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FOR SIDEWALKS 10' FOR SIDEWALKS LESS <br />BACKOF AND "WIDER THAN 10'WIDE <br />SIDEWALK W SMOOTH TROELED <br />PERitVIETER & JOINTS <br />A� , 'TERBR OOM FINISH I A <br />SMOOTH TRO14VELED <br />LANDING 4'X 4'MINI PERIMETER &JOINTS <br />2% SLOPE MAX AFTER BROONI FINISH <br />ANY DIRECTION X <br />z <br />SMOOTH TR <br />PERIMETER&JOINTS <br />AFTER BOM ROFINISH �-5 <br />Ln <br />zo, - -an„ 1iii H 2111H H <br />1k. mmnumg stm=.= <br />51 MIN A 4, MIN 5'MIN <br />10% MAX RAMP 10% MA,X <br />A 4----1 <br />CROSSWALK SEE <br />TA N DARD' DRAWI NG <br />PLAN <br />TOP OF <br />PAVEMEP, <br />SE T ION A -A <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING ASPHAUF <br />CONCRETE <br />EXISTING CEMENT <br />A CL <br />PS �— RAMP <br />-4 --7- T <br />V <br />< <br />I MIN KINK <br />1-1721, rn C <br />DETECTABLE WARMING PATTERN <br />TYPE A CURB RAMP <br />0 <br />ASPHALT CONCRETEI2" MIN) <br />TO MATCH EXISTING THICKNESS <br />SAWCUTOR LINE DRILL UNDERLYING CONCRETE <br />--6" MIN CEMENT CONCRETE TO <br />MATCH EXISTING THIO<NESS <br />65- VAIN CRUSHED SURFACING TOP COURSE - <br />SEE STANDARD DRAWING 614 <br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCIRETE <br />m- <br />I <br />NOTES <br />1, DETECTABLE WARNING PATTERN AREA SHALL BE <br />YELLOW IN -COMPLIANCE WITH INSDOT/APWA <br />STANDARD SPEC SECTION 8-143(3). <br />2CURB 9AMPS SHALL NOT BE POURED INTEGRAL <br />WI rH SIDEWALK AND SHALL BE BOUVI'ED FROM <br />ADJACENT SIDEWALK BY A 3/S" FULL DEPTH <br />EXPANSION JOINT, <br />3. GUTTER SECT10N, AT CURB RAMP SHALL NOT BE <br />POURED INTERGALWITH ADJACENT GUTTER <br />SFCTPONS AND SHALL BE ISOLATED BY A 3/8'FULL <br />DEPTH EXPANSION. JOINT, <br />4. CURB RAMP AND GUT-iER SECTION AT CURS RAMP <br />MAY BE POURED AS AN I NTERC3AL SECTION, <br />�. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY <br />STANDARD DRA%1,1IT,,JG 307. <br />S. FOR RETRO FIT INSTALLATION SAWCUT AND <br />REMOVE EXISTING SIDEWALK, CURB AND TTE GUR <br />SECTION ALONG NEW EXPANSION JOINT LOCATION, <br />SAWCUTEXISTING PAVEMENT AS REQUIRED FOR <br />FORMING OF NEW CURB AND GUTTER, PATCH <br />PAVrMENT AS REQUIRED, <br />7. FLUSH WITH GUTTER IrNO LIP PERMITTED) <br />& MID BLOCK CROSSfNIGS OF STREETS WITH S TOP <br />CONTROL ARE ALLOWED 2% MAX CR[-)SS SLOPE <br />AND RUNNING SLOPE. CROSSINGS WITHOUT <br />STOP CONTROL ARE LIMITED TO A 5% MAX SLOPE IN <br />r EITHER DIRECTION. REFER TO GUJDELINES FOR <br />ACCESSIBLE PUBLIC RIGHTS -OF -WAY. <br />9. A WN OF TOF THE RANIP WIDTH MUST FALL <br />WITHIN THE CROSS WALK SERVED BY THE RAMP. <br />- <br />' &147 CITY OF EVERETT <br />"ErT PUBLIC WORKS DEPARTMENT <br />TYPE A CURB RAMP 318, <br />I <br />Tr�� <br />NOTES <br />1. ALL TRENCHES IN F-OADWAY AREAS SHALL BE <br />3ACKFILLED AND PATCHED WITH TEMPORARY <br />ASPHALT AT THE END OF EACH WORK DAY. UNLESS <br />PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br />CITY ENGINEER. <br />I ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br />PERMANENTOt PATCHED WITHIN 2 WEEKS OF <br />COMPLETION OF WORK WITHIN ROADWAY AREA, <br />5. CEMENT CONCRETE FOR PATCHING SHALL BE <br />COMMERCIAL MIX AS CALLED OUT IN WSDOT <br />STANDARD SPECIFICATIONS, <br />t, 51 <br />BROOM FINISH ALL <br />SURFACES BEFORE <br />SMOOTH TROWELING <br />EDGES AND JOINTS <br />—RROOjNPI FINISHALL <br />SURFACES BEFORE <br />SIVICOTH TROWELING <br />EDGES AND IC INTS <br />B BACK OF S/W <br />A <br />-Al 1A <br />A <br />LZ> <br />1.-12 MAX <br />'1�12 MAX <br />R.Amp S'LANDING <br />I RAMP <br />- P0 IN 6 <br />6'PAIN <br />FkCE OF CURB <br />�� ply <br />CROSSWALK Q <br />(SEE STANDARD DRAWING 721) PLAN <br />CD <br />RAMP 6'MfN S'NTIN R A N11 P 5 1 M 1,44 <br />11 <br />m <br />A <br />SECTION A -A. <br />CL <br />RAMP <br />S' MIN <br />T <br />LANDING <br />MIN MAX < <br />0 ""1 <br />Ay- <br />C 7 /:LF,, --3T4, <br />-F <br />D I, <br />SEC-TION 8-B DETECTABLE WARNING PATTERN <br />4" <br />P <br />TYPE, CURB RAMP <br />0 <br />0 <br />NOTES <br />1. DETECTABLE WARNING PATTERN AREA SHALL BE <br />YELLOW IN COMPLIANCE WITH WSDOT/APWA <br />STANDARD SPECIFICATION SECTION 8-143(3), <br />2- CURB RAMPS SHALL NOT BE POURFD INTEGRAL <br />WITH SIDE°VALK AND SHALL BE ISOLATED FROM <br />ADIACENT SIDEWALK BY A 3/8" FULL DEPTH <br />EXPANSION JOINT. <br />3, GUTTER SECTION AT CURB RAMP SHALL NOT BE <br />POURED iNTERGAL WITH ADJACENTGUTTER <br />SECTIONS AND SHALL BE ISOLATED BY A 3,18" FULL <br />DEPTH EXPANSION JOINT. <br />4. CURB RAMP AMD GUTTER SECTION AT CURB RAMP <br />MAY BE POURED AS AN INTERGAL SECTION. <br />5, TYPE A-1 INTEGRAL CURB AND GUTTER, PER CITY <br />STANDARD DRAWING 307, <br />6, FOR RETROFIT INSTALLATION SAWCUTAND <br />REMOVE EXISTING SIDEWALK, CURB AND GUTTER <br />SECTION ALONG NEW EXPANSION JOINT <br />LOCATION. SAWCUT EXISTING PXVEMENT AS <br />RE.QUIRED FOR FORMING OF NEW CURB AND <br />GUTTER. PATCH PAVEMENT AS REQUIRED. <br />7. FLUSH WITH GUTTER (NO LIP PERMITTED) <br />8. A MIN OF 4'OF THE RAPOP WIDT H MUST FALL <br />WITHIN THE CROSS WALK SERVED BY THE RAMP. <br />9, THICKEN EDGE TO PULL DEPTH OF ADJACENT CURB <br />SECTION. <br />CITY OF EVERETT <br />65 <br />PUBLIC WORKS DEPARTMENT <br />TYPE C CURB RAMP 320 <br />MIME= <br />Descrip ir- <br />'4,; <br />�NK <br />0 <br />Tjky <br />:> <br />' <br />0, <br />PROJECT HARVEY <br />05 15/2020 LIN K ow. <br />PI J <br />0 PERMT <br />> <br />LRR 6202 ASSOCIATED E30ULEVARD PAVING AND SITE DETAILS <br />0 <br />Fr)f)r T 6814Greenwo8odAvenuT (206) 52A2 -9510 <br />Wcc1 O Seattle,W9103 www,PAcLND,COM EVERETT WA 98023 <br />7 <br />