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NE 1/49 SW 114, SEC. 30, T.29N., R.5E., W.M. <br />CITY OF EVERETT, WASHINGTON <br />BROOM FINISH ALL <br />SURFACES BEFORE <br />SMOOTH 11*110WELING <br />EDGES AND JOINTS -- <br />A <br />CPOSSWALK <br />(SEE STANDARD DRAWDIG 721) <br />1,12 R43AX <br />RAMP <br />PALAU fql r"llull til rumm c" 1-11 <br />0—mm <br />5' rvi I tq <br />mod <br />66 <br />LANDING <br />2. <br />a <br />8 <br />SECTION B-B <br />BACK OF SIDL%p'VALk LAN !DING -6'* HALF fflDTH 2' <br />A RA p'VO <br />'12 <br />BROOM FINISH ALL <br />SURFACES BEFOP& <br />SMOOTH TROWELING <br />EINDGES AND JOTS!�J PLAN <br />VAhAD I Aftintimf-I DAAAD <br />BROOM FINISH ALL <br />SURFACES BEFORE <br />SMOOTfl TROWELING <br />EDGES AND JOINTS BACK OF SJW <br />-A- <br />FACE OF CURB <br />0A-1 —N —MA-7-1 <br />1 IWO iii 3 4"--1 <br />DETECTABLE WARNING PATTERN <br />8RClOArl Fi�QfSll FALL <br />SURFACLS BEFORE <br />SMOOTH TROWELING <br />EDGES AND JOINTS <br />wl <br />NOTE: <br />ALL RAMP Dif-AENSIONS ARE MEASURED ALONG BACK OF <br />SIDEWALK. JOINT LINES ARE RADIAL PROM CENTER, <br />A <br />CL <br />RAMP <br />C2 <br />T <br />X <br />5' PAIN 1q 3A <br />LANDING 2T <br />6" <br />Z 1-7 16" C <br />91A MAX <br />SECTION B-B DETECTABLE WARNING PATTERN <br />NOTES <br />1. DETECTABLE WARNING PATTERN AREA SMALL SE <br />YELLOW IN COMPLIANCE WITH WSDOTff,&VijA <br />STANDARD SPECIRCATION SECTION 8-14.3(3), <br />2. CURB RAMPS SHALL NOT BE POURED INTEGRAL <br />V,11TH SIDEWALK fkkil) SHALL BE ISOLATED FROM <br />ADJACENT SIDLAIDALK BY A 3/8' FULL DEPTH <br />EXPANSION JOINT, <br />3, GUTTER SECTION AT CURB RAMP SHALL NOT BE <br />POURED INTERGAL WITH ADJACENT GLITTER <br />SECTION'S AND SHALL BE ISOLATED 8Y A 1/8-'FULL <br />DEPTH EXPANSiON JOINT. <br />4. CURB RANIP AND GUT v.LR SECTIONAT CURB RAIN111P <br />MAY BE POURED AS AN INTERGAL SECTION. <br />5- TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY <br />S I -AN DAHL) DRAWING 307. <br />6. FOR RETROFIT INSTALLATION SAWCUT AND <br />REMOVE EXISTING SIDEWALK, CURB AND CUTTER <br />SECTION ALONGN'Ai EXPAkNISION JOINT <br />LOCATION. SA CUT EX15TOIG PAVEMENT AS <br />REQUIRED FOR FORPAING OF NEW CURB AND <br />GUTTER, PATCH PAVEM ENT AS REQUIRED. <br />FLUSH WITH GUTTER (NO LIP PERMITTED) <br />S. A MIN OP 4'CF THE RAF-vlP WIDTH MUST FALL <br />WITHIN THE CROSS WALX SERVED Bllf THE RANIP <br />9- THICKEN EDGE TO FULL DEPTH O-FADJACENTCURB <br />S-LCTIOM <br />I <br />TYPE C CURB RAMP 1 320 <br />NOTES <br />1. DETECTABLE WARNING PATTERN AREA SHALL BE <br />YELLOWIN COPAPLIANCE luVITH VJSDOT/AP'Yk,'A <br />STANDARD SPECMCATJON SECTION 8443(3). <br />2. CURB RAMPS SHALL NOT BE POURED JNTEGkAL <br />WiTH SIDEWALK AND SHALL BE ISOU4,TED FROM <br />ADJACENT SIDEWALK BY A 3/8*'FIJLL DEPTH <br />EXPANSION JOINT, <br />3- GUTTER SECTION AT CURB RAMP'SHALL NOT UE <br />POURED INTEGRAL WITH AMACUNT GUTTER <br />SECTIONS AND SHAI L H !SOLATLD BY A 3/8" <br />FULL D15PTH EXPANSION JOINT, <br />4. CURB RAMP AND GUTTER SECTION AT CURB <br />RAMP N-IAY BE POURED AS A' INTLGRAL <br />SECTION. <br />5- 61"1 X 101i X 177181 POURLD IN PLACE <br />CONCRETE CURB INTEGRAL WITH RAMP. <br />6. Ti IICKEN EDGE TO FULL DEPTH OF ADJACEiNT <br />CURB SECT1CN. <br />7. 1-fPL-A--i !NTEGRAL Cl JR13 AND GUTTER PEP, CITY <br />STANDARD DRAWING 307 <br />B. FOR RETRORT INSTAI LATION SAWCUT AND <br />REMOVE EXISTING SIDLVjALK TO FIRST EXISTING <br />lolt,4-r EITHER SIDE Or NEW RAMP-.,SAWcu-r AND <br />RENIOVE EXISTING CURB ANDGUTTER SECTION <br />AS REQUIRED. SA'h'CUT EXISTING PAVEMENT AS <br />REQUIRED FOR FORMING OF NEW CURB AND <br />13UT-TEP, PATCH PAVEtAIENT AS REQUIRED <br />9. FLUSH WITH GUTTER tNC) LIP PERMITTED, <br />CITY OF EVERETT <br />TYPE D CURB RAMP 1 321 <br />mw��� <br />OF EVERETT <br />REVIEWED FOR PERMIT <br />