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WRAP PIPE AND ALL FITTINGS WITH 2' MIN <br />THICK FIBER GLASS PIPE INSLULATION WITH <br />ALUMINUM COVER. SEE SHEET ELEC DWG'S <br />FOR POWER OUTLET DETAILS. <br />TEE SS TEE & <br />PIPE NIPPLES, TYP <br />2" SS UNION, TYP <br />2" SS PIPE, TYP <br />SECURE HOTBOX TO CONC SLAB PER <br />MANUFACTURER SPECIFICATION <br />FINISH GRADE —\ <br />#4 BARS AT 12" OC EACH WAY IN <br />CENTER OF SLAB. ADJUST BARS AS <br />REQUIRED UP TO 6" BUT WITHOUT <br />EXCEEDING THE 12" MIN SPACING <br />FOR CONFLICTS WITH PIPE <br />PENETRATIONS. SEE SPECS AND <br />SHT S1.3 FOR REBAR DETAILS. <br />2" HDPE DOM W — <br />2"x9O' HDPE BEND <br />FROM WM —11I <br />3/4" FREEZELESS YARD HYDRANT, <br />WATTS FIBERGLASS THERMAL WOODFORD MODEL Y34 OR EQUAL <br />& HOSE CONN VACUUM BREAKER <br />ENCLOSURE WITH HEATER, HOT <br />BOX MODEL #WB—N3 OR EQUAL 9" MIN DEPTH, 18"x18" <br />2" RPBA (I.D. 70"Lx26"Wx45"H) 1" GS RISER PIPE REINFORCED CONC PAD <br />2" PRV, WILKINS SERIES 600 <br />OR APPROVED EQUAL (SET N PROVIDE (4) #3 BARS PER <br />FOR 60 PSI) VALVE BOX DETAIL 3 PLAN <br />DRAIN HOLE, LOC TO SLOPE AWAY VIEW ON THIS SHEET <br />FROM HOT BOX & BLDG'S Ir <br />CONC SLAB 1 "x90' GI BEND <br />N (84"Lx42"Wx6"THICK)Is .. 4 <br />1" CHAMFER, TYP 0 dO 1" HDPExGS TRANS FITTING <br />VALVE STAND 1"x2" HDPE REDUCER <br />2" HDPExSS <br />2 HDPExSS TRANS FITTING 1/8 NPT DRAIN HOLE <br />TRANS FITTING <br />2" HDPE DOM W TO RPBA <br />CONC SUPPORT/ 2"x9O' HDPE BEND <br />THRUST RESTRAINT <br />2 HDPE PIPE <br />© —11I TO TRAILERS 1/2" WASHED GRAVEL <br />d� 2' MIN L <br />DETAILS 1, 3 AND 4 SHALL <br />CONFORM TO COE STD DWGS <br />518, 505 AND 614 RESPECTIVELY. <br />II•]I�r"I on] lIMVITf2I19lOki 11110910140[o]I=Nla �2w,3111m:to] �II:][•):m!]ara\II <br />C5.91 C5.20 SCALE: NTS <br />-I- SCALE: NTS <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />POTABLE WATER SERVICE <br />'0 RPBA AND HOT BOX <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />12" OVERLAP WITH EX <br />HMA PAVEMENT <br />EX HMA PAVEMENT <br />4' MIN COVER SHORING OR EXTRA <br />EXCAVATION ZONE <br />1.5H:1V MAX <br />UNDERGROUND MARKING <br />TAPE, SEE NOTE 1 <br />GEOTEXTILE FOR <br />SEPARATION, SEE NOTE 4 — <br />6 IN MIN, <br />TYP <br />COMPACT SUBGRADE TO <br />95% MAXIMUM DENSITY - <br />mud ankfammmum <br />C5.1 , C5.3 1 C5.20 SCALE: NTS <br />MATCH FLUSH WITH <br />EXISTING SURFACE <br />1. PLACE THE APPROPRIATE UTILITY <br />MARKING TAPE, WITH METAL FIBERS, 12 <br />��STRUCTURAL BACKFILL, ABOVE THE PIPE CONTINUOUSLY ALONG <br />SEE NOTE 3 • TRENCH THE PIPE LENGTH. <br />if <br />................ <br />FINISHED GRADE <br />3' MIN COVER SHORING OR EXTRA <br />EXCAVATION ZONE <br />1.5H:1V MAX <br />UNDERGROUND MARKING <br />TAPE. SEE NOTE 1 <br />VALE <br />BOX <br />M 1 A A I <br />SECTION A <br />3 VALVE BOX <br />C5.1 , C5.2 C5.20 SCALE: NTS <br />2. PIPE ZONE BEDDING SHALL BE CRUSHED <br />12" SURFACING BASE COURSE, COMPACT TO <br />90% MAXIMUM DENSITY. <br />PIPE ZONE <br />BEDDING, 3. BACKFILL SHALL BE IMPORTED 6 IN MIN, <br />SEE NOTE 2 STRUCTURAL FILL OR EQUIVALENT TYP <br />SUITABLE NATIVE MATERIAL AS APPROVED <br />BY THE ENGINEER OR PIPE BEDDING CAN <br />BE EXTENDED TO PAVEMENT SUBGRADE IF „ <br />6 DISTANCE IS 12 INCHES OR LESS 2 —6 <br />COMPACT TO 95% MAXIMUM DENSITY. <br />COMPACT SUBGRADE TO <br />4. FILTER FABRIC SHALL BE FILTER FABRIC 95% MAXIMUM DENSITY <br />2'-6" FOR SEPARATION PER WSDOT/APWA <br />STANDARD SPECIFICATION 9-33.2, NON <br />WOVEN. <br />YPICAL WATERMAIN TRENCH FOR FEDERAL AVENUE <br />W1 STA 4+16 THROUGH W1 10+00 <br />C5.1 , C5.2 1 C5.20 SCALE: NTS <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />/D <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, <br />DATE <br />BY <br />REVISION <br />REVISION <br />2" <br />PROVIDE (4) #3 BARS <br />CONC PAD <br />SEE SECTION A) <br />9" THICK, REINFORCED <br />CONC PAD, SEE PLAN <br />ABOVE FOR DIMENSIONS <br />GATE VALVE <br />THRUST BLOCK <br />PIPE ZONE <br />BEDDING, <br />SEE NOTE 2 <br />STRUCTURAL <br />BACKFILL, <br />SEE NOTE 3 <br />TRENCH <br />TYMCAL TRENCH FOR PRESSUMZE® PIPE <br />N® WATER I-MES FOR NORTON TERMINAL <br />C5.1 , C5.2 C5.20 SCALE: NTS <br />IF SHEET IS LESS THAN <br />EDUCE SCALE ACCORDINGLY 4 <br />RECORD DRAWING R <br />PROJECT ENGINEER: <br />SCALE: <br />IECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />✓ERIFIED BY ENGINEER. <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER DETAILS <br />DWG. NO.C5m20 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET NO. 77 OF 150 <br />0 <br />Z <br />