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8345 SW DURHAM ROAD-2 e VICINITY MAP __--_.. �7'ro'.` ���' -0 _.._- _.. __ _________.__ �__ �► 410REV .,IONS b &_..__ A TO _ _� 3�t ! . A `✓roe_rj 'Ps weK M5+.� 2A G 15 ' 0' �''i E� Ib � f T 1ko V50TY --T is.W. HAMLCT S. M04LE - - l I f ~ Gtr•,. - L ti C40 - otk a /S�• - SW. Sr 1 LN ' .� MILLI: - I .p� � 4, � W AVOW wY - - "• � ' ! v- tsrr;r4 x0110-cr �� I 1W(_7 , 3 eQ I P q� n�I�N�Mi h• Rout acct I i I 'o` r ` !, r'l+pt,�t� I t ` 1 i � - p' ?{GA Z(� P4elM�+L two { r4n - --•---r— ,Mc r+ 5 �>�t� , w d „� HIGH I — —_ � __.__;;— _ / l l � � IN 1 4 1 n qq SCHOOLI a\ • 47 'tom I • I LE� EXSMPM� "'�.? '2~" , :.Lic , L&T I Soo v A part of Section 12. Township 2 South, Range 1 West. Willamette Meridian, ! I + /t Washington County. Oregon. ooTe particularly described as follove: _ _ I 1 ! +.1.. • aw. _ X Beginning et the southeast corner of the Vicent J. Moran -tract an described in 41 Book 216 Page .25. Deed Records, which said corner is on the south line of said � b Section 12. North 690 56' East 359 feet Froe the souchwest corner thereof; ' t 'aQ Z thence North 89° 56' East elan the south line of said Section 17. 150 feet; thence North 0° 30! 30" West .417,7. fe*•t.­.thence .South- 89° 56' ,West• 150 feet, to r}�y rh"LLEL N• Q �`/ LU the,northeast corner of the -said Vincent J. Moran -tract, thence South 00 ?10' nn 30" East along the east line of said Moran tract 417,7 feet to the point of � •A.I +':..4� he inning. an 1111- EXCEPTING THEREFRJH T11E FOLLOWING: - (,PHh� TWLy) (Tr+'� `�XC,9Fl•ICkJ -rn 6f XLETEJ ib5 I AMEN WTH Ptt�Vd�?1I� AttE �orNE9) � _ _ 1, part of Section 12. Township 2 South. Range 1 West of the Willamette I Yaridian. Washington County. Oregon.more particularly described as follows: Beginning at the southeast corner of Geo. Decker tract an described in Book `'"""'� OMNI I !'- 425. Page 706, Washington County. Oregon, Deed Records, said point being, in the LU center of S.W. UurhaT Road; thence West along said centerline 100 feet to a ( I I 1 '~1 ( t P point; thence North parallel with the east line of said Becker tract 170 feet I C' { I I " I , t 0 .� I I c to a point; thence Fast parallel to the pouch line of said Becker tract 100 . �lRy,• '?,a '.�,' feet to the east Line of said Recker tract; thence South along the east line to - HYDI�r�Y the place of beginning. .� 40 ---_-.•.- .. TIME IND" � I 2 � � 5 � ' - - LL,! 0 _ I To I I s' o CITY OF 1'1GARD 1 18" Fir 11 24" Fir 21 la" Fir r 31 12" Cherry 41 SAsh (3) Approved......................................................... ...� j. 2 12 Fir 12. 15" Fir 22 6" Cherry 32 8" Ash 42 9" Ma le Pr ....... ..........................� 7 Conditionally Approved r 1 N For only the work as described .n: 3 24" Fir 13 6" Alder 23 24" Fir 33 4,8" Ash 43 4" Alder (11) 4 �,o •c' Ivo .. •.7 �r r t _ _.__.._ _. ____.--_-. • '� ..• i PERMIT NO. / �____ -- 4. 24" Fir 14 18" Fir 24 6" Rah 34 24" lair 44 8,8,10" MsPl0 "'L See letter to:Fci�o>,v..................... 5 30" Fir 15 24" Fir 25 6" Ash 35 24" Fir 45 9,9,12" Maple i y ! f ' t .-._ Attach.........,..... 6 1$" Oak 16 24" Fit. 26 6" Hawthorne 36 18" Cherry 46 6,8" Map 1e �+ �.,. 7 24" Fir 17 12" Cherry 27 6" Ash 37 15" Fir 47 15" Maple t ! I ' +••" „ l _ cc P � � - �' t� Job Address: S'L�� ,' -�;s�r��T R.,�'r' 8 12 Fir 18 12 Fir 28 8 Ash 38 12" Ash 48 6" Cherry l lw'^� wN•G. ti -�_._ J "'"" D,,':-,: 9 ].5" Fir 1�� lA" Fir 29 6" Ash ;g 6" Maple 49 18" Fir 1 15" r, r ?t'. 8" Cherry 30 ti,B,Ii)" Asli 40 4" Alder 50 30" Oak $�� r �I� EL. 14 11 I i ___ • ' ._._.. 3 A/ s 7- `V -C.2 PROJECT INFO, _ ` N. bio c+.' E toy, � ,f't N I. _ 'PC �,, n� 4 _ _ _ 1 • • •1!. /1 !f I3 , t r A 'C ' / / 0 C� (2 2 �...'r►; -rONNHVUi l UNI-ria -X.GU02A401' &ROUP �- l ' 25 I laL I N e S IAF• Et Ib�j.1S _ iQ KlC1LEr c:•N►2, t�hRtiialr::� C'LC-JPAUc.~" C�';c�UrJ I+ z Cl. U,.J I T A A.&A: $°I 1p G& F r EA . - a•}P` tO* . F' / F LOCO.. I 1 -- / �� r I,is f T t I t VGA �lwF..N : 5 710 �Q �"i EA • lVf�? 5OkI / FL00k z •F' ! t2-! AeEA , Ia 752 Cyc7� I'-? 'rpT,+►.L I 2; 3 •�/% ��.� -----.f_ i _ _ _ _ 19►�KA(vC A14CA; trot ea FT �A �NZ.. •F? / gt•r✓� 4'l24 feel �? "(oT r-. .. zh--fi . ` ,�-- - �. -_ o fly ,�� i Q (6 PAICKIW(-i t ;.. 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IIII + AP��(_ r LEG:IBL�E THAN THIS NOTATION, 1 1 2 I � -II �! ,I 1 k4 I I I � LL LL I I �� i ---- -- ------- �_ 7 S 9 1C� 11 12 993 IT IS DUE TO THE QUAL, TX OF - ---- ---- ---�- -----------� �-__. _—_�— __ S THE ORIGINAL DOCUMENT. - _ __ _ No 36 �,! �; ,• ' E 6Z 8Z LZ Z Z bZ EZ L ' IZ nZ 8T 13i LI 8T 4i i••I Ei 7.i ti i 6 B L g 9 I T9gUN IIII 1111�1i1 IIII IIIIIIII I�IIII II I I 1 III �I II �jI !I I II I r ull I I III 'I I I III I I111►1 I (� i�l�►III � ( I; I I IJJI U .Ll 1 II I�IIII Ill.�llll IIII .II II III�IIII llll�llll IIII�IIII IIII�I I I I I I I I�Illlli II .11l llllllll�l►►I i�►I �► � �� III IIII I I�II�I It�l►�III� I VIII II REVISIONS • 4-8M JW111►AA LAB / K!.Uf. i I proc�+► f LA0I'C-5 C,+ O• ..z _ ��� � - i '` ,l `' l �• I ��', �7. -• _ , 1 � ♦' - �1 � I d il't.l.i ll�, _..-. 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DATE DRAWN R'•' I 1 e / r 1 1 • 1 w ,1 , , u , a i { 8 , 1 3'iti• 1'-I � a •°� ' � -�y' 4 •II" �'��.' �v-•I� I � -II •,'-01' q�'I ' %'� - II 4'-II �'-�� 4 -� � 7 -� ;,�, :�• 2-&.R �..� Plu �T �EGT �► s ��='!JNUATI�'71� t E;eWI•.�ei4L ND166 t uc�'�#i �Cl��'C''hl ' `3x1` '"1 1'� G'1 '6 A ' L E .�'li 1 1 r f� - - PLAN F NUR 9NPf.T - All O5r=� _ ",,,-:M..«•w►•.,.M.+..awe+wel+�nw:.we•c•...,.a.,...waa.�.>�•••..r:.wwa.ns�,,,,. ,wrwKw...,+www1+.M.w .:........a+o�M111Nrenw/.d-•"'._,. ...,........._. .._...".......,'.,...,...., ...,._...,.,.,. . • Ile 0 LEGIBLE THAN BNTThINOTATION I � IiI � Ilillll � l III III IIPrIII I Ilril�l 111 1 I Tl i+ITT 1 ii1 111 I�i 1 rjl' lll I I '1 1 1 I Mil illll Ilillll Ili � l � i I � Ill � l I I III ISI I � il'I`Illi � l+ ill ill � l l IIIIIIIIII IIS APRIL 26 � 1993 w I.F�' TFII£i DUI�IMI;N'I' I.� LESS � I , I 1 r'� 1 1 1 l l �� I I r I I 1 Nr 1 1 I I ',-- -- —1I— —— —_2�--- —3� — -- — l — 51------ -- 7—�---_-- �— --- `� __ _ lU—� __ _11 1� IT IS DUE TO THE QUALITY OF No 36 �!`-�'S'�"" _ •• THE ORIGINAL DOCUMENT. � _--,--- -�-- I ---- -- - - - --- — ---- - -- g�, LZ�9Z Z t'7+ EZ ti ti, Olti �8i 8`i L�T 9t ST t'T �I yt tT I �t 6 g L 9 4 S T�,YIllI I' I SII I ll►lll►l�l�l�ii ►illlii�i���lill liilll►�i►lili�l►I�II��I�I�I�i����I III►►I �►����II►I��11tI lull 11�1111��IlIIII��►!tli►►►II��I��IIII►►II IIIIfI►III►II�IIII�III1111II VIII IIIIiIIIi IIIIIIIII IIIIINII f 111z;11111 II III II` dill � IIII►1�1I II►I III ►,l II Il�ll I 1/111111I I I I IIII III ill I I , t 1 , REVS r r 1 I � I f I .. / F �► h^LLS 01 11 __ - _ -- = _ 2IFP N • Fc� �o rpt►-=:�.."'•• _ .... � _ �' ' + -*, Geri P140 LLJI � IM ~r) CA ...,.._.fir I :_.. �, ► � _ � �Il� —��-_— .,..�.. ._.- .._: ... _,..� II r.... 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THE ORIGINAL DOCUMENT. __._. __._- -- —•_-- -- -- .--- —___ __—_ __-- _--_- - _--- ___ -- __-- -.-- E Q7 8�ti I LZ II Z I Si Z1 ��Z t7 07,1 8T I E�T `` L�T 19�i `` 9�I It�[ ETI y� I t�t O�t `` J1111 6 �8 1L I �9 9 I � � Z I Iol�uM IIII 1111�111 (III`IIIIIIIII IIII IIIIIIiII IIII�II'"'Il�ll lllll�llll�lllllllll�liii III�IIII II 1�1III ill! IIII Illllllll Illi IIII illlll I IIII i,Il�illlll ii III 11111 lllllll IllIlllll lllllllIIIIIIIIII��IIIJ 11 IIII III11,111, IIII IIII IIII IUllilll Illi IIIII�III IIIII�II u X REVISIONS GEDiEHAL NOTES EOUNCIA!'it)N GIJNEsitAL NO'1'�;5 G,,?,�+ } _� t. This __ are +Wal ir' nat:.urw du rd 1. "i't)essr no'Ww are general i,► Ilaturn and are intended ti t miMmum st:ardarda for uurliatruc. __..._____.____.._._.___ _. _- Olt ala' PLYWC/ (Gt�l�'f I 2 M k 18 �� .. ,. The dreawingr acYi are it►ta ndad to 60L minimum standards fior cx�nllltralc.�ion. _ _ 2 4r PR+M� -t�L 2. All work ePaciEiCat ions >ahlau ver" over tion. r.as &,wi s aril govern over the gerA ral niciAs to the aext.int shown. UW dance with t to the extent shown. ds �%, and atiAns st►er11 W'A,a L W+�,;� W z>3 o Ill �J -x z , y;>�w �M p ecxrF ti t� ON Performed on thin pray-t S1�a11 be in accordance with thea 5� buiLdirag areas :�c:tir,r� and flcxsr E;lans arar9 general rt�ut� for adcl.nticiraal infocmatian. �. cxtlif>tanL�s ppUcable stwx V- / ! • A 4 F� ^I I �'1�►11 be the m uniciPa�y, taw whip, city, county and stator which 3 mantes tL,. EXLaVate tr� ort inorganic et�rata aril 6t*V excavation in no more than 2'-f1" it crle- t>� 3t� iCtiuor.. geial L,untracrlar s vide full qa�d and call f�cu xar>siMlity to verify all approvals re- »9 level ground for all [ and E Do nrak. allow banks to I' 1 r _ ��!!�!_ v *h14N C�* �1 3. All wol~!c ralha�tl crampecti+cx c.avr�-in or cover tioatirg5 inalidle ,^ravel >�ar�e. I' �; I "' Imo" .:w+X �.Y�t caOJ M /l ;y i N1AMUFAv : uKgD RvvF compay, as d xlicahla, to the Uniform Building Code, L)nitarm Mecha:=41 Cele, 4• Structural. G.14 iE rimed under building, shall. be a maximum of 12" per lift. Compact; each ���1 K/ uw►Y NaM,onal Inc-tic Code, and t4a �na1 Plumbing Cade, latest dons lift tA) not leas thall 95% maximum dersity at optimum njuisturo convent.. -- jul~4�. adopted the governing 4. V 5. All lumber ir► cxantAct with car►cretJe (x email staall be - .. __- _ _ ---.__-- ! 11TL: M ►N �►tN v !!: jxr3ule treated. (P.'r.) all diNaetteciactS 6. Provide beam oclrets in ooncnat$ walls to accept floor gams 'rqp at beam to be flis a with TILJ�6b AT 6'T�COOL24� UNr'r�. and con "-)ns prior ocr oonatruclon and notify architect linmecliatRly of P anye"fy 's .'iea. Do cx�t e'calie drawings. Given dimenaior►5 shall tak.a pe'BSiden�- over scaled � ofPressutreated 2"x mudsijL beams shall rgt in pc k,.ts o" 55M A.S. P with 1/2" I _-' Ph►�"I`( WA L.L. �K'GcyE iUmerstion ' r, I ,ala c. air"ce at ii� and ends of beams. • G�'I.i N(9 ri Z�trr•. W 5. TheDimensions7. Fi'r>vide venU in concrete walls at. a rate of 1 sq. ft. net free area �given arc: bo face of studs (note carefully which �t : _ 4'' SR'I.ws.,►� 6. 'rtr� Mec:luu ,c y high foes) or' aenterlinar>. pear 150 slq. rL of crawl f T oN space aroar. DO rxrt locate vents where 1-*tio tgabti or a_,ncreW parches will. be located. See -• ! _ _ __ _ - _.. �..__ GjrA f INS r�� ,� ..�' m ), ><ncltaciiny Heating, vantiLation, and plumbing, a7ha11 be hidden dearign- ed. Ttaaa contauctcar r3ha11 be . fow dation IALan fa- vent lacati;ans. Vent 8,rr�ens *hall. be /4" galvanised wire mash. 7. Tho elect ical r aotasiikrle for ci igr; compliance with all applicable codes. vont m dtall' bs kidder designed. The contractor a ll. be rem, xvible f� design 8 � fotundation walls ahal.l cc t;. of b" ax�r�ta sltem walls on 7" x .15" ooncrrets foo1j(nga I with all applicable 00&V. (minimum), or 6" cx�crabs stem walls orgy 6" x 12" concrete footings Iminmum), u nc�i 8. The m1tx'aCbw &k& be to obtainQtherwisre. All concrete " „ f I eatLs Sri pails shall be 18 diameter by 8 tlticJc except Eads under baring walls .r► I ,� t :{ / �' ! r�►� ' •� NJ`�T'n N 0, �Y treat faotfr►gal will b'e 6ouraded on scxils ca ` � iraepc3cta,orrs, as necessary, to i gable o: ting dohign lraad% a'� �9 4�t i ds Shall be 24" diameter by 10" thick unlr� noted otherwise. 9. 'I'he► Wntractoc• shall, be responsible to obtain surve 9. Prc�ute treated T nac'r�3acy, to accurately platted X11 be bolted to foundation wa1Ly wi.h �catO the building6'-0" O.C. with ! bolt within 12" of each end of each 1/2 x lU anchor bolts per i and i.mprov�ement�l. piece cat I _ ........I�� � , ; 10. Structural n piece minim un. Pe' Flab* ar ar1 at lsaelk 2 kxilt* per I r `.. ht's�d on 25 PSF m•►nw load, 4U PSC floor load, soil bearing capacity of 1500 - PSF at ekvatinns 2.0 10. FkAx beams at 4'_U" o.c. shall be su rt�d to ' below exa.*l-uag grade on uradisturbod, inoryanu. soil. supported_ by,' 4"x4" pcastb. posts staarll kx: 4"x8" at intru�•-11. AlL. intzaricxwalla $__ _ _ _- •a.r shall have 2 x 4 studs at 16" a.c. un1 Its "oras cstJaerwia:. sectUr4 beams and "tumthi" to siuMort 4"x blocki 5! ' (�►Yr (gyp C,1Eit-INis �:+ •fR,X55LOS . 12. A11 peas blocking. Proetrg shall be aeperat9d from conc�te jc�sw or rasa ms framing intfl (not t ring on) ool um ns, beams, 10_-tigers' etc. shall be sup- 5y 55# A.S. Felt. T O I,�Cx-tAd with "U" t 11. Crawl spack shall be entirely covered by 6 mil black Polyethylene lene v �1644 E'E VA , I0 f J !YPe km+L n'� e9ua1. joist yr beam hangers. i� Y Y apor" barrier-r graurd cover ___._.. _ I�L„ �P §019, 13. All framing !I aber to be D.F.L. N2 or bet.tar unless whir_h extend: joints shall be Lapped 12". ` � ------ t � 0 specified otherwise. up foundat.iaras walls 12" ane _. � 14. Headers ire Ivy►, walls shell t 4 x 10 Exceat ha�ip.xs which " 12. in multi-Nue �, I'� � I '� l >iPa1� 6'-0 Cyr 1 to bP 4 x 8. Y eonstructj r., maintain 1" 9- ration between units in all floor frame N k':�f'A�yE a,�•E W!;CN UNI �� vi 1.5. 80aIT11,; beams to have bottom edges f1L�t► with bottom edges of in era 13. 2"x6" 'I'arague 4aJ GlWve #3 cal- deckin shall run 16. Seam , cr 4 9 m>n9• g perpendicular too 1?]oor beams. or 1-1� __. }�i• at�all not be notched unll� hang are used to suplxart the full lumbar width. 2-4-1 pYw00d '11111 > be is ,.a'lled with, face grain perpendicular to floor beams See plans far � 17. All wood in contact with Boil or Concrete to be = +ed ane. ,; _ r,2d2 18. Pony ( Pressure treated. dP.� ) 14. If cantilevered `lc)or � >' cx'�) walls shall]. have studs at 16" o.c. at least 14" rang or. stall be framed solid. drojactiorrs are indicated on the plans, cantilever decking beyond edge of 19. All. plywood W be C-D grad-: with ex eiwr glue. Install, ►Tref and floor stleathiny with face foundation where ird1cated. 1:ras►alate und:$r can tilevNaed '_ grain pezpetY3ir.`ulRr to decking with 1 1/2 styrofoam r'upd I ' I 0 20. Main Pm pendi OIJul nailing'.mss. Stagger pints. Plywood index as specified on the plans. Ira wlat on• Conceal insulation with 1/2" CC X plywood cover undernieath. r►g'. Sd common or 10d box nails at 6 o.c. at panel edges and 12 o.c. in 15. Insulate Perimet+ar of foundation with R-1'1 ELbet, �- `'' - I cn �1ass baxtts with a flame e I ring -' -_ � -` •-- panQl fi1e7,3. lensed rating not do II I 5! T C� U N U C►<Lk`(►�CN T axc:�ad 25 and smoke density rating not to exceed 450 nr insulate entire floor with R-19 Q 21. ;via vents egtaal. 1,/ 00 mire.) of attic.: surface area in net open area. Ridge vents to at f plan,. � �� 6 ! fibergL z bat is oar directed t t.t>`� res. islL►t)E F L LXA sr+LrATN I N(s eA 16. Concrete Foundation f'c-2000 iE'•a& ®qui �.svF_ vents. (216 sy. in. nun. net per unit. Notal at eaves and at ridge) p.s.i. at 28 days. - 2 A '0 Jct t6,;T5 � I(0 " C L • � 2 22• K� vents shall nor be located within 3'-0" of an window measured hori.zontall 17• Concrete; flatwork f'-2500 �1 Y y• p.s.i. at 28 days. / 23. F'oundatuan vents t:o equal 1 seq. ti. net open area 18. Do not add wattr to concrete beyond the amount "o 14. U")Mt'ed at patios cr por+ches. See locations on foundatsonOpian� � crawl space area and not Y-q am, eaal flatwork� � &s practical after sn t n rrt�t c�onciitiar>v farv5 optimum -concrete crura - 24. Bathroom Ean� to excttar r AC set > air 5 times per hour And vera,. to the exterior. 25. Vent dryer aandi range hood to tate exta..riror. _ r _._._ _ _ ja IWV E VVit7 IIT ':�.Oc� L•'N� L c� OD 26. Pmvids oom b1stian air tro the firebox I V41 ICOo4_ Wnv 5A r-E,N C? I N 5 u 27. Hearth to Ise 18" x 60" minimum. 28• F :'lat�a flue* f� be rztbed ba 2100 deg *; F., UL Stand. N103HT or UBC Stand. 629M81. i �! l�_ (,hoe+ZcTrL Q���T c•roP) 19. Chimneys and fixrwlac ; t,, be 3..1,Called per code and per manufacturers Erinted instructions. - 30. C=tains am not to be 11x:ated within 12" of fireplace and shall. draw away from fireplace. � 31. Bedroom window W11s bo I� within 44" of floor. 32. G1aM within 18" cf the finished floor earl glass within 12" of any door shall be t em►xxed. M , ' I I 112 60Y G lye. i I - - 33. All glazing to be insulated. _ 34. ExQorsad insuL ticn, including facings sl-all have a flame spread ratio not to exceed 25 and a smoke deraity rating not to exceed 450. g V ► +�.L t3:'.�K E�'xo ! 2�4 Stuff (� 1� 35. Waterproof surface in bib r9cew. to extend 6'-0" above finish floor. LU R-I! P-0 60UP40 INCVUL BATT:, r • actlAa raditio�;•chitect of any and all ciiycrti anciras t twc�n planned or assumed coru;itioris alb 1 ! 37. rttess+e res are ( a I N IN ►�I R L LS O� ,1 plans issued Ex ua-- in ttv- u-)nstruction of one project identifiMd as: ! 1. 1 - I I IJS.TI► 1. '�2" CC''f�. V I:12 T I LA L 11 "DURHAM FSTAI'ES". - - v - - ` - PIUF �Tvl� CII' =� LIJ O c,. . MAX ► . 4 � 011 NAILS12 To I STUp UK+ Ly UW11 AT ehC4+ L06-Al I {I I 12 �.W. (SfNK 1410IL� I� 3� 64PAK AGC aNT ANE6.- } 4- Ip E v01 L) AT r-I,0041 „ L'NE .. 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( III � IIIIIII � 1 ) SII ' NOTE : I F TH IS M ICROF I LMED I 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LES. CLEAR THAN THIS NOTICE,- 17 IS DUE To THF QUALITY OF Th ORIGINAL - DRAWING. OE 62 82 LZ 92 S2 tr7 E2 ZZ 12 02 61 BI .t1 91 GI t'I EI ZI II QI 6 9 L 9 S N S 2 1"'1'" ' ,r�lllln!nn)UI1I nuI1uII nnI nulIN1I1111II111I111111u1I nulnrll11u)uu�.nUIIIUI NIIIIIIII1111I iilllllUllullliUI111+!�'"11!IIIIIIIIIIIIIIIIIIIIIIIINI!IIIIIIIIIIIIlII1111IIIIlIIIIIIIIIIIIIIIIIIIlI1111IU11I1II111InI1I1111111IIIlIIIIIIIIWriIlII111I11IIIJ11i11111IIIIIIIIIIIIWIll11 _ � , 1991ID23 REVISIONS �.I..Er�KELI Fiff:.p )Z Gam$ LAw IJ .'11�••'' 3 .r ",�� •':(1 V , Nr`• •1"� ,y,1 .1. `M►a, / y r i N' , 's <°T: q 'y 'y�-y(� .i• 1 d�!�'a.'� � ,. �t _--"�1-..r} t ;1`7� I.; P. ' �. t/ ' 'L`r� '. fir'"r- Y• r,r) r 1 - •� �{KG _ r�t,', •,, J'� e ' '•`fir• .+'T; 1 �' , � �, r�, ,r i " 1 __ _ � .' 1 /IZI:LUNi. I 1, �i.w.Nr. r` t �r;.',�.�1 �1 •r � � � , / i I 0 t1NICN�)W4 • .e1F %. 0 i - ............ I I !! y..} 0 O V I >•i z Q x �1 II � ,,t t' •� d I c� No A^{e, I e•? I 'rpGA T•f b W. 7�G'�U D U� �. 1 •a. 'r so • I E E \ ° •'L�IA AGR E EN E.�'' - �� � tx, G' M[� 44 _AR.(yt NAUL.4lT ANC LAA ' 4 v A" G^ST PKOPFi%TY LINE- Cc)., INE- Tio �t TN NNEp � 'rIsZIMMtp, 0, rr,,y,Y It.e<s G I '�'' R wE-r�- �. - _ ! n � �e Mlr//��� �E A tZ,t;N• �` • a. SCI nC, t 00^'`.• OC ! nG I0 1 3 o c I �� I o ,-G'b . I 0`� 1 00 10 °� I c� C>NtK i�" 4t --s o 1 0�v I N w W L n rl ►J � yM c r ./ Iy t , 1 I .♦.. 1,4 E: r•y� � - ,1 NE I/d Tk✓EE V�UJ C.1 LA P44 ` r"1 STEp'Nr STON�� �`=�' � tl,'l.� / -:. ren-y � � ��' Gw � v \••' I .'._�1 ,rt•r�+7�_ ,� +;1• ,� "�•, �..:"..� I� � } h`ta* r 3I. __..�-._�`-. �ItIJl�c1 9A'iti, r.. � � � � ,,t .. .. .. .� ,� � y . s;. Sail► rorrn•tr � ',+� wwo J. •Z L I .r..,.t Yom' ,t'fl+ ' - ♦ � t'ttr ^4 tsJi �.r� DURHAM �' �ROSE~rT S'IT`I j +.rt.. .� +. i IGARLI _. -_ t �.:: p _ kµ<�•�y' A 3_��.. HtGH I •- t�2 SCHOOL l t A L- •- i 3 r • ---- 1 ,M t,o+ , •�,r '(ter I` i 1 18" Fir 11 21" Fir 21 15" Fir 31 12" Cherry 41 5" Ask (S) •• g 1 i•1!t9f} 2 12'• Fir 12 15" Fir 22 6" Lh.•rry 32 A" Ash 42 h" MW 3 24•' Fir 13 6" Alder 23 24" i'ir '3 4,8" Ash 43 4" Alder tl Lei+. • F =GVC) 4. 24" Fir 14 18" Fir 24 h" Ash 34 24" Fir 44 8,8,10" 14aple 5 3011 Fir IS 24" fir 2S e" Ash 35 24" Fir 4S 9,9,12" Itap1u p. 4r r•'• I r 6 18" Oak IA 21" Fir 26 h" Harthorne k, 18" Cherry 16 6,8" Mule w %N, ---- 7 . 24" Fir 17 12" Cherry 27 i" Ash 37 IS" Fir 47 IS" Maple ui AZEL'A _ Jt 1211 Fir 18 12'• Fir 28 8" Ash 38 Ir' Ash 48 6" Cherry �,tv 9 IS" Fir 19 IS" Fir 29 6" Ash 39 611 Maple 49 18" Fir r!` i • 'd' `' 10 15" Fir 20 8" Cher 30 6.8,10" Ash p r ) Cherry 4c 4" Alder -,r+ 3w' Oak 0. e own FHOUK ` ' + 114, L p -- -_--�L _ ._ _ - -- -'�►- T r �- "` +` �xr�.T'. ;1, • ;� Exlc•TN(-� TIES r g� 4eMovCi - :. � a*l PT' --- - - 9 fit, • }v .YA M u cR -set Ir ✓!��-���� ��'{ �?r �`r \ I NI ' r. ,5:^',"' :x9 N'o ISE �. � , :�� •� ►•lU gt'< <E � Tr�EE P4 k" xluu Pc++•.' 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