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HomeMy WebLinkAboutR-41160114co r r O 0 W H rmk N I I I � I I i I MEET AND MATCH I I EXISTING SIDEWALK z I AT NEAREST JOINT w CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. % STD DETAIL 101, H=6", TYP QI �o LLJ Q a o PEDESTRIAN RAMP#6A I ,t I 7 o`8, SEE DETAIL < `+`' w w ' RIGHT-OF-WAY, CB-2.31 CB-6.01 0I a w N o N TYP TYP SECTION PEDESTRIAN RAMP #5A SEE DETAIL 1 '' 1 CB-2.31 CB-6.01� CB-2.% CB-6.11 ........................ 20' MIN CLEAR, TYP O_ -- -- - EXISTING INLET TOREMAIN i _ BRrRGPE ADJUST TO GRADE - ARCHITECTURAL RIM =40.20 ` _ _ _ _ `..--..._--......... AWINGS DR POINT OF INTERSECTION - STA 21+00.00 GARDEN AVE N= I N 2ND 32+00 STA 31+00.00 N 2ND ST PEDESTRIAN RAMP #.5B SEE DETAIL 1 G 40.36 - CB-2.31 CB-6.01 .-........... - , FG 41.72 G 40.98 PEDESTRIAN RAMP #4A R=20' -- SEE DETAIL 2" AC 8 GRIND 1 OVERLAY, 150 % 41.50 CB-2.31 CB$.014 ' ° .-------------------- - _-----..-..-. -. - .. .. G4174 65 N� F FG 41.79 _ > FG 41.79 FG 41.96 FG 41.96� o PLANTING EE NOTE 1 i \+ o < STRIP, TYP CEMENT CONCRETE SI EWALK PER / ---- -----------� C.O.R. STD DETAILS 1 AND FO P J N 2ND ST PEDESTRIAN RAMP #3A 1300 BRONSON Y SEE DETAIL 1 +\ - + NORTH VVACATE T-OF-WAY CB-2.31 CB-6.001 YEj-^ r�. CONDITION OF APPROVAL: �-CI INSTALL LIGHT POLE AND JUNCTION BOX CONCRETE X PAD PER STD PLAN 120 ON SHEET CB-7.41 --.---- ..-.. ..---'---- --'--- I.: c ELEVATION AT 25' TYP P/L, TYP 50 45 a N N + O O � SEE CURB RAMP ORCON DE TAjL F T.: 40.................:.................E.................:.................:..................................E.................:.................:.............. ............ ........... ............ ........... .... ..... ELEVATION AT TOP OF. CURB, TYP 35 P.O. Box Seattle,le, WAA 98 FIL Patrick@hl.enginengineeling HLENGINEERING (858)581-0754 k. RAN. �° 48fiUt /GNAL6 CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.4 w� o N o . w + � M EXISTING INLET TO REMAIN, ADJUST TO GRADE RIM =40.24 rrrr -L r I MEET AND MATCH EXISTING SIDEWALK AT NEAREST JOINT FOR ELECTRICAL AND TELECOM IMPROVEMENTS SEE SHEETS CA-1.01 THROUGH CA-4.11, TYP o a ui 3wmw o a; K p 0U Q � NQ U N z W Q 0 0 W 1. SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: ' COLOR= CITY OF RENTON DOWNTOWN STANDARD ' PATTERN = 2'z2' SCORE JOINT, 112" DEEP ' FINISH=MEDIUM BROOM 2. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. 3. SEE SHEET CB10.00 FOR CONSOLIDATED STREET LIGHT POLE AND LUMINAIRE SCHEDULE. PEDESTRIAN RAMP PA SEE DETAIL CB-2.31 CB-6.11 PEDESTRIAN RAMP#8B SEE DETAIL CB 2.31 CBE 11 POINT OF INTERSECTION _- STA 33+82.06 N 2ND ST= E "XIS'-T-IN---'-GME'---E-DIAN ISLAND c ' STA 41+00.00 MEADOW AVE N r.-- s TO REMAIN PEDESTRIAN RAMP #9A CENTERLINE G40.g /' %// % 6 `�� SEE DETAIL + G40.gr/ .-..... .RIGHT-OF_WA1') G 4 .28 ..,X C 11 15' &2.31 C&6. SEE NOTE 1 I r . ° -,k MEET AND MATCH �.�-�� SEE NOTE2 EXISTING SIDEWALK AT I I NEARESTJOINT I W ---- ```�'� PEDESTRIAN RAMP #108 SEE DETAIL RIGHT-OF-WAY 1 Q� CB-2.31 CB-6.11 No ifiC11I �nmmi (7 O a r CEMENT CONCRE I DRIVEWAY PER C 33+00 I STD DETAIL 104.4 hZlrII > O � m O 0 N V � O O a o < o v J 6L d U° 6 1 LP IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ad I NDEVELOPMENT ENGINEERING O jchavez 08/28/2020 20 10 0 20 40 scale 1" = 20' feet I- � Im I �10NED AS -NOTED °°°'°°' CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;,'AkmmiE' PAR--- RENTON aWR DATUM ROAD PAVING AND DRAINAGE PLAN _ K PlDnning/Building/Public Works Dept. ' N 2ND ST CB-2.31 N0. REVISION BY DATE APPR ^°^^^^^ """'IX41°'N"° am. 5 a. 58