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Home My WebLink AboutBLA adjustment survey(master maps)(1-7-2021)NOTICE 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 _ ^ COUNTY, WA 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) L 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) I DECLARATION: 8 17 NORTH 1/4 CORNER SECTION 17 CALC PER VOL 23 OF I SURVEYS PG 64-69, RECORD OF JEFFERSON COUNTY, WA 001171032 I N ul �n m 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 APPROVALS: ADMINISTRATOR, JEFFERSON COUNTY DEPARTMENT DATE OF COMMUNITY DEVELOPMENT JEFFERSON COUNTY ASSESSOR 001171033 S88'02'13"E 1760.27' ITJ I�I I�I I I I�I OR !II i�l I�I I�I SIDE I I ! L--- I — — II! I'I I I ii I RGE RD 1 12'33"w ,187.73' CAPE GEO ! SS ttL3 00 L4 a CD L2 o L7 - 0 0 --FOUND 5/8" REBAR AND CAP, WENGLER #26304 (DATE VISITED 7-2-20) '--N1'57'47"E 97.21' \-FOUND 1/2" REBAR AND 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. —7SOUTH 1/4 CORNER SECTION 17 CALC PER VOL 23 OF CAPE GEORGE LAND COMPANY, LLC SURVEYS PG 64-69, RECORD OF JEFFERSON BY: COUNTY, WA LEGAL DESCRIPTIONS: FOR LEGAL DESCRIPTIONS AND THE STATEMENTS OF INTENT SEE AUDITOR'S FILE NUMBER , RECORDS OF JEFFERSON COUNTY, WASHINGTON. N81' 12'33"E 1079.15 SITE S88'31'05"W 1460.24' RAILROAD AVENUE 963600001 N88'31'05"E 1616.65' NP8'02'13"W 1758.85' 001174020 I 1 001174015 001174014 I I I I i � I I 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 L6 10.00' N8'47'27"W L7 143.41' N81'12'33"E AUDITOR'S CERTIFICATE MAP INDEX III III SITCE ; I ! III III 001174017 SHEET 1 BOUNDARY CONTROL, SURVEYOR'S 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 ® CALCULATED MONUMENT POSITION O CORNER FOUND AS NOTED DATE 001171014 0014171015 FOUND 5/8' REBAR AND CAP, A. WOOD #23911, (DATE VISITED 7-29-20) ICI ICI ill I�I I�i I'i IA=5'01'54I I ! R=1939.86 I----� L-- L=170.36' 12'33,.W 408.06' S81' L5 60.84' Go�N81' 12' 33"E 2 1 ! L6 °N ! ! i cn I I I 0 Q S85'34'21 "E r— - - FOUND 5/8" REBAR 145.60 — AND CAP, WENGLER / 963304101 #26340, (DATE FOUND 5/8" REBAR AND VISITED 7-29-20) CAP, WENGLER #26340, - - — / (DATE VISITED 7-29-20) o 0 o 963304102 cn �O - 06 FOUND 1/2" REBAR AND ' CAP, FISCHER #2?445, (DATE VISITED 7-29-20) FOUND 5/8" REBAR 001174018 I AND CAP, LS #35986, (DATE VISITED 7-29-20) I FE o� o 00 cN 1 FOUND 5/8" REBAR AND CAP, A. WOOD #23911, JI (DATE VISITED 7-29-20) i BOUNDARY LINE ADJUSTMENT NO. MLA20— /SUB20- 150 0 150 300 SCALE IN FEET 963303903 FOUND 5/8" REBAR AND CAP, A.WOOD #23911, (DATE VISITED 7-29-20) 963303902 "THIS SURVEY WAS PERFORMED BY A COMBINATION OF CONVENTIONAL FIELD TRAVERSE, (UTILIZING A TRIMBLE S5 OR S6 TOTAL STATION) AND GPS RTK ROVER METHODOLOGY L SURVEY COMPLIES WITH ALL STANDARDS UIDELINES OF THE SURVEY RECORDING ACT TER 58.09 RCW AND 332-130-070 WAC" I963304002 i 963304004 I — 963304005 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 DEVELOPMENT, LLC., IN DECEMBER, 2020 THOMAS E. BATTEY, P.L.S. DATE CERTIFICATE NO. 30425 17 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 47 9441 BLA TACOMA, WASHINGTON 98444-6247 1213112020 (253)474-3404 / FAX (253) 472-7358 LLAail 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- /SUB20- 1 001171032 I 001171033 I001171014 I 0014171015 1 I r77777 FOUND 5/8' REBAR AND CAP, AWOOD #23911, (DATE VISITED 7-29-20) _S88'02'13"E 1760.27'I �l 1 2511.46' -� 1, 251.47' �� 251.47' I251.46' 963303903 I- ,--- ---- ---- I I I I 1 I I� j� 251.47' 001172008 `n _ Q i I oo L6 - - - - - - - _ I I - I I ✓ FOUND 5/8" REBAR AND - •-I I��-7�I5I.rnr3-III9__'' —_--- -I� -01 - -- � II IIrnR I=I II 1I 9I I I 1�I o ° —I Io ' -- CAP, A---P--, - -A.WO--O-D-- ---- # - -2 3911,r (DATE VISITED 7-29 20 ) 00 0°'� 0N N INN 61 N 1�n °IO6IIp0I I0963303902NV�N6oN vgI ---- —� � T — icF T JG I 1 T N --T---- N --N FOUND 1/2" REBAR AND /_ IRVINGTON ADDITIONI TO THE CITY OF =344'51" L=126.88' 125.71 PORT TOWNSEND N A=1'17'03" L=43.48' FOUND 5/8" REBAR ANDCAP, LS#11520, 251.40L0.7' N OF CALC POSITION CAP, A. WOOD #23911,��K - _ -51.40' I— — —(DATE VISITED 7-7-20) 251.41' - 8'02'13"E 1489.25 5.41' `I (DATE VISITED 7-29-20) 1 212.41' 036 39.86 6' CENTER OF SECTION 17 9566"W 080o 963601101 34 CALC PER VOL 23 OF 23 SURVEYS PG 64-69, U'i_ 25593RECORD OF JEFFERSON o�6I I 6 L5 COUNTY, WA cqn_ 260.84' - N00 00 -76.67 cv 963304002 000 255.L6 AB4.17 c 001173011 °' 11$7.73CGEORGER73.6TI55.88 APE --Ir�- 6 ROS VOL 61 I33 �PAGE 47255.91a I I ---� 963600506255.55 079.75' -t--- `°'� L155.88FOUND 5/8" REBAR AND 105.79 963304004NCAP, WENGLER #26304, 01- (DATE VISITED 7-2-20) r — — —— I- ----L4 255.86 L2 81'1233"Eo 38.43 251.80 251.81 0 143.41 963602p01 251.79251.79 377.67+ S88'31'05"W 1460.24' 963304005 FOUND 5/8" REBAR AND o CAP, WENGLER 26340, L1 •' FOUND 5/8" REBAR AND # 001173011 CAP, WENGLER #26304, (DATE VISITED 7-2-20) RAILROAD AVENUE 963600001 (DATE VISITED 7-29-20) o (— FOUND 5/8" REBAR AND CAP, I WENGLER #26304 (DATE VISITED N88'31'05"E 1616.65' I I I I l----�I8' 231.94' ---- 1 -125-.77 251.76 I 251.7---- ----�1- - 1 963304101251..251.78-001173013 125.88' FOUND 5/8" REBAR AND I � I I t�I I IL —I IwI I I�^o— / , / I iI i I I I C- A 1P0,� WENGLER ,'#26340,0 00 io Ln m o CD .r 00— 00(DATE VISITED 7-29-20) °o�FOUND 5/8" REBAR AND ,n p- to 0"6N 963304102_ N-z o-CAP, WENGLER #26304c6I gto (DATE VISITED 7-2-20) 125.64' — 251.26- _ _ -251.26001173011 251.26 FOUND 1/2" REBAR AND 251.26, CAP, CAP DESTROYED, �25I6 W1758.85251.26' (DATE VISITED 7-2-20) 125.64- I 001174020 I i i FOUND 1/2" REBAR AND o 001174002 I I 0 001173011 FOUND 5/8" REBAR AND I 001174015 � CAP, A.WOOD #23911. 1 001174014 001174017 CAP, FISCHER #2.445, (DATE VISITED 7-28-20) (DATE VISITED 7-29-20) - - - - NELSON'S LANDING ROAD I CAP, FOUND S/#3 REBAR,AND I I FOUND 1/2" REBAR I I I (DATE VISITED 7-29-20) WITH NO CAP, (DATE I VISITED 7-28-20) I I ! I LINE TABLE LINE # LENGTH DIRECTION L1 10.10' N1'57'47"E L2 10.00' S8'47'27"E L3 24.03' 1 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 LEGEND ® CALCULATED MONUMENT POSITION O CORNER FOUND AS NOTED SHEET 2 of 5 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS PLANNERS ETACOMA, 7 PACIFIC AVENUE, SUITE 4 9441 BLA WASHINGTON 98444-62471213112020)474-3404 / FAX (253)472-7358 � I NI IN I I I � 20' / DETAIL AREA A SCALE: 1 "=40' 20' ---I J1 I oN �20, N I I �L�/ �1 i I I I I I ' L DETAIL AREA B SCALE: 1 "=40' j 20' --I I I - IL I� I I I � i II tid \ I I l\ -s- DETAIL AREA C SCALE: 1 "=40' BOUNDARY LINE ADJUSTMENT NO. MLA20- /SUB20- 100 0 100 200 SCALE: 1 =40 SCALE IN FEET 150.00' 150.00' S 8'02'13"E 1760.27' 150.00' 150.00' 122 28' o PARCEL BD o PARCEL BC-o . PARCEL AX PARCEL AW 122.2s' 88.23' so.23' 95.25' oo' 15,000 SF in 6 15,000 SF «� o O 6 o � � o I l 116.99' � 104.48' 89.85' 1 r o 14,250 SF co 13 125 SF � �-PARCEL AS - PARCEL AR - o SEE DETAIL 'A' Ki r' m °�' 00 O ^ r 14 369 SF o o J N88'02'13"N! c^v_ - SEE DETAIL 'A' ul)13,844 SF o d QOw Q Q N 150.00' i N Q o N J N I J o PARCEL AK 150.00' \ S88'02'13"E 150.00' c� - N87'49'58"E J 00 -� co w w � tt w ^ v co w N 13,255 SF m 0 150.00' / co / SEE DETAIL A I w U ,pe)� I U o r� U N88'02'13"W w I !'� ;'' I N I 126.60' w w I iv ui �r o N88•o2'13"W ^ o PARCEL AV U U o re s N N o PARCEL AY 00 o �^ I o d_ poi d b `n d^ 126.00' \ u' CD 0 `T o Q I a� Q N Q o tv c,i o PARCEL BE I o PARCEL BB �a M 14,025 SF ,^oj � 13,125 SF ice^ N$8'02'13"W I No o o N d / o`-o- L27 --a - - -- `L34 ) PARCEL AT N PARCEL AQ ,o o N � _ _ -= C2 L28 L33 C3 16,500 SF z I 16,500 SF 2 S88-02'13"E z d- - U N w N88'02'13"W 150.00'N �o a? 0 12,631 SF o `4 - - 95.64' 150.00' yl �r r, o (n_ _ - - i� - rr 20' -- I I- - 20' O 15,111 SF o o _ - 9, g0.60' 129.44' / L26 - - - - - - - W - w PARCEL AU "' _ T aa'S N U o o a ;n 150.00' I N - �' ' 71' 108.00� - - \ o `� Q w J cn iv PARCEL AZ z N88'02'13"W I 150.00' °' 12,817 SF ' - - - / 131. 93,00' - _ P m L- . N w co I N88'02'13"W ao ^ - -z Oy cn rn I -� J M o PARCEL BF 1 CO 15,065 SF �a`Do rn !-131.71 93.00' z -- co m I o z w iti U o U `n to PARCEL BA �__ - -co• �- P cn � wo¢o a IUC o �^i z 17,967 SF I 16,036 SF °' 3„E 937.50 152• 93.00' Z - 93. m J cn J w o � coo I I Q N Q �' 12' 3 _- w, z w N w N I N L32100.45' ----- �J 152.68 93.00' _ z P m w J (n � w o � U Q 4o, w cn m - - -.� 7' 00' (n o : U o o m I 33.00' 90 g3. -Z J o? m N w w N P Q o I 50.55' 127.45' 112'33"W 40a.06 L23 C7 C8 5, g3.00 -z Y- m w t J N w NN P Q o m o 113.18 S8 Cl L24 L25 C5 C6 46.0 _ m J cn w oN g M Q o n- oo 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 GEOrRGE LAND COMPANY, LLC - - L \ \ �y--grin - - - ®- •.,< 00 S73 4b1'51 - > " ` A=33'26'59" I / cd \\ 57' L=70.06' I 1 I--20' 1 I R=120.00 I-� 11.7'1-�- _ l-- I ( - - �A=18-09'14" I I R=80.00 .n I 0=18'09'14" L=25.35' R=120.00 S73 4a22 - A=41'24'14 I L=38.02'� 5� L=57.81' I `� R=80.00 1 ---------------------------- DETAIL AREA D SCALE: 1 "=40' 17.5--1 1--- G �_--1 ( I to I I \ I- -- 45 I / - - - - ---- DETAIL AREA E C7 27.67' -,Tr-'104 147.02' 55.98' JARCEL Al !ram L' 12,540 SF �- m°QN- L40 Q� 00 L39 L35 L36 -C4- M w w _ - SEE DETAIL 'B' \ o• Q o w o 0 o PARCEL AG �n �. �, U L 0 0 13,721 SF C13 ! •- o L37 C12 Q °l 16.04' ---------z - --- m N w O U �? -' P o 0 1 L5 co m .A OD ul N J o 't U o P o < 93.00' 12, 3 „E 260.a4' z 2 u- w w N ,� Q o 0 00' o 00 N81 148• m Qa m cn N w o U o Q P. m o 93. m cn N w ci J= 0 Q o w o p 93.00' GC RD - 112.18' r� '- ,�, ro -� w � � � Q � o o- 0 93.o E GEOR C- Ls PARCEL AA `' 00 °^° C) o Q N o m o 0 93.00' 33"W 1187.73' CAP 82' 53.96' PARCEL AE^ _ 15,005 SF o m r �n � m b 93.00' 581.12 101. o 0 14,143 SF Q rn o C 93.00 101.82' 40'--I o� coo I-•-�, roo-, N85'30'23"E o m L3 90.00' 1079.75 112.00' � w x w I (\ -� - - - - - _ / c I 309.31' gp 00 $1 12'33„E 127.28' uj (n J N I :d .� 146.96' r rn 0 L1 0 1 0 ilk `� U ^ -r' PARCEL Z o0 0 85.00 ^ PARCEL V o w h o W o I w 162.35' - `� I -co ''� ! 216.22' PARCEL U � N I _ PARCEL Y � �_► o N o =� 12,771 SF =� m � Q o I o\ 12,703 SF o L4 o L2 PARCEL T 12,606 SF -' m j Mo cO 12,721 SF '02 33'E II d I SEE DETAIL 'C' o Na1'12' - 366.66' OPEN SPACE c.J° 16,767 SF /------- -----1 ------ --- ! ! 41 I J 110.21' 100.19' 100.19' Z ^ 1 161.60' 146.28' 143. 17,810 SF _ 212.76' 125.24 503.78' S88'31'05"W 1460.24' 129.27' _ °°_ PARCEL S 13,035 SF 128.85' SEE DETAIL 'E' o 0 0 RAILROAD AVENUE S85'34'21"E N88'31'05"E 1616.65' 1 5.60' 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' L22 80.07' L21 � 118.23' 112.22' 125.24' to �n r\ 1b o Lo Lo o ^ d N O °O co °p �t w - PARCEL R PARCEL Q z u- -' � Y -' �; ,� _ ,� `� ' ` �`' u- 0 o � 0 U � � m Q J (n -j N J cn N to N (n J In (n co (n ^ (n (n co (n 0Mj Ll O N J J J -� w J -i J -J -1 -1 J o J N of o W d W o M W op W cn w� W N W o d W o W �n W O W �_ W O W co W O -�- 13,593 SF 13,695 SF U^ U J (� -' U^ V N f U o U of U^ U �n U U r7 U � U o U oo ,n w �n .- ------ CK N �^ N� N� c N ' N ^ N N if) N O) N N U d• U s� M M M N M O prj O nj O N O ,,,j O ry rl O d' O d- O N � N -..Q - Q -- --Q -.Q •- Q d- Q Q Q � O W W EL W- -- -•W- -- o--a,--- O W O Q p Q d- Q Q �t Q Q Q O N 125.00' 118.00 N 04 N - - N- �- ----- N (n--- (" N w o�� 112.00' 105.00' 100.00' N U' - - - - - - - (n - 40' ACCESS & UTILITY EASEMENT 90 00' 90.00, 90.00' (" _ c 80.00' 80.00' 80.00 80.00' 80.00' 80.00' � - \ N88'02' 13' W 1758.85' 80.00' 80.00' 80.00' 80.00' ` ~ \ \\ NELSON'S LANDING ROAD LEGEND (D CALCULATED MONUMENT POSITION O CORNER FOUND AS NOTED(SEE SHEET 2 FOR DESCRIPTIONS) • SET REBAR & CAP, BATTEY 30425 LINE TABLE ---------z - --- m N w O U �? -' P o 0 1 L5 co m .A OD ul N J o 't U o P o < 93.00' 12, 3 „E 260.a4' z 2 u- w w N ,� Q o 0 00' o 00 N81 148• m Qa m cn N w o U o Q P. m o 93. m cn N w ci J= 0 Q o w o p 93.00' GC RD - 112.18' r� '- ,�, ro -� w � � � Q � o o- 0 93.o E GEOR C- Ls PARCEL AA `' 00 °^° C) o Q N o m o 0 93.00' 33"W 1187.73' CAP 82' 53.96' PARCEL AE^ _ 15,005 SF o m r �n � m b 93.00' 581.12 101. o 0 14,143 SF Q rn o C 93.00 101.82' 40'--I o� coo I-•-�, roo-, N85'30'23"E o m L3 90.00' 1079.75 112.00' � w x w I (\ -� - - - - - _ / c I 309.31' gp 00 $1 12'33„E 127.28' uj (n J N I :d .� 146.96' r rn 0 L1 0 1 0 ilk `� U ^ -r' PARCEL Z o0 0 85.00 ^ PARCEL V o w h o W o I w 162.35' - `� I -co ''� ! 216.22' PARCEL U � N I _ PARCEL Y � �_► o N o =� 12,771 SF =� m � Q o I o\ 12,703 SF o L4 o L2 PARCEL T 12,606 SF -' m j Mo cO 12,721 SF '02 33'E II d I SEE DETAIL 'C' o Na1'12' - 366.66' OPEN SPACE c.J° 16,767 SF /------- -----1 ------ --- ! ! 41 I J 110.21' 100.19' 100.19' Z ^ 1 161.60' 146.28' 143. 17,810 SF _ 212.76' 125.24 503.78' S88'31'05"W 1460.24' 129.27' _ °°_ PARCEL S 13,035 SF 128.85' SEE DETAIL 'E' o 0 0 RAILROAD AVENUE S85'34'21"E N88'31'05"E 1616.65' 1 5.60' 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' L22 80.07' L21 � 118.23' 112.22' 125.24' to �n r\ 1b o Lo Lo o ^ d N O °O co °p �t w - PARCEL R PARCEL Q z u- -' � Y -' �; ,� _ ,� `� ' ` �`' u- 0 o � 0 U � � m Q J (n -j N J cn N to N (n J In (n co (n ^ (n (n co (n 0Mj Ll O N J J J -� w J -i J -J -1 -1 J o J N of o W d W o M W op W cn w� W N W o d W o W �n W O W �_ W O W co W O -�- 13,593 SF 13,695 SF U^ U J (� -' U^ V N f U o U of U^ U �n U U r7 U � U o U oo ,n w �n .- ------ CK N �^ N� N� c N ' N ^ N N if) N O) N N U d• U s� M M M N M O prj O nj O N O ,,,j O ry rl O d' O d- O N � N -..Q - Q -- --Q -.Q •- Q d- Q Q Q � O W W EL W- -- -•W- -- o--a,--- O W O Q p Q d- Q Q �t Q Q Q O N 125.00' 118.00 N 04 N - - N- �- ----- N (n--- (" N w o�� 112.00' 105.00' 100.00' N U' - - - - - - - (n - 40' ACCESS & UTILITY EASEMENT 90 00' 90.00, 90.00' (" _ c 80.00' 80.00' 80.00 80.00' 80.00' 80.00' � - \ N88'02' 13' W 1758.85' 80.00' 80.00' 80.00' 80.00' ` ~ \ \\ NELSON'S LANDING ROAD LEGEND (D CALCULATED MONUMENT POSITION O CORNER FOUND AS NOTED(SEE SHEET 2 FOR DESCRIPTIONS) • SET REBAR & CAP, BATTEY 30425 LINE TABLE rn 0 L1 0 1 0 ilk `� U ^ -r' PARCEL Z o0 0 85.00 ^ PARCEL V o w h o W o I w 162.35' - `� I -co ''� ! 216.22' PARCEL U � N I _ PARCEL Y � �_► o N o =� 12,771 SF =� m � Q o I o\ 12,703 SF o L4 o L2 PARCEL T 12,606 SF -' m j Mo cO 12,721 SF '02 33'E II d I SEE DETAIL 'C' o Na1'12' - 366.66' OPEN SPACE c.J° 16,767 SF /------- -----1 ------ --- ! ! 41 I J 110.21' 100.19' 100.19' Z ^ 1 161.60' 146.28' 143. 17,810 SF _ 212.76' 125.24 503.78' S88'31'05"W 1460.24' 129.27' _ °°_ PARCEL S 13,035 SF 128.85' SEE DETAIL 'E' o 0 0 RAILROAD AVENUE S85'34'21"E N88'31'05"E 1616.65' 1 5.60' 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' L22 80.07' L21 � 118.23' 112.22' 125.24' to �n r\ 1b o Lo Lo o ^ d N O °O co °p �t w - PARCEL R PARCEL Q z u- -' � Y -' �; ,� _ ,� `� ' ` �`' u- 0 o � 0 U � � m Q J (n -j N J cn N to N (n J In (n co (n ^ (n (n co (n 0Mj Ll O N J J J -� w J -i J -J -1 -1 J o J N of o W d W o M W op W cn w� W N W o d W o W �n W O W �_ W O W co W O -�- 13,593 SF 13,695 SF U^ U J (� -' U^ V N f U o U of U^ U �n U U r7 U � U o U oo ,n w �n .- ------ CK N �^ N� N� c N ' N ^ N N if) N O) N N U d• U s� M M M N M O prj O nj O N O ,,,j O ry rl O d' O d- O N � N -..Q - Q -- --Q -.Q •- Q d- Q Q Q � O W W EL W- -- -•W- -- o--a,--- O W O Q p Q d- Q Q �t Q Q Q O N 125.00' 118.00 N 04 N - - N- �- ----- N (n--- (" N w o�� 112.00' 105.00' 100.00' N U' - - - - - - - (n - 40' ACCESS & UTILITY EASEMENT 90 00' 90.00, 90.00' (" _ c 80.00' 80.00' 80.00 80.00' 80.00' 80.00' � - \ N88'02' 13' W 1758.85' 80.00' 80.00' 80.00' 80.00' ` ~ \ \\ NELSON'S LANDING ROAD LEGEND (D CALCULATED MONUMENT POSITION O CORNER FOUND AS NOTED(SEE SHEET 2 FOR DESCRIPTIONS) • SET REBAR & CAP, BATTEY 30425 LINE TABLE 129.27' _ °°_ PARCEL S 13,035 SF 128.85' SEE DETAIL 'E' o 0 0 RAILROAD AVENUE S85'34'21"E N88'31'05"E 1616.65' 1 5.60' 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' L22 80.07' L21 � 118.23' 112.22' 125.24' to �n r\ 1b o Lo Lo o ^ d N O °O co °p �t w - PARCEL R PARCEL Q z u- -' � Y -' �; ,� _ ,� `� ' ` �`' u- 0 o � 0 U � � m Q J (n -j N J cn N to N (n J In (n co (n ^ (n (n co (n 0Mj Ll O N J J J -� w J -i J -J -1 -1 J o J N of o W d W o M W op W cn w� W N W o d W o W �n W O W �_ W O W co W O -�- 13,593 SF 13,695 SF U^ U J (� -' U^ V N f U o U of U^ U �n U U r7 U � U o U oo ,n w �n .- ------ CK N �^ N� N� c N ' N ^ N N if) N O) N N U d• U s� M M M N M O prj O nj O N O ,,,j O ry rl O d' O d- O N � N -..Q - Q -- --Q -.Q •- Q d- Q Q Q � O W W EL W- -- -•W- -- o--a,--- O W O Q p Q d- Q Q �t Q Q Q O N 125.00' 118.00 N 04 N - - N- �- ----- N (n--- (" N w o�� 112.00' 105.00' 100.00' N U' - - - - - - - (n - 40' ACCESS & UTILITY EASEMENT 90 00' 90.00, 90.00' (" _ c 80.00' 80.00' 80.00 80.00' 80.00' 80.00' � - \ N88'02' 13' W 1758.85' 80.00' 80.00' 80.00' 80.00' ` ~ \ \\ NELSON'S LANDING ROAD 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 L6 10.00' N8'47'27"W L7 143.41' N81 *12'33"E L8 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 L20 136.21' N2'03'35"E L21 14.55' N88'31'05"E L22 65.53' S85'34'21 "E L23 67.27' S88'28'08"E L24 22.18' S88'28'08"E L25 45.09' S88'28'08"E L26 3.01' N81'12'33"E L27 9.96' S88'02'13"E L28 97.00' S88'02'13"E LINE TABLE LINE # LENGTH DIRECTION L29 53.40' N1'12'27"W L30 72.59' N1'12'27"W L31 33.85' N5'58'03"W L32 16.17' N25'19'19"W L33 34.86' S88'02'13"E L34 6.62' N81*12'33"E L35 114.04' N81'12'33"E L36 36.37' N81 *12'33"E L37 31.13' S81 *12'33"W L38 32.00' S2'04'02"W L39 15.96' N81'12'33"E L40 j 13.23' S87'55'58"E CURVE TABLE CURVE # LENGTH RADIUS DELTA Cl 54.27' 300.00' 10*21'51" C2 93.85' 500.00' 10*45'14" C3 56.31' 300.00' 10'45'14" C4 64.43' 340.00' 10*51'29" C5 46.07' 500.00' 5*16'45" C6 44.01' 500.00' 5'02'34" C7 28.82' 500.00' 3*18'10" C8 61.25' 500.00' 7'01'09" C12 122.40' 1939.86' 3'36'55" C13 47.96 1939.86' 1 *24-59" C14 84.26' 230,00' 20'59'28" SEE DETAIL 'D' \� SHEET 3of5 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS [a PLANNERS =TACOMA, ACIFIC AVENUE, SUITE 4 9441 BLA WASHINGTON 98444-6247 12131 220204-3404 / 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- /SUB20- BD BC ® ®AX AW ® ®i- - - - AS ® ® AR ® ® ® ii ® ® ® ®AK® ® AI ® ® �' ®® i ® ® _ ® ® ® AN AO i i AM AL AJ ® ® ® ® ® 1 ® 1 ® ® AY 1 ', 1 AV ® ® AP ® ® ® i Imo--- -------- ®® _ — ® _-_ _ � AH ^�L ® BE ®® i i BB ® ® i i ® ® AT i i AQ ___ _ ____ - --- _-__ ® ® i I ® ® ® i 1 ® 0 ® ��__---_ - - _ __ ----� ��- -- ----- ----®-- AF ® AG AU BF 0i iOBA ® BR ® i ® AD AE 0 ® _ - - _ _ _ _ _ B0 ® ® ® ® BQ ® ® 1 0 _-------- -- -- BN ® BP® i _ --- ---- -- BK ®BL BM ® ® ® ® o ® RD ® BH BG ® BI ® ® CAPE GEOR ® i AB @ ® AA ® i ® ® QD qD VV o T i ® U V ®----- ®----- i Y i OPEN SPACE i �- -- ------ ---� 0 0 RAILROAD AVENUE ® ® ®® ® - ® ®® K ®J®® I H ® ® F® R P 0® ® ® ®MK®---S- ------ ------ N ------ _--------------- - LEGEND ® TEST PIT 0 0 ® C ® ® A E ----- ---------------- SHEET 4 of 5 LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS ,3 PLANNERS =(253)474-3404 ACIFIC AVENUE, SUITE 4 9441 BLA , WASHINGTON 98444-6247 12131 22020 /FAX (253)472-7358 BOUNDARY LINE ADJUSTMENT SURVEY BOUNDARY LINE ADJUSTMENT A PORTION OF THE SOUTH 1/2 OF THE NE 1/4 & THE NORTH 1/2 OF THE SE NO. MLA20- /SUB20_ 1/4, SECTION 17, TOWNSHIP 30 N, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON FOR CAPE GEORGE LAND COMPANY, LLC I I I I I inn n 'Inn r)nn MtIHUUJ MAY tit t'UKSULU IN ANLAS IMPACTED BY ACCESS ROADWAYS LEGEND PROPOSED 20' WIDE "CLEARING RESTRICTED BUFFER AREA" SHEET 5 of 5 �s A B WA LARSON �i pF r1 AND TE4 � �� LAND SURVEYORS ENGINEERS �� ' 30425 PLANNERS �GISTERF'9 �4a L LAND 9027 PACIFIC AVENUE, SUITE 4 9441 BLA TACOMA, WASFUNGTON 98444-6247 12IJ112020 (253)474-3404 / FAX (253)472-7358