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I <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE:REQUIREMENTSOFVVSDOTSTANDARD <br />I <br />SPECIFICATION SFCMN 8-013(7),. <br />— INSTALL DRIVEWAY CULVERT <br />lFTHERE 15 A ROADSIDE DITCH . <br />tPRESENT <br />GROp'D ,...>. <br />FX15T14� a <br />r =--- 30` MII`J TYPICAL <br />`\ v <br />PERMEABLE BALLAST TYPICAL SEE. <br />STANE�ARD,SPECIFICAT ION <br />SECTION 9-03:9(2) <br />LENGTH AS REQUIRED 10,0' MIN, EXCEPT DEPTH <br />MAY BE REDUCED TO 56' MIN FOR \ \ <br />SITES WITH LESS THANq EACRE TYPICAL <br />QF EXPOSED SOIL OR APPROVED BY INSPECTOF - -"-I <br />a <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />on <br />PROVIDE ✓ iJLL,VIIL?T,H'OF <br />ROADWAY TO THE CONSTRILIUMQN ENTRANCE, INGRESS EGRESS AREA <br />g <br />OR ASDIiiECTEDBYTklE:ENGINE€R. 15MLN <br />o <br />o <br />IS(3METRICVIE1 F <br />4 <br />CONSTRUCTION 11CTlDi� ENTRANCE ..... WSDOTSTDPLANP80.10-02ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS "DID; TMEN ' <br />1t >�a <br />PYANSASS JFffATHA RIFFINI PAULMIkU9 I,'ESH 64/03/2017. <br />- <br />w <br />o: <br />CONSTRUCTION ACCESS 201 <br />MONOLITHIC THICKENED EDGE NOTES <br />3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK - 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />3J8".FULL DEPTW.EXPANSION 1° R SHALL BE COMMERCIAL MIX CONCRETE AS CALLED 1 <br />JOINT 30' MAX INTERVAL 6„ <br />!DINT 30' MAX INTERVAL MATCH OUT IN WSDOT STD SPECS, WITH AIR NTRAINMEN T- <br />CURB FULL DEPTH JOINTS V-GROOVE'CONTROL HMA OR CONC^ 2%:MAX (MIN 4.5 %, MAX 6.5'/0). <br />JOINT 1/4" DEEP 5' PAVEMENT -- <br />3/8" HALF DEPTH INTERVALS BETWEEN FULL =� %> <br />III ""' 2. SIDEWALK FULL DEPTH EXPANSION _DINTS SHALL <br />\� EXPANSION JOINT AND HALF DEPTH EXPANSION, j� r \/\ i GENERALLY 8E PLACED TO MATCH THOSE IN i <br />15` INTERVALS JOINTS TYP "- ,� / //�\/ : ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />BETWEEN. FULL DEPTH € �j c; STRIP), MAXIMUM SPACING OF 30 FEET, FINAL <br />3J8" HALF DEPTH 6 _ i SPACING DETERMINATION SHALL BE DECIDED BY THE I <br />\\ �� EXPANSION JOINT INSPECTOR IN THE FIELD, <br />ITiNTERVALS <br />BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />.s DEPTH 95% OF MAXIMUM DENSITY. <br />JOINT1V-GROVE CONTROL $� � ONCILITHIC.CURR 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />JOINT 1J4"DEEP 6" >� r AND BEHIND ROLL -CURB (STANDARD DRAWING 308). i <br />FROM FACE OF CURB & SIDEWALK SECTION <br />5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />4 TRANSPARENT CURING COMPOUND COVERED. BY I <br />PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />V-GROVE CONTROL JOINT 1/4". �P�\4 :. 6'.MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER. ! <br />DEEP 5' INTERVALS BETWEEN " 1` R - 9 <br />' FULL AND HALF DEPTH MAX I HOURS. <br />EXPANSION TIME SHALL BE FOR A MINIMUM OF 72 i <br />MONOLITHIC U' q z , <br />EXPANSION JOINTS TYP CURB &SIDEWALK <br />TYPE E-1 CURB--���j\ / /� 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br />TYPE E-1 CURB & SIDEWALK FINISH IS COMPLETED. <br />HMA OR CONC H 2" CRUSHED. SURFACING <br />PAVEMENT.---- BASE COURSE, COMPACTED 7. SIDEWALKS ARE V MIN WIDE OR AS APPROVED BY 1 <br />- 3/8" FULL DEPTH EXPANSION <br />TO 95% MAX DENSITY THE CITY ENGINEER. <br />JOINT 30' MAX INTERVAL MATCH TYPE E-1 CURB - 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br />CURB FULL DEPTH.#DINTS FOR REPLACEMENT PROJECTS. THIS MEANS THAT THE I <br />FULL CURB 15 PLACED IN AS SHOWN IN THE -TYPICAL p <br />f- V-GROVE CONTROL JOINT 1/4" DEEP TYPE E®1 CURB' PLANTER STRIP & SECTION BUT THE ASPHALT STREET WILL COVER FACE <br />/5' INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTICI OF CURB SO LESS THAN b" MAYBE REVEALED. E <br />HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL <br />i <br />V-GROVE CONTROL 6' M!N <br />3/8." HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT (SEE NOTE 7) <br />EXPANSION,JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br />15. INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2% MAX SIDEWALK <br />30' FULL DEPTH JOINT JOINTS TYP HMA OR CONC I <br />PAVEMENT � - <br />3/8„ HALF DEPTH r ' E __� � <br />r EXPANSLONJOINT./��� / <br />15' INTERVALS BETWEEN TYPE A-1 / 2 CRUSHED SURFACING BASE <br />2� 30' FULL DEPTH JOINTS CURB &GUTTER /i./ COURSE, COMPACTED TO 95% <br />g COLD JOINT c <br />r 'Tq MAX DENSITY i <br />SEE STANDARD <br />\\ DRAWING307 <br />- MONOLITHIC CURB & SI[3Ed(VALI< SECTION <br />EVERETT <br />PUBLIC WORKS <br />z ! ` WASHIN TON DEPAhTMENT <br />w - TYPE A-1 Mir,u., - Y - 1/j2/9p2020 <br />CURB&GUTTER .. RYANSASS �-TOM HOOD MULWILHELM <br />} CEMENT CONCRETE CURB & <br />TYPE A CURB & SIDEWALK ; 312 <br />i SIDEWALK DETAILS <br />I <br />I <br />NOTESATTACH <br />IN A MANNER THAT <br />ASSURES FABRIC IS FIRMLY <br />POST SEE lJVSDOT STANDARD <br />SPECIFICATIONS 8 4'1_.3(9)A <br />1. INSTALL'iHE ENDS OF THE BELT FENCE TO POINT <br />WELD BY THE BACKUP <br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br />SUPPORT IN A WAY THAT <br />FLOWING AROUND THE ENDS OE THE FENCE. <br />REDUCES THE EARING POTENTIAL <br />FOR FABRIC TEARING <br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />FASTEN GEOTEXTILE TO <br />WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br />POST EVERY G" IN O.C. <br />AND 8-01.3(15). <br />BACKUP SUPPORT <br />�I <br />3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />OR SUMP LOCATIONS. IF SPLICE5 ARE LOCATED IN <br />1(! l <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />BACKFiLLED & I <br />COMPACTED I , � , f <br />L�� ll.. <br />i SELF-LOCKING TIE -NYLONS <br />6/6 (MEN GRADE) <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />NATIVE SOIL GEOTEX(ILE <br />-� <br />220# MIN TENSILE STRENGTH, <br />4. INSTALL SILT FENCING PARALLEL TO MAPPED <br />CONTOUR LINES. <br />UV STABILIZED <br />�0W <br />5. DURING EXCAVATION, MINIMIZE DISTURBING <br />sl , <br />THE GROUND AROUND TRENCH AS MUCH As 15 <br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCENTRATING FLOWS, <br />COMPACTION MUST BE ADEQUATE TO PREVENT <br />BURY GEOTEXTILE <br />UNDERCUTTING FLOWS, <br />IN TRENCH i <br />c <br />BACKUP SUPPORT <br />GEOTEXTILE FOR SILT FENCE <br />Os� <br />TYPICAL <br />EEL <br />STPOST <br />N SEE STANDARD SPECIFICATION <br />[� <br />ET EEL j <br />SECTION 9-33.2 (1), TABLE 6 <br />✓---- /T,y�c<y�; <br />I; <br />I <br />, ..�tf � � 4' <br />l <br />/ <br />/ <br />x <br />ri: <br />f Zt� . i r{97Il,'rf . <br />FFF j/1 <br />TYPICAL INSTALLATION <br />DETAIL <br />F <br />FABRIC <br />(GEOTEXTILE) <br />INSTALL BACKUP SUPPORT FOR <br />(TYPICAL) k t <br />y <br />THE GEOTEXTILE SEE STANDARD <br />a <br />SPECIFICATION SECTION 8.01.3(9)A <br />SPLICED <br />FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />TO PREVENT <br />SILT LADEN PING THROUGH THE <br />PENCE AT THE OVERLAP, <br />SPLICE DETAIL <br />- <br />o <br />_ <br />- �� / <br />TYPICAL SILT FENCE <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />/ r WITH BACKUP SUPPORT <br />EXCEPT STEEL POST REQUIRED <br />Y <br />� <br />ISOMETRIC <br />CITY OF EVERETT <br />"-*W <br />PUBLIC WORKS DEPARTMENT <br />RYAN SASS HEEA.NERGRIPFIN PAULVAMEW ESH 03f17/2017 <br />"F <br />sal <br />TEMPORARY SILT FENCE 214 <br />(�( <br />Ill C06 <br />0) 04 <br />-LOU) <br />W <br />04 <br />IBM <br />Lu <br />CL <br />Z. <br />0 <br />' w <br />'1T <br />L <br />uj <br />- <br />® <br />LL , <br />