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co MEET AND MATCH EXISTING INLET I
r I EXISTING SIDEWALK TO REMAIN I TO MATCH EXISTING GRADE MAX SLOPE=7.5% ,1 MEET AND MATCH
SIDEWALK REPLACEMENT
a - EXISTING SIDEWALK .1
7 AT NEAREST JOINT I EXISTING SIGN AT NEAREST JOINT
°
MAX SLOPE=7.5% I TO REMAIN1 I
0 TC40.65 TC40.60 ° LANDING MAX 1
LI I G 40.65 G 40.18 TC40.32 ° I G 40.42
H EXISTING INLET G40.32 SLOPE =1.5% LANDING MAX '1
LANDING MAX (340.68 TO REMAIN a PROPERTY LINE, TYP G 43.00 G 42.96 SLOPE =1.5%
SLOPE =1.5% PROPERTY LINE, TYP1
G 40.70 TC40.64 TC40.27 o
U) 4.7' 040.22 G39.85 -- -- -------------- a
ry TC40.62 - CIL PED RAMP#8B °°.3 -- g;g' TC40.34 MEET AND MATCH _ 1
W MEET AND MATCH G 40.62 G 40.62 ' -v ° STA 34+08.32,15.71' LT G 40.34 EXISTING SIDEWALK 4'
4' (N 2ND ST) 4' MEET AND MATCH AT NEAREST JOINT 1,
< EXISTING SIDEWALK _ AT NEAREST JOINT TC40.72 MAX SLOPE = 7.5k TC40.29 EXISTING SIDEWALK ° G 42.92 4= "= EXISTING HAND
G 40.70 G 40.30 1
Q G39.87 TC40.35 AT NEAREST JOINT G 42.90 TC 42.97 HOLE TO REMAIN
° 6
� MAX SLOPE=7.5/° y. R=B, 1JG40.35 TC 43.00� G42.55 1
0 TC40.34 G 42.58 G 42.52 65 R =14.3' 1
r-) TC40.59 CIL PED RAMP #9A
Q G 40.17 TC40.63 STA 34+07.97, 15.51' LT R = 9' G 39.92 5
LLJ CIL PED RAMP #8A G 40.21 (N 2ND ST CIL PED RAMP #9B
CIL PED RAMP #11A ---- G 42.50 EXISTING INLET CIL PED RAMP #12A I
= STA 40+75.16,18.08' LT TC40.32 STA 41+26.48,17.95' LT ^ STA (MEADOW
AVE18.2T LT TO REMAIN STA 44 W AVE14.49' RT
(MEADOW AVE N) G 39.90 (MEADOW AVE N) MEADOW AVE I (MEADOW AVN) MEADOW A V E N (MEADOW AVN)
44+00
CIL PED RAMP#10A n11.3' LOW PT (INLET)
CIL PED RAMP #76 1
STA 40+73.63, 17.81' RT
(MEADOW AVE N) STA41+26.33,15.68'RT INLET R=35' 'ly.S, G=42.48
(MEADOW AVE N) G=40.48
I,1 1
SIDEWALK REPLACEMENT G 40.08 (340.47 G 40.48 TC 40.99 , G 42.49
TO MATCH EXISTING GRADE TC40.57 G 4012 R =15' - G 42.51 1 z 1
�/ TC4 6- o
G 40.07 ?S. R = 9'
o G 40.4 G 42.53 O
5 (' ° °°
TG40.66 1
- G 405 4' io °° o o G 43.14 m
G 40.52 °40° G 40.16 t 4' G 40.90 °4' `" R = 35' .1 7 1
G40.18 G40.42
a ° ° G 40.55 ° ° - G 40.96 ° ° G 43.10
° ( 6 ° CIL PED RAMP#7A °.... ° v - 4 - c. 11
I
-..-..-..-..-..-._..-.. ° STA 33+53.15,15.12'LT ° ..-.. .. ..-.. ..- .. .. ..-. ..-. .. -.. ..- - .-.. G43.08 1
G 40.60 IN 2ND ST) ELEC HAND HOLE LA AX SLO =1 G o
1
PER SHEET CA-2.31
LANDING MAX Z
a SLOPE =1.5% G 40.65 I G 40.60 040.21 SL P =MAOL
X
TC40.72 0 1
MEET AND MATCH G 40.58 G 40.22 G 40.40 40.
AT NEAREST
GSTJOINTK I 1 1
• CIL PED RAMP #10B TC 40.89
AT NEAREST JOINT I v
STA 33+52.99, 15.18' RT G 40.39
IN2NDST)
o I (n I ' II i SEE SHEETS CB-2.01 THROUGH
g 1, II CB-2.51 FOR SIDEWALK
o I 0 I IMPROVEMENTS OUTSIDE OF 1•
i z
CURB RETURNS, TYP
i N ;: i SEE SHEETS CB-2.01 THROUGH
a CB-2.51 FOR SIDEWALK PROPOSED
IMPROVEMENTS OUTSIDE OF 1
PROPERTY LINE, TYP _
CURB RETURNS, TYPFS
U
U
f
DETAIL - PEDESTRIAN RAMPS 7A 7B 8A 8B 9A 9B 10A & 10B DETAIL - PEDESTRIAN RAMPS #11A & 12A r2%�
I`le' CB-2.31, CB-2.41 CB-6.11 r`Is' 012-2.01 CB-6.11
E
NOTES:
NOTES:
1. RAMPS #7A, #713, #10A, AND #10B SHALL BE TYPE 1. RAMPS #11A AND#12A SHALL BE TYPE PERPENDICULARW
PERPENDICULAR'A' CURB RAMPS PER DETAIL ON
- SHEET CB-7.21. CURB RAMPS PER DETAIL ON SHEET CB-7.21.
w`
�t 2. RAMPS #8A, #813, #9A, AND #913 SHALL BE TYPE SINGLE
DIRECTION W CURB RAMPS PER DETAIL ON SHEET
CB-7.22.
R-411618
v IN COMPLIANCE WITH CITY OF RENTON STANDARDS
L
DEVELOPMENT ENGINEERING O
10 5 0 10 20 jchavez OS/28/2020
scale 1" =10' feet
K �yX RAN.
,P w a;.,9°, --_ CITC HEADQUARTERS io2alon
¢ P.O. Box81211 0 , yd SAS -NOTED CITY OF
Seattle, WA98108 °.E°`A" RENTON 1300 BRONSON WAY N, RENTON WA 98057; '
Patrick@hl.engineenng �o <^,a�,�awR DATUM CURB RETURN PEDESTRIAN RAMPDWW
(858)581-0754 '�� Plonning/Building/Public Works Dept. f CB-6.11
H L E N G I N E E R I N G °"AL B No REVISION av DATE APPR �NMY DETAILS
19"'58