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NOTES <br /> CURB RAMP WIDTH 4'-0"MIN.LANDING TO MATCH9p, <br /> CURB RAMP WIDTH-SEE CONTRACT PLANS CURB RAMP WIDTH 4'-0"MIN. 1. At marked crosswalks,the connection between the curb rampand the road- <br /> LANDING TO MATCH CURB RAMP <br /> 1 LANDING I WIDTH-SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. <br /> LANDING I GRADE BREAK CURB RAMP I 2. Where"GRADE BREAK'is called out,the entire length of the grade break <br /> GRADE BREAK I SEE CONTRACT PLANS- GRADE BREAK between the two adjacent surface planes shall be flush. <br /> SEE CONTRACT PLANS- \ 4'-0"MIN. CEMENT CONCRETE <br /> 4'-0"MIN. SIDEWALK-SEE NOTE 5 1 - 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurten- <br /> 4 I , ances on any part of the Curb Ramp or Landing,or in front of the Curb <br /> PROVIDE SMOOTH TRANSITION Rampwhere it connects to the roadway. <br /> CEMENT CONCRETE , TO SIDEWALK WIDTH <br /> SIDEWALK- SEE NOTE 5 (TYP') SEE CONTRACT PLANS- MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified.See Standard Plan <br /> * 4-o"MIN. * PLANS-4'-S"MIN- F-10.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and <br /> FLARE(TYP.) 3/8"EXPANSION - BUFFER WIDTH-MATCH Pedestrian Curb details. <br /> JOINT -SEE I S. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.See <br /> TO CURB RAMP DEPTH <br /> 3/8"EXPANSION 1 hE CURB RAMP STANDARD PLAN F-30.10 (TYP.) <br /> JOINT(TYP.)-SEE l ` ,�• - Contract Plans for width and placement of sidewalk. <br /> STANDARD PLAN F-30.10 GRADE - " 6. The Bid Item"Cement Concrete Curb Ramp Type "does not include the <br /> 6,BREAK ) TRANSITION TO SIDEWALK BUFFER,IF <br /> GRADE BREAK • PRESENT,OR TO BACK OF CURB(TYP.)-- 1 adjacent Curb,Curb and Gutter,Depressed Curb and Gutter,Pedestrian <br /> ••••••'•' i::"• _J. SEE CONTRACT PLANS " Curb, Sidewalks.i# ,,, ', ur ,or I ewa s. <br /> CURB,OR CURB J ���-' - ��`_ / 7. The Curb Ramp length is not required to exceed 15 feet(unless shown <br /> AND GUTTER- ..-, __. . CURB,OR CURB �`--` CEMENT CONCRETE otherwise in the Contract Plans).When applying the 15-foot max.length, <br /> SEE NOTE 4 - - - ""- AND GUTTER- — PEDESTRIAN CURB- <br /> I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%.Use a <br /> DETECTABLE WARNING SURFACE- SEE NOTE 4 I single constant slope from bottom of ramp to top of ramp to match into <br /> SEE STANDARD PLAN Fd5.10 the landing over a horizontal distance of 15 feet.Do not include the <br /> FACE OF CURB - - DETECTABLE WARNING SURFACE- <br /> _.,.. f FACE OF CURB _. SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max.measurement. <br /> MEASURED PARALLEL i <br /> SEE NOTE DEPRESSED CURB AND GUTTER- I DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish.See Standard <br /> TO CURB(TYP.) CROSSWALKI4 <br /> CROSSWALK Specifications 8-14. <br /> in I� 9. Pedestrian Curb may be omitted if the ground surface at the back of the <br /> 0 Curb Ramp and/or Landing will be at the same elevation as the Curb <br /> tO CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. <br /> Z - ---- -- - FOR CURB RAMP LENGTHS GREATER THAN 8'-0"PROVIDE - ---- ---- - <br /> LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. PLAN VIEW <br /> Oz,' TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND <br /> DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER) <br /> SEE STANDARD PLAN F-45.10 - SLOPE IN EITHER DIRECTION <br /> 4'-0"MIN. 15'-0"MAX.(TYP.) GRADE BREAK * <br /> DESIGN/FORMWORK 1.5 OR FLATTERRECO�MENXD;D FOR <br /> SEE CONTRACT PLANS SEE NOTE 7 <br /> SLOPE TREATMENT- COUNTER SLOPE- <br /> SEE STANDARD PLAN F-30.10 <br /> GRADE BREAK 5.0%MAX. * * 7.5%OR FLATTER RECOMMENDED FOR <br /> * DESIGN/FORMWORK(8.3%MAX.) <br /> •r .t,' <br /> *��_ TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR <br /> `V '> - * * DESIGN/FORMWORK(10%MAX.) SC TT FL <br /> / <br /> co'CT <br /> LANDING J CURB RAMP <br /> \--<> <br /> 'N �Q pF WASy7^c��,DEPRESSED CURB AND GUTTER- hF i,. ._ ya f4G SEE STANDARD PLAN F-10.12 <br /> SECTION AO <br /> -e _d''. <br /> �%I•i,;.' Qui <br /> CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP"TYPE O2e6aD D <br /> CEMENT CONCRETE PERPENDICULAR"A"PAY LIMIT-SEE NOTE 6 \ PERPENDICULAR"B"PAY LIMIT-SEE NOTE 6 �cQJ,9FCf 5T6R�'G\� <br /> PEDESTRIAN CURB- '` Sy ONAL �'� <br /> SEE NOTE 4 <br /> ® DETECTABLE WARNING SURFACE- 'Geller,Scat( <br /> SEE STANDARD PLAN F-45.10 <br /> Itvs: .` Jun 24 2016 7:20 AM <br /> / / `� PECLJRBDRAMPAR3"R.TYP. DEPRESSED CURB AND GUTTER- `�' SEENOTE4 � / _/� STANDARD PLAN F-40.15-03 <br /> 1WCEMENT CONCRETE CURB lV—'/ �__/ / SHEET 1 OF 1 SHEET <br /> AND GUTTER-SEE NOTE 4 _ /` APPROVED FOR PUBLICATION <br /> nn-- ���� caTen�cr,1o7 <br /> L4'!""e..9a Jun292016228 PM <br /> ISOMETRIC VIEW ISOMETRIC VIEW _ STATE DESIGN 22601NEEN <br /> CURB RADIUS DETAIL 0 <br /> TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 7 Washington Stat.Deportment of Transportation <br />