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HomeMy WebLinkAboutWTR2703149_25 I N. 6TH ST STA. 30+20.87= I I I 1 I M LOGAN AVE. N STA. 145+04.81 SCALE r I 20 0 10 20 40 M l y l a I j 0 STA 28+42.90, 2.39' RT I Z Z � I �� __ o 1 -12" 45' BEND, MJ x MJ FEET Q I �THOD CLOSED TO THRtI � ) 1 -THRUST BLOCK Ur w I ST ST TRAFFIC SIGN W N / O -Tf ) \C8, TYPE 1 (#547) F I > R{. Gi,29.40 J FJ LD K SIGN IT� 8' C C SW 28.16 ` 2 M Ss MH EX 4" WATER TO :>IGNAL POLE .I IGH E�_�7nwi ECONSTRUCTION NOTES TICE AR. S SOit H RIM 29.54 w N ` ''ti 12" CONC N (CAPPED) 19.0 SD MH BE ABANDONED � - I1 . EXISTING BOEING UTILITY TO 12" CONC S 1�4.22 12" DI E 22.58 o ` I -- I REMAIN. 36» CONC W 11.46 - —� �'' � P r H T f y � III � GCB ALK PROTECT +. i SIGN'' 36" CONC E 11,40 12" Di W 22.41 I / I` aM> 4 — I�ST7 R/W -` GE .X sG MH RIGHT S! -- �1 I 2. PROTECT EXISTING RENTON UTILITY TO —_L. — P ��D� 8, - S 28.60 L - /`RIBA . - - i - - - - - - - - - _ -- SD MH _ _____ 12 /.L' 3147 REMAIN. CONC L" RIM 31.67 24"�CONC E 26.1 — l 'y 12" CONC E 25.98 12" CONC W 26.0 , G - -� " ----- 12 CONC s1 3. STA 30+88, 4.5 RT r _ �_ N 25 -_.__--- 7 1 - 12" CAP, MJ ----�--- __ ____ � N 6TH ST =� 3 - ASSEMBLY 1 PERMANENT BLOWOFF 00 27+00 2 00 ---� 779T-0CY--------D---------- - ---- - 1-+-08/TR PER RENTON STD PLAN B105 . C, - ---+ - - - - -� - - �--�- - �� - - - - I- - _-- - - - 1 -THRUST BLOCK I 1 I — _ _.- r_S___________-__ S � . ' 1 12 Cc -w -- -- -- -- - _ -!-.- _ _ I I TYPE 30.90 1 c S ` MP NW 28. -----___--_-_�_ S1GN: POLE r� iGtir I S— S �Sce „CH� 8 GENERAL NOTES: COV R CZ S ! - 1 . FOR STORM DRAIN LOCATIONS SEE DWGS 1 2„ CG VERED I I •8 CH ' I __--_ _ -f SD00-SD25. EOt "v l v /T — �, P s'_ D �`yi LD/Tk 2. FOR VERTICAL AND HORIZONTAL PIPE _ 7" -�� � GE SIGIN FLc. - s_ - I I 2 JOINT DEFLECTIONS IN WATER LINE "f4" NC E - - RIM r - - - -- - R W BOLT NE / DEFLECT PIPE JOINTS NO MORE THAN _ a- - - - �4 CONC r.32 _ _ -- - I EX BOEING 12 s_ HPW REMAIN i HALF OF MANUFACTURER S - I N. -:y,s I N f RECOMMENDED MAXIMUM. STA 27+94f 15'f RT - s - CONNECT TO EX 12" WATER CUT AND PLUG I I ` 3. ALL DUCTILE IRON PIPE AND FITTINGS SEE DETAIL 2, DWG U26 CUT AND PLUG 1 �' SHALL BE WRAPPED WITH BLACK, 1 -MJ SLEEVE AND DI SPOOL EX 4 W EX 4" W TUBE-FORM POLYETHYLENE PER 1 -12" 45' BEND, MJ x MJ 1 -4 MJ CAP I 1 -4" MJ CAP 2 ANSI/AWWA C105. 1 -THRUST BLOCK I I WATER ELEVATIONS APPROXIMATE EXCEPT I WHERE NOTED. _ z I I E _ I j a o o 3 o ,'� z N Q I �,�___ �.____ v z i? _ � _.� � LO GAN AVE N 145+0 4.81 =cn N o � w r` w m m z N 6TH ST, 30+20.87 Ln X < CD Q ' z _ _ - ao Ln z I O Q N�� o+ '' ' w 0 ^v, I + x Z N N U Q -H Z � I + O � J = O W U �O O W � ! F `—� m = U C_ M � z N _ _ N _ `' EXISTING GROUND x '�' _j N- N Q T __ z I fQ- x cv cv w o w w © CONSTRUCTION C/L �' v w " w = _. "' j <z o m LEGEND. E w I F i I j ! - - - - - ---- - v ri I JOINT TRENCH SEE SHEET 3E}-- - == ------ _----= -------- W _ z I I t -� -I- p --- -- U 49 U 52A FOR PLAN AND N N ------ ----- ------ ------ --- i SECTIONS f i i 263 LF - 12" W - CL 52 DI a I X 12" .W V'd 0 I E y C i I 0 � f CAI UNKNOWN EXIST. ROUND CONC. I RECORD DRA WINGS C STRUCTURE REMOVED 1 BELOW I PREPARED BY WHPACIFIC, f WATERLINE, STRUCTURE WAS I FEBRUARY 2010, BASED f BURIED AND APPEARS ON CONTRACTOR RECORDS. ABANDO"ED, I 4 OF `uA�y. I 1 a � 00355 4 �4 I c0 { 00 N O O� ssl s T EGti Ln u7 r- Ln; 00 O O}} N Ln d OAL cfl c0 r' O to O' O O 00 O O i O O I co O O tf) N 1 CC, j r� I f- 00 i N I� Ln N r� r� 00 r- I� rq I d� O r`� I N i r� EXPIRES 06/06/07 s I I II II II o II II II II I °N' °N' I N N °N' 28+0� N w o oo � 28+5�L'iJ J 29+0� c _j �,� w 29 5 w 30+00 30+50 I 31 DATE: CITY 0 F CITY OF RENTON 4/17/06 d �. ■� Al RECORD DRAWING1 M V SURVEYED: SCALE-scALE: " HORI VEffrICAU ONTAL: nw+9%,M, - ■ BHC Consultants, LLC DESIGNED: H: 1 =ZO 720 Third Avenue, suite 1200 DN V: 1"=5' SOUTH LAKE WASH INGTON PAGE: 0K: Seattle, Washington 98104-1820 DRAWN: Pis RENTON ROADWAY IMPROVEMENTS PAS. 0. " 12100 NE 195th St,Ste 300 aci ■ Tel: (206) 505-3400 ONE INCH DATUM DRAWING NO. Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U25 425-961-4800 Fax 425-951-4808 IF NOT ONE INCH www.whpacific.com Formerly Division of Berryman&Henigar NO. REVISION BY DATE APPR �AIMOVED , SCALE ACCORDINGLY N. 6TH ST. STA. 27+75 TO STA. 31+00 SHEET: i i Of.,