Thomco Construction Inc. 6/14/2021

a- r BM - s MI MI i I OM M MI - nal NM r I MN MI- f -� 0x WATER CONSTRUCTION NOTES 44()�) 6 FURNISH&INSTALL HYDRANT IN ACCORDANCE WITH STANDARD �Ir},)} DRAWING 507. i�7;'t B SALVAGE EXISTING HYDRANT. 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH 7-09.3(19M OF THE SPECIAL PROVISIONS. e 10 VAC10R POTHOLE EXISTING UTILITIES MIN.OF FOUR BUSINESS S DAYS PRIOR TO ENCOUNTERING BURIED WTOI1ES INSTALLATION 73 TO DETERMINE IF CONFLICT EXISTS. 4403 4409 4415 p,� 40,53 "'6"BEND 45'O9 - 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS AREA.0.]5"[P 0.75•CP M21 CONTACT MARDY PONTENEY AT 425]548053 MAINTAIN I' 0.]5"CP 22 0.75"CP ® SEPARATION BETWEEN GAS UNE&WATER LINE.BED EXPOSED _ GAS MAIN OR SERVICE WITH SAND IN ACCORDANCE WITH SP y 22 . ,S RESTRAIN ALL JOINTS •�.; 3.22. 13 CUT&CAP EX.PIPE IN ACCORDANCE WITH 2-03.3(5)OF THE 24 ED 22 ' - 4 BETWEEN CONNECTIONS TO • U CONCRETE THRUST BLOCK IN ACCORDANCE WITH]-09.3NI)OF " 24 B'GATE VALVE-- CD - EXISTING SPECIAL PROVISIONS.ABANDON EXISTING PIPE IN PLACE. THE SPECIAL A �AD`1 RIDGEMONT DR 24 �0 �� =d . _ 19 CUT&CAP ER.PIPE N ACCORDANCE WITH 2-02.3I5IOF THE y d �� v "L B"Cu11E VAl=E 20 AFTER cry FORCES SHUTOFF VALVE,REMOVE VALVE BOX, ]k I �� 30 8'K6'TFE'- Y -8•x8'TEE /2 AIR/VAC SPECIAL PROVISIONS&BUND FLANGE TEE. R'DI n 24 24 REMOVE L& MET _ // - _8'GATE VALVE-� --REDUCED B K fi _ 22 REMOVE EXISTINGMETER BOX&PROVIDE NEW METER BOX. 6`DI 24 INSTALL NEW I`SERVICE IN ACCORDANCE WITH DETAIL 3/D1. x X x z X X X + X % z X X X X X X K X X .X X X X-..K32 X X XXX X X X X % 2xI z x K I0 % X 1 ' RESTRAIN ALL JOINTS �.. �/X K X ,% 20- -6"BEND11.25• 'BETWEEN CONNECTIONS TO ^/ 4414 I ' • -6 41'REDUCER() EXISTING 22 4402 V = zz - - SEE DRAWING C2 a75'CP 1410 0 75"CP / 0.75 m -6•x 6"TEE FOR ROADWAY RESTORATION 0.75'PE l/ 0.75..CP 0 28 A0ip0 s-X.R -Til 2O US. 6'GATE VALVE e)-41' B X X R EXISTING PIPE TO BE ABANDONED IN MACE 1.1 I. ©NOTE: 4414 1. PROVIDE THRUST RESTRAINT AT ALL FITTINGS AND VALVES,IN 4402 > G4:); ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.31211. i PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH.' OLYMPIC AND RIDGEMONT PLAN W^ ¢ N THE LENGTH SPECIFIED IN TABLE SAON EACH SIDEOF FITTING. G g D SCALE:1"=20'-0` c i _+ 10 10 - .. °.FEET 10 sss � � N : 8g W r R: GW ........................w...�............sss zss- •255 . S R >C 0 U aN m 8'GATE VALVE 250 o „ EX GROUND uW G i z i - .... - - .. Wi o n e "' IB'GATE VALVE 8'X B'TEE B`GATE VALVE 5 y DI (MATCH FITTING( REDUCER B K 6 B K 6'REDUCER 245• = so z ^' ._ .245 245- B•a •245 O 'Er^ $ 8"xb`TEE 6"K6'TEE 240- a O 3 EX GROUND _ 6"BEND 11,25' B•0 ND 22S' -240 •24p 8'X8'TEE .240 X,, w y7y s E` -1 ,_. (MATCH FITTING( ';R w e 'n r 3 - W 2'Alp/VAC J23S- .B•a v •235 235• • • �$ 3949040.00 40.20 40.40 40.605 RIDGEMONT PROFILE STA 39+90 TO STA 40+60 230 SCALE:HORI2:1,20'VERT:1"=5' Ep - ' #� EX8"SWR MAIN F] 225- 1 f •225 3 220. . . . . . ' '4! 28E501BR60 28080 29M0 29.20 29.40 2990 29480 30400 30420 30440 30.60 30180 31400 31420 31440 31160 31080 32000 32.20 3244032.500 Is 3 it OLYMPIC AND RIDGEMONT PROFILE STA 28+50 TO STA 32+50 4 g SCALE HORI2:1'=20'VERT:1`=5' •44 , EVERETT (�°""' "" ADDENDUM I* 1 " " ? PUBLIC WORKS WATER MAIN REPLACEMENT V WATERMAIN PLAN AND PROFILE W4 >i NO DATE APRVD R2350 R ..').„.— OLYMPIC AND RIDGEMONT /J B PLANS ISSUED FOR 1,4. MN'Cee°'N.eet WORK ORDER 3730 STA 28+50 TO STA 32+50 /// ¢j BID --AONST RECO DATE6 yc�co [melt WA9ei01 9/ ` ACTION DALE APRVD I ACTION MRVp I ACTION PATE APRVD 1 q A 41515]e&)0 emeHwR.ORx REGION-10 1 STATE WA M