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HomeMy WebLinkAboutWTR2703149_7 �IREC� CONC RR XING SIGN GRAVEL IS/, SCALE r ti A� Spy <T CfjR�B \ 0 - 20 0 10 20 40 Ms, U y . �CrREEr ' �yq \ O o / G�✓ 'G BOEING COMMERCIAL o S/ \. �h \ Iq 10 0 AIRPLANES SIGN ��y FEET ) • STA 63+89.2, 36.9' ��- o STA 62+80.3, 30.5 RT W BED; COAIC GARBgGAD AN 1 -12" GATE VALVE, MJ x MJ \ _ _ --__�----- - GR,ass 1 -12�� TEE MJ x FL �., -_ s-------`�- -� -12 GATE VALVE, FL x MJ �< r° _ ►� - `' 1 -12" STUB W/ MJ CAP '°;� _�— EICONSTRUCTION NOTES Ac EX 96 METRO SEWER 2-THRUST BLOCKS r A STA 61 +05 - _ A - 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. > >, ---,.- ,- ,�- ,_ __— 8 L _ T ' BEGIN 400' R CURVE -'-' � --����� �� o°�T 2. REMOVE EXISTING CB AND STORM DRAIN. , � STA 63+74.2, 3 6.5' RT X .. '°% _ ____.- - -- TEE n Q CONSTRUCTION C/L - s 00 3 59' R ZcoNcicAAB -, TICE —__— _-----_"s _ -- 2vLj - _ s -- - _ 0 PIC��TYP.) R/W ,. --` I �� 62+00 ASP 1 _ TICE _- _ — Y �F O FIRE H HYDRANT ASSEMBLY HALT _ 63+00�oA ~� s�� A SEE RENTON STD PLAN B 102. � 14' FROM FACE 1 +0 0 _ � R W OF CURB - -- 6 _ 4. WATER CROSSING UNDER JOINT TRENCH +0 0 64 WITH 12" CLEARANCE. SEE DETAIL 2, DWG U27. 1'2w -P- 12 W D Q — — E o --' ,.,---- ��F, ��� _ 4_ - ==-- _ 4 `�°"� GENERAL NOTES: 48 5 L.- F �- --- -- _ 8 SD t� O 1?" 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS SD00-SD25. -13 y` ' 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS �I NO MORE THAN HALF OF MANUFACTURER S TICE � Q _ 2 bpi. _ RECOMMENDED MAXIMUM. ��4- � y�l { " .,��,�; 4" _ :-- � — � STA 62+77.5, 67.7 RT ��� ���© �' �� — � �jw Z 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE G 7 WATER STUB __-_ �`. � I 0 -- a p041228001 � c. N �'aL Go SETBACK iNE `' T PER ANSI AWWA C105. E / `-/ R - JOINT TRENCH STA 60+60.21 , 15.64 RT SEE DWGS ��° ,� WATER ELEVATIONS APPROXIMATE WHERE NOT NOTED ----` FIRE HYDRANT ASSEMBLY � TA 63+85.86 58.94' RT •� U32-U35, TYP FIRE HYDRANT ASSEMBLY SEE DETAIL 3, SHEET U27 SEE RENTON STD PLAN B102 z, 1 ' I Z Q I WATERLINE LAYOUT DATA Z w � Q i o O z p o � I � �� � v I � � � � � + � � I N PT STA OFFSET z O z rr) i Z i O — Z O w 0 Q o "' w I z rY L-LjLLJ � Y z I w O 61 +5 0 2 3.2' r z w `r � � ! FINISHED GRADIE o Q > + Z - o ,, , w — -- _: Q Q O_�__ - M o B 62+00 27.9 z - - -- CONSTRUCTION C/L_ o w I �- I � i z � � Cal C (� a � y xo ` Z ' N - � � �' cL � Q > � � L � cnN : � © 62+50 28.3' w I O EXISTING GROUND --. N CD Q I I @ CONSTRUCTION C/L X � w xw x x ocnow xw ,< co LLi00 w x w _ w w w o � L I �D 63+00 31 .8 1 I Q - - --- --:- - - - --- ----.-- f-.. 6 3+50 3 5. 1 ' 30 >v y N- , I O ❑ CD z0 O 1 - - - - - - - - - - - - - ------- - - - -- - ---- - - - I - - -- -- O 64+00 37.0' °° I I I J I 64+50 39.0' d W ---�- �� I - --�-��--- �- w 6 5+00 RETURN TO PLAN ELEVATION i 'yC o T.o P. 21 .1 T.O.P. 20.9 o LEGEND: c w _ w z W 4 6 LF 12 W (CL 52 DI) w JOINT TRENCH SEE SHEETS 2E} - o 20 v U49-U52 FOR PLAN AND SECTIONS 4'-0" MIN COVER AT I I I I O C/L OF PIPE, TYP I i O O ' to i I SEE GENERAL Ico I NOTE 2 I RECORD DRA WINGS I PREPARED BY WHPACIFIC Q I I { Q FEBRUARY 2010, BASED (n 10 �- 10 N ON CONTRACTOR RECORDS. I I # Z I � I � w I Z J J C . A `A c F- 1 COD i y � a � i 0035524 (V O t\ I tC) r- I►� (� tAafl 00 r� (c0 In SlOiVAL O n 00 (b 0-) 001� n Ln;-4 �tl� N Q0 NI' ` 00 •io NIN N O O �'07 M "I m 00 00 I c 00 00 00 03 00 i 00 DD a' 0� 00 0� II� EXPIRES 06/06/07 NI(V CV N N NIN NI(V CV N N N N N NI(V N �;N N N N p 60+50 61 +00 61 +50 62+00 62+50 63+00 63+50 64+00 64 SURVEYED: SCALE: DATE: d 1 RECORD DRAWING HCS 3.12.10 M V CSR H: 1"=20' HORIZONTAL: NAD 1983/1991 CITY OF RENTON 4/17/06 IWH aci I( BHC Consultants, LLC CITY OF ■ 720 Third Avenue, Suite 1200 DESIGNED: V: 1"=5, SOUTH LAKE WASHINGTON �B°a`' Seattle, Washington 98104 1820 DRAWN. PLS \ — RENTON ROADWAY IMPROVEMENTS DRAWING N�: ' 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATU M Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U07 W IF NOT ONE INCH 425-951-4800 Fax 425-951-4808 SCALE ACCORDINGLY www.whpacific.com Formerlya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE LOGAN AVE. N. STA. 60+00 TO STA. 64+50 s"�` 93 °F'205