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CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> PROJECT ID NUMBER <br /> 1703MNTR.005 ROW EVT 0581 <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. 4534 ALGER 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 OINTSOADJACENT 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 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. CUM <br /> MYJOINTS SHALL BE PLACED EVERY IS <br /> S.5' 1/2"RADIUS CC <br /> I <br /> ..�1I 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMY JOINTS SHALL BE 3/8"xl-1/2". <br /> 1/2"RADIUS 1"RADIUS O I ` Z <br /> 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED 5. THRU JOINTS SHALL BE 3/8"WIDE PRE-MOLDED V V O Z <br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. JOINT FILLER. <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L j <br /> 6. ALL JOINTS SHALL BE CLEANED AND EDGED. LLI (� LJJ Q <br /> ° SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> 1"RADIUS SECTIONS. / °° ° U <br /> ° 1/21/2—'F7 Q°a 7. CONCRETE SHALL BE COMMERCIAL MIX J <br /> •�._a'_1- 1/2"/FT 7. FINISH SHALL BE LIGHT BROOM FINISH. n CALLED OUTINWSDOT 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 In a Z <br /> TRANSPARENT CURING COMPOUNDaND COVERED ° ° p SECTION WOOD WOOD FORMS MAYBE USEDON Z C7 F <br /> D/W CUT e° „ • BYWATERPAOOF PAPER OR PLASTIC MEMBRANE IN `b ° ° 4 CURVED SECTIONS. y/ O O <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE <br /> °-6.5" g WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 °° ° 9. FINISH SHALL BE LIGHT BROOM. N Z <br /> 72 HOURS. ° a • <br /> °° °°° O ° °a4 • °. 10.CURB IS TO BE SPRAYED WITH TRANSPARENT 1 1 Z Uj 0 <br /> 9. ALLCURBANDGUTTERSHALLBEPIACEDONAMIN 12" ° p CURING COMPOUND. V Q ^ <br /> OF 2"OF CRUSHED SURFACING TOP COURSE. z <br /> I1.ALL SIDEWALKS POURED BEHIND ROLL CURB IN In J O Z <br /> 24" INDUSTRIAL APPLICATIONS SHALL BE 6"MIN z 0- CO O <br /> SEE NOTE9 THICK OVER 2"MIN OF CRUSHED SURFACING Q W Z 0 <br /> 24" TOP COURSE WITH TOP OF HOCK COMPACTED CC Q Q <br /> TO 95%OF MAXIMUM DENSITY. V <br /> 4 INDUSTRIAL USE ONLY to Lr <br /> Lu ■�■ o <br /> v 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 /> rCEMENT <br /> — U4/26/2U3] H� �,w�uew U62267201]TYPE ROLLED CURB .0 gCOU�J CONCRETE CURB&GUTTER 307" p CEMENT CONCRETE CURB&GUTTER 308 <br /> ForesXe GreuP,Inc. w I wxw.fg-Inc.nM <br /> 3000 E—,Chavez St. o 1334.007.60fi4 <br /> Suite 400 f1334.007.6024 <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 /> �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 /> 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 /> i�26/2017 N 267 VERTICAL: N/A <br /> 2017 <br /> TYPE E-3 CURB TYPE E-4 CURB ��-- <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 />