HomeMy WebLinkAboutD-373117T
H 145+24.54, 4285' LT I �N--MEW
N
33.95' LT
H 145+25.03, 48.86' LT
END45+38.38
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LT
i H10 45+39.03, 14.59' LT _
306 .64
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H 145+20.54, 42.85' LT
END45+25.07, 48.85
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I � H 145+49.1 3, 49.27' LT
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34.20' LT
EX ROW i I
H 145+49.33, 41.72' LT
i W H 145+50.30 41,71' LT
BEGINS+26.37
10
I
I
I BEGINO H 145+50.83, 41.71' _1
29.50' LT
8 i I
I I BEGINO
END45+13.13,
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4
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H 145+54.83, 41.68' LT
H 145+13.13, 29.00' LT
96, 22.39' LT
END 13
4.
i I ELEV 306.60
H 145+17.82, 17.34' LT
ELEV 306.97
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PT
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I I H '1454C2.37, 29.00' LT
H 145+17.67 17.22' LT
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306.97
_
H 145+01.83, 24.00' LT
1 F
I -----
O CURB RETURN - GUTTER LINE ELEVATION'S -
CURB
LOCATION
STATION
OFFSET
ELEVATION
PC
H 144+49.32
9.99' RT
307.90
1 /4
H 144+58.1 1
1 1 .59' RT
307.62
D
1 /2
H 144+65.78
1 6.17' RT
307.34
3/4
H 144+71.34
23.16' RT
307.07
PT
H 144+74.10
31.65' RT
306.46
PC
H 144+95.82
30.51' RT
306.52
1 /4
H 144+98.82
22.40' RT
306.65
E
1 /2
H 145+04.40
15.80' RT
306.78
3/4
H 145+11.90
11.49' RT
306.91
PT
H 145+20.42
10.00' RT
306.95
PC
H 145+00.10
10.00' LT
307.18
1/4
H 145+12.20
13.01 RT
307.02
F
1 /2
H 145+21 .74
22.50 RT
307.01
3/4
H 145+23.20
25.47 RT
307.04
PT
H 145+25.09
35.05' LT
307.25
PC
H 145+50.25
35.65' LT
307.20
1 /4
H 145+52.1 1
26.04' LT
306.72
G
1 /2
H 145+57.52
17.88' LT
306.44
3/4
H 145+65.64
12.42' LT
306.10
PT
H 145+75.25
10.50' LT
305.93
ENDO
R2g- I /4
-
H 145+58.36
16.93' LT
H 145+09.67, 11.91' LT
i SD-
- D
306.40
ELEV 307.06
I3/4
7 se^ - - - SD --I
H 1 45+75.25,
24,00' LT
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-
BEGINO
H 145+01.83, 10.28' LT
BEGIN L9 BEGIN O
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H 145+75.25,
ENDO
11.00' LT
H 145+02.97, 0.00' RT
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H 145+75.25
6.50' LT
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HARRINGTON I AVE NE
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34
/ PT
H 145+25.42, 10.00' RT
I
H 145+60.79
0.00' RT
H 144+54.67, 22.44' RT
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BEGIN 11
1 4 / 1 /2
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0.00' LT
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H 145+55.AA
0.00' IT
H 144+68.93, 19.48' 1/4
ELEV 307.24 3/4, /� ,
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F D M I C
--- - -
BEGIN 15
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H o 12.00' RT
H 145+55.44
11.00' RT
BEGINO9 O
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NTH ST
W PSE"
H 144+65.06, 29.89' RT
H 145+20.00, 22.50' RT
1
EX
ROW
H 144+73.26, 29.96' RT
H 145+20.29, 22.63' RT
ENDO
H 145+43.40,
16.00' RT
H 145+20.89, 36.12' RT
PT
H 144+74.10 31.65' RT
MATCH EXISTING
PT O H 144+74.77 29.86' RT
END 3
H 145+15.53, 25.47' RT
H 145+43.40
END O
16,50' RT
H 144+95.03 29.60' RT
H 145+15.85, 36.54' RT
BEGIN O1
H 144+95.82, 30.51' RT
MATCH EXISTING
PC
BEGINO H 142+36.38, 33.41' RT
BEGIN O
H 1 45+08.24, 29.82' RT
H 145+00.59, 19.77' RT
H 145+11.90, 11.49'
RT
ELEV 306.70
ELEV 306.91
O
O
END Og
END O9
HARRINGTON
AVE NE
& NE 8TH ST
INTERSECTION DETAIL
LL
SCALE: 1 "=1 0'
C-g
10 5 0 10 20
W. _w`��h'G._
SCALE IN FEET
ti
G. BROOKS CITY 0 F
RECOMMENDED oEAS NOTED onaox.. sav�ss, i9
FOR APPROVALIW
cvc"me HORN x.o RENTON
o BY max" J. WILSON
m��FF xEo . DATUM
zmsl. BY "`cE. EVANs "� `"` Planning/Building/Public Works Dept.
a A N0, REVISION BY DATE APPR ._sc.�e ..ccoxoixar
D. ATCHISON
PAVING PLAN CONSTRUCTION NOTES
O1 INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL
L2 INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT
STANDARD PLAN F-30.10-03
L3 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER,
PER WSDOT STANDARD PLAN F-10.12-03
O INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND
CONNECTION TO SIDEWALK DETAIL
C-10
L5 INSTALL PERPENDICULAR CURB RAMP TYPE A, PER WSDOT
STANDARD PLAN F-40.15-03
L6 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION
L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON
SHEET C-7
® INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL,
PER DETAIL
(-I-)
O INSTALL CROSSWALK, PER CITY OF RENTON STANDARD PLAN
127
10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL
H008
1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF
RENTON STANDARD DETAIL H001
12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF
RENTON STANDARD DETAIL H001
13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT
STANDARD PLAN F-10.12-03
14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7
15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7
16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON
STANDARD DETAIL H027, H028, AND H029
GENERAL NOTES
1. SEE SITE PLANS AND LANDSCAPING PLANS FOR
NON -PAVING ITEMS
LEGEND
FULL DEPTH HMA PAVEMENT
PERVIOUS CONCRETE SIDEWALK
DETECTABLE WARNING PLATE
° CEMENT CONCRETE SIDEWALK/DRIVEWAY
o ° ENTRANCE
4" COMMERCIAL HMA PAVEMENT
PLANE AND OVERLAY
CUT LINE
FILL LINE
GRADE BREAK
05/05/2017
HARRINGTON AVENUE NE PHASE II
SUNSET COMMUNITY - GREEN CONNECTION o.
INTERSECTION DETAILS
Em: 17 0•:24
D-373117