HomeMy WebLinkAboutWTR2703149_11 Qo I
METRO MH R02-3 I SCALE
z 1 S o z ! ► I STA 63+70.00 32.0 LTJOINT
r, CL CL I I I FIRE HYDRANT ASSEMBLY SEE DWGSNCH - 20 0 �0 20 40
Ch Q I I o W I I SEE RENTON STD PLAN 13102
Lo� I 18„ STA 60+46.95, 20.5 LT I U36-U41 , TYP ( FEET )
X I j - FM----- FM FM
1 -12 CROSS, FL x FL ! 1
4-12" GATE VALVE, FL x MJ j Cr - 10' uriurY EASEMEN
REC. NO. 20041228001865
z ��Q I / �'" STA 60+72.Cr 00 9.0 LT S° MH ' P-� 3
- -
-- -] CONSTRUCTION NOTES
\ �,M 29,27 TA 61 +10.84 32.25 LT -
I # s1 FIRE HYDRANT ASSEMBLY 352 01-62 CON( TICE 20 BLD
+ � 112" �+. SSMH 8-2, 72 INSIDE 8" coivc w 25.88 �2 / 3 3 i
8" CONC ---__.--- -
c� p I ' I \ �„ Iz--+ I \DROP MANHOLE PER _ �4� .S�16 SEE RENTON STD PLAN B102N 2F 16 1 REMAIN. EXISTING BOEING UTILITY TO
PROTECT
o T _ 1 RENTON STD PLAN B075A C,ONC N 24.00 -
Li
-_______ - ---- --��� r-- _ 10' U ILi rY EASEMEfv /
z� I I I � Q 3 I I r-- F R W
- REC. NO 2004'228001855
dO1S °"' Q = o r 2. AFTER APPROXIMATELY DECEMBER 2006
STOP I c) m N -
SIGN I PE z cr _ -
(VERIFY WITH ENGINEER) CUT AND PLUG
v SIG o
P ABANDONED BOEING WATER AND SEWER
-{T SIGN,
I L p - M _ Lv LINES WHEREVER ENCOUNTERED. PLUG
P ( tj
12 W: I 12 W °' SALT PARKING 12" W s uNE Nw 4 sE 12„ W orn Ld WITH MINIMUM 12" LENGTH OF CONCRETE
-`xr `n - I - --- --- = AT EACH CUT.
cv.R I 15" SS N. STH STI. 15" SS
3. AFTER APPROXIMATELY DECEMBER 2006
o a I 61 +00 j W (VERIFY WITH ENGINEER) REMOVE AND
- $2+00 3+00 64+00 W DISPOSE OF BOLLARDS (INCLUDING
N 8TH ST - I
31: STA 61 +10.7 21 .6 LT ; STA 63+69.8 21 .5' LT FOOTINGS), FIRE HYDRANTS, AND PRV'S.
STA 59+55. 9 LT I �' I WATER VALVE CUT AND CAP CAST IRON CI PIPE j
CLEANOUT AND I - N I WATER VALVE EX BOEING 6" CI LO °' ( ) •
CAP, SEE RENTON I •- I j i CONIC I I CONSTRUCTION C/L N RISERS FROM 10 CI FIRE PROTECTION
E 9 = I 2 DOMESTIC WATER MAIN WITH MJ CAPS, APPROX. 3' BELOW
STD PLAN B076.1 I _ �'. f N �'
, ------ -- 4� GROUND SURFACE. CUT, DRAIN, AND MJ
- --
<r i 15" SD 15 SC - 12 SD-W-_-_ -_.-_ _ 12"fir' co CAP 1 0" CI ABANDONED FIRE PROTECTION
I _
N 8TH ST SiGN - - SS _ LINE. DRAIN LINES BEFORE CAPPING,
STA 59+81 .81 , 20.5' LT A ,;
CONC WALK -----
Q DECHLORINATING AND PROPERLY
1 -12" TEE, FL x FL - l I w MARKER FD BENCH MARK RE-2
-- DISPOSING OF WATER.
I
-� - - W--- - co _.._.
1 -BLOWOFF ASSEMBLY I Q I __-_-- __-� --- -- ELEV. 30.07'
C0 I R/W CONC ci _ ____._EAVE__._.. R/�/�/
SIM TO RENTON STD I # I - ' - i - - _ - - -- - - Lv
I 7
xtN `c I I N I rvA f t�' �ASEMENrT 7� / / l 11/ ✓ TT`/ i 7 l l T T / / 7J / / tT �' / i % i" /'/-%�TTT% / 7 ; i i Z
PLAN B 105 REC. NO. 3432122 ! J -
- " ' I c� �. TCE FIN FLR 29.38'
1 12 MJ CAP I �w _ _
2-THRUST BLOCKS f I STA 60+63. 0 9.00' LT- - - -- - ; - - -- - - GENERAL NOTES:
1 CONNECT TO HdVY i -
1 . FOR STORM DRAIN LOCATIONS, SEE
EX METRO 96 SS I , T Q DWGS SD00 SD25.
N 8TH ST I --� SEE DETAIL 1 , DWG U28 ---
STA. 60+00.00- ll, ( f ¢ 2. FOR VERTICAL AND HORIZONTAL PIPE
1 i = JOINT DEFLECTIONS IN WATER LINE
LOGAN AVE N I I ! I ASPHALT
C8, TYPE 1 �
STA. 48+ 1 1 .45 { s I Q GE 28.42 Q DEFLECT PIPE JOINTS NO MORE THAN
Imo , 8" IPE26.52 % ti
---- - 1 _ i N m D HALF OF MANUFACTURER'S
RECOMMENDED MAXIMUM.
U I I 3. ALL DUCTILE IRON PIPE AND FITTINGS
w ! SHALL BE WRAPPED WITH BLACK,
w _ _-- -
Z O v� , I-. _ -F-- - -- 40 TUBE-FORM POLYETHYLENE PER I z
Oz � cn � � � N z GI
N 00 - m N W o w , ,�� C� @j C� Ln w� J I N v)} ; ANSI/AWWA C105.
. X > U .� + zJ - Corn o
+ o, w p �j Q + Q + O =,- Q >- zI �I Q WATER ELEVATIONS APPROXIMATE EXCEPT ! > o
0) N z r� S 00 rn a a I � N = FINISHED GRADE I @j @) Q m z
II J r II =I - _ @ CONSTRUCTION C L w `' y WHERE NOTED.
= z
QW �' 0 000UQW X LL.1 W W Q0~ ifl � / � � _
� JQ UC1Cx XXX z w �- _jZ V) X !
I w w w XLi- w z c~n ow w cn Lamp w cn O � L L`1 EXISTING GROUND X X
cn @ CONSTRUCTION C/L N w w _ N a ac N LEGEND: x /�
X i X N
w W W C� 1
---. .' 48" SD --
JOINT TRENCH SEE SHEETS O n N
=318L � �__-=--,..._ - ____.__.__ ___.____ -- - 30 U 49-U 5 2A FOR REVISED N
IE 23.28 12 - -�--- - ------ -- -- - -- - ----- ----- --- - ------ ---- - z_SID ! -+- tj PLAN AND SECTIONS o
I (p W) IE 25.07
I I W � � 1
(@ W) I I � w
- - - -
U I I M cn a o �-+
-- - I - \ 492-�--
1Uj
W
T.O.P. 26.4 i 0 -
SEE GENERAL
4'-0" MIN COVER AT
VERTICAL BEND NOTE 2, _TYP!
- T.O.P. 25.3 _ - 3\- _-- _ _-_\-- C/L OF PIPE, TYP - 20 �
N
VERTICAL BEND . N I _ i +
439 15 PVC SS
T.O.P. 21 .7 � co RECORD DRAWINGS
f PREPARED BY WHPACIFIC,
12 LF 15" PVC SS I I Q FEBRUARY 2010, BASED
1 L I ~ ON CONTRACTOR RECORDS.
- PVC 12 SS S=0.020 FT/FT t�
I i w
1 a Z
IE 10.64 - _15" W r
� 3 IE 14.95 - 15" E I =
� wN f 0
CAR
�- wrn mco
I i
r- z 1 ¢'
QCLw � 0) z O o
3a _ Q
X LJl w E ---- - "0�O �� 00355 4
i - _ - --- I ��S, C 1 S T E4 G�
Q0 r) t� In Tr) 0-) M I cll NM N N N!N O I^ N r ,� (N C O r 00 N Ln 00 N N u7 LC) O 10 SJONAL
00 �o 17 �O 00 00 r7 Ln 100 I In O C � � 0-)'N CO O \ L0 C O 0� N 0� r7 00
O� O�i O O O! N O N I O 1 O O 0) O i 0-) 0-) D7 00' 00 C 00 0 00 0-) 00 6� 00 00 00 00 00 00 q6 00,00 00 EXPIRES 06/06/07
N NIM N I� r`)Ir� r"),tM �I� r�IN �;N N N N N N`N N C N N N N N N N N'N N N N N N
59+50 60+00 60+50 61 +00 61 +50 62+00 62+50 63+00 63+50 64+00
DATE:
Al DRAWINGV SuwE csR S°` VE�� NAw 19� CITY OF RENTON 4/�7/os
LLC H: 1"=20' HORIZONTAL W 1983/1991
- ■ BHC Consultants, DESIGNED: Fl L }� CITY OF
WH ic m 720 Third Avenue, suite 1200 LCA/DN V: 1„=5' NA SOUTH LAKE WASHINGTONK:
Tel Seattle,
Washington
98104-1820 DRAWN: ON INCH - RENT 0 N
PLs E C DATUM ROADWAY IMPROVEMENTS DRAWING NO:
12100 NE 195th St,Ste 300 ( ) U 11
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE W IF NOT ONE INCH
425-951-4800 Fax425-951-4808
www.whpacific.com Formerlya Division ofBenyman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY N. 8TH ST.STA 59+00 TO STA. 64+25 SHEEr: s� OF: