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WRAP PIPE AND ALL FITTINGS WITH J" 3/4" FREEZELESS YARD HYDRANT, <br /> z MIN WOODFORD MODEL Y34 OR EQUAL <br /> THICK FIBER GLASS PIPE INSLULATION WITH WATTS FIBERGLASS THERMAL & HOSE CONN VACUUM BREAKER-- 1'-6" <br /> ALUMINUM COVER. SEE SHEET ELEC DWG'S ENCLOSURE WITH HEATER, HOT VALVE <br /> FOR POWER OUTLET DETAILS. BOX MODEL #WB-N3 OR EQUAL 9" MIN DEPTH, 18%18" BOX LID g„ PROVIDE (4) #3 BARS <br /> \2" RPBA (I.D. 70"Lx26"Wx45"H) 1" GS RISER PIPE REINFORCED CONC PAD CONIC PAD <br /> I <br /> TEE SS TEE & 2" PRV, WILKINS SERIES 600 n <br /> PIPE NIPPLES, TYP OR APPROVED EQUAL (SET N <br /> 2" SS UNION, TYP PER Lo <br /> FOR 60 PSI) VALVE°BOX)DETAILL 3SPLAN <br /> DRAIN HOLE, LOC TO SLOPE AWAY VIEW ON THIS SHEET (SEE SECTION A) <br /> 2" SS PIPE, TYP � FROM HOT BOX & BLDG'S <br /> SECURE HOTBOX TO CONIC SLAB PER CONICSLAB 1"x90* GI BEND PLAN <br /> MANUFACTURER SPECIFICATION \ (84"Lx42"Wx6"THICK) 9" THICK, REINFORCED <br /> FINISH GRADE d GONG PAD, SEE PLAN <br /> 1" CHAMFER, TYP 1" HDPExGS TRANS FITTING ABOVE FOR DIMENSIONS <br /> #4 BARS AT 12" OC EACH WAY IN o <br /> CENTER OF SLAB. ADJUST BARS AS <br /> REQUIRED UP TO 6" BUT WITHOUT VALVE STAND 1%2" HDPE REDUCER <br /> EXCEEDING THE 12" MIN SPACING <br /> FOR CONFLICTS WITH PIPE 2" HDPExSS <br /> 2" HDPExSS TRANS FITTING 1/8" NPT DRAIN HOLE �V AVAA• �� <br /> PENETRATIONS. SEE SPECS AND TRANS FITTING \ \ <br /> SHT S1.3 FOR REBAR DETAILS. GATE VALVE <br /> 2" HDPE DOM W 2" HDPE DOM W <br /> TO RPBA <br /> CONIC SUPPORT/ 2"x90° HDPE BEND <br /> 2"x90° HDPE BEND THRUST RESTRAINT THRUST BLOCK <br /> 2" HDPE PIPE <br /> FROM WM ao TO TRAILERS 1/2" WASHED GRAVEL / <br /> 2' MIN 1 SECTION A <br /> IN MTCA SOW IN MTCA SOW DETAILS 1, 3 AND 4 SHALL IN AND OUT MTCA SOW <br /> CONFORM TO COE STD DWGS <br /> 2 POTABLE WATER SERVICE RPBA AND HOTBOX DETAIL YARD HYDRANT DETAIL 518, 505 AND 614 RESPECTIVELY. Z VALVE BOX <br /> 1 •J <br /> C5.1, C5.3 C5.20 SCALE: NITS C5.1, C5.2 C5.20 SCALE: NITS <br /> C5.9 C5.20 SCALE: NTS <br /> 12" OVERLAP WITH EX <br /> HMA PAVEMENT <br /> 1 <br /> EX HMA PAVEMENT MATCH FLUSH WITH FINISHED GRADE <br /> T- C <br /> EXISTING SURFACE <br /> POTABLE WATER SERVICE0 RPBA AND HOT BOX W A T E R M A I N <br /> 2-0 STRUCTURAL <br /> TRENCH NOTES BACKFILL, <br /> SEE NOTE 3 <br /> 1. PLACE THE APPROPRIATE UTILITY 3' MIN COVER SHORING OR EXTRA o <br /> SHORING OR EXTRA ��A�\ MARKING TAPE, WITH METAL FIBERS, 12" EXCAVATION ZONE •• <br /> 4' MIN COVER ABOVE THE PIPE CONTINUOUSLY ALONG 1.5H:1V MAX <br /> EXCAVATION ZONE �j STRU SEERAL NOTEBA3KFILL, THE PIPE LENGTH. UNDERGROUND MARKING /12 TRENCH <br /> 1.SH:1V MAX <br /> TRENCH 2. PIPE ZONE BEDDING SHALL BE CRUSHED It TAPE SEE NOTE 1 PIPE ZONE <br /> SURFACING BASE COURSE, COMPACT TO BEDDING, <br /> 0 12„ 90% MAXIMUM DENSITY. SEE NOTE 2 <br /> j UNDERGROUND MARKING <br /> TAPE, SEE NOTE 1 PIPE ZONE 3. BACKFILL SHALL BE IMPORTED <br /> BEDDING, STRUCTURAL FILL OR EQUIVALENT 6 IN MIN, 6" <br /> GEOTEXTILE FOR SEE NOTE 2 SUITABLE NATIVE MATERIAL AS APPROVED TYP <br /> SEPARATION, SEE NOTE 4 BY THE ENGINEER OR PIPE BEDDING CAN <br /> BE EXTENDED TO PAVEMENT SUBGRADE IF <br /> 6 IN MIN, 6" DISTANCE IS 12 INCHES OR LESS 2 6" <br /> TYP —L 11 COMPACT TO 95% MAXIMUM DENSITY. <br /> 4. FILTER FABRIC SHALL BE FILTER FABRIC COMPACT SUBGRADE TCI_/� <br /> FOR SEPARATION PER WSDOT/APWA 95% MAXIMUM DENSITY <br /> 2'-6" STANDARD SPECIFICATION 9-33.2, NON <br /> 1 BOLLARD COMPACT SUBGRADE To OUT MTCA SOW WOVEN. IN AND OUT MTCA SOW <br /> C5.9 C2.3 95%MAXIMUM DENSITY <br /> TYPICAL WATERMAVN TRENCH FOR FEDERAL AVENUE TYPICAL TRENCH FOR PRESSURIZE® PIPE <br /> HOT BOX BOLLARD PROTECTION 4 W1 STA 4+ 16 THROUGH W1 10+00) 5 AND WATER LONES FOR NORTON TERMINAL <br /> �" 2� <br /> �,<' SCALE: NITS C5.1, C5.2 C5.20 SCALE: NITS C5.1, C5.2 C5.20 SCALE: NITS <br /> rtt City of Everett IF SHEET IS LESS THAN 22x34 W <br /> EVERETT Reviewed for Permit 10/26/2021 REDUCE SCALE ACCORDINGLY > <br /> CD ..RE <br /> N PROJECT ENGINEER: SCALE: <br /> �� PORT OF EVERETT DWG. NO. <br /> C5.20 <br /> p. N. WATSON AS SHOWN <br /> `C�gp4��Q�N TiP DESIGNED BY: DATE: <br /> 0 <br /> Port of =��,t aye J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP No. H <br /> p0'' 1-8-900-05 <br /> EVERETT - DRAWN BY: CHECKED BY: « MTCA 3 R D INTERIM ACTION <br /> U <br /> v` K. EDWARDS, D. YU N. WATSON PROJECT <br /> 16015th Avenue,Suite 1300 0 06/21/2021 NW ADDED DETAILS AND NOTES a7014 e NO. MT—NT-2021-02.2 <br /> N P.O. BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW �j ��T"b� APPRovED BY: WATER DETAILS <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500ioaat ~ <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 77 OF 149 LL <br />