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<br /> '45)o Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> W Z co
<br /> y N
<br /> 16 O
<br /> L� �
<br /> N d O
<br /> B DETAIL A NOTES c
<br /> Tl o � ���� NOTES
<br /> N C 04 --- _ 1. BOLT-DOWN CAPABILITY 15 REQUIRED ON ALL 'LN 8 1. INSTALL CATCH BASIN TOP,FRAME,GRATE AND
<br /> C O FRAMES,GRATES AND COVERS.PROVIDE TWO J \\ GROUT(TYP) SECOONS SO THAT LIFT GATE IS VISIBLE
<br /> 0)Q N HOLES IN THE FRAME THAT ARE VERTICALLY I THROUGH OPENING AND STEPS CLEAR INLET
<br /> ALIGNED WITH THE GRATE OR COVER SLOTS.THE 1
<br /> W y N _ FRAME SHALL ACCEPT THE 5/8"-11 NCX 2" Y / AND RESTRICTOR UNIT.
<br /> STAINLESS STEEL RECESSED ALLEN HEAD CAP SCREW O A A BEING TAPPED,OR OTHER APPROVED MECHANISM. 2. INSTALL LOCKING FRAME&GRATE OR COVER
<br /> Ty O LOCATION OF BOLT DOWN HOLES VARIES BY FLOW FLOW PER STANDARD DRAWINGS 406 AND 610.
<br /> U y b MANUFACTURER. FRAME AND COVER PER STANDARD DRAWING
<br /> ffn610IS REQUIRED IF INSTALLATION IS NOT IN
<br /> 2. REFER TO WSDOT STANDARD SPECIFICATION PAVED AREA OR IS NOT TO FUNCTION AS
<br /> LL° fit Tll
<br /> STANDARDS AND PIECI ICA O S SECTION 4 FOR CATCH BASIN.
<br /> L� 3. 1"VENT HOLE WHEN NOT CONNECTED TO
<br /> IAADDITIONAL REQUIREMENTS.
<br /> 3. FOR FRAME DETAILS,SEE STANDARD DRAWINGS 1 7 COMBINED SEWER SYSTEM. . • • .
<br /> 406 AND 407.
<br /> 4. SEPARATOR ASSEMBLY SEE STANDARD
<br /> 4. ALL GRATES MUST BE STENCILED OR STAMPED PLAN DRAWING 415 AS APPLICABLE.
<br /> o smcB SECTION B-B ISOMETRIC "DUMP NO WASTE,DRAINS TO_,WHERE THE _
<br /> BLANK SHALL BE FILLED INWITH"STREAM",•LAKE', S.
<br /> STEPS PER STANDARD DRAWING 609. 38 NORTHWEST DAVIS,SUITE 300
<br /> f 24" "RIVER','PUGET SOUND",OR'WETLAND"AS PORTLAND,OR 97209
<br /> Din
<br /> 70RSEQUALSPACFS APPUCABLETO THE LOCATION WHERE THE GRATE IS 6. MINCLEARANCE:36"FOR OUTLETS OF 24"AND
<br /> _Lrn0-PAN TO BE INSTALLED. LARGER I8",FOR OUTLETS OF 18-AND SMALLER 503.245.7100
<br /> q
<br /> 7. BAND STRAP WITH GASKET 1505 STH AVE,SUITE 300
<br /> SECTION A-A STANDARD DIRECTIONAL GRATE �, S. SECURE SEPARATORTO CATCH BASIN WITH 8 GA SEATTLE,WA 98101
<br /> ALUMINUM STRAP.BOLT TO CATCH BASIN WALL 206.576.1600
<br /> 3 WITH STAINLESS STEEL ANCHOR BOLTS AND TO
<br /> C! 24"MIN SEPARATOR UNIT.
<br /> B DETAIL A 1014 HOWARD STREET
<br /> 9 LIFT HAND E ASSEMBLY S ESTANDARDUM ROD
<br /> FOR LIFT SAN FRANCISCO,CA 94103
<br /> DRAWING416. 415.252.7063
<br /> C a C ®ANKROM MOISAN ARCHITECTS,INC.
<br /> FLO' ROW
<br /> SECTION E-E 11/4 MAX
<br /> E E (SEE NOTE 1) = 7
<br /> L.L .LL t" qWU STD PLANB-30.3LST ANDCESSED ALLACCEPTABLE
<br /> SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN SCREWS
<br /> .. Cz MUST BE STAINLESS STEEL Z
<br /> g T Q 36"CLEAR ZONE f Q
<br /> �E.B ISOMETRIC Lu
<br /> 11/4•
<br /> 24" CITY OF EVERETT B CITY OF EVERETT
<br /> ^x 4EQUAL SPACES 4 EQUAL SPACES BOLT-DOWN
<br /> ETAIL PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT CeHei
<br /> PASS
<br /> Nueva ux"ixucx1110mTmuxm -%- Ol/03/2019 9 (SRE DETERMINEDTYPE 2 ATCH BAST REQIREMENTS, .. wxxom /25/2017
<br /> VANED GRATES 54"CATCH BASIN DIA MIN) FLOATABLE MATERIALSECTIONC-C BI-DIRECTIONAL OPTION 411 SECTION SEPARATOR AND/ORGASTRAP 414lth
<br /> FOR CATCH BASIN OR INLET I. FOR 12'AND LARGER LINES
<br /> NOTES NOTES LET U S
<br /> 1. W PVC THREADED PLUG MAYBE SUBSTITUTED FOR A. ROMAC,FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P.THREAD TO BE USED ON ALL MAINS 4"DIA
<br /> CAST IRON RING AND COVER IN LANDSCAPING AREA. AND LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br /> DEPARTMENT ATTHE DEVELOPERS OR CONTRACTORS EXPENSE.
<br /> B. 2"BRASS NIPPLE. I
<br /> C. HEAVY DUTY2"GATE VALVE WITH RESILIENT SEAT AND 2"OPERATING NUT.GATE VALVES SHALL BE"WATEROUS" development Partners
<br /> SERIES 25M OR CITY APPROVED EQUAL h'
<br /> D. MUELLER H-15451N OR H-15428N OR APPROVED EQUAL USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER
<br /> WRH POLYETHYLENE TUBING.PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED,USE BRAS$ELBOWS,
<br /> 3/4"RAISED SQUARES, 24" K
<br /> 3/4'APART,1/8"HIGH I K E. RESIDENTIALSERVICE
<br /> 1.PROVIDE 2"POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br /> a.AWWAC901.
<br /> 17 b.AST M D2737,SIDR9(pe3608/4710).
<br /> Q /�❑ ❑ Q 12" c.ASTIM 3350-PE3608 OR PE4710.
<br /> E:lf 2.PROVIDE AalOAWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE F00.
<br /> S. 43/4" E J DIRECT BURY.
<br /> ❑ FIBERJOINT iL�� e.WRAP WIRE AROUND TUBING,ONE WRAPPER FT,ITS ENTIRE LENGTH.
<br /> �❑ T PACKING z b.SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18"
<br /> 45'BEND OF THE OTHER END IN THE METER BOX.
<br /> A i
<br /> BALL F NON-RESIDENTIAL SERVICE
<br /> 1/2"WIDE,1/8"HIGH H VALVE 1.PROVIDE 2"TYPE K COPPER TUBING MEETING ASTM 898,ANSI/NSF 61&APPLICABLE IAPMO STANDARDS.
<br /> RAISED BORDER 1"
<br /> G. BRASS ELBOWS&NIPPLES AS NEEDED.
<br /> CHECK H. METER SETTERS SHALL BE"FORD"70 SERIES COPPER SETTER VBH77-128-I1-77 WITH HORIZONTAL INLET AND
<br /> VALVE OUTLET OR APPROVED EQUAL
<br /> PLAN O I. METERS ALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT ATTHE DEVELOPERS ORCONTRACTORS
<br /> EXPENSE.
<br /> J. PROVIDE METER BOX BODY MANUFACTURED By
<br /> "RAVEN PRODUCTS MODEL RMB-17-30-12",MOUSEHOES CUT,
<br /> D G G D < WITH AASTHO H-20 RATED DUCTILE IRON FLUSH SOLID COVER LID OR EQUAL.
<br /> F K. PLACESAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
<br /> !L e. L. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505.
<br /> 9" E
<br /> 83/4' B C G D
<br /> 1
<br /> a
<br /> 2"METERED WATER SERVICE
<br /> z
<br /> 7^
<br /> 7 3/4'
<br /> $ 8"
<br /> a� CITY OF EVERETT CITY OF EVERETT � Do
<br /> SECTION A-A PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT W
<br /> ' CAST IRON RING AND COVER "or.- „F-m�� `�",,,,,, -�, D3/i3`/2017 �� :xa.:t � ,�.r�,Sax,EW °-a.. M1 2011 Q
<br /> I 81
<br /> INCCLEANROUTATER 421 METERED WATER SERVICES 502 Lu
<br /> U W
<br /> O W ~
<br /> NOTES PARTS m Q _J
<br /> H A H 1. CONTRACTOR SHALL INSTALL VAULT,BYPASS,AND STRAIGHT PIPE THRU VAULT.CITY A.HYDRANTS AND ALL MATERIALS SHALL CONFORM TO W
<br /> UTILITIES DEPARTMENT SHALL PROVIDE AND INS TALL ALL FITTINGS AND ANNA STANDARDS AND SHALL BE OF STANDARD Q _
<br /> APPURTENANCES WITHIN THE VAULT INCLUDING METER,VALVES AND SPOOLS ATTHE MANUFACTURE(MUELLER SUPER CENTURION a250, Q
<br /> DEVELOPERS OR CONTRACTORS EXPENSE. WATEROUS PACER aWB67,OR CITY APPROVED
<br /> EQUAL).
<br /> 2. CITY OF EVERETT WILL SUPPLY AND INSTALL METER AND NOTES'V,IF NEEDED,&"P". Q In ILA J ,%i 0 IN B. 5-1/4"VALVE MINIMUM.
<br /> f A 3. PIPING AND VALVES SHALL BE SUPPORTED SYSTEELSTANDS.THE NUMBER OF AND O N 2
<br /> PLACEMENTOF SUPPORT STANDS TO BE DETERMINED BY CRY OF EVERETT UTILITIES C. 1-1/4"OPERATING NUT AND CAP NUT FOR 2-1/2" C-4 0
<br /> cl
<br /> DEPARTMENT ACCORDING TO SIZE OF PIPE AND METER. 8 MAX RAKE,1/4"PER FT PORTS.
<br /> K
<br /> G 4. VALVESSHALL HAVE A MINIMUM CLEARANCE OF 3"BETWEEN OPERATING NUT AND FROM GROUND LEVEL
<br /> p C G -__________ D. NATIONAL STANDARD ON 2-1/2"PORTS.C
<br /> TOP OF VAULT.
<br /> S. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICULAR TRAFFIC. E. STORZFITTINGWITM NATIONAL STANDARD THREAD
<br /> ON THE 41/2"PORT,
<br /> LO 6. GATE VALVES SHALL BE'WATEROUS"SERIES 2500 OR CITY APPROVED EQUAL C I E F. IFHYDRANT RISES THROUGH CONCRETE,USE REVISION DATE REASON FOR ISSUE
<br /> 7. INSTALLAl10N OF COMPOUND METERS LARGER THAN 8"SHALL BE APPROVED BY THE EXPANSION STRIP AROUND HYDRANT BARREL,PER STD 1 12/15/21 50%CUS
<br /> A A PAN 509.IN ADDITION,INSTALLATION OF THE
<br /> CITYONANINDIVIDUALBASIS. 2 7/12/22 GMP SET
<br /> 1 g E E 8 1 HYDRANT E PRIVATE PROPERTY SHALL OF
<br /> EXCEED THE STANDARDS FOR INSTALLATION OF 3 12/12/22 REVISE PER COMMENTS
<br /> ------------ TRAFFIC SAFETY PUBLIC FIRE HYDRANTS IN THE CRY OF EVERETT.
<br /> D P D PARTS I FEATURE BREAK-OFF VALVE BOX AND EXTENSION PER
<br /> 6"MIN CUR FLANGE,BREAK OFF STANDARD DRAWING 505 G.PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN
<br /> BOTH SIDES A DUCTILE IRON PIPE. J. UTILRV VAULT CO PRECAST VAULT OR NUTS AND BOLTS NECESSARY PER STANDARD DRAWING 508,
<br /> CITY APPROVED EQUAL.
<br /> TEE(NU W/MEGA LUGS x FL). /\//j Y ��i H.STEAMERPORTTO BE FACING STREET OR ROADWAY
<br /> K. NON-SHRINK GROUT. \\` FOR FIRE ENGINE ACCESS.
<br /> C. FLANGE COUPLING ADAPTOR IFUMJ).
<br /> L RANGE x RANGE SPOOL WRH TWO 1/2 C CU WASHED ROCK F 1 I. BREAK-OFF FLANGE TO BE 2"A"ABOVE GROUND D. SPOOL(FIxFLI• 2'TEST OUTLETS&BRASS PLUGS. 1-1-1/2"DRAIN ROCK W Hq
<br /> LENGTH OF SPOOL TO BE 3TIME5 THE DUCTILE IRON TEE LEVEL
<br /> E. GATE VALVE CL 125(FLxFL)W/2" DIAMETER OF THE PIPE TO THE TEST RETAINER (MJxMJxFU OR
<br /> VAULT PLAN OPERATING NUT&ADJUSTABLE VALVE PLUGS PLUS 5". GLANDS jo TAPPING TEE(FL) J. INSTALLCONCRETE PAD AROUND HYDRANT IN
<br /> BOX WITH EXTENSIONS.SEE STD 505. �M. 1"CORPORATION AND SERVICE UNPAVED,SOD AND ASPHALT AREAS PER STANDARD z\' \; DRAWING 508.
<br /> F. METER ASSEMBLY SEE NOTE 2. SADDLE IN ACCORDANCE WITH CITY \/
<br /> STANDARD DRAWING 502,PARTS - K. HYDRANT CONNECTION PIPE TO BE DUCRLE IRON 33745
<br /> G. GATE VALVE(FLxMJ W/MEGA LUG) B• % / CLASS52,ANYINTERMEDIATE JOINTS TO BE MJ WITH 9�, t
<br /> y 6"MINOR WITH ADJUSTABLE VALVE BOX AND q / RETAINER GLANDS,OR FIELD LOCK GASKETS. 13T T�
<br /> A ?� E FA SIDE TYP L F P D E n EXTENSION SEE STD 505. N. 1"DRAIN LINE. 4 \�j • /• /ONAL
<br /> AJ O. 1"90•BEND W/1"BALLVALVE \// �\ L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS .I L1,I
<br /> 3 0 M. 90'ELL(MI W/MEGA LUGS). K OF HIGH GLOSS CATERPILLAR YELLOW,LUXUTE
<br /> P. STRAINER. 116100.516 OR"RUST-OLEUM"a7448 OR APPROVED
<br /> I. UTILITY VAULT D LID KING WITH COx BLOCK
<br /> EQUAL THE PORT CAPS WILL BE PAINTED BLACK.
<br /> TRAFFIC LOADED LOCKING STEEL CONC BLOCK GATE VALVE
<br /> O OO COVERS OR CITY APPROVED EQUAL (MJ x FL) CITY OF EVERETT
<br /> PROVIDE NON-SLIP COVER IF VAULT IS M.PROVIDE FOR A MINIMUM OF 3'CLEAR ZONE AROUND
<br /> LOCATED IN PEDESTRIAN WALKWAY. 6 MIL PLASTIC SHEETING WRAP HYDRANT. STANDARD DETAILS
<br /> UNDISTURBED EARTH
<br /> C B 6"MIN CUR K M B C CITY OF EVERETT CITY OF EVERETT
<br /> EACH SIDE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT
<br /> �6u
<br /> CONSTRUCTION
<br /> I W m O 09]3472018 F '�sm :'t".RT^ Ym"EG.z.u, "`'4"° 579�018
<br /> m COMPOUND METER FIRE HYDRANT
<br /> SECTIONA-A FOR4",6"&B" 504 INSTALLATION 507 DOCUMENTS
<br /> DATE OROJECT NUNBEE
<br /> 12.12.2022 21-056
<br /> NUMBER
<br /> C5.03
<br /> R=ORK\PROJECTS\2021Q1-056 ANKROM COMPASS HEALTMCEIOWG\SHEETS\C5.0 COE DETAILS.DWG 12/122022 uxaieuaxaowaszcmnisxr®mzz av xu<xaw snssoauas wc.
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