10-103774 (2)CIT
Federal Way
REVISED 06-26-01
BOUNDARY LINE ADJUSTMENT
N 0. 10—103774— 00— SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
KING COUNTY PUBLIC HEALTH
Examined and approved this day of 20—
SIGNATURE
PRINTED NAME _
AUTHORIZATION
THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE
FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES
OF THE OWNERS OF THE AFFECTED PROPERTIES.
RUTH ENTICKNAP
Date
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument
Signature of
Notary Public
Printed name
Dated
My appointment expires
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
.......................................................................................
................................. ..................
Mgr. Supt. of Records
APPROVALS:
CITY OF FEDERAL WAY
Examined and approved this day of
KING COUNTY
DEPARTMENT OF ASSESSMENTS
20— Examined and approved this .day of 20
DIRECTOR OF PUBLIC WORKS
Examined and approved this day of 20—
DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES
EXISTING LEGAL DESCRIPTIONS
Assessor
Deputy Assessor
Account Number
(PER PACIFIC NORTHWEST TITLE COMPANY ALTA COMMITMENT ORDER N0.
6971333 DATED MAY 1, 2010)
PARCEL "A"
LOT 1, KING COUNTY SHORT PLAT NO. 8781222, RECORDED UNDER
RECORDING NUMBER 7907250602, BEING A PORTION OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP '21 NORTH,
RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON.
PARCEL "B"
LOT 2, CITY OF FEDERAL WAY SHORT PLAT NUMBER 00-104768—OOSU,
RECORDED UNDER RECORDING NUMBER 20010315900004, IN KING COUNTY,
WASHINGTON, BEING A PORTION OF THE FOLLOWING DESCRIBED PROPERTY;
THE NORTH 794 FEET OF THE WEST HALF OF THE EAST HALF OF THE
NORTHWEST OF THE NORTHEAST QUARTER OF THE NORTH 835 FEET OF THE
WEST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST
QUARTER OF NORTHEAST QUARTER, ALL IN SECTION 32, TOWNSHIP 21 NORTH,
RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR STREET PURPOSES
RECORDED UNDER RECORDING NUMBER 55584666.
PARCEL "C"
THE WEST 264 FEET OF THE SOUTH 165 FEET OF THE SOUTH HALF OF THE
WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON;
RECORDING NO.
VOL./PAGE
I
AS NOTED
SCALE: 1 inch = ft. IT1111 I I I I I
0
PORTION OF SW 1 /4 of SE 1 /4, S. 29 T. 21 N R. 4 E
& NW 1 /4 of NE 1 /4, S. 32 T 21 N R. 4 E
NEW LEGAL DESCRIPTIONS cont'd
PARCEL "2"
LOT 2, CITY OF FEDERAL WAY SHORT PLAT NUMBER 00-104768—OOSU, RECORDED
UNDER RECORDING NUMBER 20010315900004, IN KING COUNTY, WASHINGTON,
BEING A PORTION OF THE FOLLOWING DESCRIBED PROPERTY;
THE NORTH 794 FEET OF THE WEST HALF OF THE EAST HALF OF THE NORTHWEST
OF THE NORTHEAST QUARTER OF THE NORTH 835 FEET OF THE WEST HALF OF
THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF NORTHEAST
QUARTER, ALL IN SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN
KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR STREET PURPOSES
RECORDED UNDER RECORDING NUMBER 55584666.
EXCEPT THAT PORTION OF SAID LOT 2 LYING NORTHWESTERLY OF THE FOLLOWING
DESCRIBED LINE;
BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 2 FROM WHICH THE
NORTHWEST CORNER OF SAID LOT BEARS NORTH 89'00'30" WEST A DISTANCE OF
263.98 FEET;
THENCE SOUTH 53'09'48" WEST A DISTANCE OF 123.04 FEET;
THENCE SOUTH 63'45' 11 " WEST A DISTANCE OF 188.46 FEET MORE OR LESS TO
A POINT ON THE WEST LINE OF SAID LOT 2 AND SAID POINT BEING 161.72 FEET
SOUTH OF SAID NORTHWEST CORNER AND END OF THE DESCRIBED LINE.
SUBJECT TO AND TOGETHER WITH COVENANTS, EASEMENTS AND RESTRICTIONS OF
RECORD IF ANY.
'y 5
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co
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3�ST/y ST 5 IC-1
S 376TH ST S�
S 3�6lM
VICINITY MAP
SCALE 1" = 1000'
NEW LEGAL DESCRIPTIONS
PARCEL "If
LEGEND
LOT 1, KING COUNTY SHORT PLAT NO. 8781222, RECORDED UNDER
'EST
O FOUND MONUMENT AS NOTED
QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 21 ` NORTH, ..
- b FOUND AS NOTED
RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON.
• 1 /2" REBAR W/CAP "22956/36819"
TOGETHER WITH THE WEST 264 FEET OF THE SOUTH 165 FEET OF THE SOUTH
TO BE SET PRIOR TO RECORDING BLA
HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
® STORM MANHOLE
QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING
® CATCH BASIN
COUNTY, WASHINGTON;
--0- UTILITY POLE
AND TOGETHER WITH THAT PORTION OF LOT 2, CITY OF FEDERAL WAY SHORT
¢-- LUMINAIRE/LIGHT
PLAT NUMBER 00-104768—OOSU, RECORDED UNDER RECORDING NUMBER
20010315900004, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE
GUY ANCHOR/WIRE
FOLLOWING [DESCRIBED LINE;
CONIFER TREE W/DIA.
BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 2 FROM WHICH THE
o
NORTHWEST CORNER OF SAID LOT BEARS NORTH 89'00'30" WEST A DISTANCE
WETLAND FLAG BY OTHERS
OF 263.98 FEET;
THENCE SOUTH 53'09'48" WEST A DISTANCE OF 123.04 FEET;
io3.s SPOT GRADE ELEVATIONS
THENCE SOUTH 63'45'11" WEST A DISTANCE OF 188.46 FEET MORE OR LESS
TO A POINT ON THE WEST LINE OF SAID LOT 2 AND SAID POINT BEING
❑ TEL. RISER
161.72 FEET SOUTH OF SAID NORTHWEST CORNER AND END OF THE
FENCE AS NOTED
DESCRIBED LINE.
SUBJECT TO AND TOGETHER WITH COVENANTS, EASEMENTS AND RESTRICTIONS
SD STORM LINE
OF RECORD IF ANY.
WATER PAINT MARKS BY OTHERS
TPM TEL. PAINT MARKS BY OTHERS
OHL OVERHEAD UTILITY LINES
METHODS AND EQUIPMENT
STREAM W/FLOW (PER OTHERS)
SURVEY PERFORMED WITH 5" TOTAL STATION, USING
--r - — — — STREAM W/FLOW (NOT SURVEYED)
STANDARD TRAVERSE AND RADIAL SURVEY METHODS
--- WETLAND (PER OTHERS)
MEETING OR EXCEEDING ACCURACY REQUIREMENTS
CONTAINED IN W.A.C. 332-130-090, PARAGRAPHS 1(a)
WETLAND BUFFER (PER OTHERS)
AND 1(b).
SURVEYOR'S NARRATIVE
TOPCON GTP-3005
w
TOPCON GPS LEGACY FOR THE PURPOSES OF THIS SURVEY, WE
HAVE NOT ACCEPTED THE
O
Q
TOPCON GPS RIPER—GGD ROVER DEFINITION OF 12TH AVE S. PER CITY OF
FEDERAL WAY SHORT PLAT NO.
SHEET 2 - BLA DRAWING
OMNI PRISM W/30mm OFFSET 00-104768-00—SU RECORDED UNDER REC.
NO. 2001031590000. WE
\
TDS RANGER DATA COLLECTOR HAVE RECREATED THE ALIGNMENT PER THE METES AND BOUNDS WITHIN
SHEET 3 -NOTES, SECTION SUB.
S
0
THE DEED TO KING COUNTY (NO. 5558466).
THIS RESULTS IN A
O
DIFFERENT R—O—W THAN THE RECORDED
SHORT PLAT.
>
LAND SURVEYOR'S CERTIFICATE
BLA FOR THE CITY OF FEDERAL WAY AND ENTICKNAP
ASELI I �l E ENGINEERING, INC.
This Boundary Line Adjustment correctly represents a survey
`'
RESUBMITTED
LEGAL DESCRIPTIONS
�� ��
y� �
made by me or under my direction in conformance with the
OCT 1 1 2010
requirements of the appropriate state and city statute and
DWN. BY
DATE
JOB NO.
ordinance in ........... 20......
(253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563
CITY 0a= FEDERAL WAY
SJD
OCT. 6, 2010
10-026
Land Planning & Use . Engineering • Surveying
BUILDING DEPT
CHKD. BY
SCALE
SHEET
............................................
1910-64th Avenue West .Tacoma, WA 98466
TCF
AS SHOWN
1 OF 3
Certificate No. ................
PREPARED FOR: CITY OF FEDERAL WAY, PUBLIC WORKS, SWM DIVISION
RECORDING NO.
VOL. /PAGE
CIT
V:t�AL
Federal Way
BASIS OF BEARINGS VERTICAL DATUM
WA. STATE PLANE COORDINATE SYSTEM, NGVD29 AS DEFINED BY PUBLISHED ELEVATION FOR CITY OF 0 40 80 160 320
NAD83-91, NORTH ZONE, ACCORDING TO CITY FEDERAL WAY BENCHMARK #127, FOUND 5/8" REBAR ON 1ST
OF FEDERAL WAY PUBLISHED COORDINATES AVE. SOUTH SCALE: 1 inch = 80 ft.ann
REVISED 06-26-01 FOR CITY MONUMENTS #127 AND #121 ELEV=219.13' 0
BOUNDARY LINE ADJUSTMENT BEARING=N22.28'49"E
PORTION OF SW 1 /4 of SE 1 /4, S. 29 T. 21 N R. 4 E
N 0. 1 0- 1 0 3 7 7 4- 0 0- S U EXISTING SITE ADDRESS WL-2 & NW 1/4 PARCEL A -VACANT of NE 1 4 S. 32 T 21 N R. 4 E
BARB WIRE / '
STREAM J%
CITY OF FEDERAL WAY PARCEL B - 36817 12TH AVE SOUTH FENCE 12' WIDTH r END BARB FENCE
KING COUNTY W A S H I N G TO N FEDERAL WAY, WA 20' WIDE EASEMENT FOR % (FENCE DOWN TO
PARCEL C - VACANT RIDING TRAILS & MOVEMENT WL-5 EAST)
OF EQUIPMENT PER REC. N890d'3d"W 10' WIDE I
NO. 6533873 264.01' VEHICULAR ACCESS j
C/L OF 12' WIDE LAI DP3 �� 200' (APPROX.) E44 I , W/TRANSFORMER
W. END 54" WIDE. 72.2 I 4' WIDE CONFL. N. VEHICULAR ACCESS START \ ��\O SPRING j J f o
40' HI. CULVERT E. END 54" WIDE. F PROTECTION
EASEMENT PER REC. 3.:/
IE=67.3'± 40" Hi. CULVERT 20 WIDE DRAINAGE FBENCItARB Gp� BUFFER E43 �5
N y / I
IE=67.0'± ��g1 NO. 7107090228 N LAI o E42 �f / �pt��9 / 1 d WIDE
72.7 , 2�p 7 OHWM-S1 ��ti / VEHICULAR ACCESS
a 18" CONC. CULVERT
FOUND 1" ID IRON PIPE Q I 10' WIDE 10' WIDE STREAM IE=68.6'±, SE. o F U) / R=1145.92:
STREAM / N&S, 5' WIDE r �'---- `�c.,,y E41 78:5 // I13 .6 D=3 41 29"
W/WOOD PLUG & TACK, , / S89°00'30"E �-- y�P co 1 / 109.0 = _ L=73.83'
±1.7' ABOVE GROUND 75.4 �,�- CONFL. 1 STREAM E. CONFL. 3 CONFL. 4 �o°' POND 2637.20 \ / / o - ---
S89°00'30"E E40 A::' 12 .4
ON 10-17-07, - - - - ELEV=71.0'± S89°00'30"E /109.5 REVISITED 4/30/1O 32 CONFL. 2 444.31' -�---_
E2 LAI E3 OHWM 0-N l 9' 1 `J. '- FOUND 5/8" REBAR & 71.5 5/18/10 E39 W g' 218.75'(C) 218 `65' 1R�) o PC
(ACCEPTED AS THE N. _ HED-
1 /4 COR. OF SEC. ' ILAI E --�_ ` CAP W/"12899 VAN CONFL. 6 , p411 g, r
32-21-04E) 82.6 30' OHWM 0-S OHWM 1-N CLEAVECB TYPE -II 5�pg p� E38 8','' /-
LAI E4 POND S ^� o -
LAI E6 OHWM 1-S RIM=72.05', LADDER W. OUTFACE 1.0 �0 SHED o' . 6.9
LAI E5 14 f `' V15 16 REFER TO SURVEYOR'S
E7 IE=68.9'± 18" CONC. N/NW. & S. I 74.7 "SPRING I O E" f I w o NARRATIVE REGARDING
PUMP ❑ LAI DP2 76. fj �- ,C/L OF 12 30'
6i R-O-W DETERMINATION
HOUSE VEHC/LICULAR
OF R WIDE C/L OF 10' 78.8 WIDE. VEHICULAR 't'- FOR 12TH AVENUE SOUTH
VEHICULAR ACCESS W
LAI E8 WIDE VEH. 8a �6 95.7_ ACCESS �;' U G
CB TYPE -I ACCESS 1 1 SHED / r,' r J/; 116.3i ' r << ; CONDUIT W.
RIM=76.85' E36 E37//
ri LAI E9 IE=72.6'± 18" CONC. N. , �' E34 E35 ' �' f / / /, / + NJ
o ` IE=72.5'± 18" CONC. S. STORAGE
Sp T E33 i_ - LIMITS OF SEPTIC ; '
,'/S �DRAINFIELD - 4' TALL
8 O.00 _C/L OF 9 OG FR • iLAThi, MARKED "DF",� TT C/L OF 12' WIDE
E10 �g f.. " WIDE VEH. S' f i y VEHICULAR ACCESS
%2 C/L OF 12' WIDE �` j 30 F / r !
2 E32 ° ACCESS �` a �`
VEHICULAR ACCESS PRPGEt ` / o C N
�2 Ell -'78.5 i o Y G / " �' ' 2 RIGHT TO MAKE NECESSARY
E31 94.1 ��� / ! Q SLOPES FOR CUTS OR FILLS
/ f
`L1G LAI E29 = "28" -\ 20' WIDE DRAINAGE -1 f8`1 2.5" IA. METAL I
0 2 77.9 % - ' PER REC. NO. 5558466
€� SEMENT PER REC.-' �' OIL FILLER CAP �0 0
�1 Fz E12 c,. _ �.7 h / .. / 24 �2 'I �. o ALONG 12TH AVENUE SOUTH
CO 9 8. ' I i ` 79 0. 7107090228 O �� f I c�i 156.023
l/ N 60' WIDE R-O-W FOR 12TH
E LA! E28 25' WIDE DRAINAGE _ 24
W BLDG. COR. A1 z LAI E27 o / o ' 16 1,6' 22 f z AVENUE SOUTH PER REC.
0.5'± N. OF 78.0 CB TYPE -II EASEMENT PER REC. NO, "�,
' z NO. 20010315900004
Z LINE o /" BI, 1 6
/` RIM=95,33 , LADDER, N. 710%090228�� � � 12 ; ,
98.2 LAI E22 LAI E26 IE=90.0'± 18" CONC., \ 42" / 103.6 ' ,20' 1 WIDTH
22 PAVEMENT
E14 LAI E25 NOLD. & SE. f 4" f3 y'
`/4
Q \; WOOD 79: = 8 �I E24 _ -93.0 / 42" 18 I (2 ;'; 4' 6,
086.7 ;= pp 20 % /' 0, 158.2 U G CONDUIT
T 100 0 N88°47'20"W BARN E15LAl E23 r \ \ \ ; ;' 0� , ` / r ` _ /
9 - NW. I
�Er2�1103.E \ �' ® / l ? VEST PEDESTAL NO. 1 184.58 7 / 78.4 20' WIDE EASEMENT FOR 0 r Q ( 368 )
101� m ` ` LAI DP4 ; i \
?': i" l r OHL-
LA. pp RIDING TRAILS & MOVEMENT O Y; ` . n8 \v i i i' :' & U/G CONDUIT S.
v G
102 4 o o 87.6 1.3 20 /F EQUIPMENT PER REC. x 101.0 O
4 I E17 E16 / ` NO. 6369667 = " / 1Q \� r 2 ° '` i r f� i n CB TYPE -II
E18 81.0 r f j 200' BUFFER ` i�
12"RIM=160.09', LADDER, N.
12" "E19 628.70'' WETLAND) g �f ''� J� \ \ \ ;2 '�24j' 20 �� 4» o IE=156.84'± 18" CONC. E.
6 159.2 IE=152.4 ± 18 CONC. SW.
1040 S88°47'20"E 87.1 28 ° 0 A r38 CB TYPE -II
w Q 4 SPLIT RAIL CB TYPE -I �20 2 �., C/L OF 12' WIDE _
FENCE (WOOD) RIM=109.31' ,n ^�'�/ % 2 "�� \ 4 °, ° �' VEHICULAR ACCESS' I RIM 156.80 , LADDER, W.
a IE=106.3'± 18" CONC. SE. d o' 28' 22 129 `9 '- GRAVEL D�'W l` IE=152.1 ± 18 CONC NE.
- °' �� �-- IE=152.0'± 18" CONC S.
•_ co N 30' FOUND 1/2' REBAR W/ CAP pg IE=106.2'± 18" CONC. NW. °O % 3J.5
o N co �g0 0 EDGE OF
co c� # 10708 0.2'±W. & 0.2'±S. N - _L ,L
z OF LOT COR. �221g FOUND 1/2" REBAR W/ CAP #10708 ('VEHICULAR ACCESS�� p '� �; b
107.9 L 0 % 2 AT NE COR OF 8" SQ. FENCE POST, I CB TYPE -II S88°43'56'E 4 3.97' 14 159. CB TYPE -II
0.6 ±W & 0.1 ±S OF LOT COR. RIM=129.01 , LADDER, S. CB TYPE -I 15 I
4' SPLIT RAIL RIM=156.77', LADDER, W.
4' SPLIT RAIL (PLASTIC) EAST, 6' WOOD IE=125.8'± 18" CONC. E. RIM=145.99' FENCE (PLASTIC) 1 3 IE=150.8'± 12" CONC. S.
SOUTH, 4' WOOD SPLIT RAIL N&S 1' IE=125.2'± 18 CONC. NW. IE=141.7'± 18" CONC. E.
I 25' WIDE DRAINAGE IE=150.6'± 18" CONC. N.
O/S WEST & PARALLEL TO 6' WOOD - I �Q- IE=141.6'± 18" CONC. W. 'S ASEMENT PER RE IE=150.3'± 18" CONC. W.
- - -r---- - _ O 47 6 B _ 0 J ` O. 7107090228 _ - _ 155.64' C
FOUND CASED MONUMENT W/3 BRASS DISK W/"X" IN CONCRETE I SP o011 322104-9160 I
±0.9' DOWN AT THE INTERSEC11ON OF 8TH AVENUE & SOUTH
376TH ON 10-17-07
(PER FEDERAL WAY SP NO. SS 90-0003 UPE AS RECORDED IN KC W
NO, 9110319002 i p 0
EXISTING MONUMENT IS ±0.26' N. & 0.07' E. OF CALCULATED SHEET 1 - LEGAL 1 DESCRIPTIONS n
CENTER OF SECTION) �7f1 f-�L DESCRIPTIONS
SHEET 3 - NOTES, SECTION SUB.
0
RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE BLA FOR THE CITY OF FEDERAL WAY AND ENTICKNAP
BASELINE ENGINEERING, INC.
filed for record this ........... day of .......... 20....... at ...... M This Boundary Line Adjustment correctly represents a survey TOPOGRAPHIC MAP
made by me or under my direction in conformance with the
in book .......... of ........ at page......... at the request of requirements of the appropriate state and city statute and ��� Y"YA46oa,
ordinance in ........... 20...... DWN. BY DATE JOB NO.
.,,.,,,.•.....................................•...,._..,...,............,.....•._....,. (253)565-4491 Seattle (206)824-1205 •FAX (253)565-8563
SJD OCT. 6, 2010 10-026
Land Planning & Use . Engineering . Surveying
1910-64th Avenue West • Tacoma, WA 98466 CHKD. BY SCALE SHEET
................................. ...... .............._......I.........
Mgr. Supt. of Records Certificate No. ................ TCF
1"=80' 2OF3
RECORDING NO
VOL./PAGE
CITY OF
Federal a
REVISED 06-26-01
BOUNDARY LINE ADJUSTMENT
N 0. 10—103774— 00— SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
PROPOSED
PARCELS
DRAWN N.T.S.
EXISTING AREAS
PARCEL 'A'
- 233,281 t SF
PARCEL 'B'
- 276,451 f SF
PARCEL 'C'
- 43,562t SF
TOTAL
553,294t SF
NEW AREAS
PARCEL '1'
- 300,319t SF
S89`00'30"E
PARCEL '2'
- 252,974t SF
264.01'
TOTAL
553.293t SF
N o
„C,
0
Ex\S\\�� 2 U)
1oA�9�1 �
2g2 � o
o
z
cn
—
S89°00'30"E
264.02' 218.75'
215.00
444.3 1'
_
_ _
REMOVED �4i� R=1175.92'
PARCELS D=01'48' 15"�
NEW PARCEL 1
�,
^ I
��
LINES L=37.03'
AREA-300,319t 8F
o
EX\s CEL „ P
NEW PARCEL '2'
A�
AREA-252,974i 8F
no
NEW PARCEL LINES
M
N
m
S88'47'20"E
EXISTING
0
0 184.58'
PARCEL
Ln
LINES TYP
4
_
O
z
00
628.70'
CD
N88'47 20 W
0
co
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
.................... .............. .................. ............................ I......
..........................................................................
Mgr. Supt. of Records
S88'43'56"E 473.97'
SECTION SUBDIVISION as NOTED
SCALE: >, inch = ft.
DRAWN N.T.S. 0
PORTION OF SW 1 /4 of SE 1 /4, S. 29 T. 21 N R. 4 E
2627.03'(R2) 29 28 g� NW 1 /4 of NE 1 /4, S. 32 T 21 N R. 4 E
2 — _
T I
� N
FOUND CASED MONUMENT
w W/3" BRASS DISK
i SECTION SUBDIVISION
t° d' W PUNCH IN CONCRETE
� CENTERLINE t OF 16TH FOR THE PURPOSES OF THIS SURVEY, WE HAVE
a; AVE S. ON 4-30-10 ACCEPTED THE SECTION SUBDIVISION OF THE NE
N — ,,, 1 /4 OF 32-21-04 PER CITY OF FEDERAL WAY
a, SHORT PLAT NO. 00-104768-00-SU RECORDED
UNDER REC. NO. 20010315900004
N I N
+ ' REFERENCES
FOUND 1" ID IRON PIPE W/WOOD o Z FOUND CASED LEAD &
PLUG & TACK, t1.7' ABOVE GROUND z 2637 16' M 28 M) - MEASURED
( ) TACK IN 3" S0. CONC.
ON 10-17-07, REVISITED 4/30/10 1318.61 1318.62' 29 MONUMENT 1.1' DN. AT (R1) - FED. WAY S.P. REC. N0. 20010315900004
(ACCEPTED AS THE N 1 /4 COR. OF — C/L f 16TH AVE. ON (R2) - K.C. ROS REC. NO. 20091028900001
SEC. 32-21-04E) SME 32 33 4-30-10 (ACCEPTED AS
THE NE COR. OF SEC.
32-21-04E) BASIS OF BEARINGS
v 6 85 49' I - 658 48
w° co z (N WA. STATE PLANE COORDINATE
l SYSTEM, NAD83-91, NORTH ZONE,
`� `V ACCORDING TO CITY OF FEDERAL WAY
PUBLISHED COORDINATES FOR CITY
!� 1315.34' MONUMENTS #127 AND #121
FOUND CASED MONUMENT W/3" o BEARING=N22'28'49"E
BRASS DISK W/"X" IN CONCRETE
0.9'f DOWN AT THE
INTERSECTION OF 8TH AVENUE & z ,� ' ZONING
SOUTH 376TH ON 10-17-07
(PER FEDERAL WAY SP NO. SS 2:
90-0003 UPE AS RECORDED IN RS35 - SINGLE FAMILY MEDIUM DENSITY
KC NO. 9110319002 32 S88°34'00"E 2624.16' (ALL PARCELS IN VICINITY)
EXISTING MONUMENT IS f0.26' (R1)
N. & 0.07' E. OF CALCULATED
CENTER OF SECTION)
SURVEYOR'S NOTES
1. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL THE 8. WETLAND FLAGS WERE ESTABLISHED BY LANDAU ASSOCIATES INC.
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD WORK, OFFICE AND ONLY CERTAIN FLAGS WERE SURVEYED IN THE FIELD BY
WORK, OR RESEARCH. BASELINE ENGINEERING, INC. FLAGS LOCATIONS DENOTED "LAI-"
ARE SHOWN PER THE GPS COORDINATES PROVIDED BY LANDAU
2. ENCROACHMENTS AS SHOWN HEREON ARE ONLY THOSE ABOVE GROUND, ASSOCIATES AND WERE NOT FIELD SURVEYED BY BASELINE.
VISIBLE OBJECTS OBSERVED BY THE SURVEYOR. NO CERTIFICATION IS MADE
OR IMPLIED THAT THOSE OBJECTS APPEARING TO ENCROACH ACTUALLY 9. BASELINE ENGINEERING HAS RELIED UPON THE CLIENT FURNISHED
— 176.51' ENCROACH ON THE OWNERSHIP OF THE SUBJECT OR ABUTTING PROPERTY. TITLE REPORT AND HAVE NOT PERFORMED ANY ADDITIONAL
JS8/_56'24E(R)
6°08 08 E R INVESTIGATION INTO ENCUMBRANCES OR EASEMENTS WHICH MAY
3. AN ON THE GROUND SURVEY WAS PERFORMED ON VARIOUS DATES BETWEEN EXIST ON SITE.
APRIL 30 THRU MAY 25, 2010.10. TREES OTHER THAN THOSE SHOWN EXIST ON SITE. ONLY
4. FOR THE PURPOSES OF THIS SURVEY, MONUMENTS SHOWN HAVE BEEN THOSE TREES THAT WERE IDENTIFIED BY THE CLIENT WERE
HELD AS BEING THOSE MONUMENTS DEPICTED ON THE PLATS OR SURVEYSSURVEYED.
AS MARKING THE STREET INTERSECTIONS,
11. ALL VEHICULAR ACCESSESS AND EXTENTS OF ACCESSES
5. ALL MONUMENTS VISITED AS NOTED. SHOWN HEREON WERE IDENTIFIED IN THE FIELD BY THE
I � CLIENT.
6. UTILITIES, OTHER THAN THOSE SHOWN, MAY EXIST ON OR ADJACENT TO
THE SITE. ONLY THOSE WHICH ARE VISIBLE, OR WHERE THERE IS VISIBLE 12. CONTOURS DEPICTED WERE GENERATED FROM INTERPOLATION
EVIDENCE OF THEIR LOCATION HAVE BEEN LOCATED BY SURVEY. THE BETWEEN GROUND SHOTS SUITABLE FOR 5-FOOT INTERVALS. AT
ACCURACY AND COMPLETENESS OF DATA OBTAINED BY OTHER THAN FIELD THE CLIENT'S REQUEST, 2-FOOT INTERVALS WERE GENERATED FOR
SURVEY METHODS IS NOT GUARANTEED. PRIOR TO ANY PHASE OF THE SOUTHEASTERLY PORTION OF THE SITE FOR SEPTIC FIELD
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY WITH THE APPROPRIATE DESIGN BY OTHERS AND ARE APPROXIMATE ONLY.
b UTILITY AGENCY/OWNER, THE EXACT LOCATION, SIZES AND MATERIALS OF
o I ALL UTILITIES WHICH MAY BE AFFECTED.
N
z 7. UNDERGROUND UTILITY LOCATIONS ARE SHOWN PER PAINT MARKS
ESTABLISHED ON THE SURFACE BY OTHERS. THE LOCATION OF THE PAINT
MARKS WERE SURVEYED BY BASELINE ENGINEERING, INC.
I
I
LAND SURVEYOR'S CERTIFICATE This Boundary Line Adjustment correctly represents a survey BASELINE
ENGINEERING, INC.
made by me or under my direction in conformance with the
requirements of the appropriate state and city statute and ya7ul xez r� ,%a 4� yv,,�a.
ordinance in ........... 20...... (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563
Land Planning & Use Engineering . Surveying
1910-64th Avenue West . Tacoma, WA 98466
Certificate No. ................
W
SHEET 1 - LEGAL DESCRIPTIONS
SHEET 2 - BLA DRAWING
0
BLA FOR THE CITY OF FEDERAL WAY AND ENTICKNAP
NOTES, SECTION SUBDIVISION
DWN. BY DATE JOB NO.
SJD OCT. 6, 2010 1 10-026
CHKD. BY
TCF
SCALE
AS NOTED
SHEET
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