Laserfiche WebLink
CITY OF EVERETT DETAILS/TYPICALS verizon <br /> PROJECT: <br /> 1801AVAO.10 ROW EVT 1137 <br /> NOTES NOTES <br /> CITY OF EVERETT <br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 1. 0.0LLED CURB AND GUTTER MAY ONLY BE USED <br /> SECURELY STAKED. IN HIGHLY INDUSTRIAL17FD AREAS AND ONLY <br /> WITH WRITTEN APPROVAL OF THE CITY <br /> 2. DUMMY JOINTS SHALL BE PLACED ON I5-FOOT ENGINEER. 9610 19TH AVE SE <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 <br /> STREETMAXIM,A LEYSPA AND DRIVEWAY FEET.P' CURB 3, CATU JOINTS CH BASINS, <br /> S,PLACED ADJACENT TO <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 d <br /> 4. CUM <br /> MYJOINT55HALL BE PLACED EVERY IS <br /> 5.5' 1/2"RADIUS Inc <br /> 4. ALL101NT5 SHALL BE CLEAN AND EGGED. FEET.DUMMY JOINTS SHALL BE 3/8"X1-1/2". <br /> 1/2"RADIUS 1"RADIUS O Z LU <br /> S. CONOUT IN TE SHALL ANDARD EROALMIX IONS.CALLED 5. THRU INTFILNTSSHAlLBE3/8"WIDEPRE-MOLDED V ` ` O V) Z <br /> 2% ,� OUT IN WSDOT STANDARD SPECIFICATIONS. I JOINT FILLER. � V � 0 <br /> 6. STEEL FORMS MUST BE USED ON TANGENT LOW POINT 2" L _ 6. ALL JOINTS SHALL BE CLEANED AND EDGED. LLI U Q Q <br /> ° SECTIONS.WOOD FORMS MAY BE USED ON CURVED <br /> 1"RADIUS SECTIONS. / °° ° v T <br /> ° 1/2../FT <br /> Qaa 7. CONCRETE SHALL BE COMMERCIAL MIX T^_ J <br /> •�._a'_1- 1/2"/FT ]. FINISH SHALL BE LIGHT BROOM FINISH. n - -a-n- -- CALLED OTIONUT IN WSDOT STANDARD LL F <br /> 1 SPECIFICATIONS. O W � N <br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A 0 ° ° 8. STEEL FORMS ON LY MAY BE USED ON TANGENT L N Z <br /> TRANSPARENT CURING COMPOUNDaND COVERED ° ° p SECTIONS,WOOD FORMS MAYBE USEDON !�!I� z Z F <br /> D/W CUT e° „ • BYWATERPAOOF PAPER OR PLASTIC MEMBRANE IN `6 ° ° 4 CURVEDSECIONS. y/ O <br /> THE EVENT OF RAIN OR OTHER UNSUITABLE °° O (-) <br /> °-6.5" 9 - WEATHER.CURING TIME SHALL BEA MINIMUM OF ° 4 ° 9. FINISH SHALL BE LIGHT BROOM. <br /> 72 HOURS. °a •°4 I.° W O <br /> ° °°° • ° •° °a4 • °. 10.CURB ISTO BE MPOUNYED WIT"TRANSPARENT 1 1 — Z U <br /> 0°0°0 ALLCURB AND GUTTER SHALL BE PLACED ONAMIN 12" ° 4 CURING COMPOUND. V � Q <br /> 0°0°0 0 0 0 0 0 0 0 0 °°°°°° OF 2"OF CRUSHED SURFACING TOP COURSE. <br /> I1.All SIDEWALKS POURED BEHIND ROLL CURB IN N J <br /> 24" INDUSTRIAL APPLICATIONS SHALL BE6"MIN z d N 7 <br /> LSEENOTE9 THICK OVER 2"MIN OF CRUSHED SURFACING Q LLJ L(") <br /> 24" TOP COURSE WITH TOP OF ROCK COMPACTED Cr Q <br /> TO 95%OF MAXIMUM DENSITY. <br /> 4 INDUSTRIAL USE ONLY v) Ir <br /> Lu ■�■ 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 DEPARTMENT PUBLIC WORKS DEPARTMENTFor FORESITE <br /> rCEMENT <br /> U6�26]20131TYPE A-1ROLLED CURB 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. 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 /> �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 /> vo 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,AOHESNE 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 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�267201] <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 />