HomeMy WebLinkAboutP_Roadway_Gradation_Plan_210529_V1DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
270
280
270
280
0+001+002+00 VPI 0+00.00 EL 272.00 VPI 1+49.04 EL 276.483.01%
PROFILE GRADE
1
2
3
10'10'
A
A
CL
B B
1.5'
0.5'
2%2%
GRADE POINT
EXISTING ROADWAY
PLANTING STRIP
SAWCUT
OR GROUND COVER
SOD, HYDROSEED
1%-4%
`
3.0'
SIDEWALK
5'1'
SORBUS ALNIFOLIA
KOREAN MOUNTAIN ASH
3" HMA (CL 1/2")
TYPE 410B CURB & GUTTER
STORMWATER LINE
COMPACTED SUBGRADE
16'
30'
5'7.5'
PER CITY OF RENTON STANDARD PLAN
SIDEWALK.
R/W
END FRONTAGE ROAD IMPROVEMENT
ACCESS ROAD PROFILE
HORIZONTAL: 1"=20'
VERTICAL: 1"=20'
B-B SECTION
FRONTAGE ROAD IMPROVEMENT
ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS.
NOT TO SCALE
ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS.
NOT TO SCALE
SCALE IN FEET
02010 20 40
R=15'
R=15'
EXISTING GROUND
BOTTOME OF THE WALL ELE.=282.0
TOP OF THE WALL ELE.=288.0
BOTTOME OF THE WALL ELE.=282.0
TOP OF THE WALL ELE.=286.0
LEGEND
278
2%
CELL
BIORETENTION
5.0
LOT LINE
BOTTOME OF THE WALL ELE.=282.0
TOP OF THE WALL ELE.=288.0
BOTTOME OF THE WALL ELE.=282.0
TOP OF THE WALL ELE.=284.0
20'
16'
SEE CITY OF RENTON STD. -104 &104.2
20' CENMENT CONCETE DRIVEWAY ENTRANCE
SEWSDOT STD. PLAN F-40.16-03
SINGLE DIRECTI CURB RAMP
MATCH WITH EXISTING
BEGIN FRONTAGE ROAD IMPROVEMENTMATCH WITH EXISTING
SLOPE NO MORE THAN 12:1
ASPHALT LANDING PATH
MATCH WITH EXISTING
SLOPE NO MORE THAN 12:1
ASPHALT LANDING PATH
BOTTOME OF THE WALL ELE.=278.0
TOP OF THE WALL ELE.=282.0
BOTTOME OF THE WALL ELE.=276.0
TOP OF THE WALL ELE.=282.0
1
2
3
NOTE
4" HMA CLASS B
6" ASPHALT TREATED BASE
6" CSBC
NOTE
4" HMA CLASS B
3" ASPHALT TREATED BASE
6" CSBC
ALL DEPTH ABOVE ARE COMPACTED DEPTH
(COMPACTED DEPTH)
6" CSBC
280
6" PVC STORM WATER SEE C-2 FOR DETAILS
TOP WIDTH 11'
3' X 149' BIORETENTION CELL
11
73
4/16/2021
ROAD WAY & GRADATION PLAN
TRAN-NGUYEN DEVELOPMENT
EXISTING EDGE OF PAVEMENT
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
RETAINING WALL
LOT LINE
C-3
20' PAVED ACCESS ROAD
BOTTOME OF THE WALL ELE.=278.0
TOP OF THE WALL ELE.=282.0
A-A SECTION
36' ACCESS TRACT CROSS SECTION STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852STATEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER SH AO MIN WU
38852
4,000 S.F.
2,940S.F.
4,000 S.F.4,551 s.f
ABERDEEN AVE NE 272
274
276
282
276
274
147.8190'80'
20'
50'
0+001+001+491+49
278
65'
61.5'
42'
70'
50'
56'
35'
37.5'
FL=275.5FL=277.5
FL=284.0
FL=277.0
284282280286
288
274
2
7
6
278
2702702722742
92290288 272280
29029082.6'97.81'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
13,242.10 S.F.
LOT # A
8,648 S.F.
LOT # B
10,057 S.F.
LOT # C