HomeMy WebLinkAboutR-4178370000
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NOTES:
1. REFER TO HORIZONTAL CONTROL
PLANS FOR DRIVEWAY AND CURB
RAMP LOCATIONS.
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
35642 \\'%s 356.28/
JEFFERSON AVENUE NE
GRADING ENLARGEMENT a: 0 2.5110
SCALE: 1" = 5' C4.01 1 inch = 5 feet
Call 811
• two business days
before you dig
N0.
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
BY I DATE I APPR
D III
AS NOTED RIZCN'�L. HAD 1'°°n°°'
OKIDATUMAT IN EZEE
CURVE Qt
FL EL
PC STA. 20+43.0%
16.00, LT
355.87
1/2
355.86
PRC STA. 20+53.63,
13.00' LT
355.87
A= 31'47'18' R=
20.00'
L= 11.10'
CURVE Qs
FL EL
PRC STA. 20+53.63,
13.00' LT
355.87
1/2
355.89
PT STA. 20+64.16,
10.00' LT
355.86
A= 31'47'18' R=
20.00'
L= 11.10'
CURVE QQ
FL EL
PC STA. 20+81.64,
10.00' LT
355.71
1/2
355.64
PRC STA. 20+92.18,
13.00' LT
355.53
A= 31'47'18' R=
20.00'
L= 11.10'
CURVE QQ
FL EL
PRC STA. 20+92.18,
13.00' LT
355.53
1/2
355.43
PT STA. 21+02.71,
16.00' LT
355.34
A= 31'47'18' R=
20.00'
L= 11.10'
CURVE Q9
FL EL
PC STA. 20+27.36,
16.00' RT
355.91
1/2
355.91
PRC STA. 20+37.89,
13.00' RT
355.94
A= 31'47'18" R=
20.00'
L= 11.10'
CURVE Q
FL EL
PRC STA. 20+37.89,
13.00' RT
355.94
1/2
355.97
PT STA. 20+48.43,
10.00' RT
355.96
A= 31'47'18" R=
20.00'
L= 11.10'
CURVE Q7
FL EL
PC STA. 20+70.451
10.00' RT
1/2
PRC STA. 20+80.98,
13.00' RT
#1110,
A= 31'47'18" R=
20.00'
L=
CURVE I
FL EL
PRC STA. 20+80.981
13.00' RT
355.65
1/2
355.56
PT STA. 20+91.52,
16.00' RT
355.48
A= 31'47'18' R=
20.00'
L= 11.10'
lq3ff
16015th Avenue, Suite 1600
Seattle, WA 98101
206.622.5611
w Jcpff.cam
=a CITY OF
' FENTON
viav
Planning/Building/Public Works Dept.
R-417837
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING O
msi000 04/07/2022
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
CURB RAMP AND DRIVEWAY DETAILS
141
OWNING NO
C4.22
37 14z
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