23-103436-UP-Topo Survey-07-25-2023CB 1
RIM 274.37
12" ADS IE N 270.68
12" ADS IE W 269.47
SDMH 2
LADDER E
RIM 274.94
12" CMP GATE IE SW 267.85
36" CMP IE NW 268.25
SUMP 263.79
SDMH 3
LADDER W
RIM 274.71
6" PVC IE N 271.32
12" ADS IE SW 269.94
36" CMP IE SE 26B.6B
FILTERRA 4
RIM 274.40
?? ??? IE NE*
*CANNOT MEASURE
12" ADS IE W 270.16
CB 5
RIM 274.36
12" ADS IE E 270.28
12" ADS IE N 270.02
SDMH 6
LADDER SE
RIM 273.03
12" CMP IE NE 268.13
12" ADS IE W 267.96
CB 7
RIM 271.44
12" ADS IE E 267.70
12" DAS IE S
CB 8
LADDER N
RIM 270.66
12" ADS IE N 267.41
18" ADS IE S 266.95
CB 9
LADDER N
RIM 270.89
12" ADS IE S 267.78
CB 10
LADDER N
RIM 272.26
4" PVC IE N 268.91
12" ADS IE E 268.35
18" ADS IE S 268.15
CB 11
RIM 274.50
12" ADS IE S 270.34
12" ADS IE E 270.32
CB 13
RIM 274.30
4" PVC IE E 273.20
12" ADS IE S 271.10
CB 14
RIM 274.41
B" ADS IE W 271.77
B" ADS IE N 270.37
FILTERRA 15
RIM 275.02
12" ADS IE W 271.73
CB 16
RIM 274.76
12" ADS IE E 270.73
6" PVC IE W 270.51
CB 17
RIM 274.25
8" ADS IE E 271.99
SDMH 30
RIM 278.33
CENTER OF 96" CMP
CHANNEL E/W 267.48
SDMH 31
RIM 279.79
CENTER OF 96" CMP
CHANNEL E/W 267.58
CB 32
RIM 278.09
12" ADS IE W 273.94
12" ADS IE E 273.94
CB 33
RIM 278.14
12" ADS IE W 273.79
12" ADS IE N 273.79
CB 34
LADDER E
RIM 279.45
12" ADS IE S 273.60
12" ADS IE W 273.46
SDMH 35
LADDER E
RIM 278.87
48" CMP IE W 267.85
18" CMP IE S 267.07
SDMH 36
RIM 278.66
48" CMP IE W 26B.01
18" CMP IE N 26B.01
CB 37
RIM 276.86
12" ADS IE E 274.21
SSMH 12
RIM 279.66
12" PVC IE E 263.54
12" PVC IE W 263.35
SSMH 18
LADDER NW
RIM 275.16
6" PVC IE NE 267.36
6" PVC IE SE 267.33
6" PVC IE SW 267.31
SSMH 19
LADDER NE
RIM 271.76
8" PVC IE N 260.36
12" PVC IE E 260.16
B" PVC IE S 260.01
12" PVC IE W 259.76
Imal"010,1
BOUNDARY 8c TOPOGRAPHIC SURVEY
A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 20, TOWNSHIP 21 N., RANGE 4 E., W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON
= FOUND MONUMENT, AS NOTED.
B
= SITE BENCHMARK
(C)
= CALCULATED.
(M)
= MEASURED.
(D)
= DEED
(R)
= ROS NO 20071130900002
VC
= VERTICAL CURB
VC&G
= VERTICAL CURB S GUTTER
EC
= EXTRUDED CURB
-X- =
FENCE LINE
= MAIL BOX (MB)
= BOLLARD
0
= SIGN
0
= DECIDUOUS
•
= CEDAR
'R
= FIR
®
= GAS VALVE (GV)
m
= GAS METER (GM)
-G-
= GAS PAINT MARK
O
= SANITARY SEWER MANHOLE(SSMH)
0
= SANITARY SEWER CLEANOUT(SSCO)
-SS-
= SANITARY SEWER LINE
®
= STORM DRAINAGE MANHOLE (SDMH)
0
= CATCH BASIN (CB)
0
= STORM DRAINAGE CLEANOUT(SDCO)
-SD-
= STORM DRAINAGE LINE
°
= CABLE JUNCTION BOX (CJB)
G
= POWER POLE (PP)
X
= LIGHT STANDARD (LS)
0
= POWER HAND HOLE (HH)
-OP-
= OVERHEAD POWER
-UP-
= UNDERGROUND POWER
PP/T
= POWER POLE W/ TRANSFORMER
TP
= TRANSFORMER PAD
PV =
POWER VAULT
® =
WATER VALVE (WV)
tr =
WATER METER (WM)
t7 =
HYDRANT (FH)
+� =
FIRE CONNECTION (FC)
=
IRRIGATION CONTIOL BOX(ICB)
I
CB 37
E SD
QPP/T OP
SSMH 19 HH (2) LS
6
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SIDEWALK
h
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THE SOUTHWEST CORNER OF 2�ti 2�p 90 V C & G 2�0 0e
THE NORTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SEC. 20.
DESCRIPTION:
(PER STATUTORY WARRANTY DEED 20221003000024):
PARCEL A:
A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE
17 16 NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON,
20 21 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
NORTHEAST CORNER SEC. 20---'BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 20;
FOUND COPPER PLUG W/ A PUNCH, =3m THENCE SOUTH 00°36'27" WEST ALONG THE EAST LINE OF SAID SECTION,
IN A CONCRETE POST, INCASED, 1324.79 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER
VISITED 2-22-2023. co rn OF THE SOUTHEAST QUARTER OF SAID SECTION;
THENCE NORTH 89°37'36" WEST ALONG THE SOUTH LINE OF THE NORTHEAST
0C\i QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 355.48 FEET;
Oco THENCE NORTH 00°34'16" EAST 30.00 FEET TO THE NORTH LINE OF SOUTH
En N 348TH STREET, SAID POINT BEING THE TRUE POINT OF BEGINNING;
EAST QUARTER CORNER SEC. 20 THENCE NORTH 89'37'36" WEST ALONG THE NORTH LINE OF SOUTH 34BTH
FOUND 2" BRASS DISK W/ PUNCH, 21 STREET 100.00 FEET TO THE EAST LINE OF THE WEST 200 FEET OF THE
CB 34 INCASED, DOWN 0.9, olz SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF OF THE SOUTHEAST
VISITED 2-22-2023. QUARTER OF SAID SECTION;
2021049055 H K C� �]TE R P M S ES 0l LLBTHENCE NORTH 00*32'05" EAST ALONG
•2- -p_ _ _ - - _ _ - _ _ .2� �- - A p 0g 1p 91 2eo g1 THENCE SOUTH 89 '37' 36" EAST 22. B9 FEED' LINE 222.48 FEET;
�fDE LS 12" PII 26 2eo eo?e 2�° 2022THENCE NORTH 00*34'16" EAST 5.64 02 THENCE SOUTH 89'37'36" EAST 105.00EFEET, MORE OR LESS,
06 g 9 9 g.�h 93 � fig. 2'I 2�g� � fig' 2
2� RaLLE.RY Zee ��. p �g. 2� 2� 2 to 2 ° TO THE WEST LINE OF VICK ADDITION, ACCORDING TO THE PLAT RECORDED
L�OQ02AOf380C3�•p03�y2�g •2 a ° ° Q ° a ° ° °° 2 �, EC 20 ,9h IN VOLUME 45 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON;
a ° ti� ° g p 2gp? 2g0• 201 20 e2 THENCE SOUTH 00 '34' 16" WEST ALONG THE WEST LINE OF SAID VICK ADDITION
2 SDMH 31 ® SIDEWALK �9 1 2�g.. 0, 9 2e1 70.01 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF LOT 20,
2 g g VICK ADDITION;
0yp VC �A 9�� �6e. g 2�e9 2�e0 SDMH 35 2Q0� 2�g 20°' 20�.•2019 THENCE NORTH 89°37'36" WEST 27.75 FEET;
2� 2�$ 2� 2� 2� NCO Fu
/ THENCE SOUTH 00 *34' 16" WEST 158.12 FEET TO THE TRUE POINT OF BEGINNING.
z PARCEL B:
En
®SDMH 36 e02 �g96 THE EAST 85 FEET OF THE WEST 200 FEET OF THE NORTH 222.48 FEET
®SDMH 30 2� 2a 2$ 2e1 OF THE SOUTH 252.48 FEET OF THE SOUTHEAST QUARTER OF THE
GnNORTHEAS?� 2���1 2�a 6h �� C$ 32 ��0.1p, EC 2!062 ter, 0�0 �� CB 33 2�e?� 1�.� A o 1� ll� f� 1� 1 !� A� A RU LSA-s s ar s s s a c'/� TOWNSHIPT2�UNORTH, ARTER ORANGE 4THE0UTHEEASTASW MUARINRK�NGSECTICOUN�Y, 2WASHINGTON .
FENCE
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SITE. #1 ,;'le-
2� ti 20, _ 2i 4 e
S 348TH STREET
'*-0.3'S &
0.3'E
6" ADS CULVERT
IE 277.51
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LOT 20 VICK ADDITION
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355.36' (C) 355.48' (D)
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mm
SOUTHEAST CORNER SEC. 20
FOUND 3" BRASS DISK W/ "X",
INCASED, DOWN 0.8', 20, ,21
VISITED 2-22-2023.
29 28
BASIS OF BEARING:
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 1°06'07.15" COUNTERCLOCKWISE WAS APPLIED AT
A PUNCH IN A COPPER PLUG IN A CONCRETE POST IN A MONUMENT
CASE AT THE NORTHEAST CORNER OF SECTION 20, TOWNSHIP 21 NORTH,
RANGE 4 EAST, W.M. THE NORTH AMERICAN DATUM OF 1983/1991(NAD83/91)
GRID COORDINATES WERE FOUND TO BE 113211.76 / 1273168.35 AT
THAT POINT. THE INCERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR
OF 0.999986885 AND THE GRID SCALE FACTOR OF 1.000043137 WAS APPLIED
TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
VERTICAL DATUM:
BASE:
CITY OF FEDERAL WAY BENCHMARK #2168-5-1, RAMSET ON EAST EDGE
OF A TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF
SOUTH 336TH STREET AND PACIFIC HIGHWAY SOUTH.
ELEVATION: 346.81 ' (NGVD29)
SITE #1: CE 501, A SET MAG NAIL AND WASHER NORTH OF THE
RETAINING WALL ON THE NORTH SIDE OF S 348TH ST AS SHOWN HEREON.
ELEVATION: 278.32' (NGVD29)
SITE #2: CE 502, A SET MAG NAIL AND WASHER IN THE NORTH PARKING
LOT ONSITE AS SHOWN HEREON.
ELEVATION: 274.62' (NGVD29)
SURVEYOR'S NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(TRIMBLE S5)AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING
SYSTEM (GPS)(TRIMBLE R12i). LINEAR AND ANGULAR CLOSURE OF
THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090.
2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE
OF THEIR INSTALLATION ARE SHOWN HEREON.
3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED FEBRUARY 23, 2023, THE DATE OF THIS FIELD
SURVEY.
4) THE LEGAL DESCRIPTION SHOWN HEREON PER STATUTORY WARRANTY
DEED 20221003000024. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR
RESERVATIONS WHICH MAY EFFECT THIS SITE.
7) THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL
DEVELOPMENT.
8) ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD
MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY CRITERIA
OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR
INTERVAL.
I
X
AREA:
43527 SO FT (0.999 ACRES)
SCALE:
1)) = 20'
SECTION INDEX
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DRAWN BY: JF
SURVEYOR: B
. SHAW, PLS
CHECKED: LN
SEC 20 T 21N R 4E WM
DATE: MAR 8, 2023
REVISED:
PROJECT:23-015
DWG NAME: 23-015B
SHEET
REV.
S HT- NO
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