HomeMy WebLinkAboutTED4003246.3REVISIONS
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DRIVEWAY LOCATIONS
LOT
STATION
DRI VEWAY
ORIENTATION
TO LOT
WIDTH
1
22+64.14 NE 2ND CT
LEFT HAND
20,00'
2
22+34.14 NE 2ND CT
RIGHT HAND
20,00'
3
21+94.13 NE 2ND CT
RIGHT HAND
20,00'
4
21 +54.12 NE 2ND CT
RIGHT HAND
20,00'
5
21 + 14.11 NE 2ND CT
RIGHT HAND
20,00'
6
20+72.11 NE 2ND CT
RIGHT HAND
20,00'
7
20+30.10 NE 2ND CT
RIGHT HAND
20,00'
19+90, 09 NE 2ND CT
RIGHT HAND
20,00'
9
19+55.09 NE 2ND CT
RIGHT HAND
20,00'
10
19+20.08 NE 2ND CT
RIGHT HAND
20,00'
11
18+85.07 NE 2ND CT
RIGHT HAND
20.00'
12
18+43.49 NE 2ND CT
RIGHT HAND
20,00'
13/14
18+20.75 NE 2ND CT
SHARED ACCESS
12,00'
15
18+00.98 WHITMAN PL NE
LEFT HAND
20,00'
16
17+75.52 WHITMAN PL NE
RIGHT HAND
20,00'
17
17+35.52 WHITMAN PL NE
RIGHT HAND
20,00,
18
16+95.52 WHITMAN PL NE
RIGHT HAND
20,00'
19
16+57,24 WHITMAN PL NE
RIGHT HAND
20,00'
38
32+47.56 ANACORTES PL NE
LEFT HAND
20,00'
39
32+97.57 ANACORTES PL NE
LEFT HAND
20,00,
40
33+47.58 ANACORTES PL NE
LEFT HAND
20.00'
711;0i ko , 32
DRIVEWAY LOCATIONS
LOT
STATION
DRI VEWA Y
ORIENTATION
TO LOT
WIDTH
41
33+77.58 ANACORTES PL NE
RIGHT HAND
20,00'
42
21 +83.03 BREMERTON AVE NE
LEFT HAND
20,00'
43
21+53,03 BREMERTON AVE NE
RIGHT HAND
20,00'
44
21 + 03, 02 BREMERTON AVE NE
RIGHT HAND
20, 00'
45
20+53.01 BREMERTON AVE NE
RIGHT HAND
20.00'
54
16+65.49 WHITMAN PL NE
LEFT HAND
20.00'
55
17+06,04 WHITMAN PL NE
LEFT HAND
20,00'
56
18+73.26 NE 2ND CT
LEFT HAND
20,00'
57
19+13.26 NE 2ND CT
LEFT HAND
20.00'
58
19+63.27 NE 2ND CT
LEFT HAND
20,00'
59
20+03.27 NE 2ND CT
LEFT HAND
20.00'
60
20+33.27 NE 2ND CT
RIGHT HAND
20.00'
61
32+98.38 ANACORTES PL NE
RIGHT HAND
20,00'
62
32+58.37 ANACORTES PL NE
RIGHT HAND
20,00'
GARAGE
18'
15'
DRVIEWAY 1 '
20'
RIGHT HAND
LOT LOT
LINE LINE GARAGE
6' 1 1 6' 18'
i I 15'
i I 1, DRVIEWAY
20'
LEFT HAND
VERTICAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
BASE:
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET.
SI TE:
SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE
ELEVATION= 407.96 FEET.
BASIS OF BEARING
TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES, A
CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622.321 AT THAT POINT THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID
SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES,
APRON PER C.O.R. STD, PLAN F006 ALT. 2,
SEE SHEET C09A FOR DETAIL (TYR)
ROAD WIDINING IMPROVEMENTS
EXISTING BOUNDARY - --
EXISTING SECTION LINE
0 10 20 30
GRAPHIC SCALE
SCALE: 1" = 30'
NOTES:
T"
1. SEE SHEETS CIO THRU C17 FOR STORM DRAINAGE INFORMATION.
2. SEE SHEET C09A FOR ADDITIONAL NOTES CONCERNING
GRADING OPERATIONS.
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LEGEND
- - EXISTING GRADE
'398o FINISHED GRADE
PAD = 402.0 FINISHED PAD
EXISTING PAVEMENT
PROPOSED PAVEMENT
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
_ Date
Date
RECOMMENDED
FOR APPROVAL
BY:
BY:
S • v - G.
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A, NA L L 3`O�
�` EXPIRES: MAY 6, 2007
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