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<br />ECTION 13,, TOWNSHIP 28, N, RANGE 4E W. M1.
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<br />1. FORMS SHALL BE TRUE TO LINE AND GRADE AND I 1. W = MAXIMUM WIDTH OF TRENCH.: FOR PIPES 15" --
<br />SECURELY STAKED. ! OR LESS IN DiA W=40". FOR PIPES 18" OR GREATER
<br />.. # - W=1.5 X I.D. + 18". PIPE MUST BE CENTERED IN ' -------- _.-.__- - _
<br />2. DUMMY JOINTS SHALL BE PLACED ON 16-FOOT ; TRENCH: `m
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<br />CENTERS. DUMMY JOINTS SHALL BE 3/8" z 1-1/2`
<br />� fINALJOlNT{t'9UST 1: ALLTRENCHESINROADWAYARE,4SSHALLBE '� � � aI
<br />i 2• ALTERNATE $E SAWCttT X--- - BACKFILLED AND PATCHED WITH TEMPORARYCq
<br />3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH i - EXISTING \7 6 ; 9 10 O.S.H.A. REQUIREMENTS (NO SLOPES STEEPER THAN ASPHAtTAT7yE END OF EACH WORK DAY, UNLESS
<br />1 '-J i U 1:1 EXCEPT FOR.ROCK . €XISTING ASPHALT F _
<br />BASINS, INLETSANDATPOINTS OFTANGENCY ON PAVEMENT / } ASPHALT CONCRETE - PERMISSION 15GRANTED TODOOTHERWISE BYTHE
<br />STREETS, ALLEY AND DRIVEWAY RETURNS. I t % 6' % / / / j CONCRETE-�� TO THICKNESS - - i
<br />. / I CITY :ENGINEER.
<br />MAXIMUM SPACING SHALL BE 30 FEET. PRE -MOLDED jj i / # I d 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL EVENT _
<br />. - :�t - r - . I �. I / _$ Mir _� . / BORROW AS DIRECTED, COMPACT TO , CONCRETE ...":`."` - - ARYPATCHESONTRENCHESSHALLBE
<br />JOINT FILLER SHALL BE 3/8 WIDE AND CONFORM TO / . I _ . 2. ALLTEMPOR
<br />! �, <;- / / i MAXIMUM' DENSITY. PERMANENTLY PATCHED. WITHIN 2 WEEKS OF
<br />- AASHTO DESIGN M213. �. I - / / } - _ I 6 M[N SAWCUT OR LINE DRILL UNDERLYING. CONCRETE
<br />::. / - _ ._ -., i I' - ____.,_•..,.._... ....,..,° - 6"NIINCEMENT CONCRETE TO
<br />COMPLETION OFWORI<1NITHlN ROADWAY AREA.
<br />S.5 I ,r _ ' ....._:. TON GRAVEL IF D T
<br />4. ALL JOINTS SHALL BE CLEAN AND EDGED. . ; REQUIRE BY HE MATCH EXISTING THICKNESS
<br />- :. i ,....i. -i I ....:.:_... I , _ _ FOR PATCHING SHALL BE
<br />ENGINEER TO REPLACE UNSUITABLE MATERIAL 3. ' CEMENT CONCRETER
<br />�.
<br />7 S. "$ - COMMERCIAL MIX A5CALLED OUT INW5DOT-
<br />1/_ RADIUS 3 RADIUS N MATERIAL LASS OR AS -` SHALL BE s AlC A,B MIN CRUSHED SURF.4CINGTOP COURSE
<br />i
<br />5. CONCRETE SHALL 8E COMMERCIAL MiX"A5 CALLED 16^
<br />. - 2% - - WTINtA15DOTSFANDARDSPEC#FtCATIONS. .'.:.`..�:... 3;.._' /^ APPROVED BY THE ENGINEER. - STANDARD SPECIFICATIONS. _ ®®a .
<br />l i SEE STANDARD DRAWlNG614 - a
<br />- - - ....... _/ ✓ s i AC INFORMATION SEE m®� ® ®® n
<br />NDAR PECiF
<br />6. STEEL FORMS MUST BE USED ON TANGENT __.. FOR ADDITIONAL COMPACTION I a a
<br />SECTIONS. WOOD FORMS MAY BE USED ON CURVED i ; � mLL ^' �� 1 STANDARD DWG sls. ' i EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE ®�
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<br />1" RADIUS SECTIONS.
<br />D/W CUT x/ 6. IF DIRECTED BY THE ENGINEER THE TOP THREE 70 se
<br />T 4 %) 7. FINISH SHALL BE LIGHT BROOM FINISH. i 1I /r,' -- - 2 FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL
<br />1(2' / ( BORROW OR SUITABLE NATIVE MATERIAL
<br />D j - ! FINALJOINTMUST"
<br />8. THE FINISHED CURB SHALL BE SPRAYED WITH A COMPACTED TO 95Y. MAXIMUM DENSITY.
<br />TRAN5PARENTCURlNGCOMPOJNDANDCOVERED BE SAWCUT a
<br />` = 7. SEE CITY OF EVERETT STANDARD DWG 326 FOR ASPHALT CONCRETE 3" MIN
<br />,,ae BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN ` )Pik
<br />I :.:. - PAVEMENT PATCH DETAiIS. €XI5TiNG ASPHALT - REPLACEMENT PATCHTO 8E'
<br />m _ THE EVENT OF RAIN OR OTHER UNSUITABLE
<br />i CONCRETE.~^ I" THICKER THAN PREVIOUSLY EXlSTED, ...
<br />. CURING TIME SHALL BE A MINIMUM OF � 4
<br />.72HOURS.: - i - � -:
<br />WEATHER .. - 8.. VERTICAL TRENCH WALLS WITH5HOR}NGTO � - ..,._:,µ�-W_M� NF .S.H A. REGULATIONS.
<br />- CONFORM TO O.S.H.A. ONS,
<br />0 0°0°0°0°0 0 0 0 0 0 0°0 0'0l �a000000 °ao! 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN � 1
<br />0000�ood000000�0000000000oo°ogeoo°oo0°000°0 0 0 0 � OF 2 OF CRUSHED SURFACING TOP COURSc. � 4 S - yf 9. SUBGRADE OR GROUND SURFACE NON -PAVED ( 6" MIN 6" MIN CRUSHED SURFACING
<br />o 0 0 0 f. �- % AREAS. TOP COURSE
<br />SEE NOTE 9'. % / \ V 10. EXCAVATED NATIVE MATERIAL OR.STOCKPiLEO SEE STANDARD DRAWING 614
<br />.. 24 ;� BACKFILL MATERIAL. . .
<br />11. FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY EXISTING ASPHALT CONCRETE OVER PREPARED ) GRADE
<br />BACKFILL ABOVE THE PIPE ZONE SHALL BE
<br />fl i o I O CONTROLLED DENSITY FILL. SEE SECTION 3-9.6
<br />3-20.10E THESE STANDARDS.
<br />TYPICAL SECTION - _ _ _ 3 I _ / c0.`, - FINAL JOINT MUST - - -
<br />I vx 12" FOR UTILITY CUTS SUCH AS GAS, TELEPHONE, ({
<br />. - i z• ! - s - - CEMENT' CONCRETE .(8"MIN)
<br />ROADWAY, BACKFILL SHALL BE CONTROLLED 2 I EX SAWCUT
<br />POWER AND CABLE TV LONGITUDINAL TO THE
<br />C EXISTING CEMENT REPLACEMENT PATCH TO BE
<br />DENSITY FILL. SEE SECTION 3-9.5 OF THESE - I PAVEMENT CONCRETE
<br />19TH#CKERTHAN PREVIOUSLY EXISTED
<br />STANDARDS. - + -
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<br />o ! :. ,(.4 .. - � _ _ 16" Pat1N 6" MiNCRUSffED SURFACING CITY-
<br />OF EVERETT
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<br />_ PUBLIC WORKSDEPARTMENT 1
<br />CITY OF
<br />q PUB H43 DEPA THEN _ I � TOP COURSE PUBLIC WORKS DEPARTMENT
<br />CITY OF EVERETT
<br />N I < : W (SEE NOTEl)
<br />02;a6u:j= ,v2r0..1.,. 7I1 Yo�olf -------�i -,.RmaTJxN SI55 >�D-�ANDEU GT ,,,P,Ar.U�l.s1.1 fhELM i ,,mPF,SN 06r�a{.
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<br />NiSEE STANDARD DRAWING 614 .. -DF{26/ZD17V
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<br />N ( TYPE A-1 ( ! EXISTING CEMENT CONCRETE OVER PREPARED GLADE
<br />F 30% ! ym TYPICAL TRENCH SECTION ��� I SsN' PAVEMENT PATCHING DETAILS 326
<br />s l i CEMENT CONCRETE CURB & GUTTER
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<br />NOTES
<br />A. ROMAC, FORD, OR MUELLER SERVICE,SADDLE WITH C.C. THREAD TO BE USED ON ALL MAINS 4" DIA. AND
<br />LARGER, ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br />DEPARTMENTATTHE DEVELOPERS OR CONTRACTORS EXPENSE
<br />B. COJIPORATION STOP;
<br />3/4" OR 1'' - FORD FB500, OR CITY APPROVED EQUAL
<br />J K C, FORD SERIES LAO-2-33S N!. FOR 3/4" OR 1,A02-44S-NL FOR I" BEND FITTING (1/8 OR 1/4) FOR FLARE x FLARE
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<br />... .. COPPER PHYSICAL BENDS IN POLYETHYLENE. PIPE ARE NOT. ALLOWED. USE APPROPRIATE 1/4OR 1/8 BENDS PER
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<br />NOTE B ABOVE.
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<br />D. USE MOELLER H-15073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE
<br />COPPER FLARE THREAD.
<br />E. RESIDENTIAL SERVICE;. .
<br />_`�•+ °� .1... PROVIDE 3j4' OR I" POLYTTHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
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<br />x 0 a, AW WA C901.
<br />�' • b.ASTM D2239, SIDR 7; FOR ID IRON' PIPE SIZE (!PS). - -
<br />Q C. ASTM 3350. PE3608 OR PE4710.
<br />2. PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR
<br />DIRECT BURY. -
<br />E
<br />C ^ �O a. WRAP WIRE AROUNDTUBING, ONE WRAP PER FT; ITS ENTIRE LENGTH.
<br />b.: SECURE ONE ENDS AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" OF THE
<br />..
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<br />- _..... OTHER END IN THE METER BOX:
<br />F. NON-RESIDENTIAL SERVICE:
<br />A
<br />1. PROVIDE 3/4" OR 1" TYPE K.COPPER TUBING MEETING ASTM 888, ANSI/NSF 61 & APPLICABLE JAPMO
<br />STANDARDS.
<br />.
<br />G. USE 1/9 OR 1/8 BENDBRASSSTSEND WITH MUELLER.H-15426 N iNSTA-TLTE'FITTING OR CITY APPROVED EQUAL
<br />'
<br />£ F G ca FOR IPS-PE PLASTIC PIPE X MALE 1RON PIPE THREAD.
<br />H.''3/4"METERSETTER SHALL @E"A:Y.i<9CDONAL9"62-212WkVTiD33-2>ORAPPROVED EQUAL
<br />1" METER SETTER''SHALL BE "A.Y. MCDONALD" 52-415W WOD44-15 OR CITY APPROVED ECLUAL.
<br />4 METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR
<br />CONTRACTOR EXPENSE
<br />J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, FOR A 3/4" USE MODEL RMB-11-18-12,
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<br />3/4" OR V METERED WATER SERVICE FORA'?" USE MODEL RMB-15-27-12", MOUSEHOLES CUT, `.FdiTH AASTHO H-20 RATED DI FLUSH SOLID COVER
<br />- LID OR EQUAL. - -
<br />K, PLACE SAWOUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
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<br />CITY OF EVERETT
<br />PUBLIC WORKS DEPAkTMENT
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<br />- - .. - Q'xSA55 RNEF"!t"GhPdiJiElYr9 nm t�`Ji�1 =(}17
<br />METERED WATER SERVICES
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<br />PROJ. NO.
<br />19-11
<br />DSN. BY:
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<br />DATE[
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<br />' 1 gyp FOR S @ RI B -
<br />SCALE:
<br />N.T.S.
<br />DRAWING NO.
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