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CITY OF EVERETT DETAILS/TYPICALS verizonN/ <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.9 ROW EVT 0575 <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. 232O HEWITT AVE <br /> CENTERS.DUMMY JOINTS SHALL BE 3/8"x 1-1/2". <br /> 2. FO URELYSLLBETRUETOUNEANDGRADEAND 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 LJ- <br /> MAXIM <br /> STREETS,ALLEY 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 133/B"WIDE AND CONFORM TO OR A MAXIMUM SPACING OF 30 FEET. Q <br /> AASHTO DESIGN M213. 12 RADIUS d = <br /> 5.5' 1/2"flADIUS 4, DUMMY <br /> JOINTS SHALL BE PLACED EVERY IS � D_ <br /> 4. ALLJOINTS SHALL BE CLEAN AND EDGED. FEET.DUMMY JOINTS SHALL BE 3/8"X1-1/2". <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 O Z <br /> 2% ,� OUT IN WSDOT STANDARD SPECIFICATIONS. I JOINT FILLER. � � F 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 U U W Q <br /> ° 1"RADIUS SECTIONS. 1/2"/FT °° ° _ <br /> Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX J <br /> •�._a'_1- 1/2"/FT 7. FINISH SHALL BE LIGHT BROOM FINISH. n CALLED O WSDOT STANDARD m Q <br /> 1 SPECIFICATIONS. Lb C D) <br /> B. THE FINISHED CURB SHALL BE SPRAYED WITHA 8. STEEL FORMS ONLY MAYBE USED ON TANGENT O v) Z = Z <br /> TRANSPARENT CURING COMPOUND ANDCOVEREO SECTIONS,WOOD FORMS MAY BE USED ON !�!I� <br /> D/W CUT e° „ • BV WATERPROOF PAPER OR PLASTIC MEMBRANE IN `b ° ° 4 CURVED SECIONS. y/ O O Q Q <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE °° Q. <br /> °-6.5" g - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> ]2 HOURS. °a •°4 I.° ° a U O <br /> 10.CURB ISTO BE SPRAYED WITH TRANSPARENT ' 1 Z LU U <br /> 9. ALLCURBANDGUTTERSHALLBEPIACEDONAMIN 12" CURINGCOMPOUND. V Q Z Q <br /> OF2"OF[RUSHED SURFACING TOP COURSE. C 2i co J <br /> 11.ALL SIDEWALKS POURED BEHIND ROLL CURB IN C O Z <br /> 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN Z a J O <br /> SEE NOTE THICK OVER 2"MIN OF CRUSHED SURFACING Q LLI Q <br /> 24" TOP COURSE WITH TOP OF HOCK COMPACTED Q z <br /> 4 INDUSTRIAL USE ONLY T095%OF MAXIMUM DENSITY. N Q w <br /> W Y z <br /> TYPICAL SECTION V LU <br /> Q [if <br /> W <br /> s W <br /> CITY OF EVERETT CITY OF EVERETT <br /> `c=�A✓4AE°T PUBLIC WORKS DEPARTMENT ForPUBLIC WORKS DEPARTMENT FORESITE <br /> rC—E.ENT <br /> ':,n"F — 04/26/2U1] H� �,w�uew U6�26]201]TYPE A-1 �^ ROLLED CURB .ugroup <br /> CONCRETE CURB&GUTTER 307 p CEMENT CONCRETE CURB&GUTTER 308 <br /> 3n. GreuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E—,Ch..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 /> �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 /> 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 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: AB <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 n. 4 <br /> �., .. 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 CURBBEING ISSUED IN 6TRICT 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 /> •�26/201OL <br /> 7 ds° mm 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 />