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No. 174087 1 070 / 120 � 190 / BL.A 00-19 c i SP 1201 q3 00270 I 4490 / // r� 590 0 1 L 060 / / 7030 4400 ,0020 4400142 010 I 4490050 �1 I I � � BLA 97-67 / I 500200 I 4300141 ( 7590040 � I 7590050 I 4400140 L 1 75 = S 8162 6 S 101130 UNION RIVER VER FOR REFERENCE USE ONLY r 1 i I �_� I , _^ �� `..- _ .. ._ �___ .. �" .�_ � .,. -- _.- / Y � 1 ! ../ 21�� i � � ` � ,� � �. ��� \\ ', +i� � 1 [HOOD Oo D CAHAL LINE OF MEAN HIGH TIDE (10.8 FEET) g N N 3 3 0 •� N r- O O Z Z • -biet►1gl elc�jard d�ti7adc 8�tbadc AL.BEY GREED EXISTING i SHED OW 6TORY UOM uuom _ J o F 0 I � o o DALBEI' PLAT PROAD I O ; - - - - - — -- m WOOD v. PLAT ROAD ILY' / oPoSTIFUSE - CTURE ` - -- - rllOPE1Q�Y oNk 6TORY WOODOTFMJCTUFE � f 3 O N 00 3 ALBEY b_dV RO O N Z — ord S L��rid Z ® xonvQ 6otback well botback 6trom tenor V Mn ® 8trse„ t�,rr.r e.tbedc yy Ay O' Im' 20' 30' 60' _J PLAN HOOD CANAL LINE OF MEAN HIGH TIDE (10.8 FEET) C N N O N N pp CD r. O O '-m•`� Z Z II \ \\�� \\ \\ \\ \ \\ \\ \ \\\ \\ \R \\`\\ \\� \\ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \\ \ \ \\ \\ \\ \ \ \ \ \ \\ \\ \ \\ \\ \\ \ \ AN DALE \\\\\\\\\\\ \\\ \\ \ \\ \\\ \\ \\ \ \ \ \ \\ INN,\\\\\\\\`\\\ \\\\\\11 \ \\\\ \ \\\ \ \ \\\ `\\ ALBEY M O N Z 00 M L,OMWW � O Z T.onfng setback 152 \y` well setback NAVYsvem 15uff.r setback /��yy�� /� }� i t PLAN &Flie MAC S As uired ^omestic Water WellbNORTH 1" = 40'-0" H000 CQMad LINE OF MEAN NIGH TIDE (10.8 FEET) g to N 1 ' I 3 �1 ; N N M O Z Z EXISTING SHED ONE STORY WOOD FRAMIM STRucruRE WOOD Um 0 0 I PLAT IWAP o Ce Differ loo Setback 3 0 N Legand O O Z zoning Setback wall Setback v ll,! �Cl]n^ ® Stream Duffer _ U d 8troan Buffer Setback O' ID' 40' 30' 610' 3 ETBACKS - As ulred Strum Buffer t Setback PLAN S �� _ �-�� NORTH Scale I" = 40'-0" HOOD CA AL poll .104 ►� � r%I i�%r %/ii�-!�ir_wr/wit % - _ _ /' - Oi Pei •P �' ://./...e ,/�,/��, %?o°Pre�•evPP PO .O. 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YgRp► NO OAF N��H wA Y © .- ,, „ i OUTWARD LIMITS OF SECOND CLASS TIDELANDS AS DEFINED BY THE -4.5 FOOT CONTOUR CAN BE IDENTIFIED ON CERTAIN DATES OF THE YEAR (EXTREME LOW TIDE) S E C O N D C L A S S T I D E L A N D S ,01 LINE OF MEAN x HIGH TIDE (10.8 FEET)_ \ FOUND 2'IRON PIPE 'SAND AND WITH CONCRETE UP ON ry . ♦ SAND BEACH O° Oe STA. 3+99.4 FENCE 0.15'WEST OF LINE (WEST FACE STEEL POST) 'S• WALL 2.0 EAST OF L - , •. 1♦ ROCKERY ♦ M~ / .�')' x.•A� ♦ ,� '4 FFNCF 0.7 EASI OF LINE - ,F °>( 8"CONCRETE RETAINING NOTE: ♦N ♦' WALL WITH CYCLON FENCE NOT YET a FENCE ATOP D 'WENT x'`W� STEEL E CONSTRUCTED BETWEEN ry a ••' ROX��. NDER STEEL FENCE POSTS N' / 1N` ♦e x [OCA GRASS 101 ♦y° ♦`° e` t .PQ x x ♦s GRASS ♦ p op WALL U7'EAST OF UNES 1 �♦ 1 `••�• STA. 3+30.7�♦ ?m "DECIDUOUSlf1 C>� FENCE 0.05'WEST OF LINE ♦ ___-�j 1 y°'� x,1ry ' ey N CHAIN UNK FENCE SHOWN AS PROPERTY UNE (WEST FACE STEEL POST) ON BOUNDARY UNE ADJUSTMENT RECORDED IN (1�(ACCESS)�e 1� ryx VOLUME 12 OF SURVEYS,PAGE 12. THIS FENCE `e ^ ♦1 AT SOUTH END AND O'4LINE IS 0.6 V EAST OF PLATTED LOTST OF PLAD LTI NE LINE AT THE .(1 ETE NORTH END, RESULTING IN AN OVERLAP AND GAP x'VM �bM1 b� wSTEPS x CONDITION, RESPECTIVELY. tP �e, ♦ O b• u '` I' N z ♦x ♦k It O1y x♦b� A � TELEPHONE EXISTING UNE REBAR Z 1 DECIDUOUS ��•}T . 8EN1RY SET IN CONCRETE ) ♦ e• O STA. 2+73J5 _ •.ti e' -� '+e♦ z x♦°• _._ST ♦ 7- ♦b A. 2+70.4 1' "'7"' Of 1 FENCE 0.0'EAST OF LINE (WEST FACE STEEL POST) ♦ [fit.EA ♦ uwN 1 yam•1+..' ♦ h I ': + '• .,.y•.f�.A• CANOPY OVER ql•,�;• PARKING ♦� x ON s s ; q�.� MONO �x a 7'' l •V •• WOOD FRAME ♦ •:.+ :�1+' •:'�j .lt•r4:�,'�t.i¢ .F. :'� SHED MOLDING FENCE 0.11'EAST Of LINEi f.4++L�;• �-+9'•e�A(A9A :,!•.(•:;+.4 r,, ',•• (WEST FACE STEEL POST) ONE STORE �4•�tip••�r\�,i ,+ .�+'F:i• 4;'•W":;Y WOOD FRAME -- ��'t,;N:•~tt•�:: .++.. • ,.�..� '�,.•;•.ni GARAGE STA. 2+00.7 •� •1• •y' ♦.� 1p . •":: 12" aDU :,�il��• ` (2)6.a(4)4• NOTE: ♦e' T T T♦, ! ••; !L1• ••!• 1 �DECIDUOUS CLUSTER FENCE NOT YET ♦ +' •'•'•►. 12• CIDUOUS •r•'e t,d,�;•. \ °�T / TM 30'BASE CONSTRUCTED BETWEEN OIL ANK •+'t• •.r'!�'R '!: •^'•.:'r. STEEL FENCE POSTS , r: •.( CRASS rM1 E)OS NO UNE REBAR ,r4 •,.,,•+ 8'DE fip t..r.,i '(y11 SET M "FIR SET CONCRETE .�3•,;,.. :�. •2 , .+ E ,;; .• I , •�6 � \ `STA. 1+55.17 149 1" •« •«• •. %0 � FWES LI ENCE 0.11'EAST OF E 'T�' '.' ; • •� _F( ( T FACE STEEL POST) I 'ram I'�•. B'DECID OS STA _ ROAD OF UNSPECIFIED WIDTH --gym-- - .�• '•.•.• 9 + . DEDICATED BY PLAT OF EiFCTA1C, . — _ AL:• • SUNNY PLAIT e v I �•.� ����®I�� BEACH(DEC. 1913)SET AT �n Jl ROAD TELEPHON • , r,;� _ ,D•BY SCALE O -rx _ +�ls '• 1� ONE STORY eERv1cE �' 1 I 7R•v, :. t.:r WOOD FRAME HOUSE — — _ — — _ U .w .•':• B"DECKTU 5 PLAY ROAD GRASS ^ly. 'ii• •' .T�IF17, L() J /GRAS� ••:4' ' .�M•1� N:�I�• 4'k STA. o+B0.1__ ^ ',e 1, ,►� '' ' . QG FENCE 0.14'EAST OF LINE I� �ry y � TE �' • •f4• G, G \ (NEST FACE STEEL POST) E ry" WAUC M1�' � .7•��•: (� C�v No TEo LE e1 e ` V QV i ••.i ? 1 A O` NOTE: SERVICE �• :'TVGO ROU FENCE NOT YET �1,0 �' 3\ wt�'? •f. :• (' '` r4 QVVV V CONSTRUCTED BETWEEN •1r + �� /,• O STEEL FENCE POSTS ,�+� BREAK•IIN Jim E �!y V �,\ riV 4 •• •'.��.�' I1� 7 STA. 0+30 _ i x •V Q�VO�• FENCE 0.14'EAST OF LRIEf w \ 47'! 1 ,/ ,,� 10'FIR\ •: '•;� d' ` (WEST FACE STEEL POST x00 tAt _ EFYJ REBAR �' !_3• �-+ V . (6) '�y•y�',YLT' O SET M ST +00� _ 42" :II �•� i/' 4 N / �,qR,'`.�,• b z �. REBAR h C 44 I 42"CAR s ec xx y.;:•:�;• - 1 FENCE 0.2'WEST OF UNE _= -- E ry�� 4�" -I !• B' HIGH Al B D I •I'• 7,� ° ROCK WALL RpAO DE r y Q x ASPHALT '!� ,�' !1 •''A�{••v' max_ •,• yy,K= ,. P 'WENT +,•� ��(S CEN ifRL � �'j`�IA (A POLES .. _MniLeuxEsx \\U /� OF STAB R��1 2,NGH)SON AR O ry U/Q�f�U M�/��/7 R"0LMAN� TELEPHONE 0 W/AI 1'FY SENTRY �N ♦° ASPHALT PAyEMfNT {�,y�J' BENCH SET PK NARK N0. LOOTING14 It IN CULAR COCRE WIII!(ll�oM ELfVApN UNITMONF�Of' 1E `- 31.79. POST O�rG POLE '+. SECTION 34 - T . 22N . - R . 3W . ,W . M . CALC. POSITION PER REF. SUF er HOOD CANAL -51 a° HOOD CANAL Eat W ;n _-;-_' - 13.16' XI TING BULK HEAD 11�Lj v 1� _ _ _ '" .. •' _`Jam ,. E REFERENCE 15.2 " , i._' '. '- SURVEY 12 55.13' MPZ r C✓L`' - � NO3 --, _ =f'2a°-,- _•;'" Pp- 28 .' �ES G _ ` .a.1� .-.+"; pq' '22q__'�c�W —£Ce,� —232— '/, L-2 25. L-3 ev�LT ,236 22'-� VEDGETATION EDGE PS L_23 196 cy 17.25' L,' rs ��J- - G�PP NE J-' --_ - 25 -:z—.: -_-------------- 2106 — —_— ..�_^�� .••�9g'� '%''� 'i_—' `\'— _—' •'"��' "^/' '2 S6 _�'� "�''' ''216- '_.-4— "—•,__ ¢ - CT6" ' ii i, y:-�;'R ---' a -23?' - "2q ---- 264 ' i J ( r --236 _ _ ;:25Z 6'',__,_' --------- ?68` VILLVt '2_p79� '� ''' %40 rr,':- — Jr or LINE CALL ABLE ; ILM&"tie COURSE BEARING DISTANCE L-1 S40°40'1 E 87.95' ��f ySt i L-2 S48035'21 6.54' ' L-3 S266 13'1 E 12.02' )( 0 % L-4 S58°04'5 49.71' � � - �`P` L-5 S50°06'39 E 43.50' nn i Q 1� L-6 S64615'2 29.90' •r`. a g�� b L-7 S760'28'02 50.35' L-8 S59`35'3 E 7.89' aJ GOTT. . L T I L-9 N81*55'17 W 71.95' = y (�p� L-10 N75°05'20 81.90' (�.J " 35.23 AC. TO C/ HWY L-11 N73004'33 71.28' � QD L-12 S73''04'33 55.58' I L-13 S75°05'20 86.54' p ( L-14 S81"55'17 83.2T W L-15 S81"55'17 9.52' 4 I-16 N83'54'40 78.49' \ n II \ 0 Y O 00 O � 000 OO 110 G . L . 2 �\ ,?0 T N M SEE G . L . 3 8 4 FOR DETAIL o G . L . 3a`^ p y I I 0, G . L . 4 1 S 11 Q I I I I I Q I� I I I I I I 1 Nr O � I I 8 1 � I � 1 1 1 III Y y 1 ' I_ 1j 1 1 1 N / N� Q� M I I I I N IM i I t II 6S I IM� 'I 1 M 0 O 0 M ti O i 1 1 II iml�l I I I I I to N I 0 1 I M I I I I W / 8 0 M O _ p 0 ,0 SP 3T4 M N n N D r J t° O O O rpnn OM 0 "' �/{y` p g oQ _o 8 °0 8 $ Q- O MOon r` a �On 01 D T SP 644 8 M O N N v I I I y N g M M M M S 26/137 2DIA o' o O C� Nin M N on .g/ O 0 ~ to 0( \ N / In N CL /� ti I ►- r_ O tOD 11 00 O O O Q O 0 O O v M ~ S1 — nS 22/228 00 O IO O 3300000 3300150 O 00 ' ao 06 0 0 O 00 OI to p o O 0)00 1p to r 0) In0 M MM I I to rnCL v ~ ~ N co SP 7-60 SP T5 F ►- N SP INI9 N M 0) SP 75 SP 619 a In in kn In REV. 3-03-98 gt�03 31 4_�_02 3 S a9 ,1` 7 4 FOR REFS 1 0 � s 4 r -44 41U t�7 J r1 \ `•:� r T d RR/ n c:n/ nqr '>1r 1)T 1 ?1u�.1 m u 1 1ul111! Rn T :cn ?n ` A ExlsrinlG. CRLE T E AND PATI EXIST. COAIC STEPS ,. -. I NEw y N- saki Sedroo \ Util � DN ON � UPJ'EFc WALL CL. Q \\ \ \ L►NE5 ABOVE Dre,sng 5-9 \ �`\ fisting Residence \ '\ > �, Exls�ING wlNDow / \ TO BE REt,IOvEp \ \\\ / EXISTING SIIOU�ER 1 Living \ � �- 2 6ti SQ- •ri � - u l Gara. yX� ROOF OvER�acNG Trp OC-� o� 3 zv 0° � •,�y�Fi � G � -ram / tr a i T d RR/ n qn/. nqp Mr FLIT i Nuw -m �-j i ��i�,7� PPT :Cn -n HOOD CANI 6' da EXISTING BULK HEAD 40 AAkG A,V^^ 0.19 AC. TO R/W HWY , A., 8450 SO-FT. NO AA-- L-2 L-3 VEDGETATION EDGE =sat 8 1 ilillill00000 -77 40 z _ _ sS Jk 7v lot r 32 AID 21.1 /AI)AZ W air-- � i lv . 3av\. Zia (3610)7 54-W97 (APr.03 Rey•) y f y i t, ---- -- jT I _ ! it ' �X►S`X-l��C=, !�t{M�� ,t ':t ��" ;�' r,� �'�5�` ',r % � �' V RM I LL 1 ! i �I ESl IN Cj 77, IST1Nj6, uSS I � 1 i t�- t� I N Sri t.�.i�G•1 _ _ ._._ c,-n ��:�_� 1ST1 wsAs co, IV t �x!571v�t� qj . ��crvr-afJATiotJ .-� - -- X4 { XlSTI �-r,` �: �. .TICu�� Co -.'\-ODM0\ , 14 3 LEGEND BOUNDARY LINE ADJUSTMENT O FOUND 3/4- IRON PIPE O.D. PER SURVEY 1 �_' TAM FILED IN VOLUME 10. PAGE 149 BY LS 17656 COURSE BEARING DISTANCE Hwy 81 MOUNTAIN REACH L-1 S40'4O'14•E 87.95'OWNER:106 MOUNTAIN REACH, INC. PART OF GOV�T LOT 1 O FILED FOUNDIN VOLUME�22WPAGE S228 BY LS 18918 TIC CAP LS 18918 PER SURVEY �i'/ � L-3 S2E13'19 E 12.02' JERRY VERMILLION, PRESIDENT L-4 558'04'S8•E 49.71' 10237 KIWA DR. SE SEl 4 SEl 4 �� L-5 S50'O6'39"E 43.50' HOOD OLYMPIA, WA. 98513 / / Oo SET 1/2• x 24' REBAR W/PLASTIC CAP: K BLUHM LS 29269 �'� / 1�F,Ei L-6 S64'15'24•E 29.90' 360-491-8234 SEC. 34 — T.22N. — R.3W., W.M. �'� OFF L-7 S76.28'02•E 50.35' ' PER REF. SURVEY #9 IT 'QRO 0 L-8 S81'55'17•E 83.27' MASON COUNTY, WA G ANGLE POINT IN R/W OR VEGETATION EDGE - E �GP'' L-9 S81'55'17"E 9.52' L-10 N83'54'40•E 78.49' µ0 CONTOUR INTERVAL = 2' NORTH OF rn L-11 N73'52'17E 93.18' O¢F VICINITY MAP SITE NOTE ELEVATION SOUTH OF ELEVATION 150' AND 10' INTERVALS (DIST.) ROAD FRONTAGE y C� NOT TO SCALE L-13 N73'04'38•E 31.52' pURO 150' ARE PER USGS QUAD sourH OF 150' , MAPS HOOD CANAL L-14 N7SO4'38'E 95.60' i� L-15 N7S54'07E 96.36' L-16 N75'33'58"E 16.36' 1 'fE-1 • L-17 N75'33'58'E 87.90' 13.1j$LxibTNG BULK HEAD HOOD CANAL _ 2.55' L-18S02'29'09E 31.16' SEE REFERENCE 15.2 ' �- - L-1- N072SURVEY 2 55.13' � L-22 N7646'30•E 1 5.76' L-2 OOW SCN 4 I L-24 N65'33'37'E 18348' 17.25 VEGETATION EDGE 6U\\j �B �S j� �\ �� L-27 S0729'09"9 3L16' \ •.•••�•••• \\ �S, PS L-27 S4749'39b1 ?7.41' 4 L-28 S81'55'17'E 99.10' MONTANA REACH OLYMPIA, WAo98513 BASIS OF BEARING: POINTS TIED ON SURVEY FILED IN VOLUME 22, PAGE 228 RECORDS OF MASON COUNTY. WASHINGTON SCALE: 1"=100 FEET 0 50 100 200 PEBBLE COVE INC. —� J. HERZOG, PRESIDE N 7501 NW 3RD ST. rn v SEATTLE, WA. 98125 m 0 250 o GOVERNMENT p•T 1, SECTION 3 WNSHIP• 22 NORTH, \ RANGE 3 WEST, W.M., MASON COUNTY, WASHINGTON. c=i 2 a �- \ m METHOD OF SURVEY 15.00 ACRES TO NL/Y R/W � o N e \ o Iw FIELD TRAVERSE USING TOPCON GTS-312 TOTAL 300 "„ ,^„ z STATION (00'00'03') INSTRUMENT a J No— �� 6 ^ \ REFERENCE SURVEYS 10.DO. '� 1 -- —� 1 SURVEY FILED IN VOLUME 22, PAGE 228 BY LS 18918 4'22•E�� 2 SURVEY FILED IN VOLUME 10, PAGE 149 BY LS 17656 �o — 3 SURVEY FILED IN VOLUME 08, PAGE 168 BY LS 15653 21.65 _ —� 4 SURVEY FILED IN VOLUME 20, PAGE 245 BY LS 18918 Z / m 5 SURVEY FILED IN VOLUME 23, PAGE 070 BY LS 189188918 BY LS 1 350 �� SURVEY FILED IN VOLUME 21, PAGE 141 6 7 SURVEY FILED IN VOLUME 17, PAGE 105 BY LS 27134 — -- 8 PLAT OF OLYMPIC VISTA FILED IN VOLUME 07. PAGE 082 � f SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME TYLCZAK OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE 400 SHEL ON6TWA5 98584 REQUEST OF JERRY VERMILLION IN MAY 20 02 KEVIN BLUHM - LICENSE N0. 29269 a 10 AUDITOR'S CERTIFICATE \ FILED FOR RECORD THIS DAY OF , 20_ AT \ M. IN BOOK OF SURVEYS AT PAGE___ 450 AT THE REQUEST OF BLUHM de ASSOCIATES LAND SURVEYORS,INC. / COUNTY AUDITOR--- BLUHM ® ASSOCIATES LAND SURVEYORS, INC. 1068 S. MARKET BLVD. CHEHALIS, WA 98532 PHONE (360) 748-1551 FAX (360) 748-6282 DRAWN BY: DATE: JOB #98-480MISC-CON SW CORNER GOV'T. LOT lie 1 S89-34-22' SIMPSON MARCH M R COMP 2 ACAD 1287,59• NW OPERATIONS SE CORNER SEC. 34 CAL-C. PER REFERENCE SURVEY /2 & /3 3RD h FRANKLIN NW 1 CHECKED BY: SCALE: 1- = 10o' SHEET 1 OF 1 SHELTON, WA. 98584 CALC. PER REFERENCE SURVEY � K- BLUHM 1 / 115 ztx PROPO D FLO PROPOSED AMP OPOSED FI PIER EXI ING STAIRS < s . H . H .W. 11 .8 ' AT N ± , .;1 ;- f ,-• °� EXISTING CONCRETE BULKHEAD V, �, M . H. H.W: 11 .8 ' AT I ,;,j.1y , ,� � i,. � Ao EXISTING NATURAL SH0RELINLE' N 1 77 /- N - ' —2 NB PANT UY UU V 1 . LUT 1 ( SE1 /4 SE1 /4) SECTION 34 -T . 22N . - R . 3W. ,W.] HOOD CANAL *00 15.24'+ti / EXISTING BULK HEAD 6�4� 15.t 3' 0.19 AC. TO R/W HWY r ` �- ,8450 SQ.FT. vocs tko 004 ' VEDGETATION EDGE F►5 � 25' � _ -2 no 7 ''•- --i'-ge --- --"- ILIA ;j foe ioll UP 240 244 (c L L L L GOV'T. LOT 1 LL O �5.23 AC. TO C/L HWY L_ L- l- � L- 6 L- ` L- W L- � L- 'a. o L- J L- P+ 29269L- s=.� L- l�lL LAID L- EXPIRES 12-19-2000 H00U CANAL G HEAD , 13.16 EXISTING SULK 15.24' ppES Np Y 0,19 AC. TO R/w H�hY �5.13 8450 SQ.FT. --� c, L-3 ppETATION EGGC25.22' s 000 / 1 L oll rn G�N� 19.47' �nPL�4lrxirJ gNGnn n,[.r W/ -5e,r ZX4 wsoTF0; cill ae, `• �,•— Z1CG L'I�C1R SL/+e•P,:) R.',C fYOC k IN /sque r x lAc T,6 1 61MF,i t-6U �..P�- T.1' .. - !vM t."TCR A'�dW6, V1�Ay]� C4 CXN tArrK2 (fib HFTfII EMFjTi�l/�) NEW ?;A •.T•�7 WALL G�eN g,,qa '�.— go L�x�riNc x,+rrMli� K.,a ,ni'f'agi •�►�r,e rA SECTION 14" NEW HP-TAL #_oc)P' ,NFjTAILEO � IaFTJ,g�Gc II�LI i \I W",, Wwo glplrlfa C'�O HAYCN ErIw71NC-��l ..•.•—roas.ru NEL.QISTI NG SIDE ELEVATION _&I I % w/ Er4 CJUIE -mnt E 14^ ,,e 0,'-�Hb+'G, (tv HATGH NEW/ EXISTING ROOF PLAN_�4' — . — i IICQ FnLclw\ CTO t-imcH Exi`JTNG') - NE I a tCILl 14 U;Ik oi4Nt�t) 7 O L x15T1'fA F�j('c H L4 O . EXISTING FRONT ELEVATION I J° o� I 90:aZ 86, 80 --)BQ ZCid TZT 2,69?2b690E+ Fk« o� F�+..��� is o.S� Casa- . wes-I- P--op-,L l.ALl v L / `v � C 0.O�L�01.E \ •. , r DYE u ks� e~'�9 rN. dt pti � 9a, P J • ems. -cw / z- ` ° APPROVED ,z% MASON COUNTY DCD PLANNING SITE Pb�N REQUIRED TO BE ON SITE j2rr46 ca / / CHES UBJECT TO APPROVAL ` 03�`�/ r _ Date — C 0 10 r fCIL °�"' ` • l " 1 c,.•��e� � c � J�• ,�-. �.�`�. �� ��y'�Y,� : U er rr�I l gal.. �cs tc�e.+..c c /�.dd r�t��. S\�. �lar..tn 3ZZ34 -44- 0000 SCALE: it _. lO / APPROVED BY: DRAWN B DATE: REVISED y �..,, ,6?- .� tiT/cE �-1A zoo? 52 Is Z�aZ E� N E� s e�-b�.c� lJolvLa�.Lcs Otw.ev\s 1 ohS (�vov.,. 131MV1m 57Lnv,-2tio Me,p, s1ZZ/bz - 1_ � t DRAWING NUMBER r� ),sr, E , (3�O).-ts4-lim c--i c I 1 WIDE 2.0' TALL BOARD FENCE L r7E - ��> 0. ; Y , G�'� O HOUSE SE Lu H OU SE // ^'�� cl) I o0 i r 6' TALL BOARD FENCE` �e F Z SEE FENCE DE TAIL �\� O IN \�L- F Tr FB scXT TOPOGRA. PH'liG jUR VEY FOR °� o' 0 jOAN G NEILL IiNIMu IN GO V'T LOTS 1 & 2 SHED . o (SE 1/4 OF SE 1/4 &� 28237 1 �°5o4,w� SE 1�'4 OE S W 1/4) L LAl� SEC 34, T22.N', R3W W. M. E7PUM C/21/2002 tok"�N\ � - ----- -= II -© 1 Yr> F C Se.cicd c.dc{-� 1 �p�r•r 1 O r3E v,�LE� fZ:>f 04 — Fv im F_ 1) V\/ i t N .rr r- i3 r �7 I�l�: ; -► i c x 4o r �7/'cI-,-- iA-t& 79 s-rF—F— . Sc EF,- riG yr (6 'I fi V-t/ O L'�N tS -t -T-N 10 &mc'S SG ��ew— VIA �- d� v� Sfie W L FTANA REACH, INC. Jerry Vermillion 237 Kiwa Drive SE ympia, WA 98513 �E�,s7��.7 Few ee (Eos� Fti<c oC Fw« i3 o.S Ge; .P,west t�+optr4� U4,L `� � Fes'^ � z6o+sb� � 36• tr.e Al 30 `. 3,�"i Gv \ v 10 Caw+� Kra ra J V 1 1 I 0 v CNr- �� V'i1 �.•�,� � C �L� �� ^ ��tipfW�yo U2rw„Ilta� Rasid��.ce 14ddr�•tati-. St�-Z Plah ,n SCALE. ,n_ 10 i w AMRO D er: L;A�'t�-y. T� 2-4 R. G/eTEa uo.re:�N 2oozsfDa 2002 y L S J Ci E,:P?DES 1-9- (1 ,-- HS:S 4 Lam d 5 .t c S Mw S/Z-gb Ket. Mar�(I Sr, f E. (360)154-�6 �.�C^1 �L lk ►�1 11�i(�-� Fb L V t��Z r711 W �1 L''A1ZIW,,O. zc:c� tcao' PROPOSED FLOATING PIER 9� PROPOSED RAMP PROPOSED FIXED PIER CHESE PLANS MUST BE 12' EXISTING STAIRS ON THE JOB SITE i FOR INSPECTION. W s M.H.H.W. 11.8' AT K) �� EXISTING CONCRETE rt+;� 15� BULKHEAD 01 ZI 6 EXSTI G NATURAL CHANGES SHOREUNE SUBMIT CHANGES FOR APPROVAL! PRIOR TO PERFORMING WORK. parking °5.20 N g 51 5,>17�-_ W 100 �T, l,o►�� 5"�QUGTU RE FDRAWING SCALE: 1.=40' PROF'OSED:CONSTRUCT NEW PIER LICANT: JERRY VERMIWON ACE: 5 OF: 5 DATE 3-22-00