HomeMy WebLinkAboutTED4001421.2NOTE: AS -BUILT IMPROVEMENTS WITHIN R/W
SHALL BE ADDED TO EXISTING CITY OF RENTON
PLANS FOR SUNSET BLVD UPON COMPLETION OF
CONSTRUCTION.
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\ \ \ EXT CONC CURB @ PROP LINE132
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SOIL CONDITIONS ENCOUNTERED 2-Z' MIN COMP DEPTH CR SURF BASE COURSE
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O% 1 \ll f /1\ \�• SECTION @ ENTRANCE ROAD NOTE: ROADWAY SECTION WITHIN CITY R/LEI SHALL
CONSIST OF 4 COMP DEPTH OF CLASS'B'
ASPH CONC PAVEMENT OVER 6"CRUSHED ROCK
12" GRAVEL. BASE AS MAY BE REQUIRED PEND-
ING SOIL CONDITIONS ENCOUNTERED. CURB,
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SEE PLANI FOR PVT SLOPE t ---
2:1 SLOPE (MAX)�,�
�12' MIN COMP DEPTH CR SURF TOP COURSE
SOIL CONDITIONS ENCOUNTERED
GRAVEL BASE MAY BE RED' D PENDING T21i" MIN COMP DEPTH CR SURF BASE COURSE
TYPICAL INTERIOR ROAD/PARKING SECTION
VICINITY MAP
LEGAL DESCRIPTION
That portion of the Southeast Quarter of Section 13, Township 23 North, Range 4 East, W.M.,
and that portion of Lots 15, 16, 17, 18, and 19 in Block 13 of Earlington, as per Plat recorded
In Volume114 of Plats, Page 7, Records of King County, Washington. `A
Together with that portion of vacated S. W. 5th Place adjoining which upon vacation attached ■ . ■ 0
to said property by operation of law. Said property being more particularly described as W
follows:
Commencing at the Southwest Corner of Section 18, Township 23 North, Range 5 East, Q
W.M., from which the South Quarter Corner of said Section 18 bears South 89010'04" East;
thence North 44025'22 East for a distance of 831.54 feet to a point on the northerly boundary 2
of the Pacific Coast Railroad right-of-way as shown on the Main Line right-of-way and Tract 0
Map, Pacific Coast Railroad, Sheet 5 of 11, Volume 2 - Washington, records of the Burlington
Northern Railroad, said point also being on the southerly boundary of the Plat of Earlington, ' Yi
as per plat recorded in Volume 14 of Plats, Page 7, recorded under Recording No. 433749, in
King County, Washington; thence North 71029'16" West 1042.71 feet to the TRUE POINT OF
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BEGINNING; thence continuing North 71029'16" West 362.65 feet to a point of curvature, the
radial bearing of which extends North 18030'44" East 905.37 feet; thence along the arc of
this curve to the 'right through a central angle of 33054'04" an arc distance of 535.69 feet to a 0
point of tangency; thence North 37035'12" West 291.40 feet to a point of curvature, the radial •
bearing of which extends South 52024'48" West 1265.30 feet; thence along the arc of this Q
curve to the left through a central angle of 15027'49" an arc distance of 341.49 feet; thence
South 75019'22" East 1116.53 feet to a point on a curve, tile radial bearing of which extends W
North 24059'59" East 1482.39 feet; thence along the arc of said curve to the left through a ■
central angle of 11034'l3" an arc distance of 299.35 feet; thence South 13025'46" West r
20.00 feet to the northwesterly corner of Lot B of City of Renton Lot Line Adjustment No. 4-87 as recorded under Recording Number 8709099004; thence South 18027'51" West along the 2
westerly line of said Lot B 96.97 feet to the northwesterly corner of Lot A of the City of Renton ® 0
Lot Line adjustment No. 6-87 as recorded under Recording Number 8709099003; thence
South 18027'51" West along said line a distance of 137.69 feet to the northwesterly corner of a
City of Renton Lot Line Adjustment No. 3-87 as recorded under Recording Number
8709099002; thence along the westerly line of said Lot Line Adjustment No. 3-87, the
following courses:. South 18027'51" West 25.34 feet; W W
thence South 89027'51" West 70.00 feet;
thence South 18027'51" West 89.49 feet to the northwesterly cornier of City of Renton Lot
Line Adjustment No. 5-87 as recorded under Recording Number 8709099001; thence along
the westerly line of said Lot Line Adjustment No. 5-87, the following courses:
South 18027'51" West 64.51 feet;
thence South 52032'09" East 70.00 foot;
1llence South 18027'51" West 58.11 _foot to the TRUE POINT OF BEGINNING.
Situate In the County of King, State of Washington. z
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