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I <br />NOTES <br />1. ALL MATERIAL DEPTHS ARE COMPACTED DEPTHS. <br />2. IN WIDENING AREAS, THE EXISTING PAVEMENT <br />R/W 60' MIN R/W EDGE SHALL BE SAW -CUT TO LEAVE A JOIN POINT. <br />ANY TRAFFIC STRIPING REMOVED OR DAMAGED <br />2% PAVEMENT % DURING WIDENING WORK SHALL BE REPLACED IN <br />C/L KIND OR AS DIRECTED BY THE CITY ENGINEER. <br />1' MIN ( 1' MIN <br />6'MIN 3' MIN 6' MIN 3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br />ROCK WILL BE REQUIRED. THE NUMBER OF TESTS <br />(IF USED) 2:1 MAX FILL <br />(�_ SHALL BE AT THE DISCRETION OF THE CITY <br />B <br />. �J INSPECTOR. ALL TESTING SHALL BE THROUGH A <br />LICENSED TESTING LABORATORY. THE MINIMUM <br />COMPACTION SHALL BE 95% OF MAXIMUM DENSITY <br />ON BOTH SUBGRADE AND TOP OF ROCK. <br />is <br />Im <br />2:1 MAX CUT C 4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES <br />C `� MIN 2 CRUSHED MONUMENTS CASES, VALVE BOXES, ETC SHALL BE <br />3" HMA CL 1/2" SURFACING BASE COURSE THE RESPONSIBILITY OF THE CONTRACTOR OR ' <br />MIN 2" CRUSHED PG 64-22 DEVELOPER. <br />SURFACING BASE COURSE 4" COMPACTED DEPTH HMA CL 1/2" <br />4" ATB PG 64-22, 2 LIFTS REQUIRED 5. ROADWAY SECTION MAY BE PROPOSED WITH <br />2 LIFTS REQUIRED 81, SUBMISSION OF SUBSTANTIATING ENGINEERING <br />CRUSHED SURFACING DATA, CALIFORNIA BEARING RATIO(CBR), ETC. TO <br />5" CRUSHED SURFACING BASE COURSE SUPPORT THE ADJUSTMENT. THE PROPOSAL MUST <br />BASE COURSE BE APPROVED BY THE CITY ENGINEER. FOR DESIGN <br />PURPOSES, THE MINIMUM THICKNESS OF HMA CL <br />24"MINIMUM DEPTH CHRUSHED RECYCLED 1/2° PG 64-22 SHALL BE COMPACTED DEPTH. <br />CONCRETE. COMPACTION SHALL BE A VERAGE OF 91% OF <br />RICE DENSITY. 4- <br />6. REFER TO GEOTECHINCAL REPORT FOR <br />ASPHALT PAVEMENT RECOMMENDATIONS. <br />ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION <br />A PAVEMENT WIDTH OB CONCRETE CURB AND GUTTER <br />COLLECTOR ARTERIAL = 18' TYPE A-1 SEE STANDARD <br />a MINOR ARTERIAL = 22' DRAWING 307 <br />PRINCIPAL ARTERIAL = 24'+ O CEMENT CONCRETE SIDEWALK <br />SEE STANDARD DRAWING 312 <br />z <br />a <br />0 <br />a <br />Z <br />u� <br />N <br />°a <br />Op <br />;atro< Yya <br />PUBLICT ENT <br />Qt4 EnDYA $ Ion H00 'PManager LYatvney <br />RYAN SASS TOM HOOD PAUL WILHEEM ]A1RE3 <br />Cwron2" D.,e <br />Q4�26t2O17 <br />ARTERIAL TYPICAL <br />ROADWAY SECTION <br />NDhRDOUWING Nn. <br />0 <br />NOTE TO CONTRACTOR: FOR CURRENT CITY STANDARD DRAWINGS, VISIT <br />https: //everettwa.gov/1531 /design -construction -standards, AS CITY <br />STANDARDS ARE UPDATED FREQUENTLY. STANDARD DRAWINGS INCLUDED <br />HEREIN SHALL DE FOR REFERENCE ONLY. ALL CONSTRUCTION SHALL BE <br />PER CURRENT CITY STANDARDS AT THE TIME OF CONSTRUCTION. <br />4 <br />Permit <br />PW1809-013 <br />Site Address: <br />2320 RAILWAY AVE <br />Owner: <br />ERT LLC <br />App. Date: <br />9/10/2018 <br />Description: <br />CONSTRUCTION OF RAILWAY AVE ROAD <br />AND UTILITY IMPROVEMENTS <br />Reviewed By: <br />Date: <br />Office Set Job Site Set Fire/Planning Set <br />NOTES <br />1. FORMS SHALT_ 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 I" RADIUS <br />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 />a <br />° SECTIONS. WOOD FORMS MAY BE USED ON CURVED <br />1" RADIUS SECTIONS. <br />� ! 1/2"/FT 7: FINISH SHALL BE LIGHT BROOM FINISH. <br />__ ° <br />° a, ° 8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />Q <br />° TRANSPARENT CURING COMPOUND AND COVERED <br />a ° � <br />D/W CUT N ° Q a BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br />.4 ° ° a a ° _ THE EVENT OF RAIN OR OTHER UNSUITABLE <br />6.5" 4 WEATHER. CURING TIME SHALL BE A MINIMUM OF <br />a° o a ° 72 HOURS. <br />.. .°d <br />" O O O O O O 0-0-0-0-06 <br />0 0 0 0 0 0 0 0 0 0 0 0 0 o a o a o 0 0 0 0 0 o a o 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN <br />0 0 o e o 0 0 0 0 0 0 0 0 0 o a o a a o 0 0 0 0 0 o <br />0000000000000o0000ao0a0a o 0 0 0 o a o o n <br />00000000 a OF 2 OF CRUSHED SURFACING TOP COURSE. <br />SEE NOTE 9 <br />24" <br />° <br />0 <br />TYPICAL SECTION <br />a <br />i <br />AE <br />CITY OF EVERETT <br />PUBLIC EPA TET <br />N <br />° Q <br />O a <br />G[Y Enp neer' TOMManager [ADA6am_ger Dnevn6y tureen Rev Dat <br />nne RYAN SASS TOM H000 PAUL WILHEEM WRB Q/-�,�26/2017. <br />V M1 <br />51"?.NDARD DRAWING A'a. <br />TYPE A-1 <br />N <br />307 <br />CEMENT CONCRETE CURB & GUTTER. <br />SCALE: N.T.S. SCALE: N.T.S. <br />I { <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 />3/8" FULL DEPTH EXPANSION 1" R SHALL BE COMMERCIAL MIX CONCRETE AS CALLED <br />JOINT 30' MAX INTERVAL MATCH JOINT 30 MAX INTERVAL <br />CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC 6 OUT IN WSDOT STD SPECS, WITH AIR ENTRAINMENT <br />PAVEMENT 1% MAX (MIN 4.5 /o, MAX 6.5 /o). <br />JOINT 1/4" DEEP 5' �- <br />3/0" HALF DEPTH INTERVALS BETWEEN FULL 9 ' .. 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />EXPANSION JOINT AND HALF DEPTH EXPANSION GENERALLY BE PLACED TO MATCH THOSE IN <br />15' INTERVALS JOINTS TYP ` /mil/�\� ADJACENT' CURB GUTTER (WITHOUT PLANTER <br />BETWEEN FULL DEPTH 3/8" HALF DEPTH - i STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />�� SPACING DETERMINATION SHALL BE DECIDED BY THE <br />EXPANSION JOINT INSPECTOR IN THE FIELD. <br />ITINTERVALS „ <br />, BETWEEN FULL $ 12" 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />4s DEPTH 95% OF MAXIMUM DENSITY. <br />V-GROVE CONTROL �%� MONOLITHIC CUR 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />JOINT 1/4" DEEP 6" \ �� sj�� SIDEWALK SECTIONAND BEHIND ROLL -CURB (STANDARD DRAINING 308). <br />FROM FACE OF CURB <br />5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />6 TRANSPARENT CURING COMPOUND COVERED BY <br />PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />V-GROVE CONTROL JOINT 1/4" ��� .. W 5' MIN <br />.:�P rr EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />DEEP 5' INTERVALS BETWEEN 1 R 2% MAX I CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />FULL AND HALF DEPTH l- MONOLITHIC d HOURS. <br />EXPANSION JOINTS TYP CURB &SIDEWALK 4 �f <br />TYPE E-1 CURB a/r`i�„ 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />4- EDGER HAVING A 3/8 RADIUS AFTER FINAL BROOM <br />TYPE E®1 CURB & SW FINISH IS COMPLETED. <br />HMA OR CONC 2" CRUSHED SURFACING <br />PAVEMENT BASE COURSE, COMPACTED 7. SIDEWALKS ARE 5' MIN WIDE, EXCEPT 6' ALONG <br />BA E C 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 E-1 CURB, PLANTER STRIP FOR REPLACEMENT PROJECTS. THIS MEANS THAT THE <br />V-GROVE CONTROL JOINT 1/4" DEEP FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL <br />S' 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 T MIN <br />3/8" HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT (SEE NOTE 7) <br />EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE <br />ITINTERVALS BETWEEN AND HALF DEPTH EXPANSION 2% MAX SIDEWALK <br />30' FULL DEPTH JOINT \ JOINTS TYP HMA OR CONC <br />PAVEMENT ° <br />3/8" HALF DEPTH 4° - <br />a <br />EXPANSION JOINT 2" CRUSHED SURFACING BASE <br />'ter 15' INTERVALS BETWEEN TYPE A-1 /. <br />COLD JOINT30' FULL DEPTH JOINTS CURB &CUTTER ��/� COURSE, COMPACTED TO 95% <br />SEE STANDARD MAX DENSITY <br />W DRAWING 307 <br />j MONOLITHIC CURB & SIDEWALK SECTION <br />liar <br />rye V W VCITY OF EVERETT <br />- PUBLIC WORKS DEPARTMENT <br />( i <br />] TYPE A-1 ' Giy E RYA Section Maaa10 CADManagir Drawn By Curt¢nt26 <br />1 RYAN SASS TQM HOOD PAUL WIiHELM WR6 64/2672017 <br />CURB & CUTTERVIE <br />II <br />CEMENT CONCRETE CURB & <br />N6ARDD AWING Nu. <br />TYPE A CURS & SVV312 <br />SIDEWALK DETAILSCEMENT CONCRETE CURB & SIDEWALK DETAILS <br />� <br />E� <br />EXIST' <br />CURB <br />5' MIN <br />EXIST <br />PAVEMENT <br />Z <br />z <br />0 <br />° <br />z <br />z <br />SECTION A -A <br />d USING TYPE A-1 CURB <br />SCALE: N.T.S. SCALE: N.T.S. <br />NOTES <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 GUTTER. <br />M <br />In <br />LU <br />LU <br />0 <br />CD <br />0 <br />> <br />C <br />d <br />c, <br />ram <br />M <br />CN <br />M <br />C <br />> <br />� <br />Y <br />w <br />a_� <br />Q <br />a <br />0 <br />v <br />a <br />W <br />a <br />DA <br />0 <br />T <br />Z <br />Uj <br />M <br />Z <br />x <br />L� <br />s.} <br />Go <br />to <br />b <br />t <br />4 <br />A <br />LLA <br />\ - MONOLITHIC CURB - +--- - <br />\\ & SW <br />CITY OF EVERETT <br />\� 2" MIN CRUSHED <br />SURFACING „xaR LIB WORKS DEPARTMENT <br />SECTION B-B BASE COURSE <br />4NEne+rsar Section Alerager CADManaer Drawn 9y CurrmtR:VO tx <br />RYAN SASS TOM HOOD PAUL WILHEEM WR6 4/26/2017 <br />USING MONOLITHIC CURB & SW ME <br />STANDMD DtA4VING IJa. <br />CEMENT CONCRETE <br />DRIVEWAY RAMP TYPE ® 1 315 <br />Lad <br />U <br />Lrl <br />F <br />� <br />W <br />a <br />5. <br />V) <br />SHEET NO. <br />C2.4 <br />19 811 <br />PROJECT NO. MMMO <br />two business days <br />17754 <br />before you dig <br />