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PIE REEZ SP <br />PROPERTY CORNER SECTION 13, TOWNSHIP 2 8 N <br />STA 10+00.00, 30.00'LT <br />IN-- <br />d <br />_ N- <br />b <br />REMOVE & REGRADE EX. 5IR <br />' <br />WIDE SIDEWALK TO PROVIDE <br />>_- RAMP PER STD. DWG. 315 <br />...x <br />STA 10+00.00, 22.32'LT <br />21 LF 12D.I. " <br />BEGIN 1 " CUR STA 10+69.57, 22. 4 T� <br />MATCH EXISTING i <br />HOLLY DRIVE END CURB & SIDEWALK <br />STA 10+02.20, 22.38'LT - REPLACE -7-3 LF x NEW 8' MADE SIDEWALK <br />(STD. DWG. 312) <br />BEGIN 6' SIDEWALK CURB & GUTTER <br />9+75 10+00 WITH TYPE A-1 <br />(STD. DWG. 307) ASPHALT PATCH <br />AS NECESSARY <br />24' CENTERLINE D/W CUT - <br />STA 10+14.20, 22,90'LT <br />PER. STD DET. 315 j <br />h ...... _W 1 <br />d_...-...,.._-__._.... _........_ <br />- ..= - <br />u m <br />?'`sv <br />Know what's below. <br />Call two business <br />days before you dig. <br />EX <br />EXIST <br />CURB <br />0 <br />EXIST <br />PAVEMENT <br />3 <br />z <br />0 <br />oa <br />INTERSECTION <br />HOLLY DRIVE <br />STA 10+14.20, 0.00'• <br />ACCESS TRACT <br />STA 20+00.00. 0.00' <br />G� f.AlAl <br />SECTION A -A <br />USING TYPE A-1 CURB <br />7 t <br />1 <br />Siy, y <br />,�,•, ,T. <br />6' MIN. <br />EXIST <br />PAVEMENT 2% <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 01/17/2024 <br />Permit Inspector <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 i ABOVE IS 15' OR 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 />EXIST MONOLITHIC <br />CURB AND SW <br />�- MONOLITHIC CURB <br />&SW <br />2" MIN CRUSHED <br />SURFACING <br />SECTION B-B BASE COURSE <br />USING MONOLITHIC CURB & SW <br />CITY OF EVERETT <br />731 PUBLIC WORKS DEPARTMENT <br />AN SASS TOM H000 t GgUL WILXELM 0.am WRR 9/21/2018 <br />CEMENTCONCRETE <br />DRIVEWAY RAMP TYPE -1 315 <br />20 <br />HORIZONTAL SCALE <br />, RANGE 4E, W.M. <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-GROOVE CONTROL <br />JOINT 1/4" DEEP 6" <br />FROM FACE OF CURB -� <br />V-GROOVE CONTROL JOINT <br />1/4" DEEPS' INTERVALS <br />BETWEEN FULL AND HALF <br />DEPTH EXPANSION JOINTS TYP - <br />MONOLITHIC CURB & SIDEWALK <br />COLD JOINT J <br />TYPE A-1 <br />CURB & GUTTER <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15'INTERVA LS <br />BETWEEN FULL DEPTH <br />6 <br />MONOLITHIC <br />THICKENED EDGE NOTES <br />3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />JOINT 30' MAX INTERVAL OR 6". SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br />HMA <br />V-GROOVE CONTROL HMA 1" R STANDARD SPECS, WITH AIR ENTRAINMENT (MIN 4.5 <br />JOINT 1/4" DEEP 5' PAVEMENT 2% MAX + °/A, MAX 6.5 %). <br />INTERVALS BETWEEN FULL '-'"-c L= 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />AND HALF DEPTH EXPANSION GENERALLY BE PLACED TO MATCH THOSE IN <br />" ��•�\%j�\�\i> ADJACENT CURB& GUTTER (WITHOUT PLANTER <br />JOINTS TYP 4"CRUSHED <br />3/8" HALF DEPTH\\< STRIP). MAXIMUM SPACING OF 30 FEET, FINAL <br />SURFACING ,j``�// /ice SPACING DETERMINATION SHALL BE DECIDED BY THE <br />EXPANSION JOINT <br />15' INTERVALS 12" <br />COMPACTED BASE COURSE, 8" INSPECTOR IN THE FIELD. <br />BETWEEN FULL • <br />s- TO 95% MAX 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />3,o DEPTH DENSITY 95% OF MAXIMUM DENSITY. <br />MONOLITHIC CURB 4, SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />�'. & SIDEWALK SECTION AND BEHIND ROLL -CURB (STANDARD DRAWING 308). <br />5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH <br />PER PLANS TRANSPARENT CURING COMPOUND COVERED BY <br />�pEv�F' 6' MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />VENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />2%MAX CURING TIME SHALL BE FOR AMINIMUM OF 72 <br />HOURS. <br />TYPE E-1 CURB ••••••-- 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER HAVING A3/8" RADIUS AFTER FINAL BROOM <br />,TYPE E-1 CURB & SIDEWALK FINISH IS COMPLETED. <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-GROOVE CONTROL JOINT 1/4" <br />DEEP 5' INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15' INTERVALS BETWEEN <br />30' FULL DEPTH JOINT <br />- HMA OR CONC <br />4" CRUSHED SURFACING <br />PAVEMENT <br />BASE COURSE, <br />7. SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BYTHE <br />COMPACTED <br />CITY ENGINEER. <br />TYPE E-1 CURB <br />TO 95% MAX DENSITY <br />8, FOR REPLACEMENT PROJECTS, CURB REVEAL SHALL <br />MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN <br />TYPE E-1CUR6 PLANTER STRIP& <br />THE STANDARD 6". NEW CURB SHALL MATCH <br />r <br />DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br />3/8" FULL DEPTH EXPANSION <br />SIDEWALK SECTION <br />307-309. <br />JOINT 30' MAX INTERVAL <br />V-GROOVE CONTROL <br />6 MIN <br />JOINT 1/4" DEEP S' <br />COLD JOINT - <br />(SEE NOTE 7) <br />CEMENT CONCRETE <br />INTERVALS BETWEEN FULL <br />I <br />2% MAX <br />SIDEWALK <br />AND HALF DEPTH EXPANSION <br />HMA OR CONC <br />JOINTS TYP TYP <br />PAVEMENT """•�--.. <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />- •°••°°'°°""••°°^ <br />................ ......... <br />\��\��\� ��-4' CRUSHED SURFACING BASE <br />WINTERVALS BETWEEN <br />30' FULL DEPTH JOINTS <br />TYPE A-1 <br />CURB & GUTTER <br />COURSE, COMPACTED TO 95% <br />SEE STANDARD <br />MAX DENSITY <br />DRAWING 307 TYPE A-1 CURB <br />& SIDEWALK SECTION <br />As <br />MATCH EXISTING CURB <br />c� <br />REVEAL, SEE NOTE 8 <br />REPLACED PAVEMENT <br />-NEW <br />EVERETT PUBLIC WORKS <br />DEPARTMENT <br />TYPE A-1 WASHINGTON <br />CURB&GUTTER CURB .m. uow. 72 <br />EXISTING iait.� . TOMH000 vnuiwwiELM 022 <br />PAVEMENT --_ ` CEMENT CONCRETE CURB& , ;���"., <br />TYPE A-1 CURB & SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 <br />NOTES <br />1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br />SECURELY STAKED. <br />2. HALF DEPTH, 3/8" x 1-1/2", EXPANSION JOINTS <br />SHALL BE PLACED ON 15-FOOT CENTERS. <br />3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED <br />ADJACENT TO CATCH BASINS, INLETS AND AT POINTS <br />OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY <br />RETURNS. MAXIMUM SPACING SHALL BE 30 FEET. <br />6.5" PRE -MOLDED JOINT FILLER SHALL BE 3/8" WIDE. <br />5.5" 4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br />1/2" RADIUS T' RADIUS S. CONCRETE SHALL BE COMMERCIAL MIXASCALLED <br />OUT IN WSDOT STANDARD SPECIFICATIONS. <br />2% <br />.. - 6. STEEL FORMS MUST BE USED ON TANGENT <br />� .. SECTIONS. WOOD FORMS MAY BE USED ON CURVED <br />D/W - SECTIONS. <br />CUT 1" RADIUS <br />n - 7. FINISH SHALL BE LIGHT BROOM FINISH. <br />4% <br />8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />:. TRANSPARENT CURING COMPOUND AND COVERED <br />BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br />THE EVENT OF RAIN OR OTHER UNSUITABLE <br />WEATHER. CURING TIME SHALL BE A MINIMUM OF <br />�- 72 HOURS. <br />+ Moo <br />"*,a- - 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN <br />' , x =- "="` ' """ '- - ._ OF 4" OF CRUSHED SURFACING BASE COURSE. <br />- -vvvv vvv vvvv vv vv vvvvb <br />v vvv v v vv v v v v v v v v v o v v v v v v v v v v v vvv v v <br />vvvvvvvvvvovvvvvvv vovvvv ov vovvavovv o <br />vvvvv vvvvvavvvvvvvvvvvvvvvvvvvvvvvv <br />vv vvvvv vvv vvvvv vvv vv vovvvv vv vovvvav <br />vovvvv vvovvvvvoovvv oovvvvovvvovvvvv <br />vvvvvvvvvvv .vvvvv <br />SEE NOTE 9 <br />24 <br />TYPICAL SECTION <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />ETOMMp00 NMHOODPAU WILHElMWRB 1/1D/2D22 <br />TYPEA-1 307 <br />CEMENT CEMENT CONCRETE CURB & GUTTER <br />F. <br />z <br />0 <br />a. <br />a <br />U <br />U <br />w <br />0 <br />rW <br />QQQ <br />Z J <br />NON CL <br />W <br />LL <br />Q 00 06 <br />, <br />0 (3LO <br />) C1l <br />L0 Lci <br />F- <br />N N <br />W ! j <br />W <br />O i <br />I-- W <br />N <br />a3 <br />Z <br />�. z <br />Uj <br />Wrg <br />�EW <br />W <br />z <br />0z <br />W <br />z <br />CL <br />M <br />0 <br />z <br />0) <br />O <br />= <br />Q <br />OF_: <br />M <br />Q <br />N� <br />WN <br />' <br />3 <br />�0W <br />r <br />W <br />WNiz <br />LL <br />W <br />^WW <br />Wz <br />LL <br />LL <br />N <br />LLLL <br />O <br />00 <br />F- <br />_ <br />O <br />a <br />00 <br />U <br />PROD. NO. DEN. BYEJT <br />DATE: <br />8/11 /2022 <br />SC E: <br />1"=10' <br />DRAWING NO. <br />3DF9 <br />