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PEDESTRIAN GUARDRAIL
IN SOME LOCATIONS
SEE PAVING PLANS FOR LIMITS
3/4" CHAMFER TYP.
#4 @ V-0" SPA CONT. BTWN EJ
W/ 2'-0" MIN. LAP SLICE, TYP.
PROVIDE A MINIMUM 1'
WIDE BENCH PRIOR -
TO ANY GRADING
0
z_ w
rn � CO
w
PEDESTRIAN
GUARDRAIL
5"
1H
21
CL
L1 R 1 V
M � 10"
3'-9"
2'-0" (FIELD
CUT TO FIT)
#4 @ 1'-0" SPA
1'-0"
TYP
EXISTING
GROUND
2" CSTC
GRAVEL BORROW
AS REQUIRED
4" CEMENT CONC.
SIDEWALK
CEMENT CONCRETE THICKENED EDGE SIDEWALK
DETAIL A
SCALE: NTS
NOTE:
SEE SHEET 1 S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS
STATION #59830, STATION #60322, STATION #60340
PEDESTRIAN GUARDRAIL
3/4" CHAMFER TYP.
#4 @ V-0" SPA CONT. BTWN EJ
W/ 2'-0" MIN. LAP SLICE, TYP.
PROVIDE A MINIMUM 1'
WIDE BENCH PRIOR -
TO ANY GRADING
Cn C?
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QQ
>�
a
2"
CLR
PEDESTRIAN
GUARDRAIL
0 1H
z w
00 1V�
w
M � 10"
3'-9"
2'-0" (FIELD -ZEF
CUT TO FIT)
#4 @ 1'-0" SPA
EXISTING
GROUND
SHELTER LEG
3/4" CHAMFER TYP.
#4 @ V-0" SPA CONT. BTWN EJ
W/ 2'-0" MIN. LAP SLICE, TYP.
PROVIDE A MINIMUM 1'
WIDE BENCH PRIOR -
TO ANY GRADING
0
N
SHELTER OR PYLON FOOTING
SEE STATION TYPICAL SECTIONS
FOR DETAILS
SHELTER OR PYLON FOOTING WITH THICKENED EDGE
DETAIL B
SCALE: NTS
NOTE:
SEE SHEET 1S5.01 FOR PEDESTRIAN GUARDRAIL DETAILS
STATION #60322
r'„
0
z_ w
rn � co
w
211
CLR
Elf
M � 10"
1'-0"
TYP
2'-0" (FIELD
3'-9"
CUT TO FIT)
/-- #4 @ V-0" SPA
EXISTING
GROUND
N
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r
F50 SHELTER FOUNDATION N
SEE KC METRO STANDARD 0
DETAIL D101C FOR
DETAILS NOT SHOWN.
F50 SHELTER FOOTING WITH THICKENED EDGE
DETAIL C
SCALE: NTS
NOTE:
SEE SHEETS 1 R2.03 AND 1 R2.04 FOR F50 SHELTER FOOTING DETAILS.
SEE DETAIL F FOR SHELTER ANCHORAGE DETAILS.
SEE KC METRO STANDARD DETAIL D101C FOR DETAILS NOT SHOWN.
STATION #59830, STATION #60340
6" 8 112"
1" R, TYP SHELTER LEG (4) 3/4"0 316 SS THREADED ANCHOR RODS W/ 6 3/4"
2:1 MAX z INTEGRAL CURB MIN. EMBED AND HILTI HIT -RE 500 EPDXY GROUT.
LEVELING NUTS AT ALL THREADED ANCHOR RODS
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB SHELTER LEG I I
_ 1 1/2" NON -SHRINK GROUT UNDER SHELTER
I IODx I I SHOE BEARING PLATE FOR FULL BEARING
611 SIDEWALK WIDTH VARIES #4 @ 2 EQ. SPA -I #4
1" R, TYP CONT. B/W EJ W/ 2'-0" CLR - 6' @ 1'-6" SPA
2:1 MAX z INTEGRAL CURB MIN LAP SPLICE, TYP - -
M
2'-0"
IF CURB IS NOT CONSTRUCTED
#4 @ 2 EQ. SPA 9" MIN MONOLITHICALLY, CONSTRUCT FTG W/ - w N
CONT. B/W EJ W/ 2'-0" 1'4' MAX REINF BARS FOR CURB IN PLACE, Q x
2 ROUGHEN FTG SURFACE & CLEAN AND > Q
MIN LAP SPLICE, TYP CLR - - � �
AT COAT W/ CONC EPDXY PRIOR TO
PLACING CURB, DOWELLING CURB TO
FTG SHALL NOT BE ACCEPTABLE
B31 FOOTING
'V
2'-0" 4" CEMENT CONC. SIDEWALK UNDISTURBED SOIL SEE KC METRO STANDARD
#4 �
DETAIL D103 FOR DETAILS @ 1'-6" SPA 2" CSTC 2" CSTC NOT SHOWN.
10" DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 07
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB SHELTER OR PYLON FOOTING WITH INTEGRAL CURB POST INSTALLED ANCHORAGE
DETAIL DETAIL E DETAIL F
SCALE: NTS STATION #60359 SCALE: NTS
SCALE: NTS STATION #60359
R-4214189
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
M. j�` H. D'ACCI G. FRANCO
(425) 453-5000 0F ,�A 9�, DRAWN: RAP I D RI D E I LINE
.Oaco s1100 112TH AVE NE, SUITE 500��`� �� LQ King County
BELLEVUE, WA 98004� r H. D'ACCI
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO: �Q�C?1�57217���� ��1 X.wu E00566E18 FOOTING DETAILS 1 C5.02
. AL
No. REVISION BY APP'D DATE
�AL ���� CHECKED: CONTRACT N0: SHEET N0: OF
06/11/2024
K. CHANG YUEN CXXXXXXXX 189 473
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