|
Exhibit A
<br />Page 7 of 8
<br />R/W
<br />R/W
<br />/ \
<br />1',1
<br />CITY STANDHFDPER
<br />i
<br />GUARD
<br />POST
<br />T't1
<br />i1/�
<br />4' -0" MIN.
<br />OF LEVEL
<br />HYDRANT
<br />RADIUS
<br />GROUND
<br />FlRE
<br />ANGLE METER STOP
<br />COPPER FLARE NUT x
<br />METER SWIVEL NUT
<br />MUELLER H -14255
<br />(COMPRESSION FITTING
<br />ALLOWED) MASTER RADIO READ
<br />METER (CUBIC FEET)
<br />TO BE SUPPLIED BY DISTRICT
<br />HOPE METER BOX W/ D.I. READER
<br />ANGLE DUAL CHECK VALVE
<br />LID. USE SOLID LID N TRAFFIC
<br />AREAS. MIDSTATES PLASTICS W/ METER SWIVEL NUTxF.I.P.
<br />(MUELLER H -14244
<br />MOUSE HOLES, 12" DEEP MODEL BCE
<br />1324 -12XL D.I, LID W/ READER
<br />m
<br />5" STORK' FIRE HYDRANT TO BE PAINTED WITH TWO GOATS OF FARN£ST PAINT,
<br />CASE YELLOW, M% -]672.
<br />HYDRANTS ARE TO EQUAL MkH 929. OR MUELLER A -423.
<br />III HYDRANTS SHALL CONFORM To A.wW A. SPECIFICATIONS c 502 -54;
<br />SHALL BE COMPRESSION TYPE ANO SHALL HAVE A TWO PIECE BREAKING
<br />FLANGE WITH BOILING DRY THIMBLE AT THE GROUND LINE OR STEM; SHALL
<br />HAVE A SELF - OILING DRY BONNET WITH FACTORY FILLED RESERVOIR
<br />1O
<br />,t
<br />^
<br />��
<br />n
<br />V
<br />'
<br />ANGLE METER STOP
<br />F.I.P. x METER FLANGE MASTER RADIO READ
<br />MUELLER H -16286 METER (CUBIC FEET)
<br />TO BE SUPPLIED BY DISTRICT
<br />HOPE METER USE W/ D.I.
<br />READER LID. USE SOLID LID ANGLE DUAL CHECK
<br />IN TRAFFIC AREAS MIDSTATES VALVE METER
<br />PLASTICS (CARSON) WITH IFLANGExF.I.P.
<br />MOUSEH 0-12 12' DEEP MODEL MUELLER H -14244
<br />BEF READER 6 1730 D.I. LID W/
<br />READER BC1730R m�
<br />FINISH GRADE
<br />el
<br />al
<br />��\�
<br />L .
<br />L
<br />• 4' MIN.
<br />DIII
<br />•
<br />18"
<br />2' MIN I I
<br />6" MA %.�-
<br />HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE So
<br />DESIGNED AS TO GIVE A COMPLETE WBRICASHA OF STEMS EACH 11ME THE
<br />HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE.
<br />SIDEWALK PER TUKWILA /SEATAL/
<br />KING COUNTY STANDARDS
<br />CURB k GUTTER FINISHED PAVEMENT.
<br />6
<br />\
<br />\
<br />-
<br />/' 11
<br />yU
<br />II
<br />1
<br />��
<br />O ,=.' n
<br />' VALVE
<br />MARKER POST LJ
<br />MODEL BC 1324RL
<br />FINISH GRADE
<br />PROVIDE
<br />THRUST
<br />BLOCK
<br />�{I- --
<br />tIh
<br />�!'
<br />ry
<br />_
<br />_
<br />COMPRESSION CONNECTION, MUELLER
<br />110 x M.I.P. H -15428
<br />90' ELBOW ry
<br />x E.I.P.
<br />DOUBLE STAINLESS
<br />, ___
<br />SEE VALVE BO%
<br />DETAIL
<br />6" RESILIENT
<br />WEDGE GATE VALVE
<br />CAST IRON
<br />w
<br />o
<br />U
<br />,.I"
<br />It-'- •
<br />o
<br />EI OVATION
<br />PLAN
<br />SHALL BE CONCRETE (MIN.
<br />SHALL BE ]FEET
<br />CENTER OF INC HYDRANT
<br />NOT BE IN DIRECT LINE
<br />PORTS. POSTS
<br />FEET LONG; 3_3 1/2 FEET
<br />PAINTED FINISH
<br />SAME AS FOR HYDRANTS.
<br />POST EOGTITE OR APPROVED
<br />AS SPECIFIED FOR HYDRANTCONNECTION
<br />PAINT DISTANCE FROM THE VALVE
<br />THE VALVE N THE POST WITH BLACK
<br />USING 2" HIGH NUMERALS.
<br />Do■-; ..If'
<br />42
<br />IP
<br />SAND TII
<br />IF.I.P.
<br />SAND
<br />CUT
<br />f 4 MIN.
<br />"1
<br />_ - 3
<br />PRIVATE
<br />"K" SERVICE PIPE
<br />_
<br />STEEL STRAP SADDLE. *
<br />SMITH GLAIR OR ROMAC /
<br />���� �� L PRIVATE
<br />• 4.* COPPER TUBING SERVICE PIPE
<br />COMPRESSION CONNECTION,
<br />DUCTILE IRON MUELLER 110 x M.I.P. H -15428
<br />WATERMAIN
<br />CLASS 52
<br />90' BRASS ELBOW
<br />CORP. STOP F.I.P. x F.I.P.
<br />TAPER BY M.I.P.
<br />MUELLER H -9969 CLOSE NIPPLE,
<br />OR FORD EQUAL BRASS
<br />\
<br />M'. 3' k Mox. 50' CEMENT LINEOJ
<br />FL
<br />-MJ X MJ % GL.
<br />1 ' �-MECHANICAL JOINT
<br />�, 30' MAX. TYPE
<br />/� ?�� COPPER TUBING
<br />v
<br />DUCTILE IRON
<br />WATERMAIN
<br />CLASS 52
<br />CORP. STOP CC BY FLARE
<br />OR COMPRESSION, MUELLER
<br />"CC" H- 15000. DIRECT TAP
<br />TO NEW OR EXISTING MAIN.
<br />MAY USE DOUBLE STRAP
<br />SADDLE W/ CC THREAD.
<br />IN
<br />II
<br />MAIN
<br />'III
<br />it NOTES,
<br />GUARD POST
<br />e" DIA.). POSTS
<br />I� FROM THE
<br />l 1/2 YD. PEA GRAVEL OR 2 -3/4'
<br />! ") ASPHA T COATED
<br />WASHED ROCK (3/B" TO 3
<br />STEEL SH CKLE
<br />1 CONC. BLOCKING RODS. SEE BLOCKING
<br />DIM. 1'X1' %3" DETAIL /
<br />fi' DIA. DUCTILE UNDISTURBED
<br />UNDISTURBED IRON PIPE SOIL
<br />SOIL FLANGE JOINT
<br />PROVIDE SHACKLE RODS OR MEGALUCS
<br />NOTES: PER LOCAL JURISDICTION
<br />A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 1/2' N S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE
<br />PORT, ANO SHALL HAVE A 1 1/a" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M J. BOTTOM
<br />AND 5 1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE
<br />PUMPER DISCHARGE PORT.
<br />B. WHERE NO CURB k GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER LINE)
<br />CLOSE TO PROPERTY LINE.
<br />C. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF WKWHA MUNICIPAL CODE 14.24 ANO
<br />Cltt ORDINANCE OR CITY OF SEATAL REQUIREMENTS.
<br />6
<br />AND SHALL
<br />WITH ANY DISCHARGE
<br />SHALL BE 6
<br />SHALL BE BURIED.
<br />/ / SHALL BE THE
<br />VALVE MARKET
<br />EQUAL. PAINT
<br />GUARD POST.
<br />MARKER TO
<br />all / / ENAMEL PAINT.
<br />/ /
<br />FILL
<br />ONLY IIFT�EXISTING MAIN IS D.I. OTHERWISE USE SADDLE W/ CC THREAD STD. DETAIL No. 1
<br />STD. DETAILL No. 2
<br />• 41/4" NST CITIES OF SEATAL AND TUKMILA
<br />R." SST KING COUNTY STD. DETAIL No. 3
<br />HYDRANT IN CUT/FILL AREA
<br />STD. DETAILL No. 4
<br />4l--'7�11.C/�
<br />sere
<br />ul
<br />Cont
<br />3/4' 8 1' DOMESTIC SERVICE DETAIL
<br />o 4�M
<br />King County
<br />Water District
<br />No. 125
<br />T
<br />i-1--'--
<br />v"e
<br />Consulting
<br />1 -1/2' 8 2' DOMESTIC SERVICE DETAIL
<br />o d gl
<br />Kin g County
<br />Water Dist
<br />No. 125
<br />Ete.ee..g
<br />°°
<br />Consulta,
<br />FIRE HYDRANT ASSEMBLY DETAIL
<br />d 4n
<br />VALVE MARKER / GUARD POSTS
<br />a 0B
<br />°1O1 OAIE
<br />BEi03X00
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<br />Kin g Count y
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<br />wsRc, ,P.RDED
<br />Kin g County
<br />Water District
<br />t
<br />No. 125
<br />PLOT SCALE
<br />-\CADXcILSXwaIS Xw\ RR
<br />0 „E ,PPnO <0
<br />NTS
<br />...,13,0,3 4.0. AVE PHASE III _OP
<br />°LOTS
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<br />OrtPPRD
<br />Water District
<br />No. 125
<br />.ne
<br />co....... cO :La
<br />PLO, s4
<br />OMEN E
<br />X Cxosce �Ls\0Sr.IC,s\.5\SWOT
<br />RN TTROLED
<br />B
<br />BLIND A A
<br />FLANGE
<br />�II�II ',In �I'.,II
<br />B
<br />NOTES:
<br />NEW SECTIONS OF WATER MAIN THAT
<br />SEPARATED FROM THE EXISTING SYSTEM.
<br />SAMPLING HAS BEEN COMPLETED, THE
<br />THE CHLORINE CONCENTRATION N USED
<br />NON- POTABLE.
<br />AN APPROVED BACKFLOW PREVENTION
<br />THE NEW WATER MAIN DURING DISINFECTION
<br />PIPING MUST BE REMOVED DURING HYDROSTATIC
<br />AFTER SATISFACTORY BACTERIOLOGICAL
<br />OF CONNECTING PIPE MUST BE INSTALLED
<br />INTERIORS OF ALL PIPE AND FITTINGS
<br />AVAILABLE CHLORINE SOLUTION.
<br />APPROVED
<br />PREVENTION
<br />8255, 2" OR
<br />- 1 _
<br />111• •i �ry�l.ti1t
<br />HYDRANT
<br />METER. RENT
<br />FROM DISTRICT
<br />ARE INSTALLED WHEN EXPANDING A DISTRIBUTION
<br />UNTIL SATISFACTORY FLUSHING, DISINFECTION
<br />NEW WATER MAIN ROSE CONMIM
<br />FOR DISINFECTION PROCEDURES (MINIMUM
<br />ASSEMBLY MUST BE USED ON THE SUPPLYING
<br />AND FLUSHING. THE BACKFLOW
<br />PRESSURE TESTING OF THE
<br />SAMPLE RESULTS ARE OBTAINED FROM
<br />BETWEEN IT AND THE EXISTING SYSTEM.
<br />USED TO MAKE THE CONNECTION MUST
<br />B ASSEMBLY, FEBCO MODEL
<br />APPROVED EQUAL
<br />NEW
<br />i'�1 (14G. NYORANi
<br />O f ell HYDRANT iIZ O Ili
<br />SYSTEM MUST BE
<br />AND BACTERIOLOGICAL
<br />CONTAMINATED. IN ADDITION,
<br />25 mg /I) MAKES WATER
<br />WATER LINE WHEN FILLING
<br />PREVENTION ASSEMBLY AND SUPPLY
<br />NEW WATER MAIN.
<br />THE NEW WATER MAIN, SECTIONS
<br />BEFORE INSTALLATION, THE
<br />BE SWABBED OR SPRAYED WITH A 15
<br />FLUSHING / DISCHARGE
<br />ALTERNATIVES
<br />\
<br />VALVE BOX TO BE OLYMPIC
<br />FOUNDRY OR EQUAL
<br />EARS TO BE ALIGNED WITH PIPE LINE
<br />3'x3'x2" ASPHALT PAD
<br />DIA.
<br />MIN.
<br />METAL STOCK
<br />SCREW.
<br />MEASUREMENT.
<br />EXTENSION
<br />•
<br />�I'�,I�
<br />VERTICAL BLOCKING
<br />OR 11 v: - 221' - 30' BENDS
<br />GALVANIZED(OR ASPHALT COATED STEEL),
<br />THREADED ROOS AND PIPE CLAMPS
<br />BLIND
<br />P0S
<br />18"
<br />2" SQUARE
<br />OPERATING NUT
<br />I FLANGE A
<br />II
<br />CAPPED CROSS 90' BEND TEE W/ PLUG TEE W/0 PLUG
<br />THRUST BLOCK -TABLE
<br />Min. Bearing Area Against Undisturbed Soil
<br />BLIND FLANGE
<br />OR SMALLER
<br />PIPE
<br />SIZE
<br />(Inches)
<br />v. B.
<br />(degrees)
<br />Cu. FT.
<br />A
<br />(feet)
<br />D
<br />(iacnes)
<br />L
<br />(feel)
<br />SEE DETAIL ./
<br />4
<br />6
<br />e
<br />10_12
<br />t5
<br />16 -20
<br />225
<br />30
<br />111
<br />221/4
<br />30
<br />K
<br />221/4
<br />J1D1
<br />22'A
<br />30
<br />111
<br />221
<br />30
<br />11N
<br />301
<br />I1 V.
<br />221
<br />30
<br />iB
<br />1l
<br />11
<br />25
<br />41
<br />16
<br />70
<br />33
<br />88
<br />132
<br />70
<br />184
<br />275
<br />91
<br />330
<br />0
<br />320
<br />BO
<br />2.2
<br />26
<br />2.2
<br />2.9
<br />3.5
<br />2.5
<br />3.6
<br />3.2
<br />45
<br />5.1
<br />1
<br />5.7
<br />6.5
<br />45
<br />6.9
<br />5.0
<br />6.B
<br />7.9
<br />4:
<br />n
<br />Y,
<br />k
<br />TA
<br />1N
<br />1.
<br />TA
<br />1>t
<br />1>f
<br />lit
<br />2.0
<br />2.0
<br />2.0
<br />00
<br />3.0
<br />3.0
<br />4.0
<br />34.0,
<br />45
<br />3.5
<br />4.5
<br />55
<br />1/3 TOTAL LENGTH
<br />Pipe
<br />Size
<br />A
<br />(It T)
<br />BC
<br />((t 2)
<br />(fly
<br />DE
<br />(Its
<br />(ft�
<br />1
<br />SIZE PIPE
<br />G G
<br />4"
<br />6'
<br />10"
<br />12"
<br />HP
<br />i6"
<br />18"
<br />20"
<br />24"
<br />30"
<br />3
<br />11
<br />16
<br />22
<br />29
<br />436
<br />5
<br />64
<br />101
<br />10
<br />14
<br />19
<br />25
<br />31
<br />39
<br />56
<br />87
<br />1
<br />1
<br />I
<br />2
<br />2
<br />3 1
<br />5 2
<br />1
<br />1
<br />-I,1
<br />CAP
<br />B =�
<br />; 'MIS
<br />, _
<br />4" MIN. OVERLAP
<br />i
<br />1
<br />4 1 {4'
<br />1 1
<br />THICKNESS
<br />C
<br />T
<br />1 NI
<br />1" SOLID
<br />p %
<br />// VB
<br />/
<br />L UNDISTURBED
<br />EARTH
<br />ON EXISTING
<br />■,■ WATER MAIN
<br />jl�
<br />jljlj
<br />NOTES:
<br />I
<br />1. BEARING AREA OF CONCRETE THRUST -BLEAK BASED ilup �I,•I�
<br />ON 200 P51 PRESSURE AND SAFE SOIL BEARING LOAD 1 . 1 /
<br />OF A MINIMUM PER SQUARE FOOT. !
<br />2 AREA MUST BE A
<br />PRESSURES AND SOIL CONDITIONS.
<br />3. CONCRETE POUNDS OJU5100 FOR OTHER PIPE SIZES. %
<br />CRETE BLOCKING SHALL BE CAST IN PLACE AND 45' BEND 22 1/2' BEND
<br />OF I/4 SOU ARE FOOT BEARING
<br />AGAINST THE FITTING.
<br />4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND
<br />SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP TE
<br />OR DISMANTLING OF JOINT.
<br />5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE
<br />TO CONINUOD FULL TEST PRESSURE IO WELL AS
<br />TO ERN ALL CONTINUOUSLY V4THSTAND S OPERATION PRESSURE
<br />UNDER ALL CONDITIONS OF sERNCE.
<br />fi. THRUST BLOCK IS CONSIOEREO TO ACT AS A SPREAD S�I,,,
<br />FOOLING; THEREFORE HEIGHT OF BLOCK MUST BE EQUAL '.r
<br />TO OR LESS THAN 1/2 THE DEP. FROM THE GROUND
<br />SURFACE TO THE BLOCK'S BASE.
<br />11 1/4' BEND
<br />7. THE QUANTITY OF CONCRETE DEPENDS UPON THE DISTANCE
<br />BETWEEN THE PIPE AND THE UNDISTURBED SOIL.
<br />8. PROVDE RESTRAINED JOINT BENDS AND PIPE IN LIEU
<br />OF BLOCKS IF THERE ARE SPACE CONFLICTS OR
<br />VERTICAL BLOCKING FOR 45' BENDS
<br />L
<br />A O
<br />NEW
<br />HYDRANT MAY BE
<br />bI�I�
<br />2" PHAVE
<br />i
<br />4
<br />6
<br />B
<br />12
<br />16
<br />20
<br />24
<br />45
<br />30
<br />23
<br />123
<br />232
<br />478
<br />560
<br />820
<br />3.1
<br />50
<br />fi.t
<br />7.8
<br />8.2
<br />9.4
<br />Y,
<br />iN
<br />1V
<br />1%
<br />2.o
<br />2.5
<br />4.0
<br />4.5
<br />•
<br />.1�
<br />TEMPORARY TEST
<br />BLOCKING
<br />I
<br />2h"
<br />LENGTH
<br />TEMPORARY
<br />AS - WSE
<br />DISCHARGE
<br />SUPPLY HOSE USED
<br />IN
<br />41 ll
<br />FOR FLUSHING /
<br />IF TEE IS
<br />10' OF 1HE END
<br />OF PIPE
<br />II
<br />I I , �..-- 3/8" SET
<br />PLUG
<br />�_,
<br />2 1/4" SQUARE INSIDE
<br />1/8" MIN. THICKNESS
<br />VALVE OPERATING NUT
<br />EX.
<br />X MAIN III
<br />Illl
<br />_
<br />I 1� _
<br />or i I�III
<br />III
<br />A
<br />OCR (CAL 1,0%1T G FOR 11 V:, 2214'
<br />NOTE: 30', 45', BENDS
<br />CONCRETE BLOCKING BA5E0 ON 200 PSI
<br />PRESSURE AND 2500 PSI CONCRETE, ANO
<br />2000 PSF MIN SOIL BEARING CAPACITY
<br />•90' VERTICAL BENDS NOT ALLOWED ON
<br />PIPE LARGER THAN 8 INCHES DIA.
<br />_
<br />_J
<br />10' MA %
<br />NEW WATER
<br />MAIN HYDRANT TEE TEMPORARY CAP
<br />NOTES:
<br />1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE.
<br />2, ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE.
<br />}, MAXIMUM DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH GRADE TO BE 2 FEET,
<br />4. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT,
<br />5 31/43'x2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE.
<br />ryp, OR PLUG
<br />TEMPORARY TEST
<br />BLOCKING
<br />BEARING AREA HAS BEEN DISTURBED.
<br />STD, DETAIL No. 5
<br />STD. DETAIL No. 6
<br />STD. DETAIL No, 7
<br />STD. DETAIL No. 8
<br />$13 WASyT n
<br />qe Li
<br />A1Is
<br />��ISr � C �
<br />S'ONAL �yG
<br />2/23/17
<br />HORIZONTAL THRUST BLOCKING
<br />DETAIL 8 TABLE
<br />o ^
<br />Ana
<br />��
<br />•
<br />VERTICAL THRUST BLOCKING
<br />DETAIL 8 TABLE
<br />o
<br />Ru>S�P
<br />King County
<br />Water District
<br />No. 125
<br />�' ^�E
<br />WATER MAIN FILLING DETAIL
<br />e, 4:I
<br />wag
<br />King County
<br />Water District
<br />No. 125
<br />_ -.
<br />ee
<br />C i a
<br />VALVE EXTENSION DETAIL
<br />o 4r.1
<br />NAT
<br />King County
<br />Water District
<br />No. 125
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<br />No. 125
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<br />DATE APPROVED
<br />DESIGNED DH
<br />11255 Kirkland Way, Suite 300
<br />PACE � Kirkland, WA 98033
<br />�� p. 425.827.2014IL425.827.5043
<br />Civil I Structural I Planning I Survey
<br />An Engineering Services Company paceengrs.com
<br />9�tri
<br />King County ,�r•
<br />Water District :
<br />No. 125
<br />DATE
<br />FEBRUARY 2017
<br />42ND AVE PHASE 111
<br />NOTES & DETAILS
<br />JOB NUMBER
<br />13073.00
<br />DRAWN MM
<br />DWG NAME: P13073_DET
<br />SCALE
<br />AS NOTED
<br />SHEET 7 OF 7
<br />CHECKED DH
<br />SYM
<br />REVISION
<br />DATE
<br />BY
<br />APP'D
<br />Page 7 of 8
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