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STA 11 +00 (451T) STA 12+14 (52'LT)
ANGLE POINT FENCE ANGLE POINT FENCE
� 3 STA 11 +88 (30'LT)
ANGLE POINT FENCE
STA 11 +00 (30'LT) PROPOSED R/W
ANGLE POINT FENCE EASE1vNT
C82 1 2
r*%.- LL
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R=35'
Z W
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E15 BT Q0_
N 0
W ; .. 12 SSD► -39 L
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23 14 CB1
PROPOSED R/W
POINT TABLE.
Node ID
Northing
Easting
Elevation
1
178451.8578
1304031.5064
53.70
2
178433.2655
1304015.3605
52.77
3
178408.6413
1304015.4552
51.75
4
178394.4263
1303978.0663
51.75
5
178407.3989
1303973.1342
52.02
6
178420.7073
1303961.2762
52.22
7
178422.7338
1303943.5670
52.15
8
178440.4798
1303816.8688
53.23
9
178445.9048
1303811.8122
53.30
10
178450.4128
1303815.9818
53.40
11
178452.0290
1303825.7979
53.80
12
178445.4677
1303782.5702
52.60
13
178452.8019
1303781.4896
52.67
14
178439.9887
1303773.8758
52.60
15
178454.3388
1303752.2713
52.04
16
178462.0449
1303753.5124
52.04
17
178473.5454
1303767.1645
52.65
18
178432.0970
1303731.8622
52.09
19
178437.0600
1303718.2472
51.90
20
178423.5462
1303728.7888
52.33
21
178407.1278
1303707.9463
53.56
22
178530.3011
1303782.9439
53.00
23
178545.0570
1303770.1933
52.35
24
178503.5677
1303722.6126
50.74
25
178492.2621
1303732.4708
51.30
26
178485.5550
1303732.3487
51.30
27
178486.5730
1303724.1638
50.78
28
178491.0425
1303720.3404
50.61
29
178502.3963
1303717.6635
50.41
30
178511.1794
1303722.5752
50.44
31
178552.5481
1303769.8543
50.89
32
178473.1967
1303677.7903
50.30
33
178470.9629
1303697.9720
50.62
34
178456.3763
1303701.4038
51.12
35
178467.8343
1303689.9324
50.70
36
178457.2316
1303674.4096
52.69
37
178476.0137
1303688.3166
50.37
38
178401.5338
1303996.7608
51.64
* ALL ELEVATIONS ARE TO TOP OF CURB
w
1,
Sp
T. 2 3 N., R. 5 E., W. M.
GENERAL NOTES:
1. SEE ALIGNMENT PLAN FOR ALIGNMENT INFORMATION.
LEGEND 2. PAVEMENT, CURB, GUTTER AND SIDEWALK SHALL BE
REMOVED AS REQUIRED TO CONSTRUCT THE
- - -IMPROVEMENTS AND AS SPECIFIED IN SPECIFICATION
e _ PARKING LOT PAVEMENT
SEE SECTION THIS DRAWING SECTION 2-02.
HMA CL. 1/2 IN. PG 64-22 FOR
3. SEE SIGNAL PLANS FOR SIGNAL ADJUSTMENTS AND
z L11 SIDEWALK IMPROVEMENT.
STA 12+61 (52'L'� 4. SEE SIGNING AND ILLUMINATION PLANS FOR SIGN AND LUMINAIRE
ANGLE POINT FENCE �,,, XO POINT # (SEE POINT TABLE) REMOVALS ADJUSTMENTS AND IMPROVEMENT.
STA 12+64 (441T �`� �`°��
END CHAINLINK F CE TYPE 5. DRAINAGE STRUCTURE OFFSETS SHOWN ARE TO CENTER OF
GRATE.
MATCH EXISTING=f-
UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE AREA F
6 E EA 0
CONSTRUCTION. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON
r"✓ THE PLANS ARE APPROXIMATE AND DO NOT REPRESENT ALL
UTILITIES IN THE AREA. IT IS THE RESPONSIBILITY OF THE
", -� '\ CONTRACTOR TO CONTACT ALL UTILITY OWNERS FOR LOCATIONS
AND TO NOTIFY THE ENGINEER PROMPTLY OF ANY CONFLICT. THE
2 \`� �r° r = `\< ONE CALL NUMBER FOR UNDERGROUND UTILITIES IS
1-800-424-5555. CONTACT PARKS DIVISION AT 425-430-6600
TO LOCATE EXISTING IRRIGATION SYSTEM PRIOR TO CONSTRUCTION.
CB3 7. CENTERLINE AND TOP OF CURB PROFILE ELEVATIONS SHOWN AT
25' INTERVALS ON SHEET RP3.
8. SEE TS 1 & TS2 FOR REMOVALS.
9. SEE SHEET RP3 FOR CEDAR RIVER PARK ENTRANCE PROFILE.
10• SEE SHEET RS 1 FOR CEDAR RIVER PARK ENTRANCE ROADWAY
SECTION.
SEE SHEET CH 1 & CH2 FOR CHANNELIZATION PLAN.
4 11j
7 12NODE ELEVATIONS ARE TOP OF CURB ELEVATIONS, UNLESS
CB
L 4 �, . OTHERWISE NOTED.
OEM
12" SD 28
Ln S=0.59
C)�
00 W
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a:
0
UZ
1.1
4'
LF - --"
s ° ' +
STA 14+02 15 RT 1 fiLO
4"
END EXTRUDED CURB TYPE 6 Q
=`.
12 14
12
Ar �.,41,� MODIFIED TYPE 4A CURB RAMP
N I, SECTION A -A
' r 8 N.T.S.
SEE SCHEMATIC PROFILE
FOR PIPE DATA, DRAWING DD1
10
Ld 44
fCL R=5 12
10
f.. F;..
10
I �
V
17
Lq 1w
14
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f
f cn
. lA Ld 13
+,
\:, C86 7 -
15
l Q fy : CB9 CB 10 3
1 hi 16 8 10 6
10
r
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12"1 SD
i
f
1
v
24� - ��- 5'
CBV ,-
18
o 29
OOv" W
END CONSTRUCTION -
STA 15+57.74
ilk
1- . 'a?
O
7 32 9
12
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3. E
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4ST �`�RENTON zF
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EXPIRES: 11/25/-] Ar_
Sr
0
t
R-316810
0.25' HMA CL. 1/2 IN. PG 64-22
(SPECIFY 2 LIFTS)
0.17' CSTC
-0.33' CSBC
NOTES:
1. ALL PAVED AREAS SHALL BE GRADED T(:)
DRAIN TO CATCH BASINS.
2. NO PAVED AREA WHERE POOLING OF WATER
COULD OCCUR WILL BE ALLOWED
PARKING LOT PAVEMENT SECTION-
N.T.S.
SCALE
Lt[!� �
1
20 10 0 FEET Z' 40
•
CON STR U CTI ON NOTES:
0)
ADJUST CATCH BASIN TO GRADE.
O2
ADJUST MANHOLE TO GRADE.
4
CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 2A, PER WSDOT STD. PLAN F -3b.
O
MAINTAIN AND PROTECT EXISTING UTILITY POLE.
60
MAINTAIN AND PROTECT EXISTING FENCE.
7O
CONSTRUCT EXTRUDED CURB TYPE 6, PER
WSDOT STD. PLAN F -2b.
O8
CEMENT CONCRETE TRAFFIC CURB AND GUTTER,
PER WSDOT STD. PLAN F-1.
O9
END CEMENT CONCRETE SIDEWALK.
10
CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 4A, PER WSDOT STD. PLAN F -3d.
11
CONSTRUCT MODIFIED CEMENT CONCRETE CURB
RAMP TYPE 4A, PER DETAIL THIS DRAWING.
13
CONSTRUCT CHAINLINK FENCE TYPE 1, PER
WSDOT STD. PLAN L-2.
14
CONSTRUCT GLARESCREEN, TYPE 2.
15
CONSTRUCT 20' CHAINLINK GATE, PER WSDOT
STD. PLAN L-3. CENTERED ON DRIVEWAY.
16
BEGIN CEMENT CONCRETE TRAFFIC CURB.
17
END CEMENT CONCRETE TRAFFIC CURB. MATCH
EXISTING.
18
1-1/2" IRRIGATION METER PER CITY STD PLAN
N
BR42. INSTALL DOUBLE CHECK VALVE ASSEMBLY
+
BEHIND METER PER CITY OF RENTON STD. PLAN
U-)
T
BR54
g
CONSTRUCT WALL 1. SEE WALL PLAN.
25
CONSTRUCT ASPHALT BERM AROJND EXISTING
CATCH BASIN TO PROTECT IT FROM ROADWAY FILL
AS DIRECTED BY THE ENGINEER.
R-316810
0.25' HMA CL. 1/2 IN. PG 64-22
(SPECIFY 2 LIFTS)
0.17' CSTC
-0.33' CSBC
NOTES:
1. ALL PAVED AREAS SHALL BE GRADED T(:)
DRAIN TO CATCH BASINS.
2. NO PAVED AREA WHERE POOLING OF WATER
COULD OCCUR WILL BE ALLOWED
PARKING LOT PAVEMENT SECTION-
N.T.S.
SCALE
Lt[!� �
1
20 10 0 FEET Z' 40
•