HomeMy WebLinkAboutR-38541510, :TWP: 23 N., RGE: '5E; W.M. KING.:CO.,`. WA. s o 5'
A PORTION. OF NW 1:/==4..SECTION
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BEGIN 6" CURB 6"..CURB 432.33 BC DUVALL AVE NE . STA 3+73ND,RB
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STA. 42+67 6,. CURB. _ (,a+x
432.40 EX
" f- - 10 3, 9 6 ` 0
ags.432.35 EX MIDPOINT RAMP - -� "
22, 6 20 STA 43+53.59, 37.37'R ti a
MIDPOINT : RAMP
STA 42+85.47, 36.75'R 6 20 r
- ',•`.n;° _ 2.88 .PRO o% ° yi
q 432.39 BC - 6 6.
432.66EX ✓ : .s'< <ir::;<;:a
432.28 EX ° S
C2 C3
a8 5 o8.2
4 2.60 B
432:39 EX -
_ 3.34 P
\ 5/12/2016
1'9 ' �,. \. S CURB O 433.01 EXP
432:91 '. `9. 43 fib C: 3O 4" CURB a . 6�J m
it �
432.88 EX I' yJ �`
- 433.98 TC: : �,s ` 432.51 EX : ��
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.. 4
10 11 432.48 BC' ... 6 .. . .. z
. .ice
° 3296 EX
. 432.70 EX �J � u'. � � r 0 ��/.� a
.. \' 432.80 BCA/ 's9 S o
432.97 PROP r• �35'PROP
�. �% 6 MIDPOINT RAMP ... t°. °L, a / .. w z o
432,60. EX. �!/ o
432.83. EX : L . �1 / . 433.06 EX <,
w QSTA 43+39.85. 55.26'R yif ! a
433.10 :PROP o 0 0
• � ° : ' 0\0 . ; ,y - ^ if GENERAL
� 433.39 PROP GENERAL NOTES
.:
.... 432.91 �j °o:`,., `� a'. �•o `9 433.09 OVAL EXTENDS, EST JOINT. S i
EX. EX 1. SIDEWALK REM NDS TO THE, NEAR AWCUT
o ALL'JOINTS. a
433.05 PROP ��° 0 433.09 PROP.: r
55 32 R EX ALL SIDE UNLESS SH o
o MIDPOINT RAMP o
tP, O 432.93 �o v� 433.13 EX 2 WALK .RADII ARE 2' OWN OTHERWISE.
.. .. .. \'. �� i STA 43+00.1:7. �'�5%
433.47 TC / 3. MAINTAIN EX ,CURB LOCATION UNLESS NOTED OTHERWISE. a; -
j , - rn�_� 4" CURB: L LANDSCAPING ;TO; PRE_ CONSTRUCTION CONDITIONS. vao�ECT.
432.97 BC 1 ro q
433A7 EX f a c' ' 1
.. ... .. .. f� '1" 4 .. vi11, f�...l .. .. ,5005
.. .. .. .. .. .. .. .. .. SUBMITTAL: ....
F
433.40 PROP t<>% � " CURB-
Is CONSTRUCTION NOTES .
3.
43 36 EX
.39 EX. .
i - P.DVERTISEMENT
{� 433.53 PROP Oj SAWCUT FULL DEP
SIDEWALK
. I 5 g� TH
11 00 2O REMOVE SID
rw o 4
f
I. EX "A O CEM CONC CURB AND GUTTER PER COR STD PLAN.101
f�_
o.
15
. MATCH. ..
433.50 EX ROLLED CURB
STA 43+02 43+02 CEM CONC•SIDEWALK PER COR STD PLAN 102
` 4
w.MATCH EX " PARALLEL PER WSDOT STD P Z
�-
I 1. 43 q.O': F�:401PCO2PAR .
: 1 2 6 CURB RAMR' LAN ..
ROLLED CURB;
.. I STA 43+38. I. ..
toNSYRUCT
-PEDESTRIAN CURB PER W N
F-40.12-02
':
I •• 34'
R S T
• BOR 0 U
1 b ; PEDESTRIAN RAISED EDGE ZEROS
. .. .... . . _..
.DUVALL AVE . NE AND NE :9TH ST 12 ; RE
m.'LOCATE
DTL
TRANSITION URB PER
LOCATE SIGN PER SCHEDULE ON SHEETS 5 11
14 ON 70 ROLLED C 5/29
C2 : '.... 'C3 .' .:
.CONSTRUCT HMA SIDEWALK. 9 ... ..
19 ALK PER DT.L.B/2 V a.
CURB. RETURN SCHEDULE: CURB RETURN SCHEDULE-: 20 ' : VERIFY :ALIGNMENT WITH .RAMPS' ON THE WEST SIDE OF :DUVALL z
DATA -' :.
ELEVATIONS:
(FACE OF CURB)
(BOTTOM OF:.CURB)'
BEGIN/PC'=. 42+67.00, 31.50'R
BEGIN/PC. _' 432.27
-A90.08'11
1/4 = 432.35
'R =' 35.00'
"" 1/2 432.50 .
L = 55.06'
3/4
T. 9 35.08' . ' .
PT ._. 433:00... .
PT = 43+02.00, 66.56'R
' AVE NE AND PER THE COR ENGINEER
ELEVATIONS. :.
(FACE OF CURB)
(BOTTOM: OF: CURB)
PC-=: 43+38.00,''66.41'k
-PC. _ 433.11'
= 89.51'50"
1/4 = 433.01
"' R = '35.00'.
1/2 .= .432.91. "
L = 54.90"':
3/4 = 432.80
T = 34.92'
END/PT = 432.69
END/PT:= 43+73.00, 31.50'R
' AVE NE AND PER THE COR ENGINEER
". •.
' .. ... ..
DESIGN:-
. .. .... '... .. R ,,T■)R... AH...T. ..
.. .' R ®1 W.:'Dk 1 V 1.J-
.. '. TH
GRAFT: ..
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