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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.003 ROW EVT 0937 <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. 271�EVERETT AVE <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 <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 3/8"WIDE AND CONFORM TO OR A MAXIMUM SPACING OF 30 FEET. <br /> AASHTO DESIGN M213. 12 RADIUS d <br /> 4. DUMMY <br /> ET.DUMMYJOI JOINTS <br /> H PLACED EVERY 15 <br /> 1/ <br /> 5.5' 1/2"flADIUS CC — <br /> 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMYIOINTS SHALL BE 3/8"xl-1/2". — <br /> 1/2"RADIUS 1"RADIUS OV - Z LU <br /> 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED / O W Z <br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. Q O <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 °° ° U D_ <br /> Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX AS �n J <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n — ° ° — CALLED OUT IN WSDOT STANDARD =) Q <br /> 1 SPECIFICATIONS. O W � N <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITHA 8. STEEL FORMS ONLY MAYBE USED ON TANGENT L In Z Z <br /> TRANSPARENT CURING COMPOUND ANDCOVERED ° ° p SECTIONS,WOOD FORMS MAYBE USEDON !�!I� > F <br /> D/W CUT e° „ • BV WATERPROOF PAPER OR PLASTIC MEMBRANE IN CURVED SECTIONS. y/ O O LJJ <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE °° C) <br /> °-6.5" g - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> 72 HOURS. °a •°4 I.° O <br /> 10.CURB IS TO BE MPOUNYED WITH TRANSPARENT Z _ U <br /> 9. ALLCURB AND GUTTER SHALL BE PLACED ONAMIN 12" CURING COMPOUND. Q <br /> OF 2"OF CRUSHED SURFACING TOP COURSE. C � Q Q <br /> I1.ALL SIDEWALKS POURED BEHIND ROLL CURB IN C Ln Z <br /> oaaoaoe0000e00000aaoao 0 0 0 0 0 0 0 0 0 <br /> 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN z 0- � <br /> SEE NOTE9 THICK OVER 2"MIN OF CRUSHED SURFACING Q LLJ <br /> TOP COURSE WITH TOP OF HOCK COMPACTED Cr <br /> 24.. T095%OF MAXIMUM DENSITY. LU Q <br /> 4 INDUSTRIAL USE ONLY v) _L Lu <br /> U) <br /> ■ Lu <br /> A Lu ■■■ O Q o <br /> TYPICAL SECTION U CO <br /> Q <br /> s � <br /> S <br /> CITY OF EVERETT CITY OF EVERETT <br /> `c=�A✓4AE°T PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTFor FORESITE <br /> rCEMENTCONCRETE <br /> 04/ U6�26]2013,TYPE A-1ROLLED CURB group <br /> CURB&GUTTER 307 p CEMENT CONCRETE CURB&GUTTER 308 <br /> Fo.E G., Inc. w I wxw.fg-Inc.nM <br /> 3000 E Ceser CM1aysz St. 0 1 334.007.60fi4 <br /> Suite 400 11 334.007.6024 <br /> Austin,TX 70702 <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 /> �BLF 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: NL <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 /> T" 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 PURPOSWITHOUT 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�2672017 <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 />