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NE 1149 SW 114, SEC. 30, T.29N.,
<br />CITY OF EVERETT, WASHINGTON
<br />Ell
<br />EXIST,
<br />CURB
<br />urY
<br />PAVEMENT
<br />NOTES I I NOLITH-iCTHICKENEDEDGE NlOi NOTES
<br />1. FORMS SHALL BE TRUE TO UINIE AND GRADE AND 3/8' FULL DERIH EXPANSION FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALNS SHALL BE A MINIMUM Of 4"T MCI(, AND
<br />SECURELY STAKED, V, R
<br />JOINT 30'MAXPJTERVAL MATCH JOINT 3010AX INTERVAL SHALI BE COMMEACIAi MIX CONCRETE AS CALLED
<br />HMA OR CONC OUT IN WSDOT STU' SPECS, V.11TH AIR ENTRAINNIENT
<br />2. DUMNAY JOINTS SHALL BE PLACED ON 15-rOOT CURB FULL DEPTH JOINTS V-GRCOW CONTROL (ro I N 4. 5 3%, MA Y,• 6, 5
<br />CENTERS. DUNIMY 10INTS SHALL BE 3/8" x 1-1/2"101'NT 1/4t'DEEP 5' PAVEiNAENT 2v. Sr
<br />3/8" HALF DEPTH
<br />I INTERVALS BETWEEN FULL
<br />2, SIDEWALK FULL DERTH EXPANSION J'OINTS SHALL
<br />-ft.) MATCH 7�105E IN
<br />3, THRU JOINTS SHALL BE 1"LACEL) ADJACENT TO CATC fXPANSION JOINT AND HALF DEPTH EXPANSION GENERALLY BE PLACED
<br />BASINS, INLETS AND AT POINTS OFTANGENCY ON 15'INTERIIALI, jOINTSTYP ADJACENT CURB & CUTTER (WITHOUT PLANTER
<br />STREEM, ALLEY AND DRIVEWAY RETURNS. BETWELAN FULL DEPTH 3/8" HALF DEPTH t STPtP) IvIAXIMUNI SPACING OF 30 FEET, FINAL
<br />� -07, 'ELBY'THE MAXIMIUM SPACING SHALL BE -3 EXPANSION JOINT
<br />0 FEET. PRE-10OLDED SPACI'NG DETER11,11NATION SHALL BE DECIL
<br />i INSPEC70P IN THE FIELD,
<br />JOINT FILLER SHAI L BE 3/9" WIDE AND CONFORIMTO IS' INTERVALS
<br />AASHTO DESIGN M213, --b(`fixBETWEEN FULL.
<br />"x 3. SUBGRADE SHALL BE CM OPACTEDO PL
<br />OT' L-ESS THAN
<br />DEP�H 95%' OF IMAXIMUNI OIENSITY.
<br />4. ALL JOINTS SHALL BE CLEAN AND EDGED, V-GROVE CONTROL
<br />MONOLITHIC CURB
<br />1/2" RADIUS RADIUS JOINT 1/4" DEEP 6` N- >1 4- SIOC WALF, SHALL, BE Xr ,;;AST 6" THICK IN 010VEVulAYS
<br />& SIDEWALK SECTION AND BEHINID ROLL-WAB (STANDARU DRAWING 308),
<br />5� CONCRETE SHALL BE COPAMEROAL MIX AS CALLED FROM FACE OF CURB
<br />OUT IN ANSDOT STANDARD SPECIfICATIONS,
<br />5. THE FINISHEDSIDEWALK SHALL BE SPRAYED WIT A
<br />6, STEEL FORMS MUST BE USED ON TAINGANT TRANSPARENT CURING COMPOUND COVERE!,�p By
<br />6A P E R P LAN S
<br />VATERPROOV PAPER OR PLASTIC SHEETING it
<br />%r 4 THE
<br />SECTIONS- WOOD FORMS MAY BE USED ON CURVED V-GROVE CONTROLJOINT 1/4" a '� - g�
<br />f pa 51 MIN EVFNTOF RAIN OR OTHER INCLEMENT WEATHER,
<br />1"RADIUS SECTIONS. DEEP 5' INTERVALS BETWEEN
<br />CURIING TIME SHALL BE FOR A MINIMUM OF 72
<br />FULL AND HALF DEPTH W AMAX I
<br />M 0 N 0 L 17 H I C HOURS-
<br />7- FINISH SHALL BE LIGHT BROOM FINISH� EXPANSION JOINTS TIP
<br />CURB &5RDEWALK
<br />'B
<br />NTS 6AILJOH LL BE CLEANED AND EDGED WITH AN
<br />M I T117E E-1 CUR
<br />4, 8. THE FINISHED CURS SHALL BE SPRAYED WITH A
<br />EDGER HAVI?4G A ��jg" RADIUS APTER FINAL BROOM
<br />F 1 N 1514 1 S 1C 0 M P it - ET E,-,), TRANSPARENT CURIM3 COMPOUND AND COVERE
<br />TYPE E-1 CURB SW
<br />HPVIA OR CONC
<br />BY WATERPROOF PAPER OR PLASTIC MDABRANE IN L
<br />-0/w CUT PAVFMEP47 2" CRUSHHO SURFACINIG 7z SMEWALKS PIRE TIVIIN WIDE, EY"EILIT 6'ALONG44
<br />THE EVENT OF PAIN OR OTHER UNSUITABLE
<br />BASE COURSE, COPAPACTED
<br />6 TO 95% MAX DENSITY ARTERIALS, IN COMNILRCIAl ARtAS, Oil AS
<br />WEATHER. CURING TIME SHALL BE A MINIMUM, OP 3/8" �ULIL DEPTH EXPANSION APPROVED BY THE 011e ENGINE-911,
<br />72 HOURS, E- 1 CURB -
<br />'A i 0 NIT 30'MAX lNTPRVA' L MATCH TYPE
<br />CURB FULL DEPTH C
<br />JOINTS URB REVEAL MUST MAT CH EXISTING TOP OF CURP,
<br />9. ALL CURE. AND GUTTER SHALL BE PLACED ON A MIN
<br />FOR REPL4CEMENT PROIECTS. THIS hAE'ANS THXf THE
<br />TYPE E-1 CURB, PLANTER STRIP &
<br />0 0 0 0 0 0_ OF 2" Of CPUSHED.'.'tURIrACIiNGTO�'COURSE. V-GROVE, CONTROL JOINT 1/4" UEEP r-UU CURB ISP UrkCEO IN AS SHOWN IN THE'tYPICAL
<br />5' INTERVALS BETWEEN FULLAIND 112" FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT ,HE ASPHALT STREET WILL COVER PACE
<br />HALF DEPTPEAPANSIW4 JOINTS TYP JOINT 301VIAXINTERVAL OF CURS SO LESS THAN G" MAYBE REVEALED,
<br />SEE NOTE -q-
<br />24" GROVE CONTROL
<br />S'MIN
<br />/-318" HALF DEPTH JOINT 1/4"DEEP 52�
<br />tf
<br />N JOINT EXPANSID INTERVALS BETWEEN FULL 'OLD JOINT
<br />wr -- - -/ DE' 'lx ER'%ALS BE-,V-u AND HALF PTH EXPANSION 294, IVI A X f
<br />30'FULL DEPTH JOINT JOMTSTYP HNIA OR CONC
<br />PAVEMENT fl
<br />3/8" HAI F OEPTH
<br />TYPICAL SECTION ION jOINT
<br />\-22" CRUSHED SURFACING BASE -T WE E N. 4
<br />TED TO 95%
<br />i INTERVALS BEE TYPE. s*
<br />DEfPTH JOINTS CURB & CL
<br />30* FULI COURSE, COPAPAC, COLL) JOINT TIT': 9
<br />MAX DENSITY
<br />I40ARD
<br />DRAVVING 307
<br />�25
<br />MONOLITHIC CURB & SIDEWALK SECTION
<br />J,
<br />CITY OF EVERETT
<br />CITY OF EVERTT
<br />YT PUBLIC WORKS DEPARTMENT
<br />PUBLIC WORKS DEPARIMEMN I
<br />04/26[20171
<br />TYPE' A-1
<br />CURB & CUTTER
<br />TYPE A-1
<br />307 A CEMENT CONCRETE CURB &
<br />CEMENT CONCRETE CURB & bUT7rR TYPE A CURB & SW
<br />SIDE -WALK DETAILS 312
<br />51 MIN
<br />2%
<br />-s
<br />SECTION A -A
<br />USING TYPE A-1 CURS
<br />EXIST
<br />PAVEMEIN
<br />t i 11. � 1110
<br />SECTION R® BASE COURSE
<br />USING MONOLITHIC CURB & SW
<br />NOTES
<br />i. EQUALS WIDTH OF DRIVEW, AY AT PROPERTY LINE.
<br />2. 3/8' WIDE FULL DEPTH EXPANSION JOINT.
<br />3. 3/8" WIDE FULL DEPTH EXPAN51%l JOINT IF
<br />NOTE I ABOVE IS !S'OR GREATER-
<br />4. WITHIN THE CITY RIGHT-OF-WAY THE DMVE4AIAY
<br />-SHALL BE SURFACED WITH ASPHALT OR
<br />CONCREIL.
<br />5- THE DRIVEWAY RAMP INCLUDING I.-VING RANIPS
<br />SHALL BE CONCRETE COMMERCIAL MIX AS
<br />CALLED OUT IN WSOOT STAINDAkl)
<br />SPECIFICATIONS, A NIIN OF 6" 7HICK AND PLACED
<br />ON A MINIMUM OF 2" CRUSHED SURFACING
<br />BASE COURSE CONIPACTEO TO 95%, MAXIMUN4
<br />DENSITY.
<br />6. MAINTAIN 1/2" LIP AT GUTTER.
<br />EXIST MONOLITHIC
<br />CURB AND SW
<br />v
<br />CITY OF EVERETT
<br />rr, PUBLIC WORK 3 DEPARTMENT
<br />jig HiM
<br />y
<br />CEMENT CONCRETE
<br />3715 10-
<br />DRIVEWAY RAMP TYPE ® 1
<br />FINAL JOINT MUST
<br />or --3A ICU
<br />fXISTING A
<br />CONCRETE
<br />ASPHALT CONCRETE (2" MIN)
<br />I
<br />TO I NIATCH EXISTING THICKNESS
<br />EXISTING CEMENT
<br />CONCRETE
<br />61, MIN CEMENT CONCRETE TO
<br />MATCH EXISTING THICKNESS
<br />:IN C -RUSHEE � SURrACOI6 TOP COURSE
<br />SEE STANDARDURAWING 614
<br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
<br />FINAL IOINT MUST
<br />BE SAWCUT
<br />ASPHALT CONCRETE 10" MIN)
<br />EXISTING ASPHALT 4
<br />REPLACEMENT PATCH TO BF
<br />co;,IcRETE —
<br />4
<br />I" THICKER THANI PREVIOUSLY EXISTED
<br />6" MIN CRUSHED SURFACIING
<br />TOP COURSE
<br />SEE STANDARD DRAWING 614
<br />EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
<br />FINAL JOINT MUST
<br />BE _-NIk vV k- V I
<br />EXISTING CE
<br />CONCRETE
<br />PAVEMENT
<br />CEMENT CONCRETE {2" NAIN)
<br />REPLACEMENT PATCH TO BE
<br />I" THICKER THAN PREEVIOUSLY EXISTED
<br />6" PAIN' CRUSHED SURFACPIG
<br />TOP COURSE
<br />SEE STANDARD DRAVIiNS 6 14
<br />EXISTING CEMENT CONCRETE OVER PREPARED GRADE
<br />NOTES
<br />1. ALL TRENICHES IN ROAWIVAY AREAS SHALL BE
<br />BACKPILLED AND PATCHED WITH TEMPORARY
<br />ASPHALT AT THE END OF EACH WOPF.DAY, UNLFS5
<br />PERMISSION 15 CRANTELF TO DO OT HERWISE BY THE
<br />CITY ENGINEER.
<br />2 18S SHALL BE
<br />ALL TEPOPORARY PATCHES ON TRENCH
<br />PERMANENTLY PATCHED WITHIN 2 WEE IS or
<br />C'OMPLETION OF WORT WITHIIQ1 ROADWAY AREA.
<br />3. ClitVIENT CONCRTE VCR PATCHING SHALL BE
<br />COINAMIERCUAL MIY AS CALLED OUT IN WSDCT
<br />STANDARD SPECIFICATIC)iNS,
<br />CITY 0F EVERETT
<br />rr PUBLIC WORKS DEPARTMENT
<br />PAVENIENT PATCHING DETAIE
<br />mwl��Fl
<br />Cll'Y OF EVEREFT
<br />RFVIFIJVFI-) FnR PFRMIT
<br />
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