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PAVEMENT <br />C/L <br />ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION <br />`W O R/W <br />2:1 <br />MAX CUT <br />D <br />2" MIN CRUSHED <br />SURFACING BASE <br />COURSE <br />1.5% <br />1' MIN <br />5' MIN <br />5' (IF USED) OB 5' MIN <br />MIN LANTE C� <br />STRIP E <br />3" HMA CL 1/211, <br />PG 64-22 <br />3" ATB -- <br />4" CRUSHED SURFACING <br />BASE COURSE - <br />RIGHT-OF-WAY REQUIREMENTS <br />�J SHORT PLAT ACCESS STREET = 50' <br />LOCAL ACCESS A = 60' <br />LOCAL ACCESS B = 60' <br />O PAVEMENT WIDTH <br />SHORT PLAT ACCESS STREET. = 12' <br />LOCAL ACCESS A = 14' <br />LOCAL ACCESS B = 16' <br />�C CONCRETE CURB AND GUTTER TYPE A-1 <br />SEE STD DWG 307 <br />I-: <br />im <br />EXIST <br />a PAVEMENT <br />z_ <br />O <br />O <br />0 <br />0 <br />5' MIN <br />1 � � <br />1' MIN <br />2:1 <br />MAX FILL <br />MIN 2" CRUSHED SURFACING <br />BASE COURSE <br />4" COMPACTED DEPTH HMA CL 1/2", <br />PG 64-22, 2 LIFTS REQUIRED <br />4" CRUSHED SURFACING BASE COURSE <br />4" GRAVEL BORROW <br />CEMENT CONCRETE SIDEWALK SEE <br />STANDARD DRAWING 312 <br />AMENDED SOIL: 60% BACKFILL PER SAND <br />DRAINS (WSDOT STD 9-03,13). 40% COMPOST. <br />® pH RANGE 5.5 - 7.0 <br />* <5% PASSING #200 SIEVE <br />® 8-12% ORGANIC MATTER <br />® 2 INCH/HR MIN LONG TERM HYDRAULIC <br />CONDUCTIVITY PER ASTM D 2434 AT 85% <br />COMPACTION <br />* COMPOST SHALL BE FROM A <br />DEPARTMENT OF ECOLOGY PERMITTED <br />COMPOSTING FACILITY. <br />EXIST <br />PAVEMEI <br />P:\WORK\PROJECTS\2018\18-141 EMORY'S\CE\DWG\SHEETS\C4.0 GRADING & PAVING PLAN.DWG 10/23/2019 <br />C, nnlnl <br />SECTIONi ■ <br />,. <br />:..'e 1 .0 <br />NOTES <br />1. ALL MATERIAL DEPTHS ARE COMPACTED <br />DEPTHS. <br />2. IN WIDENING AREAS, THE EXISTING PAVEMENT <br />EDGE SHALL BE SAW -CUT TO LEAVE A JOIN <br />POINT. ANY TRAFFIC STRIPING REMOVED OR <br />DAMAGED DURING WIDENING WORK SHALL BE <br />REPLACED IN KIND OR AS DIRECTED BY THE CITY <br />ENGINEER. <br />3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br />ROCK WILL BE REQUIRED, THE NUMBER OF <br />TESTS SHALL BE AT THE DISCRETION OF THE CITY <br />INSPECTOR. ALL TESTING SHALL BE THROUGH A <br />LICENSED TESTING LABORATORY. THE <br />MINIMUM COMPACTION SHALL BE 95% OF <br />MAXIMUM DENSITY FOR BOTH SUBGRADE AND <br />TOP OF ROCK. <br />4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, <br />MONUMENTS CASES, VALVE BOXES, ETC SHALL <br />BE THE RESPONSIBILITY OF THE CONTRACTOR OR <br />DEVELOPER. <br />5. ROADWAY SECTION MAY BE PROPOSED WITH <br />SUBMISSION OF SUBSTANTIATING ENGINEERING <br />DATA, CALIFORNIA BEARING RATIO (CBR), ETC. <br />TO SUPPORT THE ADJUSTMENT. THE PROPOSAL <br />MUST BE APPROVED BY THE CITY ENGINEER. FOR <br />DESIGN PURPOSES, THE MINIMUM THICKNESS <br />OF HMA CL 1/2", PG 64-22 SHALL BE 3" <br />COMPACTED DEPTH. COMPACTION SHALL BE AN <br />AVERAGE OF 91% OF RICE DENSITY. <br />CITY is �11 <br />aff <br />OF EVERETT <br />MIMS <br />TLI •�� Q�972017 <br />f <br />TYPICAL ROADWAY SECTION <br />NON -ARTERIAL STREETS r�� <br />NTS <br />1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br />NOTE 1 ABOVE IS ITOR GREATER. <br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS <br />CALLED OUT IN WSDOT STANDARD <br />SPECIFICATIONS, A MIN OF 6" THICK AND PLACED <br />ON A MINIMUM OF 2" CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95% MAXIMUM <br />DENSITY. <br />6. MAINTAIN 1/2" LIP AT GU I TER. <br />4 IYIIIV bl\V..➢1 iLV +y v..CITY OF EVERETT <br />SURFACING PU13LIC WORKSDEPARTMENT <br />BASE COURSE <br />C. VEng neer Section ManaEer CPD Manager Drawn By Curren+Rw Date <br />nnE RYAN SASS TOMHOOD PAUI WILHEIIM WRB 4/26/2017 <br />CEMENT CONCRETE NDARD bRAWING No. <br />DRIVEWAY RAMP TYPE ® 1 315 <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15'INTERVALS <br />BETWEEN FULL DEPTH <br />V-GROVE CONTROL <br />JOINT 1/4" DEEP 6" <br />FROM FACE OF CURB <br />V-GROVE CONTROL JOINT 1/4" \ <br />DEEP S' INTERVALS BETWEEN <br />FULL AND HALF DEPTH <br />MONOLITHIC THICKENED EDGE <br />NOTES <br />3/8" FULL <br />DEPTH EXPANSION <br />CURB AND SIDEWALK <br />1. <br />SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />JOINT 30' <br />MAX INTERVAL <br />1 R <br />SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br />V-GROOVE CONTROL <br />HMA OR CONIC <br />6" <br />OUT IN WSDOT STD SPECS, WITH AIR ENTRAINMENT <br />4.5 %, MAX 6.5 %). <br />JOINT 1J4" DEEP S' <br />PAVEMENT <br />2% MAX <br />(MIN <br />INTERVALS BETWEEN FULL <br />_ <br />2. <br />SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />AND HALF DEPTH EXPANSION <br />GENERALLY BE PLACED TO MATCH THOSE IN <br />JOINTS TYP <br />o . <br />,���/ <br />y/��/��� <br />ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />3/8" HALF DEPTH <br />- <br />i <br />STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />EXPANSION JOINT <br />SPACING DETERMINATION SHALL BE DECIDED BY THE <br />�e <br />15' INTERVALS <br />-�- <br />INSPECTOR IN THE FIELD. <br />BETWEEN FULL <br />8„ <br />12" <br />3. <br />SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />A� A� <br />DEPTH <br />95% OF MAXIMUM DENSITY. <br />MONOLITHIC CURB <br />4. <br />SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />SIDEWALK SECTION <br />AND BEHIND ROLL -CURB (STANDARD DRAWING 308), <br />5. <br />THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />TRANSPARENT CURING COMPOUND COVERED BY <br />PER PLANS <br />5' MIN <br />WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />1t" R <br />2% MAX <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />CURING TIME SHALL. BE FOR A MINIMUM OF 72 <br />EXPANSION JOINTS TYP MONOLITHIC T� j ° <br />CURB &SIDEWALK TYPE E-1 CURB a/\/ 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />° i/��\��. / EDGER HAVING A 3/8" RADIUS AFTER FINAL BROOM <br />TYPE -1 CURB &SF FINISH IS COMPLETED. <br />COLDJOINT <br />HMA OR CONIC - 2" CRUSHED SURFACING <br />PAVEMENT BASE COURSE, COMPACTED 7. SIDEWALKS ARE 5' MIN WIDE, EXCEPT 6' ALONG <br />TO 95% MAX DENSITY ARTERIALS, IN COMMERCIAL AREAS, OR AS <br />3/8" FULL DEPTH EXPANSION APPROVED BY THE CITY ENGINEER. <br />JOINT 30' MAX INTERVAL MATCH TYPE E-1 CURB -� <br />CURB FULL DEPTH JOINTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB <br />TYPE R� CURB, PLANTAR STRIP FOR REPLACEMENT PROJECTS, THIS MEANS THATTHE <br />V-GROVE CONTROL JOINT 1/4 DEEP , FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br />5' INTERVALS BETWEEN FULL AND 1/2" FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL COVER FACE <br />HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL OF CURB SO LESS THAN 6 MAYBE REVEALED. <br />V-GROVE CONTROL 5' MIN <br />3/8" HALF DEPTH JOINT 1/4" DEEP S' COLD JOINT SEE NOTE i <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 CONIC s---- - --- <br />W w PAVEMENT d <br />3/8" HALF DEPTH��- <br />EXPANSION JOINT�� <br />15 INTERVALS BETWEEN . 2" CRUSHED SURFACING BASE <br />9�T TYPE A-1 j a <br />30' FULL DEPTH JOINTS CURB & CUTTER �!/i� COURSE, COMPACTED TO 95f" <br />- TYPE A-1 <br />CURB & CUTTER <br />TYPE ACURB &S <br />SEE STANDARD MAX DENSITY <br />DRAWING 307 MONOLITHIC CURB & SIDEWALK SECTION <br />CITY OF EVERETT <br />l\�r PUBLIC WORKS DEPARTMENT <br />MHOgD CADMa <br />SASS PAUIer ILCtRSOM Drzwn B' C2Rev6D/ate2017 <br />TITLE <br />STANDARD DRAWING No. <br />CEMENT CONCRETE CURB <br />SIDEWALK DETAILS 12 <br />NOTES <br />1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br />SECURELY STAKED. <br />2. DUMMY JOINTS SHALL BE PLACED ON 15-FOOT <br />CENTERS. DUMMY JOINTS SHALL BE 3/8" x 1-1/2". <br />3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH <br />BASINS, INLETS AND AT POINTS OF TANGENCY ON <br />STREETS, ALLEY AND DRIVEWAY RETURNS. <br />MAXIMUM SPACING SHALL BE 30 FEET. PRE -MOLDED <br />JOINT FILLER SHALL BE 3/8" WIDE AND CONFORM TO <br />AASHTO DESIGN M213. <br />5.5 4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br />1/2" RADIUS 1" RADIUS 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br />2% OUT IN WSDOT STANDARD SPECIFICATIONS. <br />6. STEEL FORMS MUST BE USED ON TANGENT <br />° SECTIONS. WOOD FORMS MAY BE USED ON CURVED <br />a - 1 RADIUS SECTIONS. <br />®° � 1/2"/FT 7. FINISH SHALL BE LIGHT BROOM FINISH. <br />`A _ A- a ° A a 8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />a TRANSPARENT CURING COMPOUND AND COVERED <br />° <br />D/W CUT Z e ° a BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br />r1 °" ° ° d - THE EVENT OF RAIN OR OTHER UNSUITABLE <br />6.5" ° Q ° WEATHER. CURING TIME SHALL BE A MINIMUM OF <br />a° ° a 72 HOURS, <br />Q ° <br />O P 0 0 0 O O°O°O00°.00 <br />9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN <br />ooc000c0000000e0oo0o00000oo°o0aoo°00000©o°000 „ <br />000000000°0 0 0 o a o 0 0 o OF 2 OF CRUSHED SURFACING TOP COURSE. <br />SEE NOTE 9 <br />24" <br />CITY OF ` <br />WORKSffiff <br />MPE7T PUBLIC DEPARTMENT <br />•l <br />CONCRETECEMENT <br />R♦ GUTTER�l r <br />V) <br />I- <br />z <br />Lu <br />2 <br />0 <br />U <br />t <br />U <br />x <br />LU <br />ua <br />V) <br />w <br />N <br />REVISIONS <br />V_ <br />® B <br />f <br />Z <br />cm m <br />L <br />Nt <br />cm <br />v- <br />'RE x <br />4- <br />Uj <br />( <br />I <br />x <br />� <br />I� <br />n <br />I <br />� <br />) <br />e" <br />DATE: <br />7- -1 <br />JOB <br />a <br />18-141 <br />,p <br />Know what's 010 a <br />Call before you dig. <br />UNPUBLISHED WOP,K COPYRIGHT© 2019 BY HARMSEN & ASSOCIATES INC. I I C4ml <br />i <br />Uj <br />Uj <br />FIR <br />