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CITY OF EVERETT DETAILS/TYPICALS verizonN/ <br /> PROJECT: <br /> PROJECT C NUMBER <br /> 1801AUJE.19 ROW EVT 0580 <br /> NOTES NOTES <br /> CITY OF EVERETT <br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 1. 0.0LLED CURB AND GUTTER MAY ONLY BE USED <br /> SECURELY STAKED. IN HIGHLY INDUSTRIALIZED AREAS AND ONLY <br /> WITH WRITTEN APPROVAL OF THE CITY <br /> 2. DUMMY JOINTS SHALL BE PLACED ON IS-FOOT ENGINEER. 3819 BUCKER AVE <br /> CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> 2. FORMSURELYSLLBETRUETOUNEANDGRADEAND EVERETT,WA <br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT NGE TO CATCH SECURELY STAKED. <br /> BASINS,INLETS AND AT POINTS OF TANGENCY ON B. <br /> STREETMAXIM,A LEYSPA AND DRIVEWAY FEET.P' CURB 3, THRU JOINTS CATCH BASINS,INLETS, <br /> PLACED ADJACENT ALLEYS, <br /> MAXIMUM SPACING SHALL BE 30 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. CUM <br /> MYJOINT55HALL BE PLACED EVERY IS <br /> S.5' 1/2"RADIUS Inc <br /> I <br /> ..�1I 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMY JOINTS SHALL BE 3/8".1-1/2". <br /> 1/2"RADIUS 1"RADIUS O I ` Z <br /> 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED U V Q Z <br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. — <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L j <br /> 6. ALL JOINTS SHALL BE CLEANED AND EDGED. LLI (� Q <br /> ° SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> ° 1"RADIUS SECTIONS. 1/2/FT °° ° 7. CONCRETE SHALL BE COMMERCIAL MIX AS U Q J <br /> a4 <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n CALLED OUT IN WSDOT STANDARD = Q <br /> 1 SPECIFICATIONS. O Lu a N <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH 8. STEEL FORMS ONLY MAYBE USED ON TANGENT L In Z Z <br /> TRANSPARENT CURING COMPOUNDaND COVERED ° ° p SECTION WOOD WOOD FORMS MAYBE USEDON !�^1 F <br /> D/W CUT e° „ • BYWATERPAOOF PAPER OR PLASTIC MEMBRANE IN `6 ° ° 4 CURVED SECTIONS. W O O <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE °° 0 <br /> °-6.5" g - WEATHER.CURING TIME SHALL BEAMINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> 72 HOURS. °a •°4 I.° ° a (� LJJ O <br /> 10.CURB ISTO BE SPRAYED WITH TRANSPARENT 1 1 Z U <br /> 9. ALLCURBANDGUTTERSHALLBEPIACEDONAMIN 12" CURINGCOMPOUND. V <br /> OF 2"OF CRUSHED SURFACING TOP COURSE. C N Q J Z <br /> oaoosoe0000a00000aooso 0 0 0 0 0 o a o o C <br /> 11.ALL INDUSTRWA IAL <br /> PLOURED BEHIND SHAL ROLL E6"URBMIN IN <br /> 24" INDUSTRIAL 2"MIN OF C S SHALL U 6"MIN z LU Q O <br /> SEE NOTE9 THICK OVER URS2 MIN CRUSHED SURFACING Q LLJ <br /> 24" TOP COURSE WITH TOP OF ROCK COMPACTED CC Q J <br /> T095%OF MAXIMUM DENSITY. Q Cf <br /> 4 INDUSTRIAL USE ONLY v) of <br /> Lu ■�■ o <br /> U O <br /> TYPICAL SECTION U <br /> Q <br /> s � <br /> S <br /> CITY OF EVERETT CITY OF EVERETT <br /> `c=�A✓4AE°T PUBLIC WORKS DEPARTMENTFor PUBLIC WORKS DEPARTMENT FORESITE <br /> rCEMENT <br /> — U4/26/2U3] H� �,w�uew U62267201]TYPE A-1ROLLED CURB .0 group <br /> 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. o 1334.00].60fi4 <br /> Suite 400 f1334.00].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 /> 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,AOHESNE DRAWN BY: Ps <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 /> —4— <br /> a• <br /> 1 N I„R <br /> 2., d°' .. EXCEPT AS MAY BE OTHERWISE PROVIDED CONTRACT <br /> n° •_ ^ T" ...:. ", THESE ORAWIN AND SPECIFICATIONS SHALLLL REMAIN TH <br /> MC <br /> $AWCUTl01NT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.. <br /> ° SEE SECTION CEMENTCONCRETE CURB BEING ISSUED IN 6TRICT CONFIDENCE AND SHALL NOTT 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 /> ,. •�26/ZOl7 Q267201] <br /> TYPE E-3 CURB TYPE E-4 CURB ��-- 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 />