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<br /> -_______-__ _-.-____-__l_-- - _ �----- ■
<br /> � ___ _L___ _____ _________________�________________________________ �---- - NOTEs h oes m � t
<br /> PARTS S
<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, 1 � � 2. INSTALL 1/2"x4" EXPANSION STRIP AROUND HYDRANT.
<br /> WATEROUS PACER#WB67,OR CITY APPROVED � .
<br /> 3. GUARD POSTS SHALL BE 6' LONG,9"{N DIAMETER �
<br /> EQUAL). PRECAST CONCRETE OR 6' LONG,6" DIAM SCH 40, ( C l� S U
<br /> z Q �� CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED WITH r h t e �
<br /> B. 5-1 J 4 V A L V E M I N I M U M. � g � �
<br /> T W O C O A T S O F K E L L Y-M O O R E L U X I I T E Q.D.A L K Y D
<br /> � N � o o GLOSS ENAMEL#6100-516 CAT YELLOW OR CITY 1 g2g 43rd Ave E., Ste A
<br /> I� C. 1-1/4 OPERATING NUT AND CAP NUT FOR 2-1/2 j - APPROVED EQUAL S e a t t i e , W A 9 8 1 1 2
<br /> B -MAX RAKE, 1/4" PER FT PORTS. ' 1_ � �
<br /> � FROM GROUND LEVEL „ , 4. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF s h o e s m 4 5 30 4 0 �5�3
<br /> D. NATIONAL STANDARD THREAD ON 2-1/2 PORTS. , N � � I � PUMPER PORT.
<br /> �� I
<br /> E. 5" STORZ FITTING WITH NATIONAL STANDARD THREAD �2 CRUSHED
<br /> �� 5. VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC '
<br /> ON THE 4-1/2" PORT. ' SURFACING � DEIINEATOR POST W/TWO REFLECTOR STRIPS. THEY
<br /> SHALL BE FURNISHED NEW AND UNUSED AND BURIED
<br /> � I� F. IF HYDRANT RISES THROUGH CONCRETE, USE 2 TOP COURSE 24" DEEP,TO LEAVE 18" EXPOSED AS A MARKER POST
<br /> E EXPANSION STRIP AROUND HYDRANT BARREL, PER STD THE IETTER"V"AND THE DISTANCE TO THE VALVE
<br /> � PLAN 509. IN ADDITION, INSTALLATION OF THE ELEVATION PLAN SHALL BE STENCILED ON THE POST WITH 2" HIGH •
<br /> HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR
<br /> NUMERALS,WITH BLACK ENAMEL .
<br /> EXCEED THE STANRARDS FOR INSTALLATION OF
<br /> ' TRAFFIC SAFETY PUBUC FIRE HYDRANTS IN THE CITY OF EVERETT. 6. VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL
<br /> � � VALVE BOX AND EXTENSION PER � FIRE HYDRANT CONCRETE PAD VALVES LOCATED IN UNIMPROVED OR UNPAVED
<br /> � FEATURE BREAK-OFF � STANDARD DRAWING 505
<br /> � FLANGE, BREAK OFF G. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN
<br /> ~���- NUTS AND BOLTS � NECESSARY PER STANDARD DRAWING 508. (SEE NOTES 1 AND 2) AREAS.VALVE MARKER POSTS SHALL BE SET A
<br /> DIRECTED BY THE PUBUC WORKS INSPECTOR IN A SAFE
<br /> AND REASONABIY CONSPICUOUS LOCATION. �
<br /> \ /�/,j` � /\j�j� H. STEAMER PORT TO BE FACING STREET OR ROADWAY
<br /> i, ' FOR FIRE ENGINE ACCESS. 7. VALVE MARKER POSTS ARE NOT REQUIRED FOR ,
<br /> , GUARD POST �CONC HYDRANT PAD AUXILIARY HYDRANT VALVES.
<br /> 1/2 CU YD WASHED ROCK � 1 I. BREAK-OFF FLANGE TO BE 2"-4"ABOVE GROUND 4 /
<br /> 1-1/2" DRAIN ROCK I DUCTILE IRON TEE LEVEL. �
<br /> i (MJxMJxFI)OR
<br /> RETAINER J. INSTALL CONCRETE PAD AROUND HYDRANT IN /
<br /> '�� �GLANDS TAPPING TEE(FL) 36"
<br /> �<� ; O \O UNPAVED,SOD AND ASPHALT AREAS PER STANDARD �
<br /> ���. � � DRAWWG 508.
<br /> �� _ � - --
<br /> �_ K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON i 3 �� c`rt•,� �
<br /> �/ CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH �o
<br /> „ i % � � ' / RETAINER GLANDS,OR FIELD LOCK GASKETS. o �
<br /> 3 �\\ � o �o - -- - -
<br /> o / / \\ \� `,\ ,\, � � °° skilled nurs� ng
<br /> � �
<br /> o ��\j \ �� � I � L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS � � �
<br /> N K , Y ' a d d � t � o n s
<br /> OF HIGH GLOSS CATERPILLAR YELLOW, LUXLITE
<br /> N
<br /> o #6100-516 OR"RUST-OLEUM"#7448 OR APPROVED 3 cr! � �
<br /> Z 12"x 12"x 4° EQUAL.THE PORT CAPS WILL BE PAINTED BLACK. Z N I I I
<br /> Z CONC BLOCK GATE VALVE � I I
<br /> � (MJ x FL) M. PROVIDE FOR A MINIMUM OF 3'CLEAR ZONE AROUND o 36 2235 Lake Heights Drive
<br /> � `-6 MI�PLASTIC SHEETING WRAP HYDRANT. w � '
<br /> ' � PLAN u Everett WA 98208 .
<br /> a ° ELEVATION _ __ __
<br /> � UNDISTURBED EARTH
<br /> N � GUARD POST
<br /> �
<br /> � CITY OF EVERETT o CITY OF EVERETT
<br /> � PUBI.IC WORKS DEPARTMENT Z ' PUBLIC WORKS DEPARTMENT
<br /> �
<br /> Z FIRE HYDRANT GUARD POSTS VALVE MARKER PO
<br /> � �
<br /> �
<br /> QCi[yEngineer SeCtionManager CADMdnaget D�awnBy CurrentRev�a[e �� (SEE NOTES 3 AND 4) CityEngineer Sec[ionManager CADManage� D�awnBV Curtent
<br /> n RYANSASS RHEFTI PAUIWILHELM WRg 5J9/2018 O m (SEE NOTES 5, 6AND 7) RYANSASS RHEFTI PAULWILHELM WRB 12/30�2016
<br /> � STANDARp DPAWING Na. tRLE
<br /> r���E FIRE HYDRANT
<br /> a STANDA0.0�RAWING No.
<br /> d a � FIRE HYDRANT w�
<br /> Q o o a CONC. PAD, GUARD POSTS &
<br /> ram INSTALLATION ' 507 �gM 508
<br /> a�; VALVE MARKER
<br /> V�� . ---- - - -� KEYMAP
<br /> FIRE HYDRANT ASSEMBLY Beth a ny �
<br /> 1 NOT TO SCALE
<br /> of the Northwest
<br /> N0. DATE REVISION
<br /> TES ATER NOTES DOHCRS
<br /> CITY OF EVERETT WATER NO W , 01-28-2019 RESPONSE#1
<br /> CITY OF EVERETT
<br /> -
<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 3 03.29-201 RESPONSE#1 (BLDG)
<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, TESTING, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL ' ; OF BOLTS CITYOFEVERETT
<br /> DISINFECTION, AND RECEIPT OF SATISFACTORY CONSTRUCTION BY WASHINGTON STATE D.O.T. AND �� °,: 4 04.29-2019 RESPONSE#1 (PW)
<br /> BACTERIOLOGICAL TEST RESULTS. WASHINGTON STATE CHAPTER A.P.W.A. ' � 20 LB. TAR PAPER -� - arir oF EVERErr
<br /> _ . _ __
<br /> _ _5_ _�rj.31-20___ RESPONSE#2(PV�
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAWS WILL BE MADE
<br /> 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS `
<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 L/2'
<br /> LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE +� ° �
<br /> 3. THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE J 0 0 0
<br /> PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE �`'�
<br /> APPROXIMATE AND INTENDED TO SHOW THE RELATIVE °
<br /> THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE LOCATION OF THE PROPOSED WATER SYSTEM ONLY. I
<br /> MADE. �
<br /> N F EXISTING UTILITIES ARE APPROXIMATE AND IT � UNDISTURBED EARTH
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF 4. ALL LOCATIO S O
<br /> EVERETT STANDARDS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ;
<br /> THE EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE.
<br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PROJECT MANAGER
<br /> PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT 2000#@ 28 DAYS LD� ____ _____ ___
<br /> PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED. PLAN CONCRETE, POURED IN ELEVATION PROJECT ENGINEER
<br /> LEAST 24 HOURS PRIOR TO COMMENCEMENT OF PLACE _ __
<br /> 6. THE MINIMUM COVER FOR WATER MAINS SHAL� BE 3'AND SHALL J
<br /> PROJECT TEAM MEMBERS
<br /> CONSTRUCTION. BE MAINTAINED AT ALL POINTS.
<br /> 1. BEARING AREA TABLE BASED ON 200 PSI PRESSURE AND 2000 PSF
<br /> RJS
<br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SOIL BEARING. IF PRESSURE IS GREATER OR SOIL BEARING IS LESS, - -
<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. cr+ECK
<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 /> BE RUN TO 12"ABOVE GROUND AT EACH METER, BLOW OFF, AND STANDARDS. THE ENGINEER SHALL BE RESPONSIBLE FOR
<br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES AIRNACUUM VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL
<br /> VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE DETERMINING THE APPROPRIATE SIZE OF ALL THRUST BLOCKS BASED sE^�
<br /> BE MADE USING A 3M DIRECT BURY SPLICE KIT, MODEL DBY. THE ON EXISTING AND LOCAL CONDITIONS.
<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" �,�STOp��,
<br /> WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND FROM THE SPLICE.
<br /> EXISTING SHALL BE ACCESSIBLE AT ALL TIMES. MINIMUM BEARING AREA TABLE ��'��pg wASkj�G,��
<br /> ' 8. ALL FIRE HYDRANT SHALL INCLUDE AN APPROVED 5" STORZ � �� o� ��
<br /> ADAPTER ON THE PUMPER PORT. FITTING TEE 90° 45° 22 1/2° 11 1/4° ` o
<br /> 9. GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES 4" 4 SQFT 5 SQFT 3 SQFT 2 SQFT 1 SQFT
<br /> %r
<br /> CONFORMING TO AWWA C-509. ALL EXISTING VALVES SHALL BE g�� 4 SQFT 6 SQFT 3 SQFT 2 SQFT 2 SQFT ��° '�E�rs�`�° �'��
<br /> PRESSURE TESTED BY THE CONTRACTOR PRIOR TO
<br /> CONNECTION.
<br /> g�� 7 SQFT 10 SQFT 6 SQFT 3 SQFT 2 SQFT �sS10NAL ��`
<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 TITLEWATER DETAILS
<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 -----
<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 - -
<br /> 1$' '
<br /> Civil Engineers ' z�A .
<br /> THAT: 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 �andscapeA�chitects � `� _ � ------
<br /> �: ��
<br /> B. ABANDONED PIPE SHALL BE BE LEFT IN THE TRENCH OR CommuniryPianners � �^:�
<br /> DISPOSED OF IN AN APPROVED METHOD. Natural Resource Ecologists
<br /> Land Surveyors � � � PRo�ECT No.
<br /> 11.ABANDONED WATER MAINS SHALL BE LEFT IN THE THE GROUND T H RU ST B LO C KI N G Neighbors � 18.03-01
<br /> UNLESS THEY MUST BE REMOVED BECAUSE OF CONFLICT. THE � oAr�---"
<br /> ENDS SHALL BE PLUGGED WITH CONCRETE. NOT TO SCALE 12/21/2018
<br /> � � -- --- --- ------ -----__
<br /> - PROJECT NETWORK PATH
<br /> 12.ABANDONED VALVES SHALL HAVE THE OPERATOR NUT CUT OFF ___ __ __ __ _._ _
<br /> O AND THE VALVE BOX REMOVED.
<br /> O 13.CONTRACTOR SHALL COORDINATE AND PROVIDE ALL THE T A C O M A • S E A T T L E
<br /> ��
<br /> �;iTY OF � �: �� ��� �
<br /> a S P O K A N E • T R I - C I T I E sHEET NUMeER---- --
<br /> � Q NECESSARY POWER/FIRE SYSTEM MONITORING WIRING. `�f�;�������r~ ` ' ' '"' �
<br /> � �� ` ` `" `�-°- R•`�` �� ' '� � 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 14.CONTRACTOR SHALL PROVIDE GRAVITY DRAIN OR SUMP PUMP 253.383.2422 TE� 253.383.2572 FAX www.ahbi.com WEB
<br /> ■
<br /> Know what�S beIOW. AND FORCEMAIN DRAIN TO ALL VAULTS. COORDINATE POWER
<br /> FOR SUMP PUMP AS REQUIRED. N OT FO R C O N ST R U CT I O N
<br /> PERMIT SET
<br /> C111 before you dig.
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg
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