11-105147 (2)N
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sm
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0 20 40 80
SCALE: 1"■40'
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OF PROPERTY LINE
,-FENCE COR 8.7'±S &
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BUILDING 0.8'±E OF PROPERTY COR IE 12" ADS E=489.21
476.99''X X 4 5.49 x-489.91 IE 12" ADS SW=489.21 491.z2
X
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LS 19635 l , /� - - o - r �_4
0.1 ±NW OF PROPERTY COR
PINE 71N
FND REBAR/CA
"UNREADABLE" & BENT 479.96 495.26 X 495.55
2.1'±S OF PROPERTY CDR 476.35 _ / / X 489.01 X 49
4�fi 495.40�`�"�
CB TYPE 1 RIM=493.88
w/BEEHIVE
IE 6" PVC S=491.28
IE 12" ADS W=489.59
co
X 493.14
X 495.25� GX�96.21 495.52
X 497.09 X 49720""
X ase S3 CHOR AC UNIT X 4 1
c 485.92 POWER TRANSFORMER
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93.88 w/TRANSFORMER X 1
X4780 w/UG DROP POWER 498.90 X 4�q{ a'
j 9.141 5
478.21 j / X 496.88;,.' CABINET y1100 a�ss:o
/ t /
j ss FENC I 495.16
(OVA) p(OH) Xy99` X 494.83 ATE
479.88 488.36 / ( WER SWITC 99.68 AT 478` fi ., X 494.7
J (OH) 500.62
479.41 P(OH) -------X 7.31
° xP(OH)__ EXISTINI BUILDINGS 1
OWER POLE P oH) - P(OH) 501.45
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w UG DROP - P(OH) ale.al� / 1 r-..p_.-.
/ J-- P(0H) 500.95 ' 502.58
P(OH) %< 480.s1 ;,X 482.15 rroNWlU 61N X 499.28 1 KtNCI+
/ 1 494.09 DRAIN
p CIDUOUS 211N 503.0
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A C HVAC UNIT
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I LOT LIGHT
n POWER METER
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® JUNCTION BOX (AS NOTED)
Fj CATCH BASIN (CB)
STORM MANHOLE (SDMH)
O SANITARY SEWER LIFT STATION
Fo GAS METER
GAS VALVE
WATER VALVE (WV)
FIRE HYDRANT (FH)
® WATER METER (WM)
O FPSP (FIRE PROTECTION STAND PI
OR FPV (FIRE PROTECTION VALVE)
j7/ WATER VAULT
n SIGN
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0 SURVEY CONTROL STATION
CONIFEROUS TREE
o DECIDUOUS TREE
X>�.h}s ASPHALT
o: CONCRETE
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t 490.08 j I �3 6 I 1
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OWERR SWITCH "'' gDAR 71N =
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I S j `03 4.32 X 503.25
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1} � 11 �t• � 504.0 X \\\
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-9 o
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j X 5. 8
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ENCE POST 11 j Z it t X 5 ;2.95 X 503 3
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ass.s�
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D REBAR/CAP� " " X & 3.5 N OF PROPERTY COR 507.49 t X 505.. 3 � 0.36' "LS 10708"
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69 0.16'S & 0.30 q TEL RISER 507.3 FIR 141N t OF PROPERTY 90R
�aaos r 1ss OF PROPERTYtOR 98 W & 0.37 1 ROCK WALL F
IR 121N
NCE 1 f Q PROPERTY CO 503. I� I FIR 161N FENCE COR 0.TY/COR-�
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w/TRANSFORMER
w/LUMINIARE FND 3" BRASS CAP IN MON CASE
w/UG DROP (11037 DW 6-2-2003)
(14377 DW 6-1-2009)
T 21 N
C4 S32
R 4 E
W
SURVEY INFORMATION
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "GEODIMETER 610" ROBOTIC, AND "TSC2" DATA
COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING
THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS,
PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ B-2A"
AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF
BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
CALCULATED LAND AREA:
281,731 f SQUARE FEET (6.468f ACRES)
BASIN: OF BEARINGS
THE BASIS OF BEARINGS IS THE BEARING BETWEEN WSDOT 116 AND WSDOT 2786,
TAKEN AS NORTH 55'54'34" EAST.
HORIZONTAL DATUM
BASED UPON NORTH AMERICAN DATUM OF 1983 - NAD 1983107 (WSDOT)
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE
VERTICAL DATUM
NATIONil GEODETIC VERTICAL DATUM OF 1929 - NGVD 29 - FEDERAL WAY POINT BM2200-32,
TAKEN AS 280.930 FEET.
NOTES
1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON
FIELD OBSERVATIONS AND MARKINGS ONLY. THE TRUE LOCATION, NATURE AND/OR
EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE
VERIFIED.
2. ALL TITLE INFORMATION WAS DERIVED FROM CHICAGO TITLE INSURANCE COMPANY'S
A.L.T.A. COMMITMENT (THEIR ORDER NO. 1256436) DATED APRIL 14, 2009 AT 8:00
A.M. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON CHICAGO'S
REPRESENTATIONS AS TO THE CONDITION OF TITLE AND HAS CONDUCTED NO
INDEPENDENT RESEARCH INTO MATTERS OF TITLE.
LEGAL DESCRIPTION
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH,
RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
THENCi= ON THE SOUTH LINE OF SAID SUBDIVISION WEST 555.5 FEET;
THENCE NORTHEASTERLY ALONG A FENCE LINE TO A POINT ON THE NORTH LINE OF
SAID SUBDIVISION 520 FEET WEST OF THE NORTHEAST CORNER OF SAID
SUBDIVISION;
THENCE ON SAID NORTH LINE EAST 520 FEET TO THE EAST LINE OF SAID
SUBDIVISION;
THENC 7 SOUTH TO THE POINT OF BEGINNING;
EXCEP-- THE SOUTH 30 FEET DEEDED TO KING COUNTY FOR ROAD BY DEED
RECORDED UNDER RECORDING NO. 3022388;
AND E KCEPT THE RIGHT-OF-WAY FOR 8TH AVENUE SOUTH;
AND A.'_SO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUART!:R OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON, BEGINNING AT THE SOUTHEAST CORNER
OF SA") SOUTHEAST QUARTER OF THE NORTHWEST QUARTER;
THEN',— ON THE SOUTH LINE OF SUBDIVISION WEST 265 FEET TO THE TRUE POINT
OF Bc;i dNING;
-IENC7 CONTINUING ON SAID SOUTH LINE 150 FEET;
THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET;
THENCE EAST PARALLEL WITH TI.1 SOUTH LINE OF SAID SUBDIVISION 150 FEET;
THENCE' SOUTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET TO
THE TRUE POINT OF BEGINNING.
SPECIAL EXCEPTIONS
1. EASE:MENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:MADELEINE J. JUSTUS
GRANTEE: NINA KISSINGER, TRUSTEE OF THE EDA I. SCHULER LIVING TRUST DATED
MAY 2, 2002
PURPOSE: WATER LINE
AREA AFFECTED: PORTION OF SAID PREMISES
RECORDING NO.: 20030603003023
NO DESCRIPTION
2. DECLARATION OF COVENANT AND THE TERMS AND CONDITIONS THEREOF:
MADE BY:GEORGE R. JUSTUS AND MADELEINE J. JUSTUS
RECORDING NO.: 8406210734
REGARDING: SEPTIC TANK DRAINFIELD
3. LICENSE TO THE CITY OF FEDERAL WAY TO ENTER, INSPECT AND PERFORM
NECESSARY MAINTENANCE RECORDED UNDER RECORDING NO. 19990914001170.
4.RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY
HEREIN DESCRIBED AS GRANTED IN DEED:
GRANTEE: KING COUNTY, WASHINGTON
RECORDED: DECEMBER 2, 1938
RECORDING NO.: 3022388
BLANKET
ITEM NOS. 5 THROUGH 13: NOT APPLICABLE TO BE SHOWN ON SURVEY.
SURVEYOR'S CERTIFICATE
I CERTIFY THAT THIS MAP WAS MADE BY ME OR
UNDER MY DIRECTION AND CORRECTLY DEPICTS
THE CONDITIONS OF THIS SITE ON THE BASIS OF
A FIELD SURVEY PERFORMED IN JUNE, 2009.
WILLIAM R. WORKMAN, PLS
WASHINGTON REGISTRATION NO. 41298
IDEC 2 9 2011
DATE
SIGNED
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STIFF BROOM PAVING 24/2 TUBE STEEL GATE POST
FINISH REINFORCING PER XXXXX3" X 2- X 1/2- ANGLE
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CONCRETE PAVING EXPANSION CURB CUT
@CURB RAMP C3 JOINT AT STRUCTURE C5 AT SIDEWALK RAMP CMU TRASH ENCLOSURE GATE ELEVATION
C1— 1/4"= 1'-0% 1 1/2"=1'-0* C7 1/2-=V-0-
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1/8- TOOLED RADIUS 231 CURB PER XXXXX CONCRETE SYMBOL OF ACCESSIBILITY
1/4- RADIUS IF TOOLED.
PAVING MOUNTED 60" MINIMUM
1 8" TO 1/41- /2 REINFORCING �OOD PICKET TO BOTTOM OF SIGN.
1/8 CONCRETE PAVING m CONCRETE PAVING VAN SPACES SHALL
:5 (2 6d NAILS
En CONTAIN THE DESIGNATION
REINFORCING C)
u- REINFORCING TO WOOD RAILS "VAN ACCESSIBLE"
PAVING C) ff
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1. ALL NAILS AND CONNECTORS TO BE GALVANIZED 5'-0" MINIMUM AT ACCESSIBLE STALL
2. FINISH SIDE TO FACE OUTSIDE 8*-0" MINIMUM AT VAN ACCESSIBLE STALL
CONCRETE PAVING CONCRETE PAVI N G CONCRETE BARRIER CURB FENCE DETAIL ACCESSIBLE 90-DEGREE
PATTERN JOINT CONTROL JOINT AT SIDEWALK PARKING STALL
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SITE DETAILS
1--w"IRIT 0
FILE 21101
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LIQ King County
Dept of Assessments
-- Control
RightOfWay
- - Plat
- - ShortPlat
- OriginalShortPlat
Parcel
------ Lot
----- ---- - Easement
- - Survey
-- - GovernmentLot
Hydro
---- DonationLandClaim
Proposed
Parcel
Platted Major Number
city
The information included on this map has been compiled by King
County staff from a variety of sources and is subject to change
without notice. King County makes no representations or
warranties, express or implied, as to accuracy, completeness,
timeliness, or rights to the use of such information. King County shall
not be liable for any general, special, indirect, incidental, or
consequential damages including, but not limited to, lost revenues
or lost profits resulting from the use or misuse of the information
contained on this map. Any sale of this map or information on this
map is prohibited except by written permission of King County. Do
not use for survey purposes.
SE30-21-04 SW29-21-04 SE29-21-04
NE 31-21-04 NE32-21-04
SE31-21-04 SW32-21-04 SE32-2}09
SW33-21 04
NW 32-21-04
N Aug 15, 2011
1 inch = 100 feet
1: 1200 CF-I\/
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CITY Of FEDERAL WAY
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