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Home My WebLink AboutW-4214027Q CV LO co co cz U) 0 N 00 0 Cz U c v N U7 C 0 O U U o)rY z Q Oo z00 w , of 1 3: LL N O cl IL CU x� Z N o w 0) J N in co 30 J � � N a NI CD_ O w N =, x w O o'(0m�i JCl C=>022 C:) m Y E'm cu LO O U o 3 > N xxil v u) N C, N co 0 0 o w a w Y � 3wxcn �U_w w q a U 0- x 30 EX 10" SD- 20 J LL X J X J LL LL LL] m �> �I wl ---------------- ----------------- oma *�E mmmmmm_ w1m - m E-M I ----------- - ------ ----------------- - -------------- Ek 15, v I I I 1 I I I I- I I I I I I I I I I I I I I I I 1 14+50 14+60 Q 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 Q 19+60 19+80 20+00 co U) co H- 3 3 S GRADY WAY 18 _ 0 xX x J WATER MAIN PROFILE 1 UT.02 - 1 UT.04 w 0 w U_ = Ili ...................... ........................ .......1L ........ ........ ...................... .......... ........................ .�. ......... ...................... ...................... ...................... ........................ ........................ ...................... ...................... ...................... ...................... ...................... ........................ ........................ ........................ ...................... ...................... ...................... ... ....... 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CONCRETE 0 ° Q of BLOCKINGS PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL a PROP FH CO o o MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. O wF1 0 O w Z Q3 INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. ................ ................................................... ........0 . . .... ................... w ................... ......... o................. ............... w �................. PROP 12 DI SD a ... .. �u... �... ............... .. ............... ...... sCl-.............. w......CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. 3 a.� .... ................... .W.0.. "" """""""""' ................... ......... """.Rt_.M ' """"' w................. ............. O J................. EX WM TO BE REMOVE a w ... ... PROP 12" D D ::: ::::::.... x . 3 x .w.. w w...... x ... ../-FC- .... .. Q4 INSTALL 1" WATER SERVICE PER CITY OF RENTON STD PLAN 320.1. TAP LOCATION AT . . . . . . . . . . . . . . . . . x.... ........... .........x . W . VERIF IN THEFIEL w_....._ .... `� Ex wM TO BE RE WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. :...............: " .............::.. ..: ................. :::.:.......... � � ::::: P P GAS... :: PR P: FH : . 5 „ E 12..CgNC:SQ : ::. .............: :....: :..........: :.................: :.......: .................. :: :: ..........: ::.....: EX SD TO BE RE VED� � . . . . . . . . . . . . . . . . . INSTALL 1 1/2 WATER SERVICE BEHIND SIDEWALK PER CITY OF RENTON STD PLAN ......................... . . . . . . . . . . . ....................................................... EX S F/I OBE ABANDONED 320.3. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS 2 ................ ........ 2 2 SPECIFIED. ............. ............... .. :::::::.. .: ................. �...18..... . . . . . . . . . . �.. ... ................... ................. :::::: . . . . . . . . . . . ...................2. ....... :::::::::.::TEE: ::N. PROP.1:2��: .::::: I . ............ PER ..aR STD-PLA 300...1.. TEE PROP 12" WM :: ...... ................. G � A PER COR STD PLAN 300.1 ...........6,�. ...... ......: ......... 6 INSTALL 12" POLYPIG STATION PER CITY OF RENTON STD PLAN 300.7. CONCRETE 1 �. X J 1 GA E VALVE 1 BLOCKING PER CITY OF RENTON STD PLAN 330.1. +2� w 0+40 0+60 0+80 0+90 0+20 0+40 0+50 0+20 0+40 0+50 un J 10 CONNECT TO CITY OF RENTON WATER MAIN WITH 24"X12" TAPPING TEE AND TAPPING _ o Q o Y 12" GATE VALVE PER CITY OF RENTON STD PLAN 300.6. CONCRETE BLOCKING PER CITY Uo�>�U z m � c) w J O � a- J S GRADY WAY S GRADY WAY OF RENTON STD PLAN 330.1. CITY OF RENTON TO INSTALL FINAL CONNECTION AFTER Q � + m� - N Q � 00 X 0 SUCCESSFUL PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER CITY OF zo FH 1-STA 16+42 PROFILE �C� FH 2-STA 20+63 PROFILE �D� RENTON STD PLAN 300.6. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, `) 4 1 UT.03 SHORING, BACKFILL AND FINAL ROADWAY RESTORATION. 1 UT.02 16 INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY OF SHATTUCK AVE S RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 18" VERTICAL SEPARATION. CONNECT TO EXISTING 8" DI WATER SERVICE WITH 8" MJ WATER MAIN BRANCH SLEEVE. 1 UT.02 18 DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN T04MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. Ld J 0 Lj I w Z 0' 20' 40' HORIZONTAL SCALE 0' 10, 20' DEVELOPMENT ENGINEERING �- ]�j Michael Sippo 09/11/2024 VERTICAL SCALE S-421427 W-421427 AD -READY SUBMITTAL ' 9. T IDESIGNEDAPPROVED. METRO TRANSIT CAPITAL DIVISION DATE: QP�� wSSFI I. VANBLANKENSTEIN G. FRANCO JUNE 2024 (425) 453 5000 o ti, DRAWN: RAP I D RI D E I LINE 1100 112TH AVE NE, SUITE 500a co t)sBELLEVUE, WA 98004 � 0 King County z A. ZEA & S. NIMS 06/1 2 CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: � d WASTEWATER UTILITY o WATER UTILITY ° SFQ/ST0z"_ �� P.TISSELL E00566E18 MET UTILITY PROFILES 1 UP.01 stowell 08/29/2024 JValdez 09/05/2024 S/ONA1- CHECKED. CONTRACT NO: No. REVISION BY APP'D DATE � �'� SHEET 2�9 OF 473 K. CHANG YUEN CXXX)OCXXX N r O O r N 0 O N O O 0 N N Q J