Loading...
HomeMy WebLinkAboutR-4214160a z O z w ry 0 Q C� X N 2 z O 1 z Q w zl � z 0 Q W U Z X a O U w w X a z O z w I J w X a z O z w I J X z O z w ry I CO X z O z w }I 0 X O LL z J w U ry Q X a O C9 N N 00 z O z w ry I z O Q X 3 a 0 _ ry ry m CV N z O z w ry 3 O X 3 a O ry a 3I O X a Z O z o w ry o >I U � X 0 cz a J Z J 2i Q a o_ X U 0 0 m U o CC) J N Cl) 3: ryI o U LL.I 0oory � Qm Lo -0 U 0 Y p X pj M O 6 p N 0 oz w c C� = w � � J 0 0 X . w v> LU LL 0-0 w Q U a X T I - / TAL-21 89 +20.40, 5.00'LT AP AP 89+10.40, 5.00'LT 1 FG 109.10 FG 109.29 TAL-21 89+20.40,2.00' LTTAL21 88+94.28, 5.00'LT TAL-21 89+10.40, 2.00'LTPT FG 10885 AP AP FG 109 TAL-21 89+24.28, 5.00' LT FG 109.13 33 AA PC - R=5.00' M FG 109.39 L-15.74' y y y y °° ° y TAL-21 89+22.34, 0.00' LT A=180°24'19" r yy y yy ,89+0© yy y vy p y - FG 109.34 - I y y. y y TAL-21 88+89.28, 0.00' LT y y y y TAL-21 89+29.28, 0.00' LT FG 108.91 y y y y y FG 109.58 R=5.00' TAL-21 88+94.31, 5.00' RT ' TAL-21 89+24.28, 2.00' RT L=15.71 PC TAL-21 89+14.28, 2.00' RT _ AP A=180°00'00" FG 108.83 AP - FG 109.33 TAL-21 89+12.34, 0.00' LT . FG 109.19 1 C6.14 FG 109.15 TAL-21 89+14.28, 5.00' RT TAL-21 89+24.28, 5.00' RT =FG AP AP 109.21 FG 109.39 0 I I 86+00 TA L B OT R D S 87+00 (TAL-21-LINE) AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE BOS 109.01 FL 108.86 TOC 108.86� MATCH EX FL 107.851 TOC 108.34= FG 108.15 M ;V\ MATCH E - 0 88+00 - FG 108., MATCH E C TAL-21 88+28.24, 22.04� RT j e-A „ D a - 1 BEGIN CURB AND GUTTER" FL 108.24; - MATCH EX TOC 108.74_ FL 107.95 --`� _ �TOC 108.45 FL 108.82- -g�jr STOC 108.82 1 S1.19 so (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 0' 10, 20' SCALE: 1" = 10' 0 o \ TAL-21 88+86.27, 21.92' LT \ MEDIAN DETAIL FG 109.61 MATCH EX FG 109.09 FG 109.42 - MATCH EX�TCH EX r70i ��MATCH EX 0 124'FL 108.50 \-�;--BOS 108.98 IC6.19t Ad :• 1• . .. • LP _VFL 108.41�_ - TOC 108.91 FL 108.61 TOC 108.61\ _�05 I \ DESIGNED: APPROVED: A. VILLAR G. FRANCO DRAWN: C. WILCOX CHECKED: PROJECT NO: K. CRAIG E00566E18 CHECKED: CONTRACT NO: l K. CHANG YUEN CXXXXXXXX �II 90+00 •� - -110 / 1~ � 105, 0__ S 1 � LIQ King County METRO GRADING GENERAL NOTES 1. ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED. 2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW INFORMATION. 3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4. GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT STATION INTERVALS. 5. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 6. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 7. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 8. SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF DRIVEWAY CONFORMS. 11. SEE CURB RAMP PLANS FOR CURB RAMP GRADING. 12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION. GRADING LEGEND N HMA FULL DEPTH r O HMA OVERLAY O o. D CEMENT CONCRETE N U CEMENT CONCRETE CROSSWALK W •Y W W y W LANDSCAPING N ° DETECTABLE WARNING SURFACE M °°°°°°°°°° O RETAINING WALL QO PEDESTRIAN GUARDRAIL N FENCE a RIGHT OF WAY (PROPOSED) X.X% EXISTING SLOPE O � PROPOSED SLOPE N O X.X% O O N N J DEVELOPMENT ENGINEERING t IL I Michael Sippo 09/11/2024 %.�# 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT GRADING PLAN TAL-B 86+00 TO TAL-B 91 +00 R-4214160 DATE: JUNE 2024 DRAWING NO: 1C10.10 SHEET NO: OF 160 473