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HomeMy WebLinkAboutWTR2703149_5 ASPNAL i �T AR, C PAD W/ -� BAGE CAN d. Z -f __,-- b --- SCALE - 20 0 10 20 40 M _ - 'y GRAVEL ' GRA I VFL Milli ( FEET ) LW / n Z N (JA LA �, �--- -- ECONSTRUCTION NOTES 00 _ � ti _ N s CULVERT, 6" PV 0 u, � a, lE N END 24.81 / (p 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. STA 54+40.2, 41 RT 0 WATER SLEEVE r z� ^a� STA 54+97.75,� � LOGAN �o � - �� 51 .00' RT Z _-�' AVS No N��: 1 12 45 BEND, MJ x MJ t gSP Lij LOT 6 _ c R A E°q/ `�� �' CONSTRUCTION C/L 53+00 �54 ' 00 TICE _ (� VEL ' 52+00 � _ �o �� ` a.� R/W P�K GENERAL NOTES: GRA TCE — . _ — —arc W �� . - _ Pc EX 96 _ (L/ R/W _ ! - — - - - - - - - - - - — — _ = 5+0 METRO (rj 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS F__-� -� � — --'r � SD00-SD25. - -_ --_ x SEWER �nNZ + ^ A - _ _--.. 8 0 _ _ O 00�� �:.= � - ! CONC PAo wTYF , 48„ SD 1 ' — .: _ _ -� 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT O - '" _ - �,I,�,+� TABLE ( `� 4g" S DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS _,_ _ , NO MORE THAN HALF OF MANUFACTURER'S ------ RECOMMENDED MAXIMUM. _- - , _4 ------ HORSES P/ TNC PA 2„ WECO —1- / (CPA ICICN P VEL) o • 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE - ----_-- WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE N 48 D --- -----— ----- -V _ __~_ '" - = PER ANS AWWA C105 ` k s P _-__ ------ -_�_ I/ - - �— ACT 40,0, 2 W— J C ` — - --- --- - fs m� ... -9jj 0 �4 —. o ----- r�lvs PE AL — --—— - � w � - Z YELLOW rc Q `' _- or AR°`'N TCE — — — I 2( WATERLINE LAYOUT DATA R/W �' -- -� STA 54+87, - -- WATER VALVE -' MIN TCE Ll� STA 53+250 44.8 RT 53+42, 45.6' RT 41 .50' RT RE, PTPT STA OFFSET SETBACK JOINT TRENCH 1 12 GATE VALVE, MJ x MJ 1 -45 BEND, NT pIF 20 BL°G SEE DWGS STA 53+42.90 58.50 RT MJ x MJ SEE pE E OA 52+75 47.47' 9' FROM FACE STA 53+41 .8, 44.1 RT 1-FIRE HYDRANT ASSEMBLY I TgIL 3 OF CURB U32-U35 SEE DETAIL 3 SHEET U27 1 -THRUST BLOCK I DWG U27 I - g 53+43 44.0' I © 54+00 41 .5' z z C I w Lill m m 4f}--- - — Z _ — --�-- — 40 I � I FINISHED GRADE < � O ^ z i @ CONSTRUCTION C/L _ = o � ! r � EXISTING GROUND w 0 0 3 3: x z CONSTRUCTION C/L IN '- it N; N w X XLEGEND: a � ' JOINT TRENCH SEE U49-U52 FOR x �' --- --- -- - --- �� ----- --- - - - - - -- - - - -- -__ -- ----- ----- - PLAN AND SECTIONS C) � 1 o 3e o � zy N 455 LF - 12 W (CL 52 DI) a 1 j I 1 t7j � � w W _ _ _ _ _ -. _ ,_ __ _ __�___.___.-_- �� �__ W SEE SHEET SD05 FOR STORM DRAINAGE > z 0 C, r� uj N W C y LLJ cf) MIN COVER AT 0 W EX CONIC DUCT C L OF PIPE, jYP D _ TO REMAIN I I SEE DETAIL 2, o EL 24. 1 TO 26.9 4 SHEET U27 Q f O z_ In ' U Q + ___ _�__ _ _ z + I O L_l LO U 1 LO E 96" METR SS ' w O H H cn W - - — — W Z_ Z_ J _j RECORD DRA WINGS c • PREPARED BY WHPACIFIC, �-�ti°F W-Alk l EX ME`RC SSM H I FEBRUARY 2010, BASED Q ON CONTRACTOR RECORDS. Q' w/ 9 6 s "P 0035524 4 �� �S G ST Lf) !to N M r� Lc) N C O O li � W O O� 1 �11n � � ��rl ��O �`-I� � 00 Lr, � O� S7OIVAL 00 !00 Of O u7 co 00 O� I O IT- cV r� . N r- _0 � 01 - 0 �' Q ; o ­10 0 0 p Q O p I I01 EXPIRES 06/06/07 00 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55 1 1 V SURVEYED: SCALE: VERTICAL 1 1988 DATE: ■ BHC Consultants, LLC CSR H: 1"=20' HORIZONTAL- NAD ,9�i,99, CITY OF CITY OF RENTON OK: s 720 Third Avenue, Suite 1200 DESIGNED: v: 1"=5' SOUTH LAKE WASHINGTON FlELD800K: ' ■1WH ic Seattle, Washington 98104-1820 DRAWN: Pis RENTON ROADWAY IMPROVEMENTS PAGE. • Tel: 206 505 3400 ONE INCH DRAWING NO: 12100 NE 195th St,Ste 300 ( ) DATU V LI Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKEDL� AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U05 425-951-4800 Fax 425-951-4808 F NOT ONE INCH www.whpacific.com Formerly Division of8erryman&Henigar NO. REVISION BY DATE APPR APPR�,ELCA SCALE ACCORDINGLY LOGAN AVE. N. STA. 51+00 TO STA. 55+50 �"�` 91 °�205 31 `��D�