HomeMy WebLinkAboutTED4003246.4REVISIONS
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DRIVEWAY LOCATIONS
LOT
STATION
DRIVEWAY
ORIENTATON
TO LOT
WIDTH
20
16+21, 84 WHITMAN PL NE
RIGHT HAND
20.00'
21
15+80.66 WHITMAN PL NE
RIGHT HAND
20,00'
22
15+46.20 WHITMAN PL NE
RIGHT HAND
20.00'
23
13+ 14.98 NE 2ND LN
LEFT HAND
20,00'
24
12+66.65 NE 2ND LN
LEFT HAND
20,00'
25
12+ 16.65 NE 2ND LN
LEFT HAND
20.00'
26
11 +66, 65 NE 2ND LN
LEFT HAND
20.00'
27
11 + 16.65 NE 2ND LN
LEFT HAND
20.00'
28
10+66.65 NE 2ND LN
LEFT HAND
20,00'
29
10+36,65 NE 2ND LN
RIGHT HAND
20,00'
30
10+61,48 NE 2ND LN
LEFT HAND
20,00'
31
10+91.48 NE 2ND LN
RIGHT HAND
20,00'
32
l l +31.48 NE 2ND LN
RIGHT HAND
20,00'
33
11+71.48 NE 2ND LN
RIGHT HAND
20,00'
34
12+11.48 NE 2ND LN
RIGHT HAND
20,00'
35
31+42.59 ANACORTES PL NE
_, HAND
20,00'
36
31 + 79, 55 ANACORTES PL NE
LEFT HAND
20.00'
37
32+12,98 ANACORTES PL NE
' EFT HAND
20,00'
71FO - (Wa- J, *d'
SEC. 15, TWF. 23 My RNG. 5 E., W.M.
—� MATCHLINE SEE SHEET C07
— — — — — — — — — — — — — — — — — — — f -5 2 r 2 d 9
DRIVEWAY LOCATIONS
LOT
STATION
DRI VEWA Y
ORIENTATION
TO LOT
WIDTH
46
20+16.76 BREMERTON AVE NE
RIGHT HAND
20.00'
47
19+80.50 BREMERTON AVE NE
RIGHT HAND
20.00'
48
19+44.24 BREMERTON AVE NE
RIGHT HAND
20.00'
49
13+ 75.32 WHITMAN PL NE
LEFT HAND
20, 00'
50
14+ 15.19 WHITMAN PL NE
LEFT HAND
20, 00'
51
14+66.96 WHITMAN PL NE
LEFT HAND
20.00'
52
15+53, 2 7 WHITMAN PL NE
LEFT HAND
20, 00'
53
16+ 18, 64 WHITMAN PL NE
LEFT HAND
20, 00'
63
32+17.13 ANACORTES PL NE
RIGHT HAND
20.00'
64
31 +56.60 ANACORTES PL NE
RIGHT HAND
20, 00'
GARAGE
18'
DRVIEWAY
20
LOT .,r
LINE
6' 1
15'
1' I
RIGHT HAND
LEFT HAND
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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. 0, R. STD, PLAN F006 ALT, 2,
SEE SHEET C09A FOR DETAIL (TYP.)
,KEY MAP
L_
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:I 15—
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NOTES
1. SEE SHEETS C10 THRU C17 FOR STORM DRAINAGE INFORMATION,
2. SEE SHEET C09A FOR ADDITIONAL NOTES CONCERNING
GRADING OPERATIONS.
�NEW�BOUNDARY
— ---
EXISTING BOUNDARY
?€5
EXISTING BOUNDARY
EXISTING SECTION LINE !!
S-lm�--BUIL
EXISTING GRADE
---' 39g` FINISHED GRADE
PAD = 402.0 FINISHED PAD
EXISTING PA VEMEN T
j PROPOSED PAVEMENT
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
RECOMMENDED
FOR APPROVAL
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BY:
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EXPIRES: MAY 6, 2007 `
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PROJECT NO.: 02054
DRAWN BY: JGC
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
GRADING AND
DRAINAGE PLAN
SOUTH HALF
02054GR02C08
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