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CITY OF EVERETT DETAILS/TYPICALS verizonN/ <br /> PROJECT: <br /> 1801AVAC.6 ROW EVT 1412 <br /> NOTES NOTES <br /> CITY OF EVERETT <br /> 1. FORMS RELYSTHALL BETRUETO LINE AND GRADE AND 1. 0.0LLEDCINDUST GUTTER MAAS AN BE USED <br /> SECURELY STAKED. IN HIGHLY INDUSTRIALIZED AREAS AND ONLY <br /> WITH WRITTEN APPROVAL OF THE[ITV <br /> 2. DUMMY JOINTS SHALL BE PLACED ONIS-FOOT ENGINEER. 309EASTCASINORD, <br /> CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> 2. FO URELYSLLBETRUETOUNEANDGRADEAND EVERETT,WA <br /> 3. THRU SINS,IJOINTS SHALLBE PLACED ADJACENT NGE TO CATCH SECURELY STAKED. <br /> BASINS,INLETS AND AT POINTS OF TANGENCY ON <br /> STREETMAXIM,A LEYSPA AND DRIVEWAY FEET.P' CURB 3, THRU JOINTS CATCH BASINS, <br /> S,PLACED ADJACENT TO <br /> MAXIMUM SPACING SHALL BE30 FEET.PRE-MOLDED 13"RADIUS CATCH BASINS,INLETS,CURB RETURNS,ALLEYS, <br /> JOINT FILLER SHALL BE 133/B"WIDE AND CONFORM TO OR A MAXIMUM SPACING OF 30 FEET. — <br /> AASHTO DESIGN M213. 12 RADIUS d <br /> 4. DUMMY JOINTS SHALL BE PLACED EVERY IS ui <br /> 5.5' 1/2"flADIUS CC r^ <br /> 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMYIOINTS SHALL BE 3/8"xl-1/2". VJ <br /> 1/2"RADIUS 1"RADIUS O ZO 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED V ♦ ♦ Z <br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. V !1= 0 <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L _ 6. ALL JOINTS SHALL BE CLEANED AND EDGED. LLI (� LL Q <br /> ° SEC DNS.WOOD FORMS MAY BE USED ON CURVED <br /> ° 1"RADIUS SECTIONS. 1/2../FT <br /> °° ° U /E� <br /> Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX AS � LJ J <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n — —a—n— -- CALLED OTIONUT IN WSDOT STANDARD O W N <br /> 1 SPECIFICATIONS. <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A a ° ° 8. STEEL FORMS ON LY MAY BE USED ON TANGENT L In Z Z <br /> TRANSPARENT CURING COMPOUNDaND COVERED ° ° p SECTIONS,WOOD FORMS MAYBE USEDON !�!I� F <br /> D/W CUT e° „ • BYWATERPAOOF PAPER OR PLASTIC MEMBRANE IN `6 ° ° 4 CURVEDSECIONS. y/ O O w Q <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE °° <br /> °-6.5" 9 - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. E (n <br /> 72 HOURS. °a •°4 I.° W O <br /> 10.CURB ISTO BE MPOUNYED WIT"TRANSPARENT ' 1 Q > U <br /> 9. ALLCURB AND GUTTER SHALL BE PLACED ONAMIN 12" CURING COMPOUND. V <br /> OF 2"OF CRUSHED SURFACING TOP COURSE. co J <br /> I1.All SIDEWALKS POURED BEHIND ROLL CURB IN In W Z <br /> 0000000ao 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN z 0- � <br /> SEENOTE9 THICK OVER 2"MIN OF CRUSHED SURFACING Q LLJ 0 <br /> Ir <br /> 24" TOP COURSE WITH TOP OF HOCK COMPACTED Cr Q /Ny U, <br /> LTO 95%OF MAXIMUM DENSITY. L.L <br /> 4 INDUSTRIAL USE ONLY v) Lu <br /> ■ Lu <br /> A Lu ■■■ Z z <br /> U O <br /> TYPICAL SECTION U (n <br /> Q Q <br /> a � <br /> U <br /> s <br /> CITY OF EVERETT CITY OF EVERETT <br /> `c=�A✓4AE°T PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTFor FORESITE <br /> rCEMENT <br /> U6�26]20131TYPE A-1ROLLED CURB gCOU�J CONCRETE CURB&GUTTER 307 p CEMENT CONCRETE CURB&GUTTER 308 <br /> Fn. GreuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E—,Chavez St. 0 1 334.00].60fi4 <br /> Suite 400 11 334.00].6024 <br /> Austin,TX]0]02 <br /> NOTES <br /> 1. CUTORSAWED JOINTS SHALL BE PLACED NOT TO <br /> 1/2"R 1"R 1"R EXCEED 15'ON CENTER.THRU JOINTS SHALL BE <br /> uDAE UAR 6' 10PLUN ED ONLY AT POINTS OF TANGENCY ON <br /> STREET ALLEY AND DRIVEWAY RETURNS AND <br /> �82F SLOpEV PR�� WHERE THRU JOINTS OCCUR IN THE PAVEMENT <br /> 2-1/2" 5" 2-1/2" SLAB. <br /> 2. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br /> vo 1"RADIUS, OUT IN WSDOT STANDARD SPECIFICATIONS. <br /> ° u ° TYPICAL,2 PLACES " "♦ 3. CONCRETE CURBSWILL BE ANCHORED TOTHE <br /> EXI ING BY USING AN ADHESIVE. <br /> S 4 == PAVEMENT =-=- ! PAVEMENT A ADHESIVE PAVEMENT <br /> SHALL MEETTHE REQUIREMENTS OF HE <br /> ° ° a'°, ^' '• '� al-1/2"R e SECTION 9-26.1 OFTHE WSDOT/APWA STANDARD <br /> ° ° °, .. •...... ..,,-, �.,_, AS SPECIFIED SPECIFICATI DNS FOR TYPE 11 EPDXY BONDING ENGINEER: AB <br /> .. .. AGENT <br /> 4,ADHESNE DRAWN BY: AS <br /> REVISIONS <br /> EXTRUDED CEMENT CONCRETE CURB SECTION DESCRIPTION INITIAL <br /> TYPE E-1 CURB TYPE E-2 CURB <br /> 2-3/4" 6" 2-3/4" 2-3/4" 6" 2-3/4" <br /> 15'MAX SPACING <br /> ° <br /> 4 <br /> a• <br /> 1.N • I„R <br /> °' .. EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> n° •_ ^ T" ...:. ", THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> SAWCUTJOINT , PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> ° SEE SECTION CEMENT CONCRETE CURB BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> Y • REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> I WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> ° a � <br /> 11-1/2" JOINT SPACING <br /> SCALE <br /> �� EVERETT CITY OF EVERETT <br /> CITY OF EVER <br /> �AE^PUBLIC WORKS DEPARTMENT =' OL PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A <br /> i•i6/201] ds° mm w° — 06�267201] <br /> TYPE E-3 CURB TYPE E-4 CURB �09 VERTICAL: N/A <br /> TYPES E-1,E-2,E-3&E-4 EXTRUDED CEMENT u <br /> CEMENT CONCRETE CURB&GUTTER .309 I CONCRETE SECTIONS 311 <br /> SHEET: E-02 <br />