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HomeMy WebLinkAboutzW-369301 Set. . . ....... . 9r. 1 an STA "S" 16+90 47,48' LT ra GI 47 CAP PROVIDE BLOW -OFF --4STA "S" 17+64.55 3 LF ROW 47.48' LT Of-D—E]Fb—BFD—BFO—ElrU-13FO—BFO- __MiM_ RZ5 DEFLECT PIPE -6* I ROW L LE4GPITH�� — — — — — — - 4!' DIP CL 52 - 115 LF1 W w 'w 19 W—W—w w— w- W—w- p PROPOSED WATERLINE f 42' DIP CL 52 - 58 LF STA "S" 19+56.20 42.00' E LT CONSTRUC STA "S" 17+06.32 .. . .. . .. .. DEFLECT PIPE 1.2' LIT i \ v / 47,48' LT 4" 11.25' VERT SEND (Mjx mj)jl-� 5k CONSTRUCTION rE "S" LINE ---7 4�' DIP CL 52 - 116 LF 8 19+00 20+00 1 0 18+00 ------ CONSTRUCTION Q "S" LINE 16+00 17+00 ------------ STRANDER BLVD,, 7 CL SS RD I -&T44AFDER-BL-VD -- — — — — — — — — L) 2" SERVICE LINE - 89 LFXJ3 . . . . ...... ---------- ---- ROW STA "S' 16+57.17 ? 35.75' RT 3 2" SER=E METER / FB - O-4B FOR CONTINUATION SEE PS DWGS GENERAL NOTES: 1. SEE 'V SHEETS FOR GENERAL NOTES, ABBREMATIONS, AND REQUIREMENTS PERTAINING TO WATER UTILITY INSTALLATION. 2. REFERENCE CITY OF RENTON STD PLAN - 300.0 FOR ADDITIONAL WATER UTILITY INSTALLATION AND TESTING REQUIREMENTS. 3. SEE COMPOSITE UTILITY PLAN SHEETS FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AMC CABLE LINE APPROXIMATE LOCATIONS. 4. PIPE ZONE, BEDDING, AND BACKFILL PER WSDOT STD PLAN 0-55,20-00, CONSTRUCTION NOTES: (D INSTALL THRUST BLOCKING IN ACCORDANCE WITH 1'�) CITY OF RENTON STD PLANS 330.2 AND 330,3 333DI Rh Averwo South, Sulle 300 INSTALL 2' SERVICE IN ACCORDANCE WITH CITY OF Federal Way, Washington 98003-2690 (206) 430300 Fax: (206) 431-2250 RENTON STD PLAN - 320.2. ID INSTALL BLOW-OFF IN ACCORDANCE WITH CITY OF LE RENTON SID PLAN - 3401 a RESTRAIN FULL LENGTH. ............ N rz a FEDAJU t STFUL-1 276(004 HPP-1 276(005) 4.0 Berp-crABAM CALL 48 HOURS 1'�) BEFORE YOU DIG 333DI Rh Averwo South, Sulle 300 1-800• 424-5555 Federal Way, Washington 98003-2690 (206) 430300 Fax: (206) 431-2250 ................... ................. Go ac 40 3a 29 to .......... .......... .................. ................... ................. . .......... ... .................. ........................... ............ ........................... .......... ...... . .... M P ........ X 1 DEPTH: .. .............. 2F :BURIAI: ....... UNDER :E ................. JTUIRE: FIN SHED: I.GRI IDE ................ ....... ........ I ............ ...... ...... ............................... ........ W: MR I.: DEPTH: • F:BIL(R[AC'UNDER'F( TURE: FINI '�HED:GRAIJE: PI -E: AND: L� ........... RGER) .......... .................................. ............... .............. ........ ............ ol-i .... ........ ... ................. ... j0W'A.E.ANp:5)IAm.R : ....... ...... ... . .. ......... ........ .. ........... .. ......... ......... 7 ..................................... .................. ............... ... ................. ... ................ ... ...... .................. EX nNG :GR UIN[I VER ..... .................... :WXT-ERUIPE: ........... .......................... ...... ..................... ------------- . .. .............. � :: : : : : : .......... .................. :: ..... ......... ........ .. ....... .................... ................ .......... Zl� : : : : : : : : : ..... ..... ............ ...... .......... ........ .......... ..... .. . .. ..... ......... ..... ....... ... ......... ......... .. ................. ....... 'n ............. ........ ......... ................ .... .................... .......... - — ------------ ............. ... ......... r58 LF 192 LF 0 .. .......... .... 4 DI .... ...... . ...... 4 DI ............. ....... ...... ............ ........................ V' DI ............ .. ........... 6 LF 0 19.89% ........ ... ................. ::::::::: ....... .......... r ::: ..... ................. V' DI ................ . . .............................. ..... ::::::::: ....... - :::::::: . ......... ................... ............................ ... .......... 4 I .................. :1: ........ PROFILE SCALE: 1"=20'(HORIZ), I"-10'(VERT)W Line (W Line -LINE) AS SHOWN NAS MIN NO. REVISION BY DATE APPR BO BE] 40 20 M 0 20 0 20 40 scale feet CITY OF STRANDER BOULEVARD EXTENSION RENTON PHASE 1, SEGMENT 2A Works Coppid/mt WATERLINE EXTENSION TF-- ,d F. a U, r� NSION PLAN AND PROFILE WA– I y SHEET i mon P.E. ate te –TT 83 2, CV Q c R 0 1 O Z m a . ..... ,..: STA "S" 24+08.77 STA "S" 21 +67.50 - ` '' `' - — 22,50' LT 22.50! LT 2 - 96 40.50' LT I DEFLECT PIPE 1.8' LT "I - - 12 °x4" REDUCING TEE MJxMJ STimmin +67.50 I { ) STA "S" 24+00 50 " ® 22.50' LT STA S" 21 +87.50 PR BLOW -OFF 32.50' LT 1 PROVIDE AIR RELEASE VALV ___ ROW 12 °x8" TEE (MJxMJ) - - -- - -- PROPOSED WATERLINE --q 12 " DIP CL 52 - 18 01P CL 52 - 9 LF STA "5' 21+7750 "W" IJNE STA °S° 23 +90.07 50 yyyy W 32.50' LT 2 12" OIP CL 52 - 204 LF DEFLECT PIPE 0.9' DIP CL 52 - [.F ; (8 12" DIP CL 52 - 18 12" DIP CL 52 - 10 LF W W W 111 " 21 +67.50 W W W L W W W LT 120 LF MIN. RESTRAINED LENGTH _ STA "S" 23+71.37 1 ° TEE (FLXFL) "S" LINE 22.50' LT GATE VALVE (FLAQ DEFLECT PIPE 0.9' LT 4' DIP CL 5 I - -- TA "S” 21 +67,50 Q tl50' RT „4 4 2 CAP (MJ) ROVIDE 2" BLOW - FEOAIO: STPUL- 1276(004) BFa BFO co I - -- TA "S” 21 +67,50 Ld tl50' RT „4 r 2 CAP (MJ) ROVIDE 2" BLOW - FEOAIO: STPUL- 1276(004) m HPP- 1276(005)r< i., ) Berg QI 72I I BEFORE YOU DIG 3330191h Avenue South, Suite 30D 1- 800 -424 -5555 Federal Way, Washington 96003.2600 (206) 431 -2300 Fax: (206) 431 -2250 5 + I 21+00 BLEND FETING. STA 'S' 21 +67.50 cn I 21: 32,50' RT 1 STRANDER BLVD I 8 12° DIP CL 52 - 55 LF 12 "x6" REDUCING TEE (MJ) F--I U � W - -- L - - Z I - -- TA "S” 21 +67,50 tl50' RT „4 r 2 CAP (MJ) ROVIDE 2" BLOW - FEOAIO: STPUL- 1276(004) m HPP- 1276(005)r< i., ) Berg QI 72I I I STA "S` 21 +77.50 32.50' RT I-- - -•s >� _,___. _ _ STA "S" 24 +53.21 STA "S' 24+27.48 d 29.18' LT "1' 5 22.50' LT 12° 45' HORIZ BEND (MJxMJ) ' DEFLECT PIPE 1.8' LT 12" DI {EXISTING) do IF MIN. ... •'�: •_ � _r.___ -- 12" DIP CL 52 -- 11 LF 8 52 - 18 LF w` 25+00 lip CL52 -16LF 24 +00 STA "S" 24 +4444 r - 22.52' LT ' 12" 22.5' HORIZ BEND {MJxPE) 1 12" 11,25' HORIZ BEND (MJxMJ) - DFFLECT FITTING ASSEMBLY AND P]PE 5' LT I W s � z h •+i � e i so r FEOAIO: STPUL- 1276(004) m HPP- 1276(005)r< i., ) Berg a CALL 4$ HOURS BEFORE YOU DIG 3330191h Avenue South, Suite 30D 1- 800 -424 -5555 Federal Way, Washington 96003.2600 (206) 431 -2300 Fax: (206) 431 -2250 5 .. .... .... ....... .: ....... 50 90 ,A AJ. .EP. :pE. 1T 1: F: ..I. t3t1R "AL N. 'F U . pRR . T ..N FINISHED. tlRE: FI . ......... E:' ": - A • P � ..Qk1R Al; . pF:R : E. STING: CROWD:: .'- ::4': Ul .: ]DEPTH:: F: BURT UNDER: F RE FIN1 HED :GRA E: (12 PJ E: AND: RGERY . �- : A - MIN. 1?EPTH::0 : BllRIAL : NDEI�: EXISTING GRO ND: (12.. PE AND: ARGER� ,.. ::::3': Ml .: 4EPTH F:13URIAC iIN�FR: TURD :FINI HED -GRA E: (1b ": PI L ;ANb:'s ALLE+T) : ::3`• MIN. ulipi . 'v : CURIAL : NDER: LA s: c a TIN R ND: 10': aI�L :AND: CALLER ... ....... ... ....... 4 RfJPOSEp :P.liTk1RB: ..� ..ID: • W SH D� :p+V� � :VYA:iER E 11 LF ® 0.00% ......... ..0 • •R - -• . 2„ 1 DE :..... . EX S I T1N ROUN R 110 : WAATE LINE:: ..... ....... 3 30 .... ..... .. ... _ = _ _ ......... ......... ....... ......... ......... ......... ......... .... 204 LF 12„ 1.50% .. DI ; 18�LF 0 0.00% -- ::..": .. 12" DI (EX15T1NG) 2 20 ......... ......... ......... ..... 98 LF 0 0.00% ::::::: ....... ::::::::: :.':::..' ::....... ......... ::::::::: .__...... ......... :::::: : :: ... ...... : :. : : ::::: . :: 12' 01 . ........ .. 4" DI 10 LF ® 0.00% R.00% 12 D 1 . .... .. . ... . . . . . ........ is ... ......... ......... -e j5 LF 99 0.00% .. ......... ......... ......... ::::::::: ::::::: ::: :::::::::::::::::::::::::::: 18 LF ® 0.00% 18 LF 00-00% " 12 DI 12„ DI " DI .. .. GENERAL NOTES: 1. SEE SHEETS G5 & G6 FOR GENERAL NOTES, ABBREVIATIONS, AND REQUIREMENTS PERTAINING TO WATER UTILITY INSTALLATION, 2. REFERENCE CITY OF RENTON STD PLAN - 300.0 FOR ADDITIONAL WATER UTILITY INSTALLATION AND TESTING REQUIREMENTS. 3, SEE COMPOSITE UTILITY PLAN SHEETS FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LINE APPROXIMATE LOCATIONS. 0 4. SEE WSDOT STD PLAN B- 55.20.00 FOR PIPE 0 E BEDDING AND BACKFTLL ZONE, , CONSTRUCTION NOTES: 0 ALL THRUST BLOCKING IN ACCORDANCE WITH O INSTALL CITY OF RENTON STD PLANS 330.2 AND 330.3 INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE 0 WITH CITY OF RENTON STD PLAN - 310.1. INSTALL 1" AIR & VACUUM RELEASE ASSEMBLY IN ACCORDANCE WITH CITY OF RENTON STD PLAN - 0 340,3. , CONNECT TO EXIST 12" MAINLINE IN ACCORDANCE WITH CITY OF RENTON STD PLAN - 300.5. © INSTALL BLOW -OFF IN ACCORDANCE WITH CITY OF RENTON Stu PLAN - 340.1. Q7 VERIFY PIPE SLOPE BASED ON DEPTH OF EXISTING 12" D[ PIPE. ADJUST SLOPE AS NECESSARY TO DFEEC IF GRADE PROFILE DIFFERENCE EXCEEDS JOINT LIMITS. SCALE: 1°= 20'(1-10RIZ), 1 "= 1O'(VERT)W Lino 20 0 20 40 (W Lfne -LINE} ® RESTRAIN FULL LENGTH. scale feet �°w°9�� CITY OF STRANDER BOULEVAFID EXTENSION 12/5/tt Maas As s11DwN '�' RENTON PHASE 1, SECMENT2A or �onort"�e on WATERLINE EXTENSION PLAN AND PROFILE 11}!A -2 N0. REVISIO14 BY DATE APPR � "C£A O�" `� obe V. Ha son P.E. �' aka SHEET2 "`" 84 `22 r FEOAIO: STPUL- 1276(004) m HPP- 1276(005)r< i., ) Berg a CALL 4$ HOURS BEFORE YOU DIG 3330191h Avenue South, Suite 30D 1- 800 -424 -5555 Federal Way, Washington 96003.2600 (206) 431 -2300 Fax: (206) 431 -2250 5 GENERAL NOTES: 1. SEE SHEETS G5 & G6 FOR GENERAL NOTES, ABBREVIATIONS, AND REQUIREMENTS PERTAINING TO WATER UTILITY INSTALLATION, 2. REFERENCE CITY OF RENTON STD PLAN - 300.0 FOR ADDITIONAL WATER UTILITY INSTALLATION AND TESTING REQUIREMENTS. 3, SEE COMPOSITE UTILITY PLAN SHEETS FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LINE APPROXIMATE LOCATIONS. 0 4. SEE WSDOT STD PLAN B- 55.20.00 FOR PIPE 0 E BEDDING AND BACKFTLL ZONE, , CONSTRUCTION NOTES: 0 ALL THRUST BLOCKING IN ACCORDANCE WITH O INSTALL CITY OF RENTON STD PLANS 330.2 AND 330.3 INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE 0 WITH CITY OF RENTON STD PLAN - 310.1. INSTALL 1" AIR & VACUUM RELEASE ASSEMBLY IN ACCORDANCE WITH CITY OF RENTON STD PLAN - 0 340,3. , CONNECT TO EXIST 12" MAINLINE IN ACCORDANCE WITH CITY OF RENTON STD PLAN - 300.5. © INSTALL BLOW -OFF IN ACCORDANCE WITH CITY OF RENTON Stu PLAN - 340.1. Q7 VERIFY PIPE SLOPE BASED ON DEPTH OF EXISTING 12" D[ PIPE. ADJUST SLOPE AS NECESSARY TO DFEEC IF GRADE PROFILE DIFFERENCE EXCEEDS JOINT LIMITS. SCALE: 1°= 20'(1-10RIZ), 1 "= 1O'(VERT)W Lino 20 0 20 40 (W Lfne -LINE} ® RESTRAIN FULL LENGTH. scale feet �°w°9�� CITY OF STRANDER BOULEVAFID EXTENSION 12/5/tt Maas As s11DwN '�' RENTON PHASE 1, SECMENT2A or �onort"�e on WATERLINE EXTENSION PLAN AND PROFILE 11}!A -2 N0. REVISIO14 BY DATE APPR � "C£A O�" `� obe V. Ha son P.E. �' aka SHEET2 "`" 84 `22