Loading...
HomeMy WebLinkAboutW-4214028r N q1 ti N 1q r N N a Q CV LO co co U) 0 N 00 0 N C cz U (E L U C V N U1 C 0 0 U rK � U1 z Q 00 z co w o of LL N 0 �I 175 � X 2� U � N z o w 0 >+ � O J O � U) N _ of a� ry o w CL 0 =D X R o O U � m m � 0 NI M �CU a 7E o COY a Q'pCYD LO LO U CIJ o �I am rn N oCD� C, CD U 0 ��w-2 w c o =o �= a O-' � 0 X U_ w Q 0 o w w Z z O O o o z z 10PROP 12" DI SD7 Q w wLIJ w. . X . EG..... F- .. w .. ......... EX WM TO BE RE """ W EX 12" SD TO BE RE VED ::::::::.: : :: :: ::.::::P:R P. FH..: ............ ......... P P'GAS-- ... SEX SS F1V1 TO E ABANDONED .. . .............. ......... .... .. ..6..G TE'VALVE...... ......... 2 ... 1 ...... PER'CO D'STD'PLAN 3 0:1 .... 0+20 0+40 0+50 S GRADY WAY FH-3 STA 22+04 PROFILE 1 UT.03 40. 30- EX 20. ............................................. ::::::: :::::::: :::::::: :::PROP -FH.... ........ ....... ...... :.....: ......... ......... EG :::: ... .:� ................... FG......... ::............. ........... 4"'wM ...:. T'EE.... ....��.. "...AT1*:VALVE . ....TO 'EMi41.N.......... O RE�.. AIN- ... ......... ................... 10+00 10+20 10+40 TALBOT RD S FH-6 STA 11+10 PROFILE 1 UT.05 30- PROF 20- 15- 0 w z O 0 a PROP FH ofin °I °I ............... ............... ................... Q.....w..... �....W.....F x.....� w ... .X ... . .. .. ......... EG..... ......... GAS ----�' :: : :::::: :::::::... ........ . ......�r6"'(_',ATE'VALVE EX M' TO ....... .... ................... ......... ......... ........ ...TE-E ON- PROP •12" M..... ................................. ...... • • • • • •PE I CO•R• STD •P•L•A .300•.1• �E REMOVED 0+20 0+40 0+50 S GRADY WAY FH-4 STA 24+16 PROFILE ("_F� 1 UT.04 F PROP 12" DI SD PROP GAS. EX SD TO BE REMOVED 0 w z O 0 z Q m w O . �....... �..... w a ..... w.....tx.....}.x............... :... ......... u, .. ...... ......... ...... • • • • • .. .EX SS FORCE MAIN TO BE REMO VED AT CROSSING 8,". GATE ALVE ........... ......... :: TEE :ON ... ................... ......... .... PROP' 12"' M ............... ......... 0+20 0+40 0+50 S GRADY WAY 8-INCH WS RELOCATION 1 UT.03 S GRADY WAY SS FORCE MAIN PROFILE 1 UT.03 - 1 UT.04 30- 20- 15- "'�' '"'^ ""'^ USE EXISTING CHF "' CONNECT TO EXISTING MANHOLE PENETRATION WITH KOR-N-SEAL 1 106 SERIES BOOT CONNECT( :......:....: . ................ .. o ..... :::::... E�7 :::::::::: PROF ......... ................. .....� .......... ......... ......... FG..... :::::W :::.:...... ....... ................: .................. ................. ................... 7 EX:1 . ....... ..........E'-rLlz-:,'. GATE -VALV ......... ...........ON:P:RQP::l2:" VUIVI:::: ............PE 'COR'STD'PL 1V'300: FH 0+20 0+40 0+50 S GRADY WAY CONC SD FH-5 STA 14+64 PROFILE G 1 UT.04 WATER MAIN PROFILE 1 UT.16 AD -READY SUBMITTAL 7 (425) 453-5000 Jacobs 1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 19 WASTEWATER UTILITY �' WATER UTILITY (D No. REVISION BY APP'D DATE jstowell 08/29/2024 JValdez 09/05/2024 25 DESIGNED: I. VANBLANKENSTEIN DRAWN: A. ZEA & S. NIMS CHECKED: P. TISSELL CHECKED: K. CHANG YUEN PROP HDPE SS FORCE MAIN EX MH K GRAVITY SS NEW PIPE CONNECTION TO EX MH DETAIL rl� NTS WATER & SANITARY SEWER NOTES 21 INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. 22 INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER. 24 VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED TUBE WITH MECHANICAL COMPRESSION COUPLING. 25 REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO EXISTING SANITARY SEWER MANHOLE WITH KOR-N-SEAL 1 106 SERIES BOOT CONNECTOR PER DETAIL 1. 28 INSTALL NEW 10" DUCTILE IRON WATER MAIN. 29 INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER. APPROVED: G. FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX King County METRO DEVELOPMENT ENGINEERING Michael Sippo 09/11 /2024Nj 0' 20' 40' HORIZONTAL SCALE 0' 10, 20' VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT UTILITY PROFILES W-421428 DATE: JUNE 2024 DRAWING NO: 1 UP.02 SHEET NO: OF 210 473