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POINT TABLE
Node ID
Northing
Easting
Elevation
1
178524.6176
1304214.7824
56.01
2
178523.3682
1304186.1552
57.05
3
178605.4386
1304099.3931
57.33
4
178619.7685
1304115.1536
56.87
5
1178633.8947
11304115.8251
156.62
* ALL ELEVATIONS ARE TO TOP OF CURB PROPOSED R/W
EASEMENT
r►J41%
r t
F! ♦%
STA 10+58 (201T)
END EXTRUDED CURB
PC STA 1540+32.01 59.30'LT
STA 10+45 (201T)
.,�..
EXTRUDED CURB PT°
1/2
56.76
3/4
STA 1539+24 (591T)
ANGLE POINT FENCE
56.00
STA 1539+18 (50'LT)
NN
END ASPHALT CONC.
SINW,
END EXTRUDED CURB
T*P\E
BEGIN CEMENT CONC.
Sb.DEN
BEGIN TRAFFIC CURB
& �,;QU
STA 1539+09 (591T)
00
ANGLE POINT FENCE
CURB RETURN ELEVATIONS
STA 1538+97 28'LT
BEGIN ASPHALT CONC. SIDEWALK
BEGIN EXTRUDED CURB TYPE 6
MATCH EXISTING
15.
on�wG. mm
T. 2 3 N., R. 5 E., W. M.
:!T. �__ "__ J
STA 1538+82 (39'LT) � 3 1 7 3
ANGLE POINT FENCE
STA 1538+82 (35�LT) 21 1 STA 1539+24 28'LT
3+00
BEGIN CHAWLINK �ENCE T 1539+00
TYPE 1 EXTRUDED CURB PC
MAPLE VALLEY HIGHWAY (SR1 69)
BP BP BP
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
-
t}{. --..----ILL
1/2
56.76
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
57.14
1/2
56.76
3/4
56.32
PT STA 10+74.47 20.00'RT
56.00
MAPLE VALLEY HWY-SOUTH CORNER
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f
t�
"'
I
00
.
O
�-
00
N
Z
o
00
CURB RETURN ELEVATIONS
°'
=
N
w O ~
allo
�
�- Of
TOP OF
+0
°corn
+MUJ
n0
UJ
+
torn
+WwX
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s y a
+_
°ro'F_0
CURB
A=
46'
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PC STA 10+66.04 20.00LT
56.19
R=
35'
���
1/4
56.48
T-
35.48'
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II
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II
1/2
56.80
L=
55.45'
cnmw
cnmQ:2
snow
cnwQ:�
(nww
3/4
57.03
PT STA 1539+22.76 50.00LT
57.07
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
57.14
1/2
56.76
3/4
56.32
PT STA 10+74.47 20.00'RT
56.00
A = 49'
R= 35'
T= 33.69'
L= 53.64'
y
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Q- -
GENERAL NOTES:
SEE DRAWING RP2
1538+00
Revision
1539+00
By I Appr.
1540+00
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
". rl_
Everett: Washington 98201
1541+00
WA
Ob
If
I
f
I
I
I
EXISTING 'ORADE
r t 7
1 S
s y a
EQ4
33p
1538+00
Revision
1539+00
By I Appr.
1540+00
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
". rl_
Everett: Washington 98201
1541+00
WA
Ob
-a T AW
'P0� ,Q 4043
FfJ/ GIST ER
ONA� E�
EXPIRES: 11/25/
^ r1
r- r
1542+00
1547+00
EXISTING GRADE
J
Drawn By Date SCALE
MJS 5 O5
Designed By Horiz
RENTON RMC 5/05 1 "=20'
Checked By Vert
CJE 5 O5 1 "=5'
Approved By Project Number
21031_001
FA STPUL 0169 (19)
CONSTRUCTION NOTES:
O1 ADJUST CATCH BASIN TO GRADE.
2O ADJUST MANHOLE TO GRADE.
3O ADJUST VALVE BOX TO GRADE.
O4 CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 2A, PER WSDOT STD. PLAN F -3b. MATCH
EXISTING CURB, GUTTER AND SIDEWALK. REPLACE
SIDEWALK PANELS AS DIRECTED BY THE
ENGINEER.
O6 MAINTAIN AND PROTECT EXISTING FENCE.
O7 CONSTRUCT EXTRUDED CURB TYPE 6, PER
WSDOT STD. PLAN F -2b.
12 CONSTRUCT ECOLOGY BLOCK WALL. SEE WALL
PLAN.
13 CONSTRUCT CHAINLINK FENCE TYPE 3, PER
WSDOT STD. PLAN L-2.
14 CONSTRUCT GLARESCREEN TYPE 2, PER WSDOT
STD. PLAN J -5a.
19 PROTECT EXISTING GUY ANCHOR FOR UTILITY
POLE.
20 CONSTRUCT DITCH, SEE DETAIL THIS DRAWING.
Q1 CONSTRUCT ASPHALT CURB RAMP, SEE DETAIL
THIS DRAWING.
O PLACE ASPHALT SIDEWALK OVER EXISTING CURB
RAMPS AND MATCH GRADE OF EXISTING SIDEWALK
IN A MANNER APPROVED BY THE ENGINEER.
23 CONSTRUCT WALL 1. SEE WALL PLAN.
6' VARIES
SIDEWALK
0.5' 1'
4.7 - - -
DITCH SECTION
N.T.S.
STA 1539+19.00 TO 1539+70.00
7
2'
ASPHALT CURB RAMP DETAIL
SCALE
20 10 0 FEET 20 4b
8" TOPSOIL TYPE B
CIN OF RENTON--
MAPLE
VALLEY HIGHWAY (SR1 69)/
EDAR RIVER PARK ACCESS IMPROVEMEN
PLAN AND PROFILE
00
Drawing No.
RP1
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