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I <br /> jBACK OF S/W B LANDING HALF WIDTH 2'-6" 0 1 <br /> / RAMP I ROj'9 r <br /> 0 <br /> O 6' Mlle+ ! 5 <br /> I 1 <br /> a <br /> o t)\0 .4-.. , \ 0 <br /> 1, 'fz ,. <br /> ,, <br /> PX <br /> 1 2-1--‘-rj\ A <br /> ,,....„, <br /> , _.., .....,, <br /> I <br /> 4 <br /> l &ROOMED FINISH ALL I <br /> SMOOTH TROWELED PSURFACES BEFORE SMOOTH <br /> PERIMETER AFTER gierrB NOTE EDGE TROWELED <br /> GROOMED FINISHED 0INF <br /> PIAN ALL RAMP DIMENSIONS ARE MEASURED <br /> © ALONG BACK OF SIDE WALK. JOINT <br /> LINES ARE RADIAL FROM CENTER. <br /> m <br /> a -*—RAMP LANDING RAMP <br /> c -- CL <br /> c _ .._. E • _ RAMP <br /> m <br /> m <br /> 0 SECTION A—A r1 <br /> o f O 5.0' MIN___.— NJ �� <br /> • 0 <br /> LANDING <br /> v —+- i--11--6" M MIN MAX. r <br /> -t-2.0' A 1 5 8" 2 3 8' 1 —e-C <br /> v <br /> o —_-. rl'iIVAX a B 7�tfi' WAN <br /> ( r-. r-� <br /> f Ita' <br /> • V <br /> .52 <br /> iz <br /> DETECTABLE WARNING PA[ I ERN <br /> SECTION B—B 0 <br /> n I <br /> c. <br /> o NOTES: <br /> 1 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC <br /> SECTION 8-14,3(3). <br /> 2 CURB RAMPS SHALL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED FROM ADJACENT <br /> I <br /> W SIDEWALK BY A 3/8` FULL DEPTH EXPANSION JOINT. <br /> fc <br /> F 3 GUTTER SECTION AT CURB RAMP SHALL NOT BE POURED INTERGAL WITH ADJACENT GUTTER SECTIONS AND <br /> SHALL BE ISOLATED BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> E <br /> s 4 CURB RAMP AND GU ILR SECTION AT CURB RAMP MAY BE POURED AS AN INTERGAL SECTION. <br /> o' 5 6`W X 10`H X 17'/l8`L POURED IN PLACE CONCRETE CURB. INTERGAL WITH RAMP. <br /> 13 6 THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB SECTION. <br /> 0 <br /> • 7 TYPE A-1 INTEGRAL CURB AND GUI I ER PER CITY STD DWG 305k <br /> c <br /> 5 8 FOR RETROFIT INSTALLATION SAWCUT AND REMOVE EXISTING SIDEWALK TO FIRST EXISTING JOINT EITHER SIDE <br /> OF NEW RAMP. SAWCUT AND REMOVE EXISTING CURB AND GUTTER SECTION AS REQUIRED. SAWCUT EXISTING <br /> PAVEMENT AS REQUIRED FOR FORMING OF NEW CURB AND GUTTER. PATCH PAVEMENT AS REQUIRED. <br /> q <br /> • 9 FLUSH WITH GUTTER (NO UP PERMITTED) <br /> o <br /> %, CITY OF EVERETT 5-19-2008 <br /> , PUBLIC WORKS <br /> � TYPE D CURB RAMP Dote: <br /> p�� R!rr ENGINEERING & PUBLIC 31 OD <br /> P SERVICES DEPARTMENT COE Std Dm]: <br /> Water Main Replacement"Q"-Broadway APPENDI.A-COE STD DWGS July 8, 2016' <br />