23-106002-SU_Topography Survey_12-20-231.4'
6' WF
CORNER
0. 6' W.
6' WF
0.5'
0.5'
Tip
T.P.N.
332204-9137
2220 S 288TH ST
FEDERAL WAY
6' WF
CORNER
1. 8' N.
6' WF
0.5'
z
0.1' 1.2'
1.9,
4' CLF
I� 3' HWF
N IN 3' CLF CORNER
N 0. 4' W. & 5.7' N.
4 CLF
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AMERICAN PRIDE LENDING LLC
A PORTION OF THE SE 114 OF THE SW 114 OF SEC. 33, T 22 N., R 04 E., W.M.
KING COUNTY, STATE OF WASHINGTON
I
ARMED ADDITI�N VOL 85/29
0 12" TW
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6' WF
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T.P.N.
332204-9023
2240 S 288TH ST
FEDERAL WAY
AL
SSMH \ 160
RIM=473.10
IE=464.40, 8" PVC (N ,N) TOF 5° Top -
IE=463 30 8" PVC (S TOP
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16'WATER AND SEWER EASEMENT REC N0. )0090326000080 CB 486 4g8 Top
TOP roP- - - - - - - r r ---- - TOP RIM=478.19 484
Top IE=472.49, 8" CONC. (NE, E)
D HT
_ TOE IE=469.99, BOTTOM OF STRUCTURE 1411tilE LOCATION
TOE TO TOE -
- SEW R AND PSE EASE ENT NO. 200601 6000484 AND 2008092300125
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T.P.N.
332204-9225
2314 S 288TH ST
FEDERAL WAY
LOT 1
T.P.N.
332204-9122
2312 S 288TH ST
FEDERAL WAY
SSMH
RIM=484.66
IE=478.66, 8" PVC (N,NE)
IE=478.76, 8" PVC (W)
3' HWF CORNER
SSMH OHP OHP T OHP 0 oHP
RIM=460.89
P C
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IE=450.69, 15" CONC. (E) POWER POLE
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IE=450.49, 15" CONC. (W) 1 STREET LIGHT
RIM=471.18
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1 TRANSFORMER
IE=458.50, 15" CONC. (E) 6' WF
SIGN
SSMH
a.
I I
BENCHMARK
SURVEY NOTES: 1 DROP
IE=458.38, 15" CONC. (W) POWER POLE
RIM=481.54
a
WATER VALVE
1 STREET LIGHT
IE=477.54, 15" CONC. (E)
\
1. HORIZONTAL DATUM: NAD83-2011 EPOCH 2O10.00 ESTABLISHED BY OBSERVATIONS TO THE WASHINGTON STATE REFERENCE NETWORK.
1 TRANSFORMER
IE=477.14, 15" CONC. (W)
FIRE HYDRANT
LEGAL
CC
2. BASIS OF POSITION: HELD FOUND CONCRETE MONUMENT WITH TACK, IN CASE, AT THE CENTERLINE INTERSECTION OF S 288TH STREET AND 22ND AVENUE
M
�S
SEWER MANHOLE
SOUTH. (SEE MAP FOR LOCATION). (N:128,758.166, E:1,275,503.501 GROUND)
THAT PORTION OF THE SOUTH 30 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH,
N
RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH AND EASTERLY OF A LINE BEGINNNG 330 FEET SOUTH OF THE NORTHEAST
❑
CATCH BASIN
3. BASIS OF BEARING: HELD THE BEARING OF S 88 4645 E BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE FOUND CONCRETE MONUMENT WITH
TACK, IN CASE, AT THE CENTERLINE OF INTERSECTION OF 23RD PLACE S AND S 288TH STREET. (SEE MAP FOR LOCATION).
THIS SURVEY HOLDS THE PLAT OF ARMEL ADDITION AS RECORDED IN VOLUME 85 OF PLATS, PAGE 89, RECORDS OF KING COUNTY, WASHINGTON. A ROTATION
OF 00°00'28"" WAS APPLIED TO THE PLAT BEARINGS IN TO BE ON THE ABOVE NOTED DATUM.
4. THE FOLLOWING INFORMATION WAS ALSO REFERENCED IN PREPARING THE BOUNDARY SHOWN HEREON:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 41 OF SURVEYS, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 262 OF SURVEYS, PAGE 61, RECORDS OF KING COUNTY, WASHINGTON.
C) CITY OF FEDERAL WAY SHORT PLAT NO. 06-104450-00-SU, RECORDING NO. 20090930900003, RECORDS OF KING COUNTY, WA.
5. VERTICAL DATUM: NGVD 29
MASTER BENCHMARK: WASHINGTON STATE REFERENCE NETWORK, ELEVATION WAS DETERMINED BY GNSS OBSERVATIONS ON SITE BM #1.
SITE BM #1: SET MAG NAIL IN SEEM OF CONCRETE WALK ON THE NORTH SIDE OF S 288TH STREET, 0.5 FEET SOUTH OF THE NORTH EDGE AND +/- 15 FEET
WEST OF THE EAST END OF A S HOG WIRE FENCE. ELEVATION=481.27 FEET. (SEE MAP FOR LOCATION)
6. TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL STATION. ALL FIELDWORK WAS
PERFORMED, AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130.
ADDITIONAL FIELD WORK WAS PERFORMED USING SPECTRA SP-80 GNSS POSITIONING SYSTEMS, THE WASHINGTON STATE REFERENCE NETWORK, AND/OR
THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS).
7. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.
8. MONUMENTS SHOWN AS FOUND AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE THE RESULT OF A SURVEY BY ENCOMPASS, COMPLETED ON
MAY 10, 2022.
9. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. OTHER EASEMENTS AND ENCUMBRANCES MAY EXIST ON THIS PROPERTY
THAT ARE NOT SHOWN HEREON.
10. THE LEGAL DESCRIPTIONS SHOWN HEREON ARE PER PUBLIC RECORDS.
11. THE OVERALL SUBJECT PROPERTY CONTAINS 39,006 SQUARE FEET OR 0.895 ACRES MORE OR LESS.
12. UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURES, PAINTED LOCATIONS BY
APPLIED PROFESSIONAL SERVICES INC. (APS INC.), AND RECORDS OF THE APPLICABLE UTILITIES AND SHOULD BE FIELD VERIFIED PRIOR TO ANY
CONSTRUCTION.
13. THE PURPOSE OF THIS EXHIBIT IS TO SHOW EXISTING CONDITIONS ON THE SUBJECT PROPERTY.
CORNER OF SAID SUBDIVISION;
THENCE WEST 130 FEET;
THENCE SOUTH TO THE NORTH LINE OF THE SOUTH 440 FEET;
THENCE WEST 640 FEET;
THENCE SOUTH 225 FEET;
THENCE EAST 80 FEET;
THENCE SOUTH TO THE SOUTH LINE OF SAID SUBDIVISION;
EXCEPT THE EAST 115 FEET OF HE SOUTH 200 FEET;
LESS COUNTY ROAD;
AND EXCEPT THE WEST 150 FEET OF THE EAST 540 FEET OF THE SOUTH 140 FEET THEREOF;
LESS ANY POTRTION OF PLATTED ARMEL ADDITION;
EXCEPT PORTION WESTERLY OF THE EAST 390 FEET OF THE NORTH 142 FEET OF THE SOUTH 172 FEET.
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SCALE 1 " = 20'
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JOB NO.
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DATE
712 23
SCALE
1 "=20'
DESIGNED
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DRAWN
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APPROVED
KMR
SHEET 1
OF 1