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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.004 ROW EVT 0586 <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 ON IS-FOOT ENGINEER. 242O 39TH STREET <br /> CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> 2. FORMSURELYSLLBETRUETOUNEANDGRADEAND EVERETT,WA <br /> 3. THRU SINS,IJOINTS SHALL BE PLACED ADJACENT NGE TO CATCH SECURELY STAKED. <br /> BASINS,INLETS AND AT POINTS OF TANGENCY ON B. <br /> MAXIMUM 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 3/8"WIDE AND CONFORM TO OR A MAXIMUM SPACING OF 30 FEET. <br /> AASHTO DESIGN M213. 12 RADIUS <br /> 5.5" 1 RADIUS d <br /> 4. DUMMY <br /> JOINTS SHALL BE PLACED EVERY IS <br /> /2" CC <br /> 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMY JOINTS SHALL BE 3/8"xl-1/2". <br /> 1/2"RADIUS 1"RADIUS O Z — <br /> S. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED V / Q W Z <br /> OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. � O <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L _ 6. ALL MINTS SHALL BE CLEANED AND EDGED. Lu (� Q Q <br /> ° SECTIONS.WOOD FORMS MAY 8E USED ON CURVED <br /> ° 1"RADIUS SECTION5. I/2"/FT °° ° U <br /> Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX AS <br /> a J <br /> •�._a'_1- 1/2"/FT 7. FINISH SHALL BE LIGHT BROOM FINISH. n — —a—n— -- CALLED OUT IN WSDOT STANDARD F <br /> 1 SPECIFICATIONS. O W (D N <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A a ° ° 8. STEELFORM5 ONLY MAYBE USED ONTANGENT L v) Z Z <br /> TRANSPARENT CURING COMPOUND ANDCOVERED ° ° p SECTIONS'WOOD FORMS MAY BE USED ON !!I� <br /> D/W CUT e° • BYWATERPAOOF PAPER OR PLASTIC MEMBRANE IN `6 ° ° 4 CURVED SECTIONS. y/ O O <br /> THE EVENT OF RAIN OR OTHER U NSU ITABLE °° 0 W <br /> °-6.5" g - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> 72 HOURS. °a •°4 I.° c O <br /> 10.CURB IS TO BE SPRAYED WITH TRANSPARENT 1 1 Z C U <br /> 9. ALLCURBANDGUTTERSHALLBEPIACEDONAMIN 12" CURINGCOMPOUND. V Q Q <br /> OF 2"OF CRUSHED SURFACING TOP COURSE. J <br /> 11.ALL SIDEWALKS POURED BEHIND ROLL CURB IN In W Z <br /> 0000000ao 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN z 0- 0� [I <br /> SEE NOTE 9 THICK OVER 2"MIN OF CRUSHED SURFACING Q W LY <br /> 24" TOP COURSE WITH TOP OF HOCK COMPACTED CC Q (n <br /> TO 95%OF MAXIMUM DENSITY. <br /> 4 INDUSTRIAL USE ONLY v) Q, <br /> Lu ■�■ Z 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 /> 7CE.ENT <br /> - 04/26/201] �,w�uew U62267201]TYPE A-1ROLLED CURB .0 group <br /> CONCRETE CURB&GUTTER 307" p CEMENT CONCRETE CURB&GUTTER 308 <br /> F0M E GmuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E Ceser Ch..St. o 1334.05].60fi4 <br /> Suite 400 f1334.00].6024 <br /> Audio,TX]ST. <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 /> uOAE 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,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 /> �., d°' .. EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> n° •_ ^ T" ...:. ", THESE ORAWINMC AND SPECIFICATIONS SHALL REMAIN THE <br /> $AWCUTl01NT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B <br /> ° SEE SECTION CEMENTCONCRETE 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 =' OLT PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A <br /> ,. •�26/2017 Q1672017 <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 />