HomeMy WebLinkAboutMLA20-00152 BLA Survey revised 07-02-2021NOTICE TO POTENTIAL PURCHASERS:
1. THE LOTS, PARCELS, OR TRACTS CONTAINED WITHIN THIS
SUBDIVISION WERE APPROVED BASED ON DESIGN STANDARDS
AND REGULATORY REQUIREMENTS IN EFFECT AT THE TIME OF
FINAL APPROVAL. SEWAGE DISPOSAL SYSTEMS HAVE NOT BEEN
APPROVED FOR THE LOTS, PARCELS, OR TRACTS CONTAINED
WITHIN THIS SUBDIVISION. ONSITE SEWAGE DISPOSAL
SYSTEMS SHALL MEET DESIGN STANDARDS AND REGULATORY
REQUIREMENTS IN EFFECT AT THE TIME OF APPLICATION FOR
A SEWAGE DISPOSAL PERMIT. PURCHASER SHOULD CONTACT
THE JEFFERSON COUNTY HEALTH DEPARTMENT FOR
PROCEDURES CONCERNING PERMIT APPLICATIONS. ANY
REMOVAL OF OR MAJOR DISTURBANCES OF SOIL WITHIN THE
PROPOSED DRAINFIELD AREAS MAY CREATE SITE CONDITIONS
THAT ARE UNACCEPTABLE FOR THE INSTALLATION OF SEWAGE
DISPOSAL SYSTEMS.
2. APPROVAL OF THIS BOUNDARY LINE ADJUSTMENT DOES NOT
GUARANTEE A BUILDABLE SITE WITHIN SAID PARCEL(S). SUCH
DETERMINATION IS DEPENDENT ON APPROVALS OF WATER,
SEPTIC, BULK AND DIMENSIONAL SETBACKS, AND ESA
REQUIREMENTS.
001172008
FOUND 1/2" REBAR AND
CAP, LS#11520,
0.7' N OF CALC POSITION
(DATE VISITED 7-7-20)
CENTER OF SECTION 17�
CALC PER VOL 23 OF
SURVEYS PG 64-69,
17 RECORD OF JEFFERSON
n COUNTY, WA
18 - - V-- --
WEST 1/4 CORNER
SECTION 17
CALC PER VOL 23 OF
SURVEYS PG 64-69,
RECORD OF JEFFERSON
COUNTY, WA 001173011
FOUND 5/8" REBAR AND
CAP, WENGLER #26304,
(DATE VISITED 7-2-20)
FOUND 5/8" REBAR AND
CAP, WENGLER #26304,
(DATE VISITED 7-2-20)
FOUND 5/8" REBAR AND
CAP, WENGLER #26304,
(DATE VISITED 7-2-20)
DECLARATION:
3OUNDARY LINE ADJUSTMENT SURVEY
A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE
1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M.
JEFFERSON COUNTY, WASHINGTON
FOR
CAPE GEORGE LAND COMPANY, LLC
APPROVALS:
8 ADMINISTRATOR, JEFFERSON COUNTY DEPARTMENT
1NORTH 1/4 CORNER OF COMMUNITY DEVELOPMENT
NORTH
17
CALC PER VOL 23 OF
I SURVEYS PG 64-69,
RECORD OF JEFFERSON COUNTY, WA JEFFERSON COUNTY ASSESSOR
I
001171032
I 1 I I I I I 1 I
III III i�l
I I
L
III I�I
III ��I III
I I I I S81'12'33"W 1187.73'
J
�o
0
DATE
DATE
I
001171033 001171014 1 0014171015 1
FOUND 5/8' REBAR AND
CAP, A. WOOD #23911,
(DATE VISITED 7-29-20)
SITE I I i i I o=5.01'54` I I
R=1939.86 1
--J I I-- — — — — -I I I-- — — —L
L=170.366'
1 — — -- - 408.06'
---- - S81'12'3314
RD �LL6 sN17
81.12'33"E 260.84' 1
CAPE GEORGE
1019.75' I I oM
SIE I li I I
RAILROAD AVENUE 963600001
N88'31'05"E 1616.65'
FOUND 5/8" REBAR AND I I I I I
CAP, WENGLER #26304
VISITED
D17-2-20) I I I I I ) SI-rE
5T47 E I1 { I
— Ili I�I I�I III III
I \-FOUND 1/2 REBAR AND
I CAP, CAP DESTROYED,
NELSON'S LANDING (DATE VISITED 7-2-20)
ROAD (USAGE) 001174002
001173011
_ _ FOUND 5/8" REBAR AND
FOUND 1/2" REBAR CAP, A.WOOD #23911.
WITH NO CAP, (DATE I (DATE VISITED 7-28-20)
VISITED 7-28-20)
KNOW ALL PERSONS BY THESE PRESENT THAT THE UNDERSIGNED,
TITLE OWNERS OF THE LAND DESCRIBED HEREIN, DECLARE THIS
BOUNDARY LINE ADJUSTMENT TO BE CREATED BY OUR OWN FREE
WILL AND CONSENT AND APPROVE OF ITS ENTRY INTO THE LAND 17
RECORDS FOR JEFFERSON COUNTY THROUGH RECORDATION OF 20
THIS SURVEY WITH THE JEFFERSON COUNTY AUDITOR.
ICAPE GEORGE LAND COMPANY, LLC
BY:
LEGAL DESCRIPTIONS:
FOR LEGAL DESCRIPTIONS AND THE STATEMENTS OF INTENT SEE
AUDITOR'S FILE NUMBER RECORDS OF
JEFFERSON COUNTY, WASHINGTON.
SOUTH 1/4 CORNER
SECTION 17
CALC PER VOL 23 OF
SURVEYS PG 64-69,
RECORD OF JEFFERSON
COUNTY, WA
0
0
r,
0
0
BOUNDARY LINE ADJUSTMENT
NO. MLA20-00152 / SUB20-00018
150 0 150 300
SCALE IN FEET
963303903
FOUND 5/8" REBAR AND
CAP, A.WOOD #23911,
(DATE VISITED 7-29-20)
963303902
l
FOUND 5/8" REBAR AND
o CAP, A. WOOD #23911,
(DATE VISITED 7-29-20)
963304002
i
963304004
I
963304005
S85'34'21 "E 1 _
- 145.60' �. r-- FOUND 5/8" REBAR
AND CAP, WENGLER
#26340, (ATE
FOUND 5/8" REBAR AND T 963304101 VISITED 7D29-20)
CAP, WENGLER #26340,
(DATE VISITED 7-29-20) o 0
0 963304102
I
001174020 i 0011740b5 y
1 � FOUND 1/2" REBAR AND '
001174014 001174017 CAP, FISCHER #2?445,
(DATE VISITED 7-29-20) I FOUND 5/8" REBAR
001174018 AND CAP, LS
I
#35986, (DATE
I VISITED 7-29-20)
I
LINE TABLE
LINE #
LENGTH
DIRECTION
Li
10.10'
N1'57'47"E
L2
10.00'
SS'47'27"E
L3
24.03'
S81'12'33"W
L4
10.00'
S8'47'27"E
L5
10.00'
N8'47'27"W
L6
10.00'
N8'47'27"W
L7
143.41'
N81'12'33"E
AUDITOR'S CERTIFICATE
MAP INDEX
SHEET 1 BOUNDARY CONTROL, SURVEYORS CERTIFICATE, NOTES,
DECLARATION, APPROVALS & RECORDING INFORMATION
SHEET 2 OVERALL MAP & DIMENSIONS OF UNDERLYING PARCELS
SHEET 3 OVERALL MAP & DIMENSIONS OF ADJUSTED PARCELS
SHEET 4 MAP SHOWING SOIL LOG LOCATIONS
SHEET 5 MAP SHOWING CLEARING RESTRICTED BUFFER AREAS
FILED FOR RECORD THIS DAY OF . 20_
AT M., IN BOOK OF SURVEYS, AT PAGE(S)
AT THE REQUEST OF LARSON AND ASSOCIATES,
INC.
AUDITORS FILE NO. DEPPUTY COUNTY AUDITOR
LEGEND
G) CALCULATED MONUMENT POSITION
O CORNER FOUND AS NOTED
"THIS SURVEY WAS PERFORMED BY A
COMBINATION OF CONVENTIONAL FIELD TRAVERSE,
(UTILIZING A TRIMBLE S5 OR S6 TOTAL STATION)
AND GPS RTK ROVER METHODOLOGY
THIS SURVEY COMPLIES WITH ALL STANDARDS
AND GUIDELINES OF THE SURVEY RECORDING ACT
CHAPTER 58.09 RCW AND 332-130-070 WAC"
BASIS OF BEARING
NAD 83/11 WASHINGTON NORTH ZONE
ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE
WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF THE SURVEY RECORDING ACT
AT THE REQUEST OF CAPE GEORGE LAND
COMPANY, LLC., IN DECEMBER, 2020
zi
THOMAS E. BA IEY, P.L.S. DATE
CERTIFICATE NO. 30425
INDEX: IN THE S 1/2 OF THE
NE 1/4 & THE N 1/2 OF THE
SE 1/4, SEC 17, TWP 30 N,
RGE 1 W, W.M.
SHEET 1 of 5
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9441 BLA TACOMA, WASHINGTON 98444-6247
7/2/2021 (253)474-3404 /FAX (253)472-7358
BOUNDARY LINE ADJUSTMENT SURVEY
A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE
1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M.
JEFFERSON COUNTY, WASHINGTON
FOR
CAPE GEORGE LAND COMPANY, LLC
BOUNDARY LINE ADJUSTMENT
NO. MLA20-00152 / SUB20-00018
I I
001171032
001171033 001171014 I 0014171015 I
FOUND
AND
/ � ljI I - -251L46.-1 _._ _ �I 1II -N� to•, i101 I REBAR
VCAP
125.74 " WOOD #23911,(DATE
' S81760.27' 7-29-S-oIT2
-E0D)251.4625L4T 251.47
--
-9-63-30390-3
2514T
- - - - - - �.j+125.74'
001172008 1
u- FOUND 5/1 -
R-
AAND
1AO
cr� i-6(DATE VISITED 732920)Nco i
NN rn963303902- 1 p
FOUND 1/2" REBAR AND
CAP, LS#11520,
0.7' N OF CALC POSITION
(DATE VISITED 7-7-20)
CENTER OF SECTION 17-
CALC PER VOL 23 OF
SURVEYS PG 64-69.
RECORD OF JEFFERSON
COUNTY, WA
001173011
I � �-----I---^---{ IN I------T------{ IN I--- I I Nl v�i I------- I o 96 I N I 96'S0
_---f N �_ IRVINGTON ADDITION TO THE CITY OF PORT TOWNSEND, VOLUME 2 OF PLATS, PAGE gg
125.71' 1•I ( O I d=3 44 51" L=126.88' -
- - _ 251.40' 251.41'
1+ !-----------�✓----251.40_ J.I 25141' -----
� 1' 17 03 L 43 48
I
S88'02'13"E 1489.25' � - - - +. I I =
-----1--- -I-------------1---- 212.41' % A=501'54"
L=170.36'
- - -I- - I R= 939.86
f i---I----, /----195.66' 12'33"W 408.06' o
r - - - n 1 1�p1 I 'I V 96,3601101 S81'
of -
ol _T---- o �---- �----�pS60-------{ 1-255.93'
I
�L5 33"E 260.64' 6T''
255.90' o L6 N818h 1T 5
I I 1
RID
2.55.51 1187.73 CAPE GEORGE
S81'12'33"W % 73.67�-- --- - Io- ROS VOL 6•
2.55.91' I I II I I 1 0 PAGE 47
1
255.85
L3 ) )�
33"E 1079.588'
- - -
0 0
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- - - -
60 -
FOUND 5/8" REBAR AND 105.79'
N81' 12'
1
CAP, WENGLER #26304, )
(DATE VISITED 7-2-20) L4 0
2,55.86'
I
1 1k0
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251.81'
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238. g636020 _
251.79' _
251.79'- - - - � ,-
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-
.
-377.6Y
S88'31 05°W 1460.24'
L
001173011
0
1 001173013
I(
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CAP, WENGLER #26304,
(DATE VISITED 7-2-20)
001173011
FOUND 5/8" REBAR AND
CAP, WENGLER #26304, 963600001
(DATE VISITED 7-2-20) o RAILROAD AVENUE
FOUND 5/8" REBAR AND CAP,
I WENGLER 426304 (DATE VISITED N88'31'O5"E 1616.65'
963600506
I
I I
FOUND 5/8" REBAR AND
a CAP, WENGLER #26340,
(DATE VISITED 7-29-20)
1 1 'j+ I 125 77'
FOUND 5/8" REBAR AND
CAP, A. WOOD #23911,
(DATE VISITED 7-29-20)
I
I
- 963304002
I
I
I
963304004
963304005
- 7-2-20)
CAP D STRYED
'1"
25+ 6
451.76�
' .j
251 78'
- -
- -
1
I -
- - -
19:83
I
1 963304101
rill':+
_ 125.88'
1
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251.75'
- - - --
1
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VISITED 7-29-20)
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125.64'
+. �,
251.26'
+
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+
25L26'
/
251.26
�-
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FOUND 1/2"
REBAR AND
25L26'
),I
CAP
25loa
E
1 (DATE VISITED 7-2-20)
001174002
001173011 FOUND 5/1 REBAR AND
CAP, A.WOOD #23911.
(DATE VISITED 7-28-20)
NELSON'S LANDING ROAD
FOUND 1/2" REBAR
I WITH NO CAP, (DATE
VISITED 7-28-20)
001174020
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
10.10'
N1'5T47"E
L2
10.00'
S8'47'27"E
L3
24.03'
S81'12'33"W
1
10.00'
S8'47'27"E
LS
10.00'
N8'47'27"W
L6
10.00'
N8'4T27"W
001174015
LEGEND
® CALCULATED MONUMENT POSITION
O CORNER FOUND AS NOTED
N88-02 13"W 1758,85'
I I
I I
001174014
I I
I I
I
I I
0 1•0 200
SCALE IN FEET
001174017
125.64' h�0�105� /
001174018
FOUND 1/2" REBAR AND
CAP, FISCHER #2?445,
(DATE VISITED 7-29-20) k1FOUND
5/8" REBAR AND
CAP, LS #35986,
(DATE VISITED 7-29-20)
I
I
I 1
SHEET 2 of 5
CARBON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9441 BLA TACOMA, WASFUNGTON 98444-6247 7
7/2/2021 (253)474-3404 / FAX (253)472-7358
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
Cl
60.78'
100.00'
34'49'29"
C2
64.97'
100.00'
37'13'34"
C3
35.86'
100.00'
20'32'56"
C4
24.59'
100.00'
14*05*30"
C5
53.70'
100.00'
30'46'08"
C6
72.27'
100.00'
41'24'35"
C7
4.16'
100.00'
2'22'58"
C8
8.75'
100.00'
5'00'39"
C9
63.53'
100.00'
36'23'55"
CIO
68.11'
100.00'
39'01'37"
C11
122.40'
1939,86'
3'36'55"
C12
47.96'
1939.86'
1'24'59"
C13
84.26'
230.00'
20'59'28"
C14
93.85'
500.00'
10*45'14"
C15
56.31'
j 300.00'
10-45'14-
C16
46.83'
339.61'
7'54'04"
C17
17.92'
300.00'
325'23"
C18
62.37'
300.00'
11'54'41"
C19
127.75'
300.00'
24'23'52"
C20
40.75'
300.00'
7'46'56"
C21
87.00'
300.00'
16-36'56"
C22
80.29'
300.00'
15'20'04"
BOUNDARY LINE ADJUSTMENT SURVEY 110,1011 BOUNDARY LINE ADJUSTMENT
A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE ' I 0 1
1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M. i Rpp, 1 \�� -- NO. MLA20-00152 / SUB20-00018
JEFFERSON COUNTY, WASHINGTON�� f N I
FOR rN
- - - - - - - - - - - - - - - - - - - - - - - - CAPE GEORGE LAND COMPANY, LLC �_- \ I I
5134833"W �~� AL370.06'9" 10' 10' I R=120.00
11.7MI 1II ' P?. I
I1 _ A=18'09'14" �I-20�R=80.00
A=18'09'14" L=25.35'
L 5�2.2'I co
L=57.1''3802 n
R=80.0 I11.8� c6'064.'
-------------------------
DETAIL AREA DETAIL AREA B
SCALE: 1"=40' _ - SCALE: 1"=40' 20.1'
DETAIL AREA C _ __-__- _I
III IIo`_I
-
SCALE: 1"=40' DETAIL AREA A.
I
4 -"I L
-
148.74' 151.26' S 8-02'13"E 1760.27' SCALE: 1"=60'
20.1IIII
100 0 100 200 CPARCEL AW .00150.00' 119.51
125.06' SCALE IN FEET
0 1ss52 SF PARCEL AV PARCEL AU n aa.z3' so.23' ss.zs
ilsss'
a PARCEL AT v^ 20' -I 1 to .4a 9.85 PARC
0 15,624 SF m 17,074 SF n a z I II Q ¢ J4 Y 8 147.02' 55. 8 .1
N 17,477 SF J Q N CL rn U o Q I �_ N Q w „, Q w EL AJ PARCEL AI 1 9
'S88'02'13"E 143.26' �lXp 25.32' n w "4 J a Q o Q w w N a a w .r o o J r; ^ N o 12,531 SF o
- - - - S89'48'18"E 243.32' - - - _ J* U K? w � "� n o N J I � a ° J � 15,039 SF � o N OV,M
L47 1 .07' _0 Q � „<o � o ry W m w w N w. A , n l U U N rn
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o L24 a `� a �n_N81'12' L28 J
N 17,498 SF 1L45 / n B C17 w w v w uN __ -<. r-- 7- --- -- 130.00 y U o
/ w C� U Nn w 97.00' L25 C15 - 114.04'_ SEE L m
36 _ ^ o � w d ?• m E 326.45' - 95.64 C14 106.96' _ DETAIL W \ o Q
d U o m Q _ 81'12'33" 90.60' 86' --- --- --- -- ? a N
L35 Q n m m N N x N 110. v --L26 PARCEL AG
m ^ 00 4 e ``' ! ` _CL 88.59' m /U o o w PARCEL AF, ^
iM m 4- N fn a J m r� 9 i 1 90.00' _ - d \ Q n m N m o r9� an.
�. N J 4a _ _ Q PARCEL AE
b' ^ N z i') J J o w °0 w n ^ `-� 90.00' - z m w N N 12,596 SF o iv 13,729 SF
I \ N w ° W U n U a w n `!S� !p0 G G 3 .56 _ . -.� m J N I w o w o 12,536 SF o b L37 C11 C12
PARCEL AY `t N N U° N un t� v m m Q ^ U m f7 c9�-'ce m w' N w m NI U m U o z
t0 J tp Q , j Q ,N _ CL ! / Z/ � J N J w 0 J C.i M I O I W N In 116.04'
20,640 SF m w m ^.r d rn rn N in _ ci�,�-'� G6 m vi`i w $ U `o°• ` ¢ I I CL v} CL 100.45' rn I
`v rNi CL
C8 N J o U `q a CL I z I 33.00'
Q N i w O P Q i I 127.45' 3'� 408.06' o
w N N81' 12' 33"E 561.55' - 85.50 59.05 U Lq Q o 0- 0 50.55 - $81' 12'3
80.21' 138.89, z PARCEL BL � � $ o $ 4 94.60'
C� C4 _ -'t, 69. 70.58' 'Lz, o p w Q b 90,00'
_ 08 13S,89' PARCEL BK o 12,589 SF o CL o 90.00' LS 4'
\,z o' 12,500 SF o 91.92' a N81'173 "E 260.8 149.66' I
95.05 139.,9' __ PARCEL BJ oN
U � 3 14' z > o I 131.99' RD L6 _ 112A PARCEL AA
/ m LL C5 _85___ .� PARCEL BI o 12,500 SF I
_ o N GE
-� PARCEL BH o -- 12,563 SF q� I 138•891187.73' CAPE GEOR 53.96 15,005 SF o N
rl U a' 12,500 SF o I £ 138.89' S81'if33* 101.82' PARCEL AB
I I Q "� I 139.59 101.82 a 14,143 SF o N85'30'23"E
CL ^L3 I 136.30' 1079J5' 112A0' X w o; ,) °D� 309.31'
N81'12'33"E 127.28' I I- 20' J N 6N w n 14696' n
a5.00' 20'-•-I PARCEL V W On U ^4 w
I. 216.22' PARCEL U I U n n
n I � 12,771 SF � L n
L4 0 L2 PARCEL T 12,606 SF,P, CL
I IRtiG 0 L53 M
N81.12'33"E. _ 366.66' OPEN SPACE J 16,767 SF-----.,,� ��---j -- z
o I 143.41 17,810 SF 212.76' 125.24' 110.21' 40.08' -L54 160,31'
503.78' SSS 31'OS"W 1460.24'
N
L1 _
g RAILROAD AVENUE
162.35' I-- PARCEL Z
PARCEL Y M
M o 12,703 SF
12,721 SF °D Nn SEE DETAIL 'C'
0
S85'34'21"E
I N88'31'05"E 1616.65'
a 80.07'
129.2T 125.24' 118.23' 112.22 105.20' 100.19' 90.17' 90.17' 90.17' 80.15' 80.15' 80.15' 80.15' 80.15' 80.15' 80.15 80.15 L212 I
M m o w
•I n - u1 _ cv Mo m ao Iq
PARCEL R o PARCEL Q J J J Y v LL of W o ad r m �? Q o
vI N N N J to J vl J to u] J (n .�- W N J N J N J N ^ J N J N - J I) m J N J fLL/1 W
m W v - W rn n W m W co W sr W N W W rn W ,n W O W ,n W O W ,o W O al
_PARCEL S_ �_t3,593 SF -' 13,695 SF -� U U. -� U ;� -' U J U N U U. U ^ U iO U d' U U °� U O >i U °D U u' w m
Lq 22
13,035 SF ----- ------ M M 7 N n O N O O O n O N n O CC O N L N N d _--Q.. .-Q-,-.-- Q .,-.-- M O N Q P M t2 d= O V� < O L6 Lo N OL f
_Q Q v Q Q t Q a Q :r Q Q * Q Q 9 Q o
W W W d - - d--- O- a----. o-� - O W O O_ CL O O d O d O m
125.00' 118.00, ti N y - - y - - - - y- v`Vi- _ - - Iv. - - - _ N_ i� d c aL
112.00' 105.00' 100.00' ti
40' ACCESS & UTILITY EASEMENT 90.o0 90.00' 90.00' 80.00' 80.00' 80.00'
80.00'
80.00' 80.00, 80.00, 80.00,
N88'02'13 1758.85' 80.00' 80.00' � \\
LANDING ROAD SEE DETAIL 'D'
LEGEND
(D CALCULATED MONUMENT POSITION
O CORNER FOUND AS NOTED(SEE SHEET 2 FOR DESCRIPTIONS)
• SET REBAR & CAP, BATTEY 30425
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
10.10'
N1'57'47"E
L2
10.00'
S8'47'27"E
L3
24,03'
S81'12'33"W
L4
10.00'
S8'47'27"E
L5
10.00'
N8'47'27"W
1-6
10.00'
N8'47'27"W
L7
143.41'
N81'12'33"E
LB
97.21'
N1'57'47"E
L9
104.98'
S2'04'02'W
L10
112.50'
S2'04'02"W
L11
119.61'
S2'04'02'W
L12
126.35'
S2'04'02"W
L13
132.67'
S2'04'02"W
L14
138.69'
S2'04'02"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L15
144.11'
S2'04'02"W
L16
65.18'
S2'03'35"W
L17
92.74'
S2'03'35"W
L18
108.96'
N2'03'35"E
L19
123.24'
S2'03'35"W
L21
14.55'
N88'31'05"E
L22
65.53'
S85'34'21"E
L23
3.01'
N81'12'33"E
L24
9.96'
S88'02'13"E
L25
34.86'
S88'02'13'E
L26
22.58'
N81'12'33"E
L27
6.62'
N81'12'33"E
L28
40.17'
N81'12'33"E
L29
53.40'
N1'12'27"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L30
72.59'
N1'12'27"W
L31
33.85
N5'58'03"W
L32
16.17'
N25'19'19"W
L33
27.06'
S87'55'58"E
L34
146.15'
S2'1O'02"E
L35
71,63'
S88'02'13"E
L36
105.78'
N63'01'43"E
L37
31.13'
S81'72'33"W
L38
32.00'
S2'04'02"W
L39
50.00'
S14'25'43"W
L40
37.52'
N55'49'22"W
L41
101.22'
S43'49'40"W
L42
64.10'
S14'25'43"W
L43
65.71'
S1'57'47"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L44
98.54'
N55'49'22"W
L45
20.63'
N89'48'18'W
L46
36,50'
N89'48'18"W
L47
57.13'
S89'48'18"E
L49
63.98'
N50'04'22"W
L50
42.86'
N50'04'22"W
L51
106.84'
S50'04'22"E
L52
116.18'
N2'03'35"E
L53
60.11'
N88'31'05"E
L54
20.04'
N2'03'35"E
SHEET 3 of 5
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9441 BlA TACOMA, WASHINGTON 98444-6247 sk
7�2�2021 (253)474-3404 / FAX (253)472-7358
A
F]
LEGEND
® TEST PIT
BOUNDARY LINE ADJUSTMENT SURVEY
A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE
1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M.
JEFFERSON COUNTY, WASHINGTON
FOR
CAPE GEORGE LAND COMPANY, LLC
BOUNDARY LINE ADJUSTMENT
NO. MLA20-00152 / SUB20-0001$
100 0 100 200
® ® ® ® ® SCALE IN FEET
AW ®AV ® ® ® ® 1 1 _
® AU®® AT ® AS ® AR ® ® ® 1 1 ® ® ® ®
'- ------ ®-------------® ® ® ® ® ® AN i i AM AL AK ®AJ ® ® AI
AP
---- ---- ---
®®qQ --- ® L_
® ® ® ® ® AG
® IRg ®BC BD BE ® BF �`� ,-- 1
/� ,� ®BO RP ii i®AC ®AD® ®E
Al® B
® AZ i
Bfi
'® ® BM
BL
co
BG —� — BH ® �I ® ® CAPE GEORGE ® ® ® AA®
® AB i
r \
® o ® ® ® ® i Is ®® W ® ® X
V Y® ice® ®Z
rn T ® ® U
i
OPEN SPACE ------ \
0
0
g RAILROAD AVENUE
AH
CZ
® ® ® ® ® ® ® ® ® ® ® ®
® ® ® ® ® ® ® ® ® ® ® ®® ® ®® K ® K® ®� ® H® G® F ® D C ® B ® A
--- 5--- -- --R--- -- --® ----P - N ®M® ® ® ®® ® ® ® I ® ® ® E ® ® ®
-----
----
SHEET4of5
LARSON
AND ASSOCIATES
7,1 LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9441 BLA TACOMA, WASHINGTON 98444-6247N
7/2/2021 (253)474-3404 / FAX (253)472-7358
9
0
0
al
LEGEND
PROPOSED 20' WIDE "CLEARING
RESTRICTED BUFFER AREA"
AW
AX
AZ
A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE
1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M.
JEFFERSON COUNTY, WASHINGTON
FOR
CAPE GEORGE LAND COMPANY, LLC
BOUNDARY LINE ADJUSTMENT
NO. MLA20-00152 / SUB20-00018
i
i
100 0 100 200
SCALE IN FEET
AJ AI
r�
--
AF
AG
BA BB BC BD BE BF �l
BL
---- - BK
AV
----- ---- AU--- --- AT
i
AR
AO AN i �I AM
AP ; I
AL I AK
BO BP I i AC AD AE
BM BN ,nirT'
BBJ
I GEORGERD
BG BHCAPE
i
0 o T U V
OPEN SPACE 77,' irrliz77Zz7i%/T/il- ---- ---- --
a
0
RAILROAD AVENUE
'77
/
F
AIN
X -1 Z
NOTE: ALTERNATE CLEARING RESTRICTION
METHODS MAY BE PURSUED IN AREAS
IMPACTED BY ACCESS ROADWAYS
0
0
--5- R Q P p IN
K K J I H G F E p C B A,
---- ---- ----- ---- ---- ----- ---- ---- -
NOTE: ALTERNATE CLEARING RESTRICTION
METHODS MAY BE PURSUED IN AREAS
IMPACTED BY ACCESS ROADWAYS
SHEET 5 of 5 1
LARSON
AND ASSOCIATES
LAND SURVEYORS
ENGINEERS
PLANNERS
9027 PACIFIC AVENUE, SUITE 4
9441 BLA TACOMA, WASHINGTON 98444-6247
7/2/2021 (253)474-3404 / PAX (253)472-7358