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HomeMy WebLinkAboutWTR2703149_20 rn I ► �, �� T -z ! 0 o ,� STA 28+87.65 33.31 ' LT n 20 o SCAoLE 20 40 lM STA 24+82.92 44.7 LTzzoz �ol TELEPHONE MANHOLE o00 t nc� o? z , oc') p QUEST VAULT & MANHOLE JOINT TRENCH � ; z�;•,� A z� �fi c SEE DWGS N N N N GROUND L„ ( FEET ) 0 Z � 4'• LA pis U44-U48, TYP � � � ���~ t a �, a cn , E LDG SETBA LINE �z 2n' BLDG SETBACK LINE o �"�' z oaoDo�v� rrl RR EASr r v TICE d d r� I RR EASEMENT D Aj V) TCE I r C. NC' I REG, N©. 4662540. TYP�2 Dam NN� --� � 29.87 E] CONSTRUCTION NOTES r^' \ R/W I 12" ADS N 25.96 R/W 12'° ADS S 25,87 , — — — — —�— — — — — — — — — - 1 . EXISTING CITY OF RENTON UTILITY TO — — — — — — — — — — — — — — — — — — — — - --- - t7j PROTECT W ----- - - ---- - _ .._ _.__._ _ REMAIN. �. LLJ A _ ^ u — _ — ��—�_, . _ —_ _ I E T i GATE GONG WALK (n 2. PROTECT EXISTING 8" HIGH PRESSURE GAS TO _, REMAIN. W _ p __�_.. - - - - _. LLJ ----------- —T -- C , 3YP� L. W ---- r - --r--- r -- ---- r-------- - -r----- r - LL,J '^ r� GE 29.94 18" SD ' 3. PROTECT EXISTING QWEST TELECOM TO REMAIN. 12" ADS N 26.55 AWo No ■ � f t 3 c� 2 3 4 ; { LO 25+00 27+00 28+00 29+00 O = U) SEE DETAIL 1 r--; — -� I -_ - - THIS SHEET I � -- ----- - - -----c-- -- ------�- ----- -------- ----, _ f N J LOOPS (TYP. ——. — — — —— 2 1 - _ I GENERAL NOTES: - 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS p — W SD00-SD25. st cF3 r J 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT - rcyv- _._ __ R/W �" U DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS t NO MORE THAN HALF OF MANUFACTURER'S � • -��. � �-- - • -- — -- • • -�- - - — � -'=�- - - ram- • - -a f;, - — - — • — M- � o J� 6�o tirn� � tit;, ;; �"'-,moo s tiNrn o z � RECOMMENDED MAXIMUM. z�zTICEJ R W Z �z N zoo' `,, z z0 � o �� o / o ��, �Z ,� ���, z z b . TICE C) d d 0 Ln�;r, B: jRDs 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE z sn z J z vn ti o 0 0 0 0 0 0 0 0 c o 0 0 0 o I N l NN tvN � WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE 9) b �;n �� N / 0, 0) � o c� (�­' PER ANSI/AWWA C105. 33.00' RT STA 29+19.07 33.00' RT STA 26+89.36, � b � 4. SEE SHEET SD20 FOR DRAINAGE REVISIONS. REPLACED EX FIRE HYDRANT RELOCATE EX METER z Qz p Od n3ti STA 29+21 .50 33.00' RT70 z �a 5. SEE SHEET PP20 FOR SIDEWALK AND BUS PAD REPLACED EX FIRE HYDRANT ` � REVISIONS. LEGEND: JOINT TRENCH SEE SHEETS ! z U49-U52A FOR PLANS AND f SECTIONS I o INSTALL MJ PLUG m z AND THRUST ABANDON CUT AND CAP BLOCK AT EX TEE CUT AND CAP ABANDON 12" 12 DI W 12" DI 12" DI DI (320) F -- _j L INSTALL MJ PLUG AND THRUST z N -- -- -- -- i® - - BLOCK AT EX TEE o m II > > EX 12" DI (196) �{- --- - - - -- -- - - - - - - - - -- EX 12" DI TO REMAIN (196) I c z TO REMAIN J, l � j EX 12" DI (320) RECORD DRA WINGS TO REMAIN PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. WATERLINE ABANDONMENT DETAIL WATERLINE ABANDONMENT DETAIL 1 2 NOT TO SCALE - NOT TO SCALE U21W= 314921 C . a � 0035524 O �C GIST ,ST�Rti Ss10NALG EXPIRES 06/06/07 , DATE: RECORD DRAWINGH .1 M V SURVEYED: CSR Ste: „__ H IM a1988 , CITY OF RENTON 4/»/os :Jim BHC Consultants, LLC DESIGNED: H' 20 *"A CITY OFWHpifc, I( 720 Third Avenue, suite 1200 DJR V: 1"-5' RENTON SOUTH LAKE WASHINGTON BOOK: Seattle, Washington 98104-1820 DRAWN: PLS ROADWAY IMPROVEMENTS PAM:DRAWI,� NO: " 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATU M W Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKEDLCA AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 20 425-951-4800 Fax 425-951-4808 1 IF NOT ONE INCH www.whpacific.com Former) a Division of Be NO. REVISION BY DATE APPR LCA PARK AVE. N. STA. 24+75 TO STA. 29+50 1 os 205 y Hyman&Henigar APPROVED: SCALE ACCORDINGLY SHEET: OF: �� _ 1 cz I