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HomeMy WebLinkAboutW-398301OP / Ixl j ���gg q II i II PI I APPROXIMATE LIMITS OF 113 )> II'�; 2H:1V SLOPE 36" 36" / 11 II (/ PROPOSED BARRIER I � pP HYDRANT PORTS TO ' OF BE LOCATED ABOVE TOP OF BARRIER — pp ��' I �•'� ' INSTALL TEMPORARY PROPOSED END CAP AND BLOW OX' �•' EX 6" G OFF ON EXISTING PROVIDE PAD FOR HYDRANT BARRIER .'� ' WATER STUBS WITH COMMON BORROW p ""-' 1 �� PER WSDOT STANDARD SB 1-405 TO OP / 1 `�� TOSPEC. 9-03.14(3) COMPACTED SR 167 RAMP ^pl � ' 1 1 / S ALL 16W111 I OL O� 2H -1V SLOPE --- r MAI TAIN A 8 REMOVE EX. FIRE HYDRANT ��• /,� 6" GATE VALVE FLxFL / COLUMNS ' PIPES A AND EX. 8" WATER ��' PROPOSED �� ( ) OF NEW FIRE H NT SEMBLY PER CI RENTO STANDARD NEW SUPPORT HYDRANT ST dFj1 ; ��' 4:1 SLOPE 8"x6" REDUCER (MJxFL) THIS E " G.V�,• 1.8" 45° BEND (MJxFL) �� PLA 0.1 I 1 I 1-8" 22° BEND (MJxFL) SB4 STA 12 3.15 (67.97' LT) I X 8" ATER (BPSED ON WSDOT CONCRETE BLOCKING? , —'' � NEW 8" DI �!- \ HYDRA T INSTALLATION PLAN SB405 1209+99.77 , i l(22.87' LT) y I 1 ATTACWED TO WATER SERVICE HYDRANT SETTING AND PROPOSED AGREE ENT WITH CITY OF RENTON PLAORIENTATION DETAIL BARRIER DATED JUNE 2, 987) CHECKED FOR COMPLIANCE WITH 3I /-, I CITY OF RENTON STANDARDS / .'��1, I !f CONNECTION DETAIL ' S8 6� FtPMP ©�" �I i ;f WATER UTILITY �� NOT TO SCALE REMOVE EXISTING SR 1 �i FIRE HYDRANT / // Abdoul Gafour 07/18/2017 _ j j/ '��•� i EX ',WCONNEC IO9 D TAI: / y,r'' I 111 /� EXISTING VALVE 'F' / 111 / = WSDOT SHALL OWN INSTALL TEMPORARY -'j/ ii 1A1 I I AND MAINTAIN ALL END CAP AND BLOW I, / i .�'�• I I. ' PIPES AND OFF ON EXISTING I WATER STUBS 7 r HYDRANTS WEST OF 6" GATE VALVE (FLxFL) I• THIS EX 6" G.V. 1-8" 45° BEND MJxFL 8"x6" REDUCER MJxFL k- / '✓ / /� ' ' 1-8" 22° BEND MJxFL (MJxFL) 3 EX 6" G.V. CONCRETE BL CKIN �. 3 NB405 (37 59' R209+5.6.21 T) NEW 8" DI �Ir REMOVE E G I . " FIRE H NT F I .'•� I ,1•i! EX 8"x6" TEE REMOVE EX. HYDRANT SETTING AND W,� 1 II I 8" WATER 3 ORIENTATION DETAIL LOOKING SOUTH REMOVE EX. SUPPORT 13j,�'� .y��I I �y FIRE HYDRANT I �\ LLja COLUMNS /v1' ; ' 3 m.'�#M� 36.. 36.. ,!� -' // /,� I•'�'� `' Q 'T� i I jl I y PROPOSED BARRIER HYDRANT PORTS TO ��yBE 'PROPOSED 1 �A OPLOF BARRIER VE WALL (TYP.) I I CONN CTION I 1-8" 45° BEND (MJxFL) PROPOSED '(O �' ! 3 DETAI 1-8" 22° BEND (MJxFL) BARRIER CONCRETE BLOCKING S �.•' ��: I 3 u 8 NB405 1209+40.75 � � • � I ,1,y6 (67.66' RT) 3 NB 7 TO NB 1- 05 6RAMP PROPOSED /� 3 - ,,,BARRIER I I \ I I CONNECTION DETAIL \ i NOTES- - NOT TO SCALE 1. ALL NEW PIPES AND HYDRANTS SHALL BE PRESSURE HYDRANT SETTING AND NEW FIRE HYDRANT ASSEMBLY �� I TESTED, CLEANED AND DISINFECTED PER CITY OF RENTON m 1 STANDARDS BEFORE FINAL CONNECTION TO EXISTING ORIENTATION DETAIL PER CITY OF RENTON STANDARD �I I10 PLAN 310.1 III I I y. WATER STUBS. LOOKING UP STATION NB405 STA 1208+17.50 (68.58' RT) 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG 1100 SERIES OR ROMAGRIP / I I I I I pj 1 0 25 50 OR APPROVED EQUAL. , /_ j� I pj I SCALE IN FEET m 'a ISO. 3 FILE NAME c:lpwworkingXnai\_x_smesicld03219921C8811_DE_UTD14.dgn TIME 10:22:35 AM REOOON STATE FED.AID PROJ.NO. y`P oR wnaH�tr MMM PLAN REF NO Adw DATE 7/111/2017 10 WAS �`v���� ca�� MM 1-405 / SR 167 INTERCHANGE UTD14 PLOTTED BY SMesic 2 DESIGNED BY B. HELSLEY JOB NUMBER - DIRECT CONNECTOR w Washington State SHEET ENTERED BY G. RIMANDO REV 0 -RFC 7/13/170� 3 747 0 =� CHECKED BY J. ZIGWEID REV B -FINAL REVIEW 5/4/17 CONTRACT NO. LOCATION NO. �s �C1Department of Transportation I OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 3/17/17 sIONaL �� 7/13/17 WATER DETAIL PLAN - TALBOT ROAD REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX DATE P.E. STAMP BOX DATE FIRE HYDRANT RELOCATION SHEETS