HomeMy WebLinkAboutTED4003451.17POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
I 5'
I
0.5'
4" CEMENT CONCRETE I
SIDEWALK
6" CEMENT CONCRETE,
CURB AND GUTTER
RAW
18,
0.5'
NE 8TH ST
SUBCOU ECTOR
STA 1 +00 TO STA 2+56.06
(NO PARKING)
NOT TO SCALE
18'
0.5
2" CLASS B ASPHALT CONCRETE
1-112' CRUSHED SURFACING TOP COURSE
5" CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS "B') MAY BE REQUN
PENDING SOIL CONDITIONS
RAW RAW
42'
5' 14' 14' 5'
I I
I I
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5" CEMENT CONCRETE 2' CLASS B ASPHALT CONCRETE
SIDEWALK 1-1/2" CRUSHED SURFACING TOP COURSE
4" CEMENT CONCRETE 5" CRUSHED SURFACING BASE COURSE
ROLLED CURB GRAVEL BASE CLASS "B" MAY BE REQUIRED
PENDING SOIL CONDI nONS
NE 9 TH S T, NE 8TH PL (STA 2+ 56.06 AHEAD), NE 8TH S T,
L YONS A VE NE, MT BAKER A VE NE AND MT BAKER PL NE
SUBCOLLECTOR AND SUBACESS
(NO PARKING OT TON ONE SIDE)
30'
I
I
I 0.5'
2.5' - 5'
12'f
VARIES
" CEMENT CONCRETE
IDEWALK
6' CEMENT CONCRETE
CURB AND GUT7ER
LOT LINE
LOT LINE
20'
7' 8' 2'
I
I
I
\�2" CLASS B ASPHALT CONCRETE "<
1-1/2" CRUSHED SURFACING TOP COURSE
5" CRUSHED SURFACING BASE COURSE
GRA VEL BASE CLASS "B" MA Y BE REQUII
PENDING SOIL CONDITIONS
TRACTS E AND J
JOINT USE DRI VEWA Y
NOT TO SCALE
22'
19'-+ EX. PAVEMENT
12'f
iWCUT OA
IG LINE
VARIES
I
19'f EX. PAVEMENT
4" AC SURFACING CLASS B (2 LIFTS)
6" CRUSHED SURFACING BASE COURSE
SUITABLE UNDISTURBED NA77VE OR
R/W
30'
VARIES 9'-10' I
�' EXISTING I
z I
W GROUND
COMPACT IMPORT FILL MATERIAL SUBGRADE
(MATCH DELANEY PARK — TO SOUTH)
NILE AVE NE
COLLECTOR ARTERIAL
STA 8+51.06 TO STA 19+40.00
NOT TO SCALE
CROSSWALK
OR CROSSWAL
NOTE:
1O RAMPS SHALL BE cwmAsTING COLOR OF LIGHT TO DARK
OR DARK TO LIGHT /ND COLORING MUST BE AN INTEGRATED
PART OF THE RAMP.
2. CONSTRUCT RAMPS IN ACCORDANCE WITH FIG. 3-007.
3O LANDING SHALL BE A MINIMUM 4' X 4'.
Department of Transportation CUM i-lf'IW
Roads Services Division p w ry
2004 Design and f7.JIM
King County Construction Standards
i.1q1M'N- n
4s* CEMENr A rE MA AGOR
PRf . SLWME
12 A--_-_2.7 CONCRETE
NOTES:
SECTION A -A 1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02.
2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02. 2.03. AND 2.04.
3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS 3.07 AND 4.01.
IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT.
4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001.
5. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH
1/2' SPACING.
O KMcowT1,KajCwow CEMENT CONCRETE SIDEWALK DWG.
4-oo4
KING COUNTY. WASHINGTON TRANSITION TO ASPHALT SHOULDER No.
R-345 139
F9Q 3-008
3-17
CURB TRANSITION DETAIL
NOT TO SCALE
.Y CVOAMCIdIA1
`O \ _2. oAC
w ad 40
: a.
°- a ! CEMENT CONCRETE
SIDEWALK
` NOTE. TOP OF LIP AT DRIVEWAYS:
VERTICAL CURB & GUTTER
(K.C. STANDARD DWG NO. 3-002)
NOT TO SCALE
3.5" 114" EDGED GROOVE
— a
Y
2. OX 40
a
�?a 12"
6.5"
d0"
12" OP170NAL FOR
24" INTEGRAL POUR
CEMENT CONCRETE
ROLLED CURB SECTION
NOT TO SCALE
or
PA
Checked for Compliance to City Standards
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481fax
800.488.0756 toll free
www. triadassociates. net
RICHARO A. 7iJWffl. PE
PROJECT MANAGER
MARK I HARRISIOK PLS
PROJECT SURVEYOR
RICHARD A. 7DII/KINSr P£
PROJECT ENGINEER
YEFFREY L COX ASLA
PROJECT LANDSCAPE ARCMECT
FIRST SUBMITTAL DATE: 8120107
SCALE: HORPd.: N/A VW.: N/A
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 0 1_ 047
— SHEET N0. 16 OF 2
® 2012 TRIAD ASSOCIATES
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