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1215 80TH ST SW 2022 Plans 2025-08-07 (2)
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1215 80TH ST SW 2022 Plans 2025-08-07 (2)
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Last modified
7/24/2025 9:27:18 AM
Creation date
7/24/2025 9:26:06 AM
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Address Document
Street Name
80TH ST SW
Street Number
1215
Permit
PW2203-018
Year
2022
Notes
SITEWORK FOR NEW 166,590 SF WAREHOUSE INDUSTRIAL BLDG
Address Document Type
Plans
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WATERMAIN EXTENSION PLAN <br /> • SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. <br /> • <br /> Know what's below. F w <br /> Call before you dig. <br /> z z <br /> PARTS: W <br /> NOTES A.HYDRANT ON EXISTING DISTRIBUTION MAIN, co cog U <br /> 1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED B.2-1/2 IN CONTROL VALVE. ��' >j rc CA <br /> WHEN THE VALVE NUT IS MORE THAN THREE(3) LINE DRAINING ASSEMBLY LINE FILLING ASSEMBLY o: z &&J J V <br /> FEET BELOW FINISHED GRADE.EXTENSIONSARETO C.WA STATE APPROVED BACK FLOW PREVENTER o o _ <br /> BE A MINIMUM OF ONE(1)FOOT LONG.ONLY ONE (DOUBLE CHECK VALVE ASSEMBLY). I_i n N , Q <br /> EXTENSION WILL BE ALLOWED PER VALVE. I rv4- <br /> i T„ tY <br /> D.SUPPLY HOSE(CLEAN,DISINFECTED POTABLE o 0 0 o W O <br /> NS,AS <br /> 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE HOSE ONLY).SEE TABLE BELOW FOR DIAMETER AND '`^y a LL O <br /> 2"SQUARE x 2"HIGH MADE OF STEEL,SIZED AS NOTED,AND PAINTED II F MAXIMUM LENGTH. n f m 0 J <br /> OPERATING NUT a it a a a <br /> WITH TWO(2)COATS OF METAL PAINT. _ c <br /> 18"MIN _ E.DISINFECTANT INJECTION FITTING. w w w wcr 53. VALVE BOXES IN PAVED AREAS SHALL BE CAST IRON, 1WW <br /> TWO PIECE UNITS,EAST JORDAN 855516"TOP,24" F. SAMPLING TAP,1/2 IN HOSE BIBB,PLAIN END. y\/jBOTTOM AND EAST JORDAN 6800 HEAW DUN LID�� W/"WATER"ON LID.IN GRASS,NON-PAVED OR F G.CONTROL VALVE. i i x x x g W <br /> NON-TRAFFIC AREAS USE OF PLASTIC VALVE BOXES,WITH CAST IRON LID AS MANUFACTURED BY H.TEMPORARY CAP-FULL MECHANICAL RESTRAIN xHANDLEY INDUSTRIES ARE ACCEPTABLE. N THRUST BLOCK REQUIRED. m S S s m u m <br /> z 2 4 MANUFACTURED BY HANDLEY INDUSTRIES RIES ARE ---1 I- - -T - MAY REQUIRE DECHLORINATION.DO NOT ALL <br /> USE OF __ I. FLUSHING DISCHARGE PIPE.CAP WHEN NOT IN y <br /> III .ail 7T <br /> FACCEPTABLE. DISCHARGE TO DRAIN TO TRENCH. N N <br /> o — REQUIRED FLOW&OPENINGS TO FLUSH PIPELINES* < \ ^o y <br /> 41/2"CIA x 1/4"MIN <br /> THICKNESS STEEL FLOW REQUIRED NUMBER OF TAPS *** m n M N Z <br /> PIPE TO PRODUCE ON PIPE** NUMBER OF 2 1/2" MAXIMUM <br /> _ DIAMETER 2.5 0 (APPROX.1 HYDRANT OUTLETS LENGTH OF <br /> 3/8"SETSCREW - VELOCITY IN MAIN SIZE OF TAP,INCHES USING 2 1/2"DIA SUPPLY HOSE <br /> SUPPLY HOSE <br /> IN GPM 1 11/2 2 FT <br /> 4\\ 4 100 1 - - 1 500\ 12" <br /> 6 200 1 1 100 <br /> 1"STEEL STOCK MIN j/ W� 8 400 - 2 1 2 100 � W <br /> 10 600 - 3 2 2 100 W C� J <br /> 12 900 2 2(3"DIA HOSE) 100 W <br /> \.\ 3/8"SETSCREW r *WITHA40-PSIPRESSUREINTHEMAINANDTHEHYDRANTFLOWINGTOATMOSPHERE,A2-1/2IN.(64MM) CC) 2 <br /> - HYDRANT OUTLET WILL DISCHARGE APPROXIMATELY 1000 GPM;AND A4-1/2 HYDRANT OUTLET WILL O c oo � (n <br /> r DISCHARGE APPROXIMATELY 2500 GPM. (� <br /> SQUARE SOCKET - - _- �1 I � I <br /> 21/4"INSIDE H H **NUMBER OFTAPS ON PIPE BASED ON DISCHARGE THROUGH 5 FT OF GALVANIZED IRON(GI)PIPE WITH ONE W Q N <br /> 3 2 1/4"DEPTH 90"ELBOW. Z CAI W <br /> 1 8"MIN WALL THICKNESS <br /> NEW WATER MAIN <br /> m <br /> ° ***ALTERNATE HOSE DIAMETERS AND LENGTHS MAYBE USED IF CALCULATIONS SUPPORTING THEIR USE ARE Q W Q � O <br /> PREVIOUSLY APPROVED BY THE CITY UTILITIES DEPARTMENT. U jr <br /> VALVE BOX AND EXTENSION VALVE OPERATING NUT EXTENSION 0 Q 0 04 <br /> w 36 CITY OF EVERETT Q = g " U <br /> CITY OF EVERETT4— <br /> PUBLICPUBLIC WORKS DEPARTMENT lQ <br /> WORKS DEPARTMENT w„ 04%07%2017 (0 W Z <br /> MT0/2016 s� SAMPLING AND aK O O <br /> a..N x1F:_' vAU wwELM "�°waa Iso FLUSHING ASSEMBLIES 526 N U <br /> iE <br /> VALVE BOX AND EXTENSION 505 00 <br /> H. <br /> `11 AS <br /> N � <br /> NOTES _ PARTS: m <br /> z <br /> 18" 18" 1. CONCRETE SHALL BE CLASS 3000. 12" @ z rn <br /> MIN - D A. GIL INDUSTRIES SLIMLINE HYDRANT. <br /> 1 2. INSTALL 1/2"x4"EXPANSION STRIP AROUND HYDRANT. SEE gilindustries.com/slimline.htm <br /> Pp 42766 Q <br /> 3. GUARD POSTS SHALL BE 6'LONG,9"IN DIAMETER ��// j��, V� E ��� B. <br /> BALL VALVE W/CHROME PLATED BALL TIFIED BRONZE <br /> ���SS�Np slLE�GA <br /> BODY BA <br /> z PRECAST CONCRETE OR 6'LONG,6"DIAM SCH 40, �, �iV� <br /> CONCRETE FILLED CLASS 52 STEEL PIPE.PAINTED WITH o AND AUTOMATIC WEEP. <br /> TWO COATS OF KELLY-MOORE LUXLITE Q.D.ALKYD F 2 24 23 <br /> GLOSS ENAMEL#6100-516 CATVELLOW OR CITY C. 2"BRASS NIPPLE <br /> - APPROVED EQUAL. J e - <br /> D. PROVIDE METER BOX BODY MANUFACTURED BY <br /> 4. TOP OF GUARD POSTSHALL BE LEVEL WITH TOP OF N w G "RAVEN PRODUCTS,MODEL RID-17-30-12", c o g <br /> PUMPER PORT. w FLUSH SOLID COVER LID. <br /> 2"CRUSHED 5. VALVE MARKER POST SHALL BE 42"PORTABLE TRAFFIC O .O E. 2.5"NATIONAL STANDARD THREAD BRASS <br /> SURFACING DELINEATOR POST W/TWO REFLECTOR STRIPS.THEY N 4 z A BUSHING WITH CAP AND CHAIN. <br /> `i o <br /> TOP COURSE Q 1Y a ut x JJN� <br /> 2 SHALL BE FURNISHED NEW AND UNUSED AND BURIED -p a N F OPERATING LOCKWING. 3 m <br /> 24"DEEP,TO LEAVE 18"EXPOSED AS A MARKER POST LOCK TO BE SUPPLIED BY CITY OF EVERETT yl <br /> ELEVATION PLAN THE LETTER"V"AND THE DISTANCE TO THE VALVE c o a VALVE \/ B <br /> \ \. n <br /> SHALL BE STENCILED ON THE POST WITH 2"HIGH STEM UTILITIES DEPARTMENT.o - u <br /> NUMERALS,WITH BLACK ENAMEL PAINT. v o COVER <br /> e a TAPPED o°\� \/ G VALVE BOX AND EXTENSION PER STANDARD o 5 a 3 <br /> FIRE HYDRANT CONCRETE PAD 6. VALVE MARKER POSTSSHALLBEINSTALLEDFORALL M DEADENNTPER CAP o°oq DRAWING505 <br /> VALVES LOCATED IN UNIMPROVED OR UNPAVED SECTION 5-13 °o° \/\ \ H HEAVY DUTY 2"GATE VALVE WITH RESILIENT L7 E <br /> (SEE NOTES AND 2) AREAS.VALVE MARKER POSTS SHALL BE SET AS /\/ SEAT.GATE VALVES SHALL BE"WATEROUS" <br /> DIRECTED BY THE PUBLIC WORKS INSPECTOR IN A SAFE °°o° <br /> AND REASONABLY CONSPICUOUS LOCATION. oaj\�\\ SERIE525000R CITY APPROVED EQUAL C <br /> C <br /> 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR C <br /> GUARD POST CONC HYDRANT PAD AUXILIARY HYDRANT VALVES. <br /> IN <br /> 4 WATER MA od a\X/ = 7 L <br /> u°i In m <br /> 36" 12"MAX. <br /> W N c H UNDISTURBED EARTH 3 N 1 <br /> = QCON <br /> n GRAVEL BACKFILL FOR DRAINS B 130 "C Q <br /> OO PER WSDOT 9-03.12(4) N r <br /> y - C Ln -Lr3 <br /> 4 ° MM 0 F4 U/Ld <br /> L City of Everett Permit Review <br /> 36" s EVERETT Status:Revisions Approved 3 <br /> o <br /> U s 05/18/2023 3:05:46 PM <br /> n ELEVATION PLAN n <br /> GUARD POST <br /> CITY OF EVERETT g PUBLIC WORKS <br /> FIRE HYDRANT GUARD POSTS VALVE MARKER POST4—PUBLIC WORKS DEPARTMENT os ` EVERETT WASHINGTON / <br /> DEPARTMENT <br /> SEE NOTES AND sass nx€m"'"' Pn�iwi�xeLm °"""wre sass n'°`"xeni" °"'"w 1112019 <br /> ( ) izlTazo16 [""�"'"""'" <br /> g e (SEE NOTES 5,6 AND 7) 3 p `o 0 <br /> FIRE HYDRANT �e N <br /> i gS pN CONC.PAD,GUARD POSTS& SOH F s> <br /> VALVE MARKER ;. BLOW-OFF ASSEMBLYPe �511w 1 04 <br /> m ^^ o <br /> V <br />
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