HomeMy WebLinkAboutR-412405430
A
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0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80
o
/ 424.00 (EG)
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423.64 (FL) 423.76 (PT,FL)
074679,
STA 0 6V 20 14. 14.50 50' 9,RTT 14. 00 "RTT
TYPE 1, /RIM
t� 12- 11OUT 423.51 (3/4 )
�1 12" lE/OUT 4 3 SW
t 1 , o Of68
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423.40 (EG) / � 16.26' RTT
/ 0 I
/ 4233� (1/2 d) 423.97 (TC)
l 0f43.77,
14LF 12" PVC 123.40' RTT
00.1814
42371 (TC) 423.63
N 2 ..70
EXISTING CB 423.35 Of 46.37,
LU
RIM 42J22 1 22.53' RTT Q
Z 12 If --418�2(E) I 423.31 mo
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° ° ° ° 29.69' RTT 27.50 R
0
42J 09 (114 d) I N1��, 423.64
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34.35' RTT I �l 31.44 RT /
423 02 (EG)<" 423.56 '
Of4384,
32. 64' RTT / 42J 64 �
so - I 423.E
I D SD _
SD LESS AN 1.59 /N
SD
423.60 ,ALL D/ ECTIONS
I 42J 60 7 423.60 �7. 4818 IT. .
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37.93' ,?TT I
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423.02
Q
(PC,EG,FL) I 42 (TC) II I
0*32.61, 423.67 (EG
47.55' RTT
CUT/FILL
CUT 210 CY
FILL: 620 CY
NET 410 CY (FILL)
GRADING DETA
SCALE. 1" = 5'
VOLUME
IL 1
I\►d
2+00
u
2+20
430
430
2+402+50
i DETECTABLE WARNING
52 PER STD PLAN
F-45.10-2
2f 1243 .59 (EG)
0 00 0 0 0
O 0° ° o
0 0°'000000
�a
,-436.6 �F
436.72 (FG)
436.89 (f
CONCRETE
RAMP
44J6.72 (FG)
436.89 (EG)
LANDING - MAX /N ALL
DIRECTIONS SLOPE /S 1.59
�4.35.50 (EG)
436.79 (FC)
GRADING DETAIL 2
SCALE- >" = 5'
REVISION
EX/S GRADE AT
E Ft 0KINE
i
i
FINISH D GRADE AT
THE FLIOWL/NE
EX/STING GRADE NE24THSTFL
ELEV,4 710 S (TYR) HOR/Z. SCALE- 1 "=20'
VERT. SCALE- 1 "5'
0+80 1 +00 1 +20 1 +40
N
o I
0
REPLACE CUFrB GUTTER AND .
SIDEWALK IINTIL THE FIRST
fXPANS/ON� JOINT
" SS
REL 66
STREETL�
Z /
/ W
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JI
/ Q
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I I
IN
v
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SD I -� [D
S
W
NE 24TH ST N
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z
SURVEYED: XXX
DESIGNED: SHM
DRAWN: AR
CHECKED: SHY
BY DATE APPR APPROVED: SHM
'7 1 pF µiAsy- �9
.y o.
off•, pF 41846 Q ��
0AC/STf?F-.4p
�SS�ONAL EN��
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
i
430
F/N/SHED GRADE
ELEVA TIONS (TYR)
1 +60 1 +80 2+062+10
PL 30' ROW EASEMENT PER KC
RECORDING NO. 6417479
10
ROW 26.5' ROW DEDICATION ROW
8' 5'
h 13'PLAN TE SIDEWALK
VARIE,.�
4" HMA SIDEWALK PER C 0..R
6" CRUSHED SURFACING I STD PLAN 102
TOP COURSE PER C.O.R
STD PLAN 103
SECTIONA A
SCALE- 1 " = 10'
APPROVED MAILBOX LOCA AON.
(NEXT TO EX. MAILBOXES)
SEE SHEET C3.32 FOR APPROVAL 2f 13.47
A ELEV 438.14
END TRANSITION
_____________ TO EX ASPHALT
SD � -
SD
NE 24TH I .. S° SD
Y
I
PROJECT NO. 18265
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
coff
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATU M
Planning/Building/Public Works Dept.
CB
RIM=435.20
CBSLL
RIM
1 INV-4
I INV-z
1 1 INV=z
12�
x EDGE OF EX.
ASPHAL T
J
LSEE GRADING
DETAIL 2 THIS SHEET
00
O
O
SCALE: 1 = 20 ^0'
0 10 20 40 U( ;
I I I I
RECORD DRAWING R-41240
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WIN
✓ANUARY 2020
FIELDBOOK:
PAGE:
DRAWING NO:
C3. Ol
SHEET: 5 OF: 14