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z .1 W �S� W © CONCRETE SIDEWALK Q Z LCA SIDEWALK SLOPE: RAMP 1.12 � � SEE LIP DETAIL 2% CROSS SLOPE MAX. � 5% RUNNING SLOPE. "MAX J 0.500.50'IRANIP ' IL CSJ CSJ 11"CSJ CONCRETE x . GRADE ELEVATIONS, THIS BOTTOM OF RAMP SIDEWALKDETAIL, RELATIVE TO 0.00'. MAYHAVE ' N FOR ACTUAL ELEVATIONS 1/2" LIP AT 45. 45 w SEE GRADING PLAN W 1/2 w 0.50' .•.•.•.•.•.•.•.•.•-•.•.•.• 0.50' LIP DETAIL N.•.•.•.•.•.•.•••••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. c i O csi LINE OF 0.00' 0.02' 0.00' 0.00' CURB 6'-0" (UP 6") 44" MIN. - 6'-0" (UP 6") �C SEE SITE PLAN V TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RAMP PLAN H NOTES: 1. 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. w a 0 2. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLM! FOR DAMP WIDTHS NOTED OTHERWISE. W Z Y 3. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG a O Q O AXIS OF THE DIAMOND. PATTERN SHALL BE PERPENDICULAR TO THE CURB. 1 P 1 4" . � 3 GROOVES SHALL 8E /8 DEE AND / WIDE. >04 Zu _4. CURB RAMP WILL NOT BE PSD INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP �...4 z ADJACENT TO THE ROADWAY. c 5• CHANGES IN LEVEL UP TO 1 /4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1 /4" AND 1 /2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. w � J •— U � m (L c RAMP DETAIL ON tai C o NOT TO SCALE a 05 o Fs Q o J a d 0 2.35" � irr 0.900.9. a SQUARE PATTERN SQUARE PATTERN D4IGONAL PARALLEL TRIANGULAR PATTERN ALIGNMENT ALIGNMENT TRUNCATED DOWS DUAL NOT TO SCALE Ln 6 SECTION r rNvN I LUVL OF SIDEWALK logo C PEDESTRIAN CURB AT EDGE nF CinFruei k U.vv mmmQ5 0.50' SIDEWALK TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RETAINING CURB GUTTER FLOWLINE----------- F` 2% Max SECTION C— C MAW CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved� 19.488 FEET (NAVD88) I Aproved : TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAM P P LAN ♦ _ i • •► • i i SOEV ALK CURB — 2' WOE TRUNCATED DOMES WHE IE ABUTTING DRME AS SEE DETAIL 2/C2.4 PEDESTRIAN CURB CURB BEVEL CURB END (TYP.) LANDSCAPE �. PEDEST IAN • ..: •.•...•. CURS1:.11.•Y••••: •..... . 2' IMIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE DETAIL 2/C2.4 c 3' RADIUS. SEE DETAIL D CURB RADIUS SM PLAN F-40.1-02 BO Pa"P M7AL (ONSFE) NOT TO SCALE IKEAPROPERTY INC S . GRA 420 Al AN WOOD am A Sy/ , PA 19426 CONTACT: DNQ T E. SLATON CCM51#1jC" MOIAAM ; P: (610) a34-014* CELL M-50-4623 �o� F 28527 �� '� ®AA N CONSULTING E00NEERS Fps, 18215 72ND AVENUE SOUTH KENT, DAfA I E IMA 9s032 CONTACT: JAY GRUB, PE (425)251-6222 A(�A 1 • 40 4 0!fta i � NOTE AND oE-r�►r..s � •�. KEA VELCOMENT, ffmjb9w'ff0k WA. t� i+ cF DA -W 6/11/2015 mxmo. U15001266 5� !~• °�wrw w Gtr��G ENG��� Ci�G'1m JSG St`IiE 1"-409 �C-�_ W(, M�11p1on OF � m J W C1 -z z`= Z J V C 0 U. O r 2 w Y V m ' m yam. i i m m m D D x J J m U {{o 0 0 W Y • � S2 N O V a 0- o V) V) in in in CL ^ O W o 1* QD eo O N LOmmm } T- tJ U �.�. U m N `� co rn ai E ami v 0 rn M Z O 0 j W �= c" c c N M i z z z (100 00 co cn o v N M 2.35" � irr 0.900.9. a SQUARE PATTERN SQUARE PATTERN D4IGONAL PARALLEL TRIANGULAR PATTERN ALIGNMENT ALIGNMENT TRUNCATED DOWS DUAL NOT TO SCALE Ln 6 SECTION r rNvN I LUVL OF SIDEWALK logo C PEDESTRIAN CURB AT EDGE nF CinFruei k U.vv mmmQ5 0.50' SIDEWALK TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RETAINING CURB GUTTER FLOWLINE----------- F` 2% Max SECTION C— C MAW CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved� 19.488 FEET (NAVD88) I Aproved : TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAM P P LAN ♦ _ i • •► • i i SOEV ALK CURB — 2' WOE TRUNCATED DOMES WHE IE ABUTTING DRME AS SEE DETAIL 2/C2.4 PEDESTRIAN CURB CURB BEVEL CURB END (TYP.) LANDSCAPE �. PEDEST IAN • ..: •.•...•. CURS1:.11.•Y••••: •..... . 2' IMIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE DETAIL 2/C2.4 c 3' RADIUS. SEE DETAIL D CURB RADIUS SM PLAN F-40.1-02 BO Pa"P M7AL (ONSFE) NOT TO SCALE IKEAPROPERTY INC S . GRA 420 Al AN WOOD am A Sy/ , PA 19426 CONTACT: DNQ T E. SLATON CCM51#1jC" MOIAAM ; P: (610) a34-014* CELL M-50-4623 �o� F 28527 �� '� ®AA N CONSULTING E00NEERS Fps, 18215 72ND AVENUE SOUTH KENT, DAfA I E IMA 9s032 CONTACT: JAY GRUB, PE (425)251-6222 A(�A 1 • 40 4 0!fta i � NOTE AND oE-r�►r..s � •�. KEA VELCOMENT, ffmjb9w'ff0k WA. t� i+ cF DA -W 6/11/2015 mxmo. U15001266 5� !~• °�wrw w Gtr��G ENG��� Ci�G'1m JSG St`IiE 1"-409 �C-�_ W(, M�11p1on OF � m D 71 Lfl CIN C1 -z z`= Z m m ( � -0 cD C C 0 0 Y V m ' m yam. m m m D D D 71 Lfl CIN tTj4 V/ m m ( � -0 cD C mC)r 0 Y V m ' D 71 Lfl