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1' 6" 3' 0" 2'-O" <br /> GUARD POST 1 1/4' <br /> TOP OF GUARD POST ; <br /> 6" 6" <br /> SHALL BE LEVEL WITH <br /> TOP OF PUMPER PORT <br /> RAISED ATTER <br /> UD AND 1/4'x 4"ROD _ <br /> 1'-0° STICK TO BE CAST 31 <br /> 9 1 2" INTEGRALLY(NOT WELDED) 7 3 4. MIDPOINT OF NON-POTABLE PIPE <br /> / ^I / - - CENTERED OVER POTABLE PIPE <br /> w J <br /> o w <br /> M <br /> CONCRETE OR ASPHALT ___ _o I I <br /> I I I -_ <br /> PAD FOR VALVE BOXES <br /> NOT SET IN PAVED AREAS <br /> � I m <br /> 3-0" SEE NOTE 2 - - STORMWATER <br /> v GUARD POST _ �T _ <br /> _ PIPELINE mPRESSURE RATED CASING EXTENDING <br /> H3/4 - -\�AT LEAST 10 FT ON EITHER SIDE OF <br /> e ELEVATION - GUARD POST THE CROSSING <br /> a PLAN VIEW - PAD AND GUARD POSTS N.T.S. STANDARD VALVE BOX \ <br /> N.T.S. N.T.S. ��m ( / <br /> \ I <br /> NOTES: 6"PVC,SEE POTABLE <br /> 1. EXTENSIONS SHALL BE 6°ASTM D 3034 SDR 35 PVC PIPE(ONE PIECE). NOTE 1 WATER MAIN <br /> 2. VALVE BOX SHALL BE U.S.FILTER/PACIFIC WATER WORKS NO 910 OR EQUAL ® STORMWATER LINE OVER WATER LINE DETAIL <br /> N.T.S. <br /> 3 PORT FIRE HYDRANT STEAMER PORT 3. THE LID SHALL INCLUDE THE FORT VANCOUVER LOGO AND'W"IN THE DESIGN. <br /> SHALL BE EQUIPPED WITH AN APPROVED <br /> QUICK CONNECT COUPLING(STORZ 4. IF THE ORIGINAL IS OTHER THAN USA,THE COUNTRY OF ORIGIN SHALL BE CAST <br /> ADAPTER),PORT TO FACE ACCESS ON THE UNDERSIDE OF THE LID. <br /> BREAK <br /> 1/4"PLASTIC COATED 5. THERE SHALL BE 1/2°CLEARANCE UNDER THE PIN CAST IN TO THE LID. <br /> FLANGE _ AIRCRAFT CABLE 6. THE OPERATOR SHALL HAVE A DEPTH OF 18'TO 36"FROM THE FINISH GRADE <br /> TO THE OPERATOR NUT. <br /> FINISH STANDARD VALVE 8"0 WATERMAIN <br /> GRADE BOX,SEE e2 <br /> 4 <br /> COMMERCIAL POUR <br /> IN PLACE CONCRETE <br /> 3'x3'x4" <br /> CONCRETE PAD <br /> 5 1/4°MAIN 2'CRUSHED SURFACING 'IE <br /> HYDRANT VALVE TOP COURSE __ z <br /> SOLID CONCRETE <br /> PIER BLOCK f �� NEW 2'WATER LINE TO <br /> SOIL REMEOIATION FACILITY <br /> TYPE'K'COPPER 6"0 HYDRANT <br /> SERVICE LINE <br /> METER BOX SHALL BE CONCRETE 24"x 36"x 12' <br /> 6°0 HYDRANT ON 24'x 36"x 6"WITH GALVANIZED STEEL DIAMOND 45 X <br /> SERVICE LINE 6 M.J.x FL TYP <br /> M.J.SHOE RESIUENT SEAT BOLT DOWN COVER WITH READER LID/TOUCH READ BACKFLOW BOX-CONCRETE 24'x 36'x 12' <br /> DRAIN ROCK-1 1/2' GATE VALVE HOLE;INCIDENTAL TRAFFIC RATED.USE BADGER METER ON 24"x 3fi"x 6"WITH GALVANIZED STEEL <br /> n 1/2 C.Y.MINIMUM RECORDALL TURBO SERIES MODEL 200 WITH CUBIC DIAMOND BOLT DOWN COVER-INCIDENTAL <br /> Di STANDARD FIRE HYDRANT ASSEMBLY EE REGISTER TRAFFIC RATED. USE REDUCED PRESSURE <br /> N.T.S. /� ��` RECKFILOWDUCING PREVVALVE'REV ATOR AND PRESSURE n PLAN VIEW - THRUST BLOCK DETAIL <br /> / REDUCING VALVE APOLLO RP4A AND 36 ELF. <br /> VALVE � 1°=1'-0° <br /> NOTES: I I / ��\ NOTES, <br /> 1. FIRE HYDRANT INSTALLATIONS SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILUNG. 7. ALL BENDS,TEES,AND FITTINGS SHALL BE RESTRAINED.MECHANICAL JOINT <br /> _^ 2. IN GENERAL,FIRE HYDRANT LOCATIONS SHALL BE AS SHOWN ON THE PLAN AND SHALL CONFORM TO THIS ...� . RESTRAINT SYSTEMS SHALL BE USED FOR THRUST RESTRAINT. <br /> NEW FIRE HYDRANT <br /> DETAIL. FIRE HYDRANTS SHALL NOT BE SEf UNTIL LOCATION AND DEPTH ARE APPROVED BY THE CITY, <br /> / j / � <br /> 2. ALL JOINTS WITHIN THE REQUIRED RESTRAINED LENGTH MUST BE MECHANICALLY <br /> 3. THE FIRE HYDRANT SHALL BE INSTALLED SO THAT IT IS PLUMB IN ALL DIRECTIONS. / �.� RESTRAINED.LENGTH IS MEASURED FROM THE FACE OF THE CONNECTION. <br /> SCHEDULE 40 SADDLE \ / NEW FIRE HYDRANT <br /> i 4. NO DOMESTIC OR FIRE PROTECTION SERVICES SHALL BE TAPPED OFF OF THE FIRE HYDRANT PIPING. WITH BRASS NIPPLE \� / 14 \�� COMMERCIAL POUR 7 3. 90'BENDS AND TEES SHALL USE THRUST BLOCKS IN ADDITION TO MECHANICAL <br /> IN PLACE CONCRETE '"� JOINT RESTRAINT SYSTEMS. <br /> 5. A CONCRETE PAD NO LESS THAN 3'x 3'x 4",SHALL BE CENTERED AROUND THE FIRE HYDRANT. 6'0 HYDRANT /' %' <br /> VALVE i � 4. BLOCKING SHALL BE COMMERCIAL CONCRETE MIX POURED-IN-PLACE <br /> NEW 2'GATE VALVE SERVICE LINE - <br /> 6. CONCRETE PAD SHALL BE FINISHED TO APWA SIDEWALK STANDARDS. WITH 2'SQUARE <br /> -- 5. REFER TO THE FOLLOWING TABLE FOR REQUIRED RESTRAINT: <br /> o i m 7. ALL JOINTS SHALL BE RESTRAINED UTILIZING MECHANICAL RESTRAINT SYSTEMS. BEND TYPE COVER DEPTH RESTRAINED LENGTH THRUST BLOCK <br /> 0 8. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS CATERPILLAR YELLOW,LUXUTE -� 19' <br /> #6100-516 OR'RUST-OLEUM°T'7448 OR APPROVED EQUAL THE PORT CAPS WILL BE PAINTED BLACK. lA NEW <br /> ��NAIEI�TI�AI DETAIL <br /> �E - YES <br /> J A EW CONNECTION LY ETAIL 45' 13' NO <br /> 9. FIRE HYDRANT MAINS SHALL BE A 8'MINIMUM.A 6"MAIN CAN BE USED FOR A DEAD-END RUN OF LESS N.T.S. 90' 3' 31' YES <br /> THAN 50 FEET TO A HYDRANT SUBJECT TO ADEQUATE FIRE FLOW. <br /> 8'0 N'ATERMAIN � <br /> Y� 90' 4 24' YES <br /> \: <br /> 10. DESIGN SEPARATION SHALL BE 3 INCHES,WITH AN AS-BUILT SEPARATION OF 2-4 INCHES. "l' 90' 5' 19' YES <br /> 45' <br /> 11. PROVIDE FOR A MINIMUM OF 3'CLEARANCE AROUND HYDRANT. �✓TYP <br /> $ 12 MANUFACTURED(MMUUEILLEERRSU ERSCENTURIONO#250,WATEROUS PACER#WB67,o CITEY APPROVEED EQUAL). �51 ELEVATION - THRUST BLOCK DETAIL <br /> w 13. 1 1/4'OPERATING NUT AND CAP NUT FOR 2 1/2'PORTS <br /> 14. NATIONAL STANDARD THREAD ON 2 1/2"PORTS CITY OF EVER&TI <br /> & 15. 5"STORE FITTING WITH NATIONAL STANDARD THREAD ON THE 4 1/2"PORTS REVIEWED FOR`":P AT <br /> w 16. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN NECESSARY PER EVERETT STANDARD PLAN 508. <br /> 17. STEAMER PORT SHALL BE FACING STREET OR ROADWAY FOR FIRE ENGINE ACCESS. THIS DRAWING,INCLUDING THE PRINCIPLES ld <br /> w OF DESIGN IS THE PROPERLY OF SMG INC. 8625 SW Cascade A­ <br /> THE HEIDELBERG CEMENT GROUP <br /> w 18. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH THE DESIGN SHOWN IN THIS DRAWING IS Suite 600 <br /> o SITE <br /> SPECIFIC AND SHOWN BE USED ONLY VASE FO Beaverton,Oregon 97008 EVFRETT DELTA SOIL REMEDIATION EACILDY <br /> RETAINER GLANDS,OR FIELD LOCK GASKETS. FOR THE L'RaEcr sxawN ON THE TITLE vp OFµ., <br /> BLOCK.IF THIS DRAWING IS NOT STAMPm <br /> 0 19. GUARD POST SHALL BE 6'LONG,9'IN DIAMETER PRECAST CONCRETE OR 6 LONG,6°SCH 40,CONCRETE WIRE AN ENGINEER'S SEA.THE DRAWING td g'� Smith Monroe Gray Phone:503.643.8595 <br /> 3 FILLED CLASS 52 STEEL PIPE.PAINTED PER SPEC IN NOTE 8. WAY HAVE BEEN REPRODUCED FROM AN Fax:503.643.8610 UTILITIES <br /> CONULHORI OC COPY.A OTHER m <br /> CONTROL DOCUMENT I1 OTHER A STAMPm ENGINEERS INC. WATER AND FIRE DETAILS <br /> BE HARD COPY OR dGRA11Y PROTECTED _ ✓ 5�0 Q3' www.smgengr.com <br /> ORIGINAL THIS DRAWING SNAIL <br /> NOT BE w. <br /> USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT J✓J'A, 3/19/19 _LF �� j�b1fR�o DRAWN B/ F CHKD Br DATE SCALE DWG,10, REV, <br /> DETRIMENT TO SMG ACCEPTANCE OF"IS ONpL <br /> DRAWING IS AN AGREEMENT TO THE ABOVE 1 ISSUED FOR CUSTOMER FINAL REVIEW �n�,v 2 71 19 .I r J 19 r 9 JX').WALLALE AS NOTED 18-181A-14 1 <br /> S1TA. REVISIONS BY DATE CHK'D <br />