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HomeMy WebLinkAboutWTR2703149_18 STA 66+57t, 18' LT 24" CMP N 24.56 '� SCALE STA 64+88.74, 18 LT ° CONNECT TO EX 12" W 1 -12" TEE FL x FL 20 0 10 20 40 — SEE DETAIL 1 , SHEET U26 �I { r 2 12 GATE VALVE, FL x MJ CV) { I ' ( ) 1 -12" BLIND FLANGE MJ 1 � � ,� FEET O N 112" CAP MJ It - � STA 6 6+1 1 21 ' LT -' � - - 1 -THRUST BLOCK FIR HYDRANT ASSEMBLY �� I -P' `' 0 9 FROM E I JOINT TRENCH Pie W SEE DWGS SEE RENTON STD PLAN B102 TICETCE j;Q- { PWR PANELS FACE OF / I U42 AND U43 CURB, TYP I TCE ` EX 12" W ONCTPAD ER N -/— - — - — - — - — - — - c { O i_. R/W , �� ± I -] CONSTRUCTION NOTES r i ? c) i SD M 2'o RIM 30.5 N,S 19. W r 12 W 12" W S 0P S1�,1 V) r— WV 10- 1 12" w N 10TH �ST STA. 66+72.36= ,D, CONSTRUCTION C/L �" � GARDEN AVE N STA. 10+52.78 W gSP TRACT � I.o I� � { CB, TYPE 1 64+00 65+00 66+00 66+ .36 1 6�+ 0 GE 30.86 R PV�c7 0 - i0 0 �' CB,N . 10TH ST. I z� I �� E 2 I I ` 24" CMP S 24.93 N I 24" CMP N 24.74 C01 18" SD / 0° 12" SD I I b -- i I iw ! T Z IQI W R VV I CB, TYPE 1 O W I �� GE 31.25 f �j/y 11 rs i i I + j i I 8" PVC N,S 26.45 J TCE J 0 = N. 10TH ST. STA. 64+9 93= Z Z f ° DRIVEWAY STA. 10+00 a ( Q II ASPHALT TCE D ' z GENERAL NOTES: CB TYPE 2 I RY'S Si w� I i� , 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS GE 30.23 i SD00-SD25. 18" CPP S 25.20 �+ 18" CPP W 25.20 { I o -�-Ifz 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE I I {I JOINTS NO MORE THAN HALF OF � Ln MANUFACTURER'S RECOMMENDED MAXIMUM. CD z N + 40 -- _ — _ _ cv Tz O 40 WATER ELEVATIONS APPROXIMATE EXCEPT z N. 10TH ST. STA. 64+90.93 _ FINISHED GRADE N DRIVEWAY STA. 10+00 CO I z w `n X Q0 z "' Z N WHERE NOTED. z ® CONSTRUCTION C/L W Q ELEV=30.59 ; @ w Q � `� w a o \ c° = I— > xz EXISTING !GROUND co I �� v Q CONSTRUCTION C/L _ _ __�---- a I - , oz Q Q - _ _ y J W © N LLJ CV i w w jw (n � o Q � Of LEGEND: I I Q � C) z JOINT TRENCH SEE SHEETS_--z ----- —— —— --- ---- -- - -- - - - -- - - - _ 30 _ __ - - 30 U49-U52A FOR PLAN AND z y 12" MIN I I j I SECTIONS 0 O CLR, TYP I d I 307 LF — 12" W (CL 52 DI) �■.� f > o W z Z4'—O" MIN COVER AT W C/L OF PIPE, TYP i j N I W SEE GENERAL j w 0 NOTE 2, TYP j I I I o RECORD DRA WINGS i I PREPARED BY WHPACIFIC, ; __ — ` _ U I FEBRUARY 2010, BASED ' + w ON CONTRACTOR RECORDS. i Iz to I ( z I I 0 W 314919 V) W I Z C . WA ~ a In "lop 55 Is T _ _--_.--- ------- ---- — — {I — - -- ---- - { SIONAL 00 00 � 00'N C 0-) ��N �(� 00(, O Olt\ O O 0) I� Q0 1n � .104 IN N N I EXPIRES 06/06/07 0 0 0;6 0:0 C CD D 016 016 016 0 O 50 64+00 64+50 65 00 65+50 66+00 66+50 SURVEYED: SCALE: �� Al I H .1 MNC.AL: NAVD 1988 DATE: , IL BHC Consultants, LLC DESIGNED:SR H: 1»=20' N MMUAL: ww i+�/ie91 CITY OF CITY OF RENTON Fl 4/17/06 WHPd(111( 720 Third Avenue, suite 1200 DN V: 1 =5 SOUTH LAKE WASHINGTON 206l T PACE: Seattle, Washington 98104-1820 DRAWN: Pis _ RENTON ROADWAY IMPROVEMENTS DRAWING NO: - ONE INCH 12100 NE 195th St,Ste 300 ( ) 5053400 DATU M [eq Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 18 425-961-4800 Fax 425-951-4808 IF NOT ONE INCH wwwwhpaciflccom Formerlya Division of Berryman&Henigar N0. REVISION BY DATE APPR APPRMD: SCALE ACCORDINGLY NLCA . 10TH ST. STA. 63+50 TO GARDEN AVE. N. :104 '205 3 1 1 1T 1 11