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CITY OF EVERETT DETAILS/TYPICALS verizonv <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.001 ROW EVT 2389 <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. W HIGHLY INDUSTRIALIZED AREAS AND ONLY <br /> WITI WRITTEN APPROVAL OF THE CITY <br /> 2. DUMMY JOINTS SHALL BE PLACED ONI5-FOOT ENGINEER. 32OO2OTHST, <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 /> 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 4. CUM <br /> MYJOINT55HALL BE PLACED EVERY IS d W <br /> S.5" 1/2"RADIUS CC r JI <br /> II..�1I 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMY JOINTS SHALL BE 3/8".1-1/2". v/ <br /> 1/2"RADIUS 1"RADIUS O I ` CZ,CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED U V Z <br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. I JOINT FILLER. � n_ 0 <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L _ 6. ALL JOINTS SHALL BE CLEANED AND EDGED. LLI (� <br /> ° SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> ° 1"RADIUS SECTIONS. 1/2../FT <br /> °° ° U <br /> Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX AS J <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n - -a-n- -- CALLED OTIONUT IN WSDOT STANDARD 5 F <br /> 1 SPECIFICATIONS. <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A a ° ° 8. STEEL FORMS ON LY MAY BE USED ON TANGENT O N Lu Z Z <br /> TRANSPARENT CURING COMPOUND ANDCOVEREO ° ° p SECTIONS,WOOD FORMS MAY BE USEDON !�!I� F <br /> ~ D/WCUT e° „ • BVWATERPAOOFPAPERORPLASTICMEMBRANEIN `6 ° ° 4 CURVEDSECIONS. y/ z O ~ <br /> THE EVENT OF RAIN OR OTHER U NSU ITABLE °° O 0 W <br /> °-6.5" g - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> 72 HOURS. °a • <br /> 10.CURB ISTO BE SPRAYED WITH TRANSPARENT 1 1 Z W U <br /> 9. ALLCURBANDGUTTERSHALLBEPIACEDONAMIN 12" CURING COMPOUND. V Q \ Q <br /> 07. OF 2"OF CRUSHED SURFACING TOP COURSE. J <br /> I1.All SIDEWALKS POURED BEHIND ROLL CURB IN N Z <br /> 0000000ao 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN z d � <br /> SEE NOTE9 THICK OVER 2"MIN OF CRUSHED SURFACING Q LLJ O <br /> 24" TOP COURSE WITH TOP OF ROCK COMPACTED Cr LU 0 IY <br /> LT095%OF MAXIMUMOENSITV. <br /> INDUSTRIAL USE ONLY N J 0■ W of <br /> R Lu BBB Ll z <br /> U <br /> O TYPICAL SECTION U Q <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 /> 4/ HU62267201]TYPE ROLLED 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. o 1334.00].60fi4 <br /> Suite 400 f1334.00].6024 <br /> Austin,TX]0702 <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 /> �B2F 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 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 /> n. 4 <br /> .. EXCEPT AS MAY BE OTHERWISE PROVIDED LL CONTRACT <br /> U" THESE ORAWINMC AND SPECIFICATIONS SHALL REMAIN TH$AWCUTl01NT PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.BOTf SEE SECTION CEMENTCONCRETE CURB BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BREPRODUCED, COPIED, OR USED FOR ANY PURPOBWITHOUT SPECIFIC WRITTEN PERMISSION� <br /> 11-1/2" JOINT SPACING <br /> SCALE <br /> �� EVERETT CITY OF EVERETT <br /> CITY OF EVER <br /> �AE^PUBLIC WORKS DEPARTMENT =' PUBLIC WORKS DEPARTMENT HORIZONTAL: N/A <br /> ,. •�26/ZOl] ds° ...-.. w° .�. 06�1672017 <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 X CONCRETE SECTIONS 311 <br /> SHEET: E-02 <br />