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S TALBOT RD
(TAL-21-LINE)
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
0 — UD WALL UNDERDRAIN
EXISTING GROUND
o PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
cn 0
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
d sS
d RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
END WALL R04R
WALL R04R 0+88.22 =
TEMPORARY CONSTRUCTION EASEMENT
TAL-21 89+04.41, RT 27.53'
AP
--del - —END SHELTER FOOTING - — — — _ %10
ZL--
BEGIN SHELTER FOOTING — — —1 — � — � — -END PYLON FOOTING 1 1 — � WALL R04R 0+82.60 -
dH0 -- WALL R04R 0+44.94 = BEGIN PYLON FOOTING WALL R04R 0+58.44 =
WALL R04R 0+26.01 - � - TAL-21 89+04.41, RT 33.15' O WALL R04R TAL-21 88+47.81, RT 33.26' TAL-21 88+66.74, RT 33.22' WALL R04R 0+53.94 = - dHO TAL-21 88+80.24, RT 33.20'
LAYOUT LINE TAL-21 88+75.74, RT 33.20' dH0 O
O
-- o - = N
EXISTING ROW
a
WALL R04R - PLAN - CIP WALL KC METRO TYPE
COMBINED OVER 2'-0" HIGH
0
o N O
ti 00 C� (9 N 00
Z N � + + + + 00 00 N
-+ O 0.— ~ O ~ Q Z Q Q -Q p -115 O
p p Q Q p H O H Q O
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LO. LO co W O CO.J o O O J O N
J o o = 0, o GUARDRAIL TYPE 1 _ J o
o; } J J Q N
z J �. J> Q LU w Q J. 0 LU
Q J w Q J. Z Q J > �W W LU
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wQ J. wQ W �j W m� W; N w� W : m� W w� W : Q� W w� W
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TOP OF WALL &
:...................:..................:...................:.........................................................:...................:...................:....................................:...................:......................................:............:...........:...........:..........:...........:...............................:..................:..................:...................:...................:...................:..................:...................:...................:.....................................:.............. TOP SI A :................:...................:................:...................:..................
OF DEW LK .
110
EXISTING GROUND SHELTER :PYLON FOOTING
FOOTING
AT FRONT FACE OF WALL ELEV 108.05
ELEV 106.84 - .
UD UD UD UD ; UD UD UD UD
LIGHT POLE ELEV 106.48
FINISHED GROUND AT FRONT FACE OF WALL = ; FOUNDATION, TYP
................................................................................................... +...................................................................................................................................................................................................................;........................................................................ + .... ...................... .................. ........................................................ 105
WALL R04R STA 0 08.73 EXISTING GROUND 4 FEET IN FRONT OF WALL WALL R04R STA 0 78.41:
ELEV 105.86 ; UNDERDRAIN ELEV 106.65
ELEV 103.25 0 51 10
ELEV 102.41 :ELEV 102.41 BOTTOM OF ELEV 102.56 ELEV 102.67 ; ELEV 102.87
WALL ELEV 102.64 HORIZONTAL SCALE
0' 2.5' 5'
i i
-0+10 0+00 0+20 0+40 I 0+60 0+80 0+90
VERTICAL SCALE
WALL R04R - DEVELOPED ELEVATION - CIP CONC WALL KC DEVELOPMENT ENGINEERING
METRO TYPE COMBINED OVER 2'-0" HIGH Michael Si ' ppo 09/11/2024
CALL 811 BEFORE YOU DIG FR-4214227
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL 7 M. D, H. UACCI G. FRANCO JUNE 2024
(425) 453-5000 of w.as�19C� DRAWN: RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500 �e'�� �'� 1 Kin Count JacobsBELLEVUE, WA 98004 ° g y
H. D'ACCI
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
5721 AL X.wu E00566E18 METRO RETAINING WALL PLAN AND ELEVATION 1 R1.03
R� ��S�ti
o.
REVISION BY APP'D DATE SIQNAL 0 CHECKED: CONTRACT NO: WALL R04R SHEET NO: OF
6/11/2024 249 473
K. CHANG YUEN CXXXXXXXX
BEGIN WALL R04R
WALL R04R 0+00.00 =
TAL-21 88+27.57, RT 27.52'
RETAINING
WALL FOOTING
AP
WALL R04R 0+05.77 =
TAL-21 88+27.58, RT 33.29'
11
11
1
ELEV 105
0
S—d d sS-`
d d d
_LIGHT POLE
FOUNDATION, TYP
an an ,
SHELTER PYLON
FOOTING FOOTING
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