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<br /> PARTS NOTES h m i h
<br /> s oes t
<br /> A. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO lg�� 18�� 1. CONCRETE SHALL BE CLASS 3000.
<br /> AWWA STANDARDS AND SHALL BE OF STANDARD �
<br /> MANUFACTURE(MUELLER SUPER CENTURION#250, 1 2. INSTALL 1/2"x4"EXPANSION STRIP AROUND HYDRANT.
<br /> WATEROUS PACER#WB67,OR CIIY APPROVED
<br /> EQUAL). 3. GUARD POSTS SHALL BE b' LONG,9"IN DIAMETER
<br /> PRECAST CONCRETE OR 6'LONG, 6" DIAM SCH 40, � � .
<br /> B. 5-1/4"VALVE MINIMUM. � � °r,° CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED WITH a r C I L V C � S �
<br /> TWO COATS OF KELIY-MOORE LUXLITE Q.D.ALKYD
<br /> C. 1-1J4"OPERATING NUT AND CAP NUT FOR 2-1/2" `V `r o o GLOSS ENAMEL#6100-516 CAT YELLOW OR CITY 1 g2g 43rd Ave E., Ste A
<br /> g MAX RAKE, 1/4" PER FT
<br /> PORTS. a a — APPROVED EQUAL. S e a t t I e , W A 9 8 1 1 2
<br /> FROM GROUND LEVEL 4. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> D. NATIONAL STANDARD THREAD ON 2-1/2"PORTS. I ' s h o e s m i t h c o x . c o m
<br /> 0o PUMPER PORT.
<br /> - r,
<br /> N 'a'
<br /> E. 5"STORZ FITfiNG WITH NATIONAL STANDARD THREAD
<br /> ON THE 4-1/2" PORT. 2"CRUSHED 5. VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC
<br /> I SURFACING DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY
<br /> � I F. IF HYDRANT RISES THROUGH CORICRETE, USE 2 TOP COURSE SHALL BE FURNISHED NEW AND UNUSED AND BURIED
<br /> E EXPANSION STRIP AROUND HYDRANT BARREL, PER STD 24"DEEP,TO L�EAVE 18" EXPOSED AS A MARKER POST
<br /> PLAN 509. IN ADDITION, INSTALLATION OF THE ELEVATION PLAN THE LETTER V AND THE DISTANCE TO THE VALVE
<br /> HYORANT ON PRIVATE PROPERTY SHALL EQUAL OR SHALL BE STENCILED ON THE POST WITH 2" HIGH
<br /> EXCEED THE STANDARDS FOR INSTALLATION OF NUMERALS,WITH BLACK ENAMEL PAINT.
<br /> TRAFFIC SAFETY VALVE BOX AND EXTENSION PER PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT.
<br /> FEATURE BREAK-OFF FIRE HYDRANT CONCRETE PAD 6. VALVE MARKER POSTS SHALL BE INSTALLED FaR ALL
<br /> � STANDARD DRAWING 505
<br /> FLANGE, BREAK OFF G. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN VALVES LOCATED IN UNIMPROVED OR UNPAVE
<br /> NUTS AND BOLTS NECESSARY PER STANDARD DRAWING 508. (SEE NOTES 1 AND 2) AREAS.VALVE MARKER POSTS SHALL BE SET AS
<br /> 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 /> I �\' � FOR FIRE EN61NE ACCESS.
<br /> 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR
<br /> 1/2 CU YD WASHED ROCK I F 1 I. BREAK-OFF FLANGE TO BE 2"-4"ABOVE GROUND GUARD POST CONC HYDRANT PAD AUXILIARY HYDRANT VALVES.
<br /> 1-1/2"DRAIN ROCK DUCTILE IRON TEE IEVEL. 4
<br /> RETAINER {MJxM1xFL)OR
<br /> '�� GLANDS TAPPIN6 TEE(FL) J. INSTALL CONCRETE PAD AROUND HYDRAMT IN 36"
<br /> i� -S� UNPAVED,SOD AND ASPHALT AREAS PER STANDARD
<br /> ���- � � DRAWING 5Q8. 3 - � ,
<br /> � — K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON N I
<br /> \j l CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH 0
<br /> Q �\ � �O RETAINER GLANDS,OR FIELD LOCK GASKETS. o �
<br /> o �� �� , ,� �� o - � sk� lled nurs�ng
<br /> o \ /� L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS � . .
<br /> x K OF HIGH GLOSS CATERPILLAR YELLOW,LUXLITE � - a d d I � I O I7 S
<br /> = 12"x 12"x 4" #6100-516 OR"RUST-OLEUM"#744$OR APPROVED Z � ( �
<br /> = CONC BLOCK GATE VALVE EQUAL.THE PORT CAPS WILL BE PAINTED BLACK. € I ( "'
<br /> a (MJ x FL� M. PROVIDE FOR A MINIMUM OF 3'CLEAR ZONE AROUND o 36 I I
<br /> o � �_ " 2235 Lake Heights Drive
<br /> W 6 MIL PlASTIC SHEETING WRAP HYDRANT. W I I
<br /> 0 o I_1
<br /> � UNDISTURBEDEARTH � ELEVATION PLAN Everett� WA 9�ZO�
<br /> � � GUARD POST �
<br /> z CITY OF EVERETT o CITY OF EVERETT �
<br /> � PUBLIC WORKS DEPARTMENT � FIRE HYDRANT GUARD POSTS VALVE MARKER POST PUBLIC WORKS DEPARTMENT
<br /> W tll'/Enpnee� SatbnManager G1D Oawn9Y C RavDrte O
<br /> �� RYANSA55 RHEFfI PA�ILHELM WRB "�g f2p1g o a (SEE NOTES 5,6 AND 7) ""'F"°"�" S�M.�e�� �,o� � ��.��o
<br /> o a (SEE NOTES 3 AND 4) T�RYANSASS RHEFTI PAUL�MILHELM RB 12f 30�2016
<br /> 4 a ""E `'a FIRE HYDRANT iTAxonRooqqwinsrvo.
<br /> W a nu+unaoonnxaxcrw. N
<br /> � FIRE HYDRANT o 0
<br /> �" INSTALLATION SO7 ;g� CONC. PAD, GUARD POSTS & SOg
<br /> E�N m H.�-�
<br /> VALVE MARKER
<br /> �~'" KEYMAP
<br /> FIRE HYDRANT ASSEMBLY
<br /> Be�th a ny -
<br /> 1 NOT TO SCALE . '
<br /> of the Northwest
<br /> N0. DATE REVISIQN
<br /> CITY OF EVERETT WATER NOTES WATER NOTES
<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 �
<br /> EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION CITY OF EVERETT, THE LATEST REVISIONS OF AWWA, THE � ALLOW FOR REMOVAL
<br /> DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTWG, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL <' OF BOLTS
<br /> DISINFECTION, AND RECEIPT OF SATISFACTORY CONSTRUCTION BY WASHINGTON STATE D.O.T. AND .�
<br /> BACTERIOLOGICAL TEST RESULTS. WASHINGTON STATE CHAPTER A.P.W.A. r -;
<br /> ° � 20 LB. TAR PAPER -- - .
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS 4 '``�"` -��"`l
<br /> BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S OF STATE AND LOCAL HEALTH AUTHORITIES. �'" ` �
<br /> EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT —
<br /> LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE \ L��t �
<br /> PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE 3. THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE -� I p F� �
<br /> THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE APPROXIMATE AND INTENDED TO SHOW THE RELATIVE r � ` _ M �, o 0 0
<br /> MADE. LOCATION OF THE PROPOSED WATER SYSTEM ONLY. ` . �;��f D
<br /> ;,
<br /> C. ALL WORK AND MATERIA�S MUST CONFORM TO CITY OF 4. ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT �yf ��� UNDISTURBED EARTH
<br /> r��,r
<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 /> PROJECT MANAGER
<br /> PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PLAN 2000# @ 28 DAYS ELEVATION LDJ
<br /> PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED. CONCRETE, POURED IN
<br /> LEAST 24 HOURS PRIOR TO COMMENCEMENT OF PLACE PROJECT ENGINEER
<br /> 6. THE MINIMUM COVER FOR WATER MA1NS SHALL BE 3'AND SHALL TJM
<br /> CONSTRUCTION. BE MAINTAINED AT A�L POINTS. aRo�Ecr r�n� ME�neERs '
<br /> 1. BEARING AREA TABLE BASED ON 200 PSI PRESSURE AND 2000 PSF
<br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SOIL BEARING. IF PRESSURE IS GREATER OR SOIL BEARING IS LESS, RJS
<br /> SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON 7. INSTALLATtON OF WATER MAINS AND SERVICE LINES SHALL THE THRUST B�OCK SIZE SHALL BE INCREASED.
<br /> H K
<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 AIRNACUUM 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. sEA�
<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. ���STOj��
<br /> EXISTING, sHa�� aE accEss�B�E ar a��-r�nnEs. MINIMUM BEARING AREA TABLE ��" �'p� wASXf��'��,�
<br /> 8. ALL FIRE HYDRANT SHALL INCLUDE AN APPROVED 5" STORZ ''� '9
<br /> ADAPTER ON THE PUMPER PORT. FITTING TEE 90° 45° 22 1/2° 11 1/4° „�'� � � o
<br /> ca =�, z
<br /> � 4 SQFT 5 SQFT 3 SQFT 2 SQFT 1 SQFT l
<br /> 9. GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES 4 „e V�� ,�
<br /> CONFORMING TO AWWA G509. ALL EXISTING VALVES SHALL BE g�� 4 SQFT 6 SQFT 3 SQFT 2 SQFT 2 SQFT �'o�, kE�9��E9 �`�'
<br /> PRESSURE TESTED BY THE CONTRACTOR PRIOR TO �SSIONAL E���
<br /> CONNECTION. 8"
<br /> 7 SQFT 10 SQFT 6 SQFT 3 SQFT 2 SQFT AS-BUILT ORAWING NOTE:
<br /> 10.ALL CUTTING, TAPPING, REMOVAL AND DISPOSAL OF ASBESTOS 10" 10 SQFT 15 SQFT 9 SQFT 5 SQFT 3 SQFT �„'`�,,,,�Tm���„��
<br /> CEMENT PIPE SHALL BE IN CONFORMANCE WITH THE CURRENT �������
<br /> �2�� 14 SQFT 22 SQFT 12 SQFT 6 SQFT 4 SQFT ��"�T���
<br /> ana�ucaa au�ac nE�cr.�ws nn�
<br /> �,��,�.�i�„��,�N WATER DETAILS
<br /> POLICIES AND PROCEDURES OF THE SNOHOMISH COUNTY ��.m��.anc�►osiar
<br /> HEALTH DEPARTMENT, THE PUGET SOUND AIR POLLUTION 16" ��"���n���
<br /> 25 SQFT 38 SQFT 21 SQFT 11 SQFT 7 SQFT
<br /> 1FESE AS-911T OR/�IBS.
<br /> CONTROL AGENCY AND OTHER PUBLIC OFFICES WITH 32 SQFT 48 SQFT 27 SQFT 14 SQFT 8 SQFT
<br /> JURISDICTION IN THIS MATTER. AT THIS TIME THE POLICY IS 18��
<br /> THAT: 2p�� 69 SQFT 98 SQFT 53 SQFT 27 SQFT 14 SQFT Civi�Engineers i
<br /> A. A PIPE SHALL BE "SNAPPED OFF" RATHER THAN BEING CUT Structural Engineers ;
<br /> y
<br /> WITH ABRASIVE SAW. 24" 98 SQFT 139 SQFT 75 SQFT 39 SQFT 20 SQFT LandscapeArchitects �"
<br /> �
<br /> B. ABANDONED PIPE SHAI.� BE BE LEFT IN THE TRENCH OR Community Planners ;,�;;
<br /> ��� �
<br /> DISPOSED OF IN AN APPROVED METHOD. 9
<br /> Natural Resource co o rsts� ,
<br /> Land Surveyors PRo�Ecr Ho.
<br /> 1 1.A B A N D O N E D W A T E R M A I N S S H A L L B E L E F T I N T H E T H E G R O U N D TH RU ST B LOC KI N G Neig h bors 1 H.O 3-O 1
<br /> UNLESS THEY MUST BE REMOVED BECAUSE OF CONFLICT. THE °A�
<br /> ENDS SHALL BE PLUGGED WITH CONCRETE. � NOT TO SCALE 6/8/2020
<br /> � �
<br /> - PROJECT NETWORK PATH
<br /> 12.ABANDONED VALVES SHAL� HAVE THE OPERATOR NUT CUT OFF
<br /> O AND THE VALVE BOX REMOVED.
<br /> 0 � 13.CONTRACTOR SHALL COORDINATE AND PROVIDE ALL THE T A C O M A • S E A T T L E
<br /> � Q � NECESSARY POWER/FIRE SYSTEM MONtTORING WIRING. S P O K A N E • T R I - C I T I E S SHEET NUMBER
<br /> � �� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 14.CONTRACTOR SHALL PROVIDE GRAVITY DRAIN OR SUMP PUMP 253.383.2422 TEL 253.3832572 FAx www.ahbl.com WEB
<br /> Know what�S beIOW. AND FORCEMAIN DRAIN TO ALL VAULTS. COORDINATE POWER �
<br /> FOR SUMP PUMP AS REQUIRED. AS�B U I LT
<br /> C1II before you dig. PERMIT SET
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg
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