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Home My WebLink AboutR-385427" '16d NAIL DRIVEN 2' - 0" ..:' DETECTABLE WARNING: INTO HMA FORPATTERN (IN) PRESSURE 1. THIS DESIGN ASSUMES :OPTIMAL CONDITIONS -AND A STANDARD CURB • HEIGHT ,OF 6" (IN). INSTALLED RAMPS SHALL BE NO. STEEPER ,THAN (SEE NOTE 2), . ANCHORING _(TYP.) 3„ 12H 1V, AND'SHALL.HAVE A CROSS -SLOPE OF.2% OR LESS. USE.SHIMS OR GROUT AS REQUIRED.TO_ADJUST FOR EXISTING CONDITIONS .. .L OR MARINE -BOARD . OR MARINE BOARD; 'AND. TO PREVENT ROCKING. -,SHIMS SHALL BE NO HIGHER THAN 1" (IN), AND SHALL: BE .SECURED TO THE RAMP. FOR 'CURBS SHORTER . THAN. .' LI SLIP -RESISTANT: y :. RAMP-SUPPOR T JOIST " 6:' (IN), 'INSTALL A RAMP' ON: THE SIDEWALK, NO STEEPER THAN 12H • 1V, MADE OF GROUT OR AS APPROVED: BY THE ENGINEER. SURFACE' 44 d m N .... ADJUSTMENTS TO THE RAMP DIMENSIONS SHOWN MAY BE'REQUIRED TO MATCH EXISTING CONDITIONS. '... .. .. Q G. ' -... . ..... .. .. ... ... . .. .... ... . .. .... .. . .. .... .. DOUBLE WIDE CORNER ... 4 2. THE DETECTABLE' WARNING PATTERN SHALL BE INSTALLED ONLY WHEN` THE INTENT IS TO GUIDE :PEDESTRIANS DIRECTLY ACROSS THE V ,w BRACKET' ROADWAY (CROSSWALK). SEE WSDOT STD PLAN F-45.10-01 FOR DETAILS.'Q W ; _. •000'eee.0000e PERSPECTIVE V V IEW .. _.. ... .. DETECTABLE WARNING. .:' PATTERN (SEE NOTE .2). 3.. 'SCREWS SHALL BE USED TO.:SECURE THE RAMP SURFAQE..SPACING SHALL BE IN -ACCORDANCE WITH THE CURRENT.'BUILDING'CODE. '. 6. - 6" A D ,TAIL A 000'do'60o:000 4;-USE'A SLIP -RESISTANT TREATMENT FOR THE SURFACE -OF RAMP. . .. . 1' - 6' • x J� - I 16d NAIL DRIVEN INTO HMA FOR .. eO00000eeo ' :.•:: _ 1x4' EDGE 6. DO NOT INSTALL.A HAND RAILING IF USING THE EDGE BOARD OPTION.: L us N Qi��' BOARD . . . . .�N 7. CONTRACTOR TO PROVIDE: PEDESTRIAN ACCESS IN ACCORDANCE WITH THE SPECIAL: :PROVISIONS. THIS MAY RESULT; IN • WORKING ON ONE-:: .. . . .. 000000000 0 ..,.•.•.•...'. .:'.:: CORNER AT A TIME. : .. .... ... ... DOUBLE WIDE �CORNER-BRACKET r, '.MORTAR ,., .. _ .. ooeo .< LOb 00000000 oo . " .: ':: ., .. .. - 5/12/2016'; RAMP SUPPORT T JOIST BLOCKING (TYP.) 00.0000e0000 O U W 3" ri ; _ _ :. PLYWOOD; OR MARINE BOARD (1) 3/8" (IN) - 16x1 1/2"'(IN); HEX BOLT, STEEL a. e:eo'ooeeoo 3 4" (IN) PRESSURE TREATED PLYWOOD, "� RAMP SUPPORT J015 T (1) 'FLAT. WASHER . (1) 3/8,x. (IN) - 16 HEX NUT, STEEL' U w LL - z ' .00oo.b'o0oo0 TYP:) Z C ,. 'e. "DOUBLE.WIDE CONSTRUCTION, ORANGE • • ,` 000eoeooae ........ a'W. ... " r. rCORNER :BRACKET REFLECTOR12ED:SHEETING .... .. O .= t0000000000 .. .. .1 x 4 EDGE BOARD:1: : a .... . ':. I. I I ., RIC .. EW .: ISOMETRIC VI RAMP AND ,ED!GE BOARD ATTACHMENT DETAIL, " TEMPORARY PEDESTRIAN RAMP WITH= EDGE BOARD: .. ..... ... .... .. .. .. .. .. ... .-.. .. .: .:- ... NTS ::. . n v ... ... • • o • ' 000000 0 .. BLO CKING.. U " Approve-- df or Bid: .. cHEcx:. , 0 0 0.0 0,0 ' '... ( CEM DATE. .. .. .... n.. ... .. ... .: ..:' .: ... .. .. .. .. ., .. ... .. .. ... City of Re nton Date .. , - -' 2--r6 SCALE - .. .... '.. .. ., . ... .. ... ) .... ... .. ... .,. .. - - .. .. .... ... .. . .,. PER PLAN' .. .. .. .. .. .- . . ... ... 'r.:. CALL 2; BUSINESS DAYS ... .. .. ... ... BEFORE YOU Dlq ... ,.. :. 1BOO-4 24 5555.' City ofRentori Date . OF .. . ED .:•., 0000 : ' : •' e 0 0 0 SCREWS (TYP.) (SEE NOTE 3) ... .. M .. .. .. .. .RAMP SUPPORT JOIST (TYP.) " 000, N OTES. . . .. ... . .. ... .. V.- 4"I.. (IN) PRESSURE 1. THIS DESIGN ASSUMES :OPTIMAL CONDITIONS -AND A STANDARD CURB • HEIGHT ,OF 6" (IN). INSTALLED RAMPS SHALL BE NO. STEEPER ,THAN z TREATED PLYWOOD 12H 1V, AND'SHALL.HAVE A CROSS -SLOPE OF.2% OR LESS. USE.SHIMS OR GROUT AS REQUIRED.TO_ADJUST FOR EXISTING CONDITIONS .. .L OR MARINE -BOARD . OR MARINE BOARD; 'AND. TO PREVENT ROCKING. -,SHIMS SHALL BE NO HIGHER THAN 1" (IN), AND SHALL: BE .SECURED TO THE RAMP. FOR 'CURBS SHORTER . THAN. .' TOP .VIEW- y :. RAMP-SUPPOR T JOIST " 6:' (IN), 'INSTALL A RAMP' ON: THE SIDEWALK, NO STEEPER THAN 12H • 1V, MADE OF GROUT OR AS APPROVED: BY THE ENGINEER. PROJECT: 15006 - ----- 44 d m N .... ADJUSTMENTS TO THE RAMP DIMENSIONS SHOWN MAY BE'REQUIRED TO MATCH EXISTING CONDITIONS. '... .. .. Q G. ' -... . ..... .. .. ... ... . .. .... ... . .. .... .. . .. .... .. DOUBLE WIDE CORNER ... 4 2. THE DETECTABLE' WARNING PATTERN SHALL BE INSTALLED ONLY WHEN` THE INTENT IS TO GUIDE :PEDESTRIANS DIRECTLY ACROSS THE V ,w BRACKET' ROADWAY (CROSSWALK). SEE WSDOT STD PLAN F-45.10-01 FOR DETAILS.'Q W ; _. PERSPECTIVE V V IEW .. _.. ... .. DETECTABLE WARNING. .:' PATTERN (SEE NOTE .2). 3.. 'SCREWS SHALL BE USED TO.:SECURE THE RAMP SURFAQE..SPACING SHALL BE IN -ACCORDANCE WITH THE CURRENT.'BUILDING'CODE. '. 6. - 6" A D ,TAIL A Z Q 4;-USE'A SLIP -RESISTANT TREATMENT FOR THE SURFACE -OF RAMP. . .. . 1' - 6' • x J� 5. ALL FASTENERS SHALL, BE GALVANIZED:.:: .. 16d NAIL DRIVEN INTO HMA FOR 1` _' S„ " .. 3 4" 1 x 4 EDGE. _ 1x4' EDGE 6. DO NOT INSTALL.A HAND RAILING IF USING THE EDGE BOARD OPTION.: L us N Qi��' BOARD . . . . .�N 7. CONTRACTOR TO PROVIDE: PEDESTRIAN ACCESS IN ACCORDANCE WITH THE SPECIAL: :PROVISIONS. THIS MAY RESULT; IN • WORKING ON ONE-:: .. . . .. yi . CORNER AT A TIME. : .. .... ... ... DOUBLE WIDE �CORNER-BRACKET '.MORTAR ,., .. _ .. BRACKET.BOLT DETECTABLE WARNING _ B B OL PA.T:TERM (SEE NO 2 E ) .< LOb . .: ':: ., .. .. - 5/12/2016'; RAMP SUPPORT T JOIST BLOCKING (TYP.) BRACKET BOLT O U W 3" ri ; _ _ :. PLYWOOD; OR MARINE BOARD (1) 3/8" (IN) - 16x1 1/2"'(IN); HEX BOLT, STEEL a. 3 4" (IN) PRESSURE TREATED PLYWOOD, "� RAMP SUPPORT J015 T (1) 'FLAT. WASHER . (1) 3/8,x. (IN) - 16 HEX NUT, STEEL' U w LL o. z . . .. TYP:) Z 5' - "DOUBLE.WIDE CONSTRUCTION, ORANGE ' a'W. " r. rCORNER :BRACKET REFLECTOR12ED:SHEETING �: a s .. .1 x 4 EDGE BOARD:1: : VI END E:W::..:' a M " V.- 4"I.. 3/4YODPRESSURE, TREATED . .. .L OR MARINE -BOARD . m TOP .VIEW- 1: w:" :. RAMP-SUPPOR T JOIST " 1/2" (IN)) .HEX LAG N) x L/(TYP.) STEEL .:T .. PROJECT: 15006 - ----- . .... _:RAMP DETAIL :.. -. ::; .. .. .. .. .. .ADVERTISEMENT : ,:' DOUBLE WIDE CORNER ... CONSTRGCTION.ORANGE REFLECTORIZED SHE, TING V '...... BRACKET' W ; _. PERSPECTIVE V V IEW .. _.. ... .. DETECTABLE WARNING. .:' PATTERN (SEE NOTE .2). 6' - 5,. '. 6. - 6" A D ,TAIL A Z Q .... .... .. . .. . 1' - 6' 16d NAIL DRIVEN INTO HMA FOR 1` _' S„ " .. 3 4" 1 x 4 EDGE. _ 1x4' EDGE L ... '.. ANCHORING Qi��' BOARD BOARD . 1'/2" .(IN) x 3/4" (IN) HEX LAG SCREW, STEEL .. . . .. ZO DOUBLE WIDE �CORNER-BRACKET '.MORTAR ,., .. _ .. BRACKET.BOLT DETECTABLE WARNING _ B B OL PA.T:TERM (SEE NO 2 E ) .< _. IL s RAMP SUPPORT T JOIST BLOCKING (TYP.) 3/4" (IN) PRESSURE TREATED O U W 3" ri ; _ _ :. PLYWOOD; OR MARINE BOARD a. 3 4" (IN) PRESSURE TREATED PLYWOOD, _ 2' 8" 1 1'/2" RAMP SUPPORT J015 T U w LL s . OR MARINE BOARD . . Z 5' - ' �: VI END E:W::..:' .:i ... SIDE VIEW .... .. .. EDGE' BOARD ., RIC .. EW .: ISOMETRIC VI RAMP AND ,ED!GE BOARD ATTACHMENT DETAIL, " TEMPORARY PEDESTRIAN RAMP WITH= EDGE BOARD: .. ..... ... .... .. .. .. .. .. ... .-.. .. .: .:- ... NTS ::. /`ry' �. \ .... RECORD DRAWIN: :-_ .- GRAFT:... ... ... .., ., .. ... .. .. .. TH - U " Approve-- df or Bid: .. cHEcx:. i -.. '... CEM DATE. .. .. .... n.. ... .. ... .: ..:' .: ... .. .. .. .. ., .. ... .. .. ... City of Re nton Date .. , - -' 2--r6 SCALE - .. .... '.. .. ., . ... .. ... .•.. '... .. .. ... .. .. ... _ .... ... .. ... .,. .. - - .. .. .... ... .. ., .... ... .. Approved fOr CO .., ... .. PER PLAN' E SHE n' 27 .. .. .. .. .- . . ... ... 'r.:. CALL 2; BUSINESS DAYS ... .. .., .. ... ... BEFORE YOU Dlq ... ,.. :. 1BOO-4 24 5555.' City ofRentori Date . OF .. .