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1 1 I 1
<br /> PARTS NOTES h m ith
<br /> s oes
<br /> A. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO 18" 18" 1. CONCRETE SHALL BE CLASS 3000.
<br /> AWWA STANDARDS AND SHALL BE OF STANDARD
<br /> MANUFACTURE(MUELLER SUPER CENTURION#250, ail © 2. INSTALL 1/2"x4" EXPANSION STRIP AROUND HYDRANT.
<br /> WATEROUS PACER#WB67,OR CITY APPROVED
<br /> C OX
<br /> EQUAL). �_ 3. GUARD POSTS SHALL BE 6' LONG,9"IN DIAMETER
<br /> x PRECAST CONCRETE OR 6' LONG,6" DIAM SCH 40, r h i t ^ c t `�
<br /> B. 5-1/4"VALVE MINIMUM. ;I ° g w TWO COATSIOF KELLY-MOORE OREELUXLITE Q.D. ALKYD
<br /> WITHD a
<br /> G JIll�
<br /> C. 1 1/4"OPERATING NUT AND CAP NUT FOR 2-1/2" �' `�' 1 1 /• GLOSS ENAMEL#6100 516 CAT YELLOW OR CITY 1928 43rd Ave E., Ste A
<br /> PORTS. ' " • APPROVED EQUAL.
<br /> MAX RAKE, 1 4 PER FT fll�l `J Seattle , WA 9 8 1 1 2
<br /> 0 j / � 206 ) 453 - 4053
<br /> / FROM GROUND LEVEL WOK �M �� 4. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF
<br /> j D. NATIONAL STANDARD THREAD ON 2 1/2 PORTS. ._..�.� ..��� oo PUMPER PORT. s h o e s m i t h c o x . c o m
<br /> 1 E. 5"STORZ FITTING WITH NATIONAL STANDARD THREAD N11
<br /> 2"CRUSHED 5. VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC
<br /> I 1 ON THE 4-1/2" PORT. SURFACING DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY
<br /> I F. IF HYDRANT RISES THROUGH CONCRETE, USE © TOP COURSE SHALL BE FURNISHED NEW AND UNUSED AND BURIED
<br /> E EXPANSION STRIP AROUND HYDRANT BARREL, PER STD 24 DEEP,TO LEAVE 18" EXPOSED AS A MARKER POST
<br /> II ,I - PLAN 509. IN ADDITION, INSTALLATION OF THE ELEVATION PLAN THE LETTER V AND THE DISTANCE TO THE VALVE
<br /> HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR
<br /> SHALL BE STENCILED ON THE POST WITH 2" HIGH
<br /> At EXCEED THE STANDARDS FOR INSTALLATION OF NUMERALS,WITH BLACK ENAMEL PAINT.
<br /> TRAFFIC SAFETY PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT. 6. VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
<br /> n FEATURE BREAK OFF VALVE BOX AND EXTENSION PER FIRE HYDRANT CONCRETE PAD VALVES LOCATED IN UNIMPROVED OR UNPAVED
<br /> STANDARD DRAWING 505 G. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN
<br /> FLANGE, BREAK OFF (SEE NOTES 1 AND 2) AREAS.VALVE MARKER POSTS SHALL BE SET AS
<br /> � �v Y Y v NUTS AND BOLTS NECESSARY PER STANDARD DRAWING 508. DIRECTED BY THE PUBLIC WORKS INSPECTOR IN A SAFE
<br /> \ ��/` �\\\j\ H. STEAMER PORT TO BE FACING STREET OR ROADWAY AND REASONABLY CONSPICUOUS LOCATION.
<br /> FOR FIRE ENGINE ACCESS.
<br /> 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR
<br /> 1/2 CU YD WASHED ROCK F 1 I. BREAK OFF FLANGE TO BE 2" 4"ABOVE GROUND GUARD POST r CONC HYDRANT PAD AUXILIARY HYDRANT VALVES.
<br /> 1 1/2" DRAIN ROCK 1 DUCTILE IRON TEE LEVEL. 0
<br /> " GLANRETADS R TAPPING FTEEE(FL) J. INSTALL CONCRETE PAD AROUND HYDRANT IN 36" /
<br /> \ . ' _ f �` _ O �O UNPAVED,SOD AND ASPHALT AREAS PER STANDARD _ j /
<br /> \/ r .. E. a e _ s / �\ DRAWING 508. 0 I
<br /> .• : .• .•
<br /> •
<br /> �L��T�� ��tW%IW - O f K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON i i N 1 bethany
<br /> •••••••••••�•••!••a = ° ° �' �' CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH IIII" p ::
<br /> 3 / ji�Li ��'- C--} ii ,y
<br /> o 11
<br /> RETAINER GLANDS,OR FIELD LOCK GASKETS. I . . , skilled nursing
<br /> o \\ --\ L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS P `J
<br /> K OF HIGH GLOSS CATERPILLAR YELLOW, LUXLITE i _ `_ NO
<br /> - additions
<br /> =
<br /> #6100-516 OR"RUST-OLEUM"#7448 OR APPROVED 3 = a
<br /> Z12"x 12"x 4" GATE VALVE EQUAL.THE PORT CAPS WILL BE PAINTED BLACK. '�
<br /> z CONC BLOCK W
<br /> o \\ (MJ x FL) M. PROVIDE FORA MINIMUM OF 3' CLEAR ZONE AROUND 9 36"
<br /> ,, 6 MIL PLASTIC SHEETING WRAP HYDRANT. > 2235 Lake Heights Drive
<br /> 0
<br /> o UNDISTURBED EARTH ELEVATION PLAN Everett, WA 98208
<br /> N GUARD POST
<br /> CITY OF EVERETT o CITY OF EVERETT
<br /> 0V
<br /> z PUBLIC WORKS DEPARTMENT z PUBLIC WORKS DEPARTMENT
<br /> Z Z FIRE HYDRANT GUARD POSTS VALVE MARKER POST
<br /> W W
<br /> o 2 ''RYAN SASS RHEFTI•a• `APAUL WILHELM Dr""%RB `°5/I�9 2018 o a (SEE NOTES 3 AND 4) a"'IZZ s�r-o.M.�•.•, CEO,k11per D.awoev c�rrem R�D•re
<br /> V m STANDARD DRAWING WING Na. N (SEE NOTES 5, 6 AND 7) RVAN SASS RHEFTI PAUL WILHElM WRB 12/30/2016
<br /> V a TITLE FIRE HYDRANT
<br /> FIRE HYDRANT w STANDARD DRAWING NT.4o
<br /> w,, 5f CONC. PAD, GUARD POSTS & 508
<br /> Ea INSTALLATION 507 Egr
<br /> b, VALVE MARKER
<br /> I r -- -I I KEYMAP
<br /> FIRE H DRANT ASSEMBL0
<br /> Bethany
<br /> NOT TO SCALE
<br /> of the Northwest
<br /> NO. DATE REVISION
<br /> CIT 1 OF E ERETT WATER NOTES WATER NOTES DOH CRS
<br /> 1 01-28-2019 RESPONSE 01
<br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FORM CONCRETE TO CITY OF EVERETT
<br /> EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION CITY OF EVERETT, THE LATEST REVISIONS OF AWWA, THE ALLOW FOR REMOVAL 3 03.29-2019 RESPONSE 0 1 (BLDG)
<br /> DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL OF BOLTS CITY OF EVERETT
<br /> DISINFECTION, AND RECEIPT OF SATISFACTORY CONSTRUCTION BY WASHINGTON STATE D.O.T. AND 4 04.29-2019 RESPONSE 01 (PW)
<br /> BACTERIOLOGICAL TEST RESULTS. WASHINGTON STATE CHAPTER A.P.W.A. .4 w
<br /> <. 20 LB. TAR PAPER CITY OF EVERETT
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS f 5 05.31-2019 RESPONSE 02(PVC
<br /> BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S
<br /> OF STATE AND LOCAL HEALTH AUTHORITIES.
<br /> ,--
<br /> EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT < W
<br /> LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE 3. THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE -I 1111 p fro (�
<br /> PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE , I
<br /> THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE APPROXIMATE AND INTENDED TO SHOW THE RELATIVE e i M0.
<br /> MADE. LOCATION OF THE PROPOSED WATER SYSTEM ONLY. <; D
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF 4. ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT '�'N. ` UNDISTURBED EARTH
<br /> EVERETT STANDARDS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
<br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY THE EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE.
<br /> 2000# � 28 DAYS PROJECT MANAGER
<br /> PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED. PLAN CONCRETE, POURED IN ELEVATION PROJEDTUENGINEER
<br /> PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT
<br /> LEAST 24 HOURS PRIOR TO COMMENCEMENT OF PLACE
<br /> 6. THE MINIMUM COVER FOR WATER MAINS SHALL BE 3' AND SHALL TEIM
<br /> CONSTRUCTION.
<br /> BE MAINTAINED AT ALL POINTS. 1. BEARING AREA TABLE BASED ON 200 PSI PRESSURE AND 2000 PSF PROJECT TEAM MEMBERS
<br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SOIL BEARING. IF PRESSURE IS GREATER OR SOIL BEARING IS LESS, RES
<br /> SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON 7. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL THE THRUST BLOCK SIZE SHALL BE INCREASED. CHECK
<br /> WHO CAN BE CONTACTED REGARDING PROBLEMS DURING INCLUDE LOCATOR WIRE BURIED ALONG THE ENTIRE LENGTH OF DCN
<br /> CONSTRUCTION ON A 24 HOUR BASIS. THE PIPE. LOCATOR WIRE TO BE 14 GAUGE. LOCATOR WIRE TO 2. THIS TABLE REPRESENTS THE "MINIMUM" CONSTRUCTION
<br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES BE RUN TO 12"ABOVE GROUND AT EACH METER, BLOW OFF, AND STANDARDS. THE ENGINEER SHALL BE RESPONSIBLE FOR
<br /> VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE AIR/VACUUM VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL DETERMINING THE APPROPRIATE SIZE OF ALL THRUST BLOCKS BASED
<br /> BE MADE USING A 3M DIRECT BURY SPLICE KIT, MODEL DBY. THE ON EXISTING AND LOCAL CONDITIONS. SEAL
<br /> CONVEYANCE SYSTEMS. KIT SHALL BE INSTALLED PER MANUFACTURER'S
<br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC SPECIFICATIONS. THE WIRES SHALL BE TIED IN A KNOT 6"TO 8"
<br /> WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND FROM THE SPLICE. -,ISTOph,
<br /> EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. MINIM_7M BEARING AREA TABLE •
<br /> K��of wAs8i4,,L�'��
<br /> 8. ALL FIRE HYDRANT SHALL INCLUDE AN APPROVED 5" STORZ
<br /> ADAPTER ON THE PUMPER PORT. FITTING TEE 90 45 22 1/2 111/4 n
<br /> 0- �Pr -' rr " cr
<br /> 4" 4 SQFT 5 SQFT 3 SQFT 2 SQFT 1 SQFT `
<br /> - /
<br /> 9. GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES �o Q'r /'
<br /> CONFORMING TO AWWA C-509. ALL EXISTING VALVES SHALL BE 6" 4 SQFT 6 SQFT 3 SQFT 2 SQFT 2 SQFT le, ,E�Is3,3go `�'
<br /> PRESSURE TESTED BY THE CONTRACTOR PRIOR TO
<br /> CONNECTION. 8" 7 SQFT 10 SQFT 6 SQFT 3 SQFT 2 SQFT SSIONALOs\
<br /> 10.ALL CUTTING, TAPPING, REMOVAL AND DISPOSAL OF ASBESTOS
<br /> 10" 10 SQFT 15 SQFT 9 SQFT 5 SQFT 3 SQFT 5/31/2019
<br /> CEMENT PIPE SHALL BE IN CONFORMANCE WITH THE CURRENT 12„ 14 SQFT 22 SQFT 12 SQFT 6 SQFT 4 SQFT „
<br /> POLICIES AND PROCEDURES OF THE SNOHOMISH COUNTY
<br /> HEALTH DEPARTMENT, THE PUGET SOUND AIR POLLUTION 16" 25 SQFT 38 SQFT 21 SQFT 11 SQFT 7 SQFT WATER DETAILS
<br /> CONTROL AGENCY AND OTHER PUBLIC OFFICES WITH
<br /> JURISDICTION IN THIS MATTER. AT THIS TIME THE POLICY IS 18" 32 SQFT 48 SQFT 27 SQFT 14 SQFT 8 SQFT
<br /> THAT: Civil Engineers
<br /> 20" 69 SQFT 98 SQFT 53 SQFT 27 SQFT 14 SQFT
<br /> A. A PIPE SHALL BE "SNAPPED OFF" RATHER THAN BEING CUT Structural Engineers ■
<br /> WITH ABRASIVE SAW. 24" 98 SQFT 139 SQFT 75 SQFT 39 SQFT 20 SQFT Landscape Architects
<br /> B. ABANDONED PIPE SHALL BE BE LEFT IN THE TRENCH OR Community Planners _,
<br /> Air
<br /> DISPOSED OF IN AN APPROVED METHOD.
<br /> Natural Resource Ecologists�
<br /> Land SurveyorsNib PROJECT NO.
<br /> 11.ABANDONED WATER MAINS SHALL BE LEFT IN THE THE GROUND T H R ST BLOC I N G Neighbors 18.03-01
<br /> UNLESS THEY MUST BE REMOVED BECAUSE OF CONFLICT. THE DATE
<br /> ENDS SHALL BE PLUGGED WITH CONCRETE. NOT TO SCALE 12/21/2018
<br /> �v�
<br /> A F-I PROJECT NETWORK PATH
<br /> 12.ABANDONED VALVES SHALL HAVE THE OPERATOR NUT CUT OFF
<br /> El . AND THE VALVE BOX REMOVED.
<br /> 13.CONTRACTOR SHALL COORDINATE AND PROVIDE ALL THE T A C O M A • S E A T T L E
<br /> Q 1 /� NECESSARY POWER/FIRE SYSTEM MONITORING WIRING. S P O K A N E • T R I - CITIES SHEET NUMBER
<br /> l'/� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 14.CONTRACTOR SHALL PROVIDE GRAVITY DRAIN OR SUMP PUMP 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> Know what's below. AND FORCEMAIN DRAIN TO ALL VAULTS. COORDINATE POWER C I
<br /> C3 • 14
<br /> FOR SUMP PUMP AS REQUIRED. NOT EQR CO N S T R U C T I O N Call before you dig. PERMIT SET
<br /> COPYRIGHT© 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg
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