TYP I
Q i _ ► I � I
I
w w
z z
- 10 -- - - - - -�-- -- 10 - c
WA
���
I0035524
S r sSt
00 i tD r7 r- 100 N I M I , 0 0. I --- ((� 00 a1VAL
r7 1� 00IN O C0 I co trn (� Ln tD I� ao . O .I N
l O 00 00 -,100 I\}00 F(� r 00 00 00 00 06 00 Qj 00 00 O�
N N N NN N N N N NIN NIN N N N NIIN NIN N N N N N N NIN N N IN
N N EXPIRES O6/06/07
65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50
SURLEYED: SCALE: VERTICAL NAVD ,9W
BHC Consultants, LLC DESIGNED: H: =20 DATE.
1 DRAWING
N
1WH c wcsR HORIZONTAL- NAD 1983/1991 �► CITY OF CITY OF RENTON 4/1�/os
■ 720 Third Avenue, suite 1200 DN V: 1"=5' SOUTH LAKE WASHINGTONFIELDI
°°"'
Tel Seattle, Washington
shingo 98104-1820 DRAWN: ONE INCH - RENTON
ROADWAY IMPROVEMENTS DRAWING NO.
12100 NE 195th St,Ste 300 ( ) Pis INCH M
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U08
425-951-4800 Fax 425-951-4808 LCA IF NOT ONE INCH
vwvw.whacific.com
p FormeHya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY LOGAN AVE. N. STA. 64+50 TO STA. 69+00 SHEET: g4 OF:205
l-1 > U)- 314Ro9