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HomeMy WebLinkAboutWTR2703149_9 - f i I 0) JOINT TRENCH ¢¢�'� °`f �c �� �`' SCALE r. - 0 - 0 SEE DWGS _.�aory un�Q�-�rvc� o ASPHALT 20 0 10 20 40 C'7 � ° SU32-U35, TYP II � ,�.° ° �� r ;' ` R/W O I 1�� 'p.. op, O �; i D`b 2 ( FEET ) �� ° j _ _ _____` ----------- 3 i _ W — — — �— CURB a, t,_ I °n R/W D h,83 C��-,pE ` �?0 0 7' CHAIN ?INK FENCE �x �, ADSS22.35 v � ,, � �� z EICONSTRUCTION NOTES PIPES NO �_, G�„ 0� � tG Pr.. fsLF ,2 � " 1 . MAINTAIN 9' SEPARATION C/L TO C/L. t Z _ __ Op 14„ " gOEfNG ��• 30 MPH SIGN �. T {f Lq'hf 1 • ' *N ° 8. C / T PROP. S10c% 2. PROTECT EXISTING BOEING UTILITY TO REMAIN. ,i� 'p b f 3. PROTECT EXISTING QWEST TELECOM TO REMAIN. LA J ri J�SP LT O � ° �'" L _ .vt_- END PROJECT " 4. PROTECT EXISTING CITY OF RENTON UTILITY TO ° l'1�„ ✓ 5°� STA. 71 +52.34 N REMAIN. � -- f ' END PLANINGO 55GN MATCH EXISTIN G + Op E O-' PROPOSED ROAD AL' =N o' _ �° �-' 1 +00 MON IN SASE GENERAL NOTES: ` FOR LOGAN AVE. N. 7 FD n �; _ ( — � � —I — BRASS NAIL IN V) 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS C BO F_,q � z 1 CONC IN 2 IF • 1 SD00—SD25. rn CONSTRUCTION C/L 1 ca, TYPE j 0G pP p 5� , SOLID LID gPRGN 10 FROM 4 6" CPP sE 25.4 27.87 6 (/) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT FACE OF 12" CMP sW 25.06 ' 12" SCI = DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS La STA 70+60.64, 58.76' RT � CURB � 12» SD 12" CMP NE 24.8 m NO MORE THAN HALF OF MANUFACTURER'S 1 —FIRE HYDRANT ASSEMBLY �Dr �� RECOMMENDED MAXIMUM. _ SEE RENTON STD PLAN B 102 �� ■ i 1 1 — —_� -- — ;: ter. , C 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ---------� _s WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE 12 WQ � — �„ SD ' . ■ — O PER ANSI/AWWA C105. 7' CHAIN LINK FENCE SEE SHEET SD09 FOR DRAINAGE REVISIONS. CB, TYPE 1 c R/W CB, TYPE WATER ELEVATIONS APPROXIMATE EXCEPT WHERE N43 4? 31;:: ONC E 24.75 gOEfNG - � R/W P-1 066.5C' L=26C.48' 0 C8 TYP W 2 .69 NOTED. C S 4 BTM EL. 6 D 47 " ! S€: tea. - - --' ' r-- / gOEING 2 TICE 8 /.r �` / GE 29,41 �C 1S 25.16 �'.. 05— __.`- 6 , PGA SEE SHEET SD09 FOR Vc �� _____- ��2 `- R---- c FAIRFIELD ADDED 12" STORM- 2 `�i 20' BLDG sETeACK LINE r a5 _ '44W LEGEND: K = 100.00 I I I JOINT TRENCH SEE SHEETS U49-U52A I I i I FOR PLANS AND SECTIONS 0 40 Lj w d- ~ zN I I < Lij � � Q I l EXISTING GROUND o z � w N — - © CONSTf�UCTQN -C/L-----� _ — _ -_ - Q + w to cy O N FINISHED GRADE I - N x 00 w I x X O w — N w x � LiF- w @ CONSTRUCTION C/L _ w = N w z Q Q I I 1 b i � w cn : n ,� � w 30 O °z y 3 _ �_ O C _ - _ - ---- -- O 0 1 a --- - - _ Ld V) ❑ fcn W SEE GENERAL NOTE 2 ' L12� MAN I W _ __ _ _ CLR 20 EX SDM� AND SD I v RIM 28. 7± ! O 4 —0 MIN COVER Af T O TO BE BA�IDONED � I Lc) C/L of PIPE, TYP _. + RECORD DRA WINGS O) SEE DETAIL 2 f f N PREPARED BY WHPACIFIC, SHEET U27 FEBRUARY 2010, BASED f I i ON CONTRACTOR RECORDS. f ! a I I cn 10 W i I W z z J -J C . WA CIO T f 003552IS CD 4 � Ln 01 L0 LC t ) O -- - ' O� O>> O� f I 00 I 001 00 00 00 f 00 00, 001 EXPIRES 06/06/07 N N,� N 00 N NIN N104 NIN NIN N;N N N N N NiN N� N NI 00 69+50 70+00 70+50 71 +00 71 +50 1 72+00 1 72 SURVEYED: SCALE: R1���p ��' d R CSR H1RVZ 11a:J 1983%1991 ,► CITY OF RENTON 4/1 /os - ■ BHC Consultants, LLC DESIGNED: H' 1„ 20 �� �- CITY OF FIEI.DBOOK: WH dC1 I( 720 Third Avenue, suite 1200 DN V: =5 SOUTH LAKE WASHINGTON Seattle, Washington 98104-1820 DRAWN: Pls RENTON ROADWAY IMPROVEMENTS PAGE. DRAWING NO: . Tel: 206 505-3400 ONE INCH 0 12100 NE 195th St,Ste 300 � ) DATUM CHECKED: AT FULL SCALE Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 L� Planning/Building/Public Works Deft. UTILITY PLAN AND PROFILE 425-951-4800 Fax 425-951-4808 IF NOT ONE INCH www.whpacific.com Formerly Division of Berryman&Henigar NO. REVISION BY DATE APPR APPRDVELCA SCALE ACCORDINGLY LOGAN AVE. N. STA. 69+00 TO STA. 72+50 95 205