HomeMy WebLinkAboutD-373116�
H 141+50.72,
76.91'
LT
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3
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H 141+36.50, 761.$II1'
LT.
LT
H 141+39.61, 41.�1'
I
S
END 2
MATCH EXISTING
I
H 141 +36.42, 32.00'
T
BEGIN
H 1 41 +37.21 , 31 .33' L
BE IN 20
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I
H 141 +63.10, 57.27' LT
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PC-
1/4
H 141+ 14. LT
312.57 I A R25
-----w-----w---- '�w-- _u) -
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-----W-----W-----w---1-W .
H 141 +73.46, 15162' LT
312.28 3/4
HARRINGTON AVE NE H 141+79.69, 10.10' RTI
141 +00 H-LINE � PT-
H 141 +73.68, 12.0 RT
---G-----G---G-----G- -G
PC
CH2O4`�
HELD FOR CL
OF NE 8TH PL
L EX ROW
(D
9
111H.
V
I - -
41 31, 45.40' LT
141 +63.30. 42.83' LT
H 141 +64.80, 42.83' LT
BEGIN (�
H 141 +68.80 42.83' LT
TWIN 9",
12" ALDER
H 1 41 +66.15 25.44' LT
�L{V 312 48
H 141 +76.32, 29.00' LT
H 141 +92.78, 10.00' LT
ELEV 312.07
BEGINO EX ROW
H 142+02J
BEGIN O
V�
, W-.
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0 CURB RETURN GUTTER LINE ELEVATIONS
CURB
LOCATION
STATION
OFFSET
ELEVATION
PC
H 141+64.25
35.01' LT
312.80
1/4
H 141+65.92
26.02' LT
312.49
A
1 /2
H 141 +71 .57
17,33' LT
312.32
3/4
H 141 +79.68
1 1.90' LT
312.21
PT
H 141 +89.25
10.00' LT
312.11
PC
H 141+84.69
10.11' RT
311.99
1 /4
H 141 +94.23
12.02' RT
311.85
B
1 /2
H 142+02.31
17.42' RT
311.45
3/4
H 142+07.72
25.51' RT
311.07
PT
H 142+09.64
35.05' RT
310.40
PC
H 142+36.00
32.16' RT
310.36
1 /4
H 142+38.64
23.50' RT
310.94
C
1 /2
H 142+44.19
16.34' RT
311.07
3/4
H 142+51.93
11.64' RT
311.14
PT
H 142+60.84
10,00' RT
311.04
PT
H 142+01.78 0.00' RT
_ _ BEGIN (1-1)
-_� PC .+.00.
�. .14 B 1/2 3/4 PT
-1-2-..C',--.-.---G--
c V� V
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o
L ELEV 310.94
7�3
III_ END (Z
3/14 /4 H 14P+51.46, 22.54' RT
N _ PT .
H 141 +77.60, 22.36' RT I' �f°C'
---- --_ \ w
H 141 +92 87 1 1 50' T p O w
ELEV 311.87 �� r
O V�
END O H 1 42+05.77, 1 .74' RT $" DIA
ELEV 311.26 6.4'
POST ONLY
BEGIN 0 NO SIGN
H 142+02.54, 43.44' RT
H 142+09.03 50.05' RT
END H 142+09.53, 50.05' RT
END O
HARRINGTON AVE NE & NE 8TH PL
INTERSECTION DETAIL LL
SCALE: 1 `10' C-8
LH 142+35.37, 37.69' RT
BEGINO
IR
H 142+34.41 , 37.58' RT
,H 142+38.35, 49.55' RT
s 10 5 0 10 20
9
p140 W,
SCALE IN FEET
�. aR°°Ks CITY 0 F
RECOMMENDED AS NOTED oEonao".. sav�ss, i9
FOR APPROVAL cvc"mg HORN
RENTON
BY J. WILS°N I I DATUM
p* ` C442"Ims'. BY VLL 5 Plannn uldin ublc WorksDept.
"EOE. EVANS i9/Bi9/Pi
a NO, REVISION BY DATE APPR o` p. ATCHISON
s
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
L4 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
C-11
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
BREAK LINE
05/05/2017
HARRINGTON AVENUE NE PHASE II
SUNSET COMMUNITY - GREEN CONNECTION o.
INTERSECTION DETAILS
Em: 16 0•:24
D-373116