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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT C NUMBER <br /> 1801AUJE.1 ROW EVT 0582 <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 ic <br /> WITI WRITTEN APPROVAL OF THE[ITV <br /> 2. DUMMY JOINTS SHALL BE PLACED ON I5-FOOT ENGINEER. 3113 OAKES 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 DRIVEWAYBE30 FEET.S.PR 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 /> 5.5" 1/2"RADIUS <br /> 4. CUM <br /> MYJOINT55HALL BE PLACED EVERY IS <br /> 4. ALL101NT5 SHALL BE CLEAN AND EDGED. FEET.DUMMY JOINTS SHALL BE 3/8".1-1/2". <br /> 1/2"RADIUS 1"RADIUS O - - Z — <br /> S. CONOUT IN TE SHALL ANDARD COMMERCIAL MIX NCALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED V / Q w Z <br /> 2% ,� OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. � O <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L _ Lu Q Q <br /> ° SECTIONS.WOOD FORMS MAY BE USED ON CURVED6. ALL JOINTS SHALL BE CLEANED AND EDGED. <br /> 1"RADIUS SECTIONS. U <br /> ° 1/2../FT Qaa 7. CONCRETE SHALL BE COMMERCIAL MIX AS a J <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n — —a—n— -- CALLED OUT IN WSDOT STANDARD Q <br /> 1 SPECIFICATIONS. O US N <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH STEEL FORMS ONLY MAYBE USED ON TANGENT L N Z Z <br /> TRANSPARENT CURING COMPOUNDaND COVERED � ° ° p SECTIONS'WOOD FORMS MAY BE USED ON !�!I� F <br /> ~ D/WCUT e° „ • BVWATERPAOOFPAPERORPLASTICMEMBRANEIN `6 ° ° 4 CURVEDSECIONS. y/ O O <br /> THE EVENT OF RAIN OR OTHER U NSU ITABLE °° c) w°-6.5" 9 - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> (n <br /> 72 HOURS. °a •°4 v z O <br /> 10.CURB IS TO BE MPOUNYED WITH TRANSPARENT 1 1 Z U <br /> 9. OF2"OF RUSHED SURFACING <br /> SHALL TPIAOURSE. MIN 12" CURING COMPOUND. V Q LU <br /> OF2"OF[RUSHED SURFACING TOP COURSE. C Ncc J P <br /> I1.INDUSTALL RWA IAL <br /> PLOURED BEHIND SHAL ROLL E6"URBMIN IN C z d Q <br /> 24" INDUSTRIAL 2"MIN OF C S SHALL SURFACING <br /> "MIN O <br /> SEE NOTE9 THICK OVER URS2 MIN CRUSHED SURFACING Cr LLJ s <br /> 24" TOP COURSE WITH TOP OF ROCK COMPACTED Cr Q <br /> TO 95%OF MAXIMUM DENSITY. (f <br /> 4 INDUSTRIAL USE ONLY v) W <br /> LL BBB C3 <br /> U <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 /> uOpE 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 5PECIFICATIONS. <br /> ° u ° TYPICAL,2 PLACES " "♦ 3. CONCRETE CURBSWILL BE ANCHORED TOTHE <br /> EXI ING BY USING AN ADHESIVE. <br /> S 4 == PAVEMENT =-=- ! PAVEMENT d 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: 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 />