17-100411 (2)SEC, XX, TWP, XX N., RGE, X E. W,M.
SITE INFORMATION
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FIRE HYDRANT
N BTM FLANGE ELEV=459.84'
_ -..SOUTH 310TH STREET
N88'54'10- W 145.32 (Rl) (145.34 M)
(BASIS OF BEARINGS) I
FOUND 1 3/4" BRASS DISK IN N
CB #8150, TYPE I
RIM EL=459.68
12"DI(N)IE=457.51 FOUND 1 3/4" BRASS DISK IN
12"DI(S)IE=457.54 4"X4" CONIC BASE, INSCRIBED
'36800', WITH SINGLE DOT
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N PUNCH, DOWN 0.25 IN CASE
Q HELD FOR POSITION
4"X4" CONC BASE WITH ROUND `14 a R M #8144, TYPE
2
PUNCH, DOWN 0.50 IN CASE -
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HELD FOR ROTATION °� I 12"CMP(N)IE=458.36
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3 I N 18"Dl(S)IE=458.51
CB #8155, TYPE I
RIM EL=459.92
12;;D1(N)IE=457.64 Op 55�
12 DI(S)IE=457.79 3 30 I to 30 CN�O P G 5
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0 0 PN I RIM EL=460.46
LPN P " CONIC IE=458.10 I 3 18"D1(N)IE=458.36
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REMOVE EX. SHED � PA VEMEN7' I
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FOUND 1.75" IRON PIPE {
1�9 0.7 OUT OF GROUND �9 0.13' N & 0.05' E OF CORNER {
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PARCEL NUMBERS:
GROSS SITE AREA:
EXISTING ZONING:
COMPREHENSIVE PLAN
DESIGNATION:
MIN LOT SIZE:
ACHIEVED LOTS:
IMPERVIOUS COVERAGE
TOTAL
LOT 1
LOT 2
BASIS OF BEARINGS
0821049045
20,250 SF (0.46 AC)
RS-7.2
SINGLE FAMILY, HIGH DENSITY
7,200 SF
2 LOTS
29.53% (5,980 SF / 20,250 SF)
45.33% (5,723 SF / 12,626 SF)
3.37% (257 SF / 7,625 SF)
NOO D41U W, bL I WttN MUNUMtN 1) FUUNU Al IHt IN IEKSEG IION OF d I H AVENUE SOUTH AND SOUTH 310TH STREET AND AT THE POINT OF
CURVATURE TO THE WEST OF SOUTH 310TH STREET, ROTATED 00'00'08" COUNTERCLOCKWISE TO WA STATE PLANE COORDINATE SYSTEM, NORTH
ZONE.
REFERENCES
PLAT OF MING COURT AS RECORDED IN VOLUME 248 OF PLATS, AT PAGES 35-38.
LEGAL DESCRIPTION
PARCEL A
A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
STARTING AT THE SOUTHEASTERLY CORNER OF THE ABOVE DESCRIBED PROPERTY; THENCE NORTHERLY, ALONG THE EASTERLY LINE OF THE ABOVE
DESCRIBED PROPERTY, 150 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE WESTERLY 165 FEET, PARALLEL WITH THE
SOUTHERLY BOUNDARY OF THE ABOVE DESCRIBED PROPERTY, THENCE NORTHERLY 75 FEET, PARALLEL WITH THE EASTERLY BOUNDARY OF THE
ABOVE DESCRIBED PROPERTY; THENCE EASTERLY 165 FEET, PARALLEL WITH THE SOUTHERLY BOUNDARY OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTHERLY TO THE POINT OF BEGINNING; EXCEPT THE EASTERLY 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY
DEED RECORDED UNDER RECORDING NO. 2597904.
PARCEL B
THE SOUTH 150 FEET OF THE WEST 135 FEET OF THE EAST 165 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
NOTES
1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON DECEMBER 1, 2016. ALL SURVEY CONTROL INDICATED AS 'FOUND"
WAS RECOVERED FOR THIS PROJECT IN NOVEMBER, 2016.
3. PROPERTY AREA = 30,375t SQUARE FEET (0.697f ACRES).
CB #8137, TYPE 2 4. ALL DISTANCES ARE IN FEET.
RIM EL=460.73
18"DI(N)IE=458.73 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND
DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE
SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S
BENCHMARK SPECIFICATIONS.
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN
HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS.
SURVEYOR'S NOTE
THE SECTION CORNERS AND QUARTER CORNERS SHOWN IN THE PLAT OF MING COURT WERE CALCULATED AND HELD IN RELATION TO THE CENTERLINE
5 MONUMENTS SHOWN ON SOUTH 310TH STREET. THE SEC11ON SUBDIVISION SHOWN (SECTION DETAIL ABOVE) WAS HELD TO CALCULATE THE BOUNDARY,
V Ooo G 55 HOWEVER CORE DESIGN DISREGARDED CES'S QUARTER SECTION BREAKDOWN BECAUSE IT DID NOT ALIGN WITH STANDARD SURVEYING PROCEDURES AS
g�RG 32+ P Ar OUTLINED IN THE 3+ M NIMAL AND MANIIFESTSBUREAU
ITSELFLAND
ASS 0.13MANAGEMENT
FEET OF DIFFERENCE FOR
BETWEENIITHE SOUTH LANE OF OUR DIFFERENCE
BO NDARYBETWEEN
AND THEQUARTER
SOUTHLINECOFO THE PLAT. IS
G�_ �_G� 1,
VICINITY MAP
SSMH #8134
RIM EL=461.24
12"CONC(N)IE=451.29
12"CONC(S)IE=451.34
CB #8128, TYPE I
RIM EL=460.53
3" PVC(E)IE=459.53
12"CONC(S)IE=458.75
YARD DRAIN
RIM EL=460.31
3"PVC(W)IE=459.66
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PROJECT NUMBER
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