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I <br /> I BACK OF S/W FOR SIDEWALKS 10'_ ____� FOR SID WALKS Lt.SS <br /> AND WIDERTFWJ t 0' WIpE. <br /> A . i �"— :ROOMED FINISH ALL <br /> SURFACES BEFORE <br /> r,\/1 <br /> Hz 0 SMOOTH TROWELNG <br /> LANDING 4'r4' MN 5 0 EDGES AND JOINTS <br /> 2% SLOPE MAX.0 <br /> ANY DIRECTION ` <br /> I SMOOTH TROWELED ` ��� <br /> PERI6ltf1 AND JOINTS,, <br /> ,I a� O <br /> \ e <br /> AFTER BROOME° FINISH/ <br /> l -'IC <br /> I� <br /> f, <br /> o Z <br /> I ,. N IN)r „.,..„. <br /> ,. ,, _ .. <br /> ,i/- v.; ,,, <br /> i ,,i <br /> ., ...............,,/„.: <br /> I 5.0'MIN 4.0`}MPN _ 5.0'MIN 0%NG Q <br /> 1O%MAX-�-� RAMP TT-1Y, <br /> I-...1-4.--(7.-.7.\2.0. <br /> II0 5 ��Af CL <br /> r © 10 i RAMP <br /> A �--- B <br /> N CROSSWALK 1 I <br /> (SEE STD DWG 721) O a <br /> } PLAN �r 4. <br /> I TOP OF <br /> ,., PAVEMENT RAMP 6.0' MIN X4.0' MIN_ a l co <br /> _- �1 12 SLOPE MAX LANDING IA 11% <br /> V 1 I I MIN. MAX. I � Vii/ �V , e <br /> 2.0' �r2 MAX j T A I 5/8' 2 3/8' <br /> — B 58 " _� <br /> - -8 f- �� C 7/16- 3/4” I, 1 I <br /> o <br /> I <br /> 10 7/9' I1 7/16'x, ^ <br /> 0 I <br /> 5 <br /> e; N <br /> cLz <br /> 7O ©ECTIOA—A DETECTABLE WARNING PATTERN <br /> II NOTES: # <br /> 0 <br /> 1 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC <br /> o SECTION B-14.3(3). <br /> N 2 CURB RAMPS SHALL NOT BE POURED INTEGRAL WIT!-! SIDEWALK AND SHALL BE ISOLATED FROM AD ACENT <br /> SIDEWALK BY A 3/8' FULL DEPTH EXPANSION JOINT. <br /> E <br /> IE 3 GU TIEN SECTION AT CURB RAMP SHALL NOT BE POURED INTERGAL WITH ADJACENT GUTTER SECTIONS AND <br /> L) SHALL BE ISOLATED BY A 3/8" FULL DEPTH EXPANSION JOINT. <br /> 4 CURB RAMP AND GU f1 EK SECTION AT CURB RAMP MAY BE POURED AS AN IN i ttGAL SECTION. <br /> E <br /> I d 5 TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY STD DWG 305A. <br /> 6 FOR RETROFIT INSTALLATION SAWCUT AND REMOVE EXISTING SIDEWALK, CURB AND GUTTER SECTION ALONG <br /> '6 NEW EXPANSION JOINT LOCATION. SAWCUT EXISTING PAVEMENT AS REQUIRED FOR FORMING OF NEW CURB <br /> AND GUIIER. PATCH PAVEMENT AS REQUIRED. <br /> II <br /> I7 FLUSH WITH GUTTER (NO LIP PERMII i ED) <br /> t 8 MID BLOCK CROSSINGS OF STREETS WITH STOP CONTROL ARE ALLOWED 2% MAX CROSS SLOPE AND 5% <br /> u RUNNING SLOPE. CROSSINGS WITHOUT STOP CONTROL ARE LIMITED TO A 5% MAX SLOPE IN EITHER <br /> IDIRECTION. REFER TO GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY. <br /> I> <br /> 9 A MIN OF 4' OF THE RAMP WIDTH MUST FALL WITHIN THE CROSS WALK SERVED BY THE RAMP. <br /> 0 <br /> w <br /> I o %^ CITY OF EVERETT 5-19-2008 <br /> ) PUBLIC WORKS TYPE A CURB RAMP Date: <br /> '" ROT ENGINEERING & PUBLIC 31 OA <br /> I Q SERVICES DEPARTMENT COE Std Dw9: <br /> ater Main Replacement"Q"-Broadway APPENbIR A-COE STD DWGS July b. 2Ulb <br /> \Ain Nr, IHP'R17 SP- 1R'3 <br />