Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Storm Water 2 BLD-2019-0236 MR 2 3956 Rock Ridge Parkway
} Y :. 5 1 Water Minimum Requirements #2 it - ,' ENGINEERING DEPARTMENT 1 APR �019 ll 904 6th Street Anacortes,WA 98221 '7+11Car C°) ..v www.anacorteswa.gov , '�,; CITY OF ANACORTE Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: • 44 .3mp T . 3 asr e0)--+511zAe.m.1-1 Se►l..,S - E21 o x SW.%? Perm—) AT Dia\vv-N.tPM . I•a Di Clecr 016c4A1ZbC- lD .11"( 5112-E•MTS - x S91t�. PI2ev 11or-1 K t1 - eL)e.nn rt- Project Address:3956 Rock Ridge Parkway Submittal Date: 4-19-19 Parcel Number: P134323 Revision Number: $ Permit Number: (3Lp-ZoV9-• D2.3b Acceptance Date (COA): oS• Z3.1q Reviewer: maNie1J LaNGE FRONT OF REPORT Submittal Checklist: Ac m as ! 'Z�= St .. er-TAB 1 - Drainage Analysis- Minimum Requirement#2 er APPENDIX 1 - Survey performed by a Professional Land Surveyor - APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o- APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) s- APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17 -30 scale) APPENDIX 5 - Documented Site Photos (North, South, East and West) Project Description: (What is it you are looking to do? Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) Construction of a new 2,196 SF home on a 7,647 SF lot. The new and hard replaced surface is 3,162 sq.ft. for the house and deck with an additional 1,456 sq.ft. in driveway and patio. This is a total 4,618 sq.ft. Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) The site was developed under Rock Ridge Phase 5, which had all the appropriate permits and has been recently accepted by the City of Anacortes City Council and recorded. The site is generally flat with a small rock ledge toward the street and slopes toward a steep rock face toward the rear of the lot. The development had the detention pond upsized for flow control for both Rock Ridge Phase 4 and 5. This was accepted April 12, 2018. The report can be found in Tab 7- Flow Control. A soils analysis was not done for this site since it is solid rock and is identified as impervious surface. Version Date: December 19, 2018 There are no known critical areas adjacent to this property that would offer any concern by building on this property, or any Erosion-problems by building on this site. Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor rock excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's o Backfill of site with BMP T5.15 Post Construction Soils, Landscaping, driveway, driveway access. See Appendix - Model Soil Management Plan for BMP T5.13 Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of ail hard surfaces , proposed contours) Topographical survey shows areas of slope on the site plan. Should be very little cut and fill areas. Site Sediment Transport Score: ,.96' Total Points (High ow (See Determining Construction Site Sediment Damage Potential(Appendix 7) Complete the Applicability Requirements — Flow Chart (Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure 1-2.5.1 Attached) - Highlight the path and attach cc�� DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#;only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Version Date: December 19, 2018 Start Here Yes Redi...vek-k-proiraMnu ce'MOM of eXiSteli eqUirenneflt$and Rovv Chart 4tette ' Ole Does the project convert M. acres oft inrime of vegetatron to Does the pro&ct.Jesuit in lawn or'Fartd...c.ar.Aed areas. or 5.000 square feet.or No convert 2.5 acres or Ertore of greater.cf 1191111 AUS natve vegetation to pastare.." reidiaoed hand stplace area? No yes/Yes Odes the. project relult 2.110E, 01/ equate feet. or areater,of nee plias reptaceci hard surtace 31reaT.' AM irimisinmo Regaiszebents 4100 to the oehriod replaced bawd soriboes awl co/merited es velpetaten i Aff*aS.. Y Ctoes ne project have land arininsise ftequirealeats 411111111111, No disturng bi actiwities of 7.0130 *5 the[new ot1.-.Tre!.'ee-1 or.greater7 through apply ha and replaced hard surboes and the land iiishoched- Ne cizepi.N oS-23.14\ • - Minimum Requiretnent aPPlies- • Figure I-2.4.1 Flow Chart for Deternlininq Requirements for New Development R.evised.2:me 1315 ECOLO(3Y ,iease,see irmlpyrIent:1Mo:1 incoloing pf-mnissiceis., Znate of Washington rotator tit flavor) anti costisPrer , .. „ emetwer......eLf •, ,,•u4 SG....,5 u'tJd/ha.n..e.+— -A[tf.ca[=. • _..y2s.C-e-a.,-,..... t+w- r•�-.� iaab -" k i4 u!, ,u jjrri�if'.••"I- s- r/(�{ • .Wj rT:. : }p� .:: • •c' •I.. .w • _• (^ y r . t•, f� YlllYtb'iu,�:uauG!, \ I ,R ti • • .7{IP iv gr 7r ii_ ( R . . Y •J" d.".t b - y c M _ R l: <, llfl4/t • ., { { 4 1 i411•r Y eC+u. 7 f • J rLr 'y !X/ ,L-e es �a.�' �•r7 ?w : -?a ^ A•- ` ` r ",1: . ~-s. �?4 '..... �• '/.1 3a„` o- b. ��-"1 W t .rr s ICerl * • . . AC' YY� �iLT+ "'L� 'r� [ Iti..U) 'G are• 5. • /� Jp. JAt T , 1. • • 1.'. .-.c. ,y - -./ W- i t - -Y4 4 4 11..i i. / � �' C t so- �, i S ,� �. UPI ...• �I,� p/r •/' a [- a- w, y y}' , ''Y4 / L7 . -<. 1 f� -.ro'y c i 4♦I y'�< •t�.<_/ i • . ? �.`'•i� a •i/31f. 'o4x♦ • T. 1°' e'�',Y . �•Y A• i~ K _ <r . ,ann.•. -,f-..a..»._......,. ••.-. .r.a ,aymr ,l . uf' s. �I1 !(C'_4f/fll,dtttlGdlLluA,u u, <- u, , /V,,, / . jY7//7C4'Iiz6LelUeulll4L/14q</✓LGP1/'1fiSAl'f/•' :[uaC0u•//P-.ui,..4,4/kt's-A...w✓ _-../ fa aluf/ '/. _ - •vim ..•... e l • 140 ..„........_......._.,__. •,..2:/1-11/210- ma. y • 9yy 1( •: -.Y < ; L•+•' ,. . . .,- G d . bi tuL/ KuaL.b ur:Y�� , y,�, 3 t l ^ tS • a t t � ' xn• -•alifleir smom ,iLfne' 4,,,.: a- 40 yv.sY -vier r 3ae. "_.:.�aarz;,_cuf•L�•...,f,..... . .. •a'-t. - '�,-_.4.. - - - ' 3"•e/-={f`"y �6((�(((IfN4hrdle_[1e;,'.Y., . • . • • If1/L+.fir , - -. •. . . ttext ,Qu &toi . .«. . <wf ` 1 _l - _ --- - '1GvvL+a•/^ru .lur..o".� 6'�u .n✓umnu✓.t.:i• ' •bNF�Ul4luyJb///✓1Rl/4/Al A $bN,+i U / 1.• 6!</}ri.. iMrtL: ,b .(f'w• - [j , • ? '1tiwm'n 0 1.. yet. • - - tick' . � _'8ti-i_ --.L: .5. 'r �i ,� • .Ili-�v i•'. :.f•y1` ' . S' „' .f" : ,..„__ `':c�tt,t :"c, /Il r i• r * fir- ' r 1 �f is an ...,, .4..., • s- F d ' ii.-...6 I ; • e. i •tsr ` Y ,� � f � ~ w yi ` nra; yr - € - ' '9t • �• %Yt� ,re -sfel /_ :•14.e.m. •i p ` 3Tw` 3 ( `�i ) -�• s mot . .♦ - . . /a.•^iuLy..<....-..a.L�T /tfI1fYRY Yi�' 111 _ •__ - , _ _ _ I vi 11 v.. -�i'' • IS l vt:.":.N+.I.hU:U(!t�/iwi�hr/�!(([.0 i.i.oviN.yJFutn aut<gp.oyu.,. u / j . `� •r is -r j�}@f�' •,• L ? - -/ h.0 w..:+.,•..I:.a<✓ / <.,n..�"//_jd3llfAirthL.N4.Vy A..r-.rr. , . ,0,... e iti>is t. • 0.1 1 � ` a'� ad tT . - - _Y14 t � . , j -y.. fit - ii 'I-'44'b 1 'j. allo •' a. r• 5.�' s�w � re--Zit Y� 2• -c• yf �" • • ii tlthllsp • .. (/.t1�4_'tdiSHI�WYAIt/EY+rlsCd!.t4U14/iKf'( !I 1 iu /'.... _/di,IJ,ylluury ...SWo.. _ ' • I }•-�7��s�i• 7 1 �'s�4t 1! 'i' ,r{{}}��.��� 4�9/V. y �a esn�1•!a �•+ y�i,]� +y�yW y� t i '`;:''9` ,,,, •r 1jr-r t a i43. 4s qua A�2 o -mo /'�► of in ' + ! att surfaces ? ' 1 '.N.:-1 ... - -.f - -- tinarnq�tUy, iliaiq• , > i.,.. . a, / N l< }uafuFru,uKG J/uu(.0 . - „tda,.. ,,, 2 : . es . . ) • �������"�(L(y�' `� y S ,-y Y, ~ •bus- ♦ T'VaT , Alf-. , ,.,E • '. , y I-. a - a'' 4= J .. • ' -! ... . }� �' - ! TII1 yE -._ Z f� , � 1 ;At X.a11 Ja •�j •ilti j • r1 'b•i � ✓ e ttie ��'j'j r„ha�.���• l/ •'/ 4 •r+ !y a, •As. bra ' y• �i. :•;� `t'm F• • �YY}}••�c• r. ::!(!!•d t fr411 ..Li F N l<u i. , , _ 4¢r►, `( a<j� E�y�i y{• .tom : � l _ '. ` A�R(.Y Lf1aL.'if -.r` <II,w.4I.r.I gu. ,. 94N i i`• i.4[TPni "- 4i• yo. it fa7w� r ,' M '" - '!t t*.1%s ''l !g •J, /,.dr4rfr�iw .,, :A/4 �p�y f}� -. op is of t• .pt f' ,;w . __.rtu,u'L':1uui1C4W it mire '1 } u *N• �i', j tao.t• ` y 'I r• •f ' I t�, � aktIts � 2f: /� ' ' 4 '' •P*�#: t1 I ! v ' �.�.Y,11:� rticludin . - : • -. •, k4,g,y,Iu..,,,e.n eGlsegig yam Su,<yl. # rr :" 1 " ! 1'�M. p +J A'�5^�• l �'�/ 0iy _ 'J�' R • Tin OF+��' sue};�yJ• .{�yy. .$ - .-: ' . - /,� ,,,„,NLIu4V/Sru I ,/ J + } /Pir Yil" . ' • • sS . 1.1 IIIO./;f:du3Jb.,, ty» ; _ i . . _ III! •^ i jy {+y���/ i� .j5I _ H( yy jr. ,yM� J e.�p f u,n»rr.!,�wu / - - _ . /n/GYiar�uu`4CY ,u ."Y• - i• y/. � "+p SA;1�f !� airy al) ray 1 •i,� ste a'! 'is: . SS - . F7 -9, *Lyra- d the T. -g ,�} 1I 4., '` :l`rp,. r le., .frA,bt ,t-..k^gyp 6zsl..�5 .... � r.. '"' • •• • - u4,u<+u/u luiJ , ii __ -_ _- ue.�-ate ..�.....^_�s. ;J��, '- - •au:.....w ..e� .,su.....,,�.t S - te,. ...-_t.--wa�.s�.tl.1< a•. 3:'/= i.-'�..•r.�i u.ulutr4,</u�, 411,/u4r ua /Aer/4,yypu LwA...re.y ,. ,✓JLt 3 c /1., ,., "•yy /F1 ' • - ` - V 1' ' K' . . tilibli- rs ^ - fir+ , / p+y _ _ i. . .M. IPS4 jSii . Ives • . .., -f- -;; Oat- `s4 f ( e•14 ' t" . ,144 ,..:...E 2..l . . .. ?kart' surfaces and corsverted �c ern on h - - ' • Y!u Ju -, u[,UJ(IRUu,p(U,ku/ - -. j ,� _ - .. - - ,__l.n.ti r.f-tee...__.__.--•.:_• ,U / , • • CI 5 "ZS' IICk fiSAspip iiiiiikilLinor irs, - ,. , , • ., - ,, • • • • • • • . .4 „ r . Requirementsfor ... i` M� y ; • . 0 PARTItif thin!' tlif A iccePia? -GAL mega 0 . lk -CacylAc nistilitt__i_a RiNts..si 0 i li•- • a Ilsz . reI. F3 -. (4**) L r) t:Si_•YG1 114 4(• = yj ,. - .• • • .. .. .. • . . a dim in........ wu. / . , •� et a. : r' j � f.,-. r i• ar : r ri oy I i. 1 Y • ,ter j p� g3 1 �'j �y t y�r { w.., sli—,, • y r ® �}s{ v ,. y , s• tri i 1 �!►"!i: b` en.. $ ' . .ei3'4:d ►,6ply l , . 1 .p I I 'i .�: 1 f � F7 � r . . :- ^ N.,1.,f r Is. •1t� R� . e1y: c•f rM' y ; , • , _. , 1 ! +� .., Oise' r - g � "- 01 0 9 / nC1 . in-c dam '- • • Girls , lir yositiy IZf mitair . ev..nuA.w.uS. ., . ti trr/.. 1, - /Sttisk , .J+Clii' CU _V t !Nn/:.ru,l , •,r' ., < / kOdkd� .. .. • 1 /,:,, u1/N/A+u Va'We'' R."ryb' lJf<3:rw .0 .CY.yt6f(.'{(!f[tt- -=:w_Jfi.Yii.ruu «u, uitLr4/uud/N,yy,r /({t(�ff/ . . • .. 'iYIMJYJW/fE/.Ytw.1/ri.lL[K.4Y,GW/<Nkr.t'.fLr✓SrLN//}iubtf8!lltd�tLuf . [uu r./.� I- ,. ••. .. . - 4 I. TAB 2 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. Version Date: December 19, 2018 Table 4.1.1 Source Control BMP's by SWPPP Element Element 01 Element#2 Element#13 Element#5 Element#6 : Element#g Element#41 Element#12 BMP or Element Name Preserve Establish Stabilize Protect Control Maintain Manage the Protect Low VegetationlMark Construction Soils Slopes Pollutants BM Ps Project Impact . . .L. .. „Access ........ Deveipprnent BMP C101: Preserving Natural Vegetation 1 BMP C1l 2:Buffer Zones BMP C103:High Visibility Plastic or Metal Fence BMP C1O5 Stabilized Construction Entrance i Exit. BMP C106: Wheel Wash V BMP C107: Construction Road/Parking Area Stabilization BMP C120:Temporary and Percent Seeding BMP C121: Mulching V I BIM C122: Nets and Blankets ,f ✓ BMP C1 : Plastic Covering ' BMP C124: Sodding ' BI P C125: Topsoiling/Composting V BMP C126: PolyPolyacrylanide for Soil Erosion Protection BMP C130: Surface Roughening ,r V BMP C131: Gradient Terraces BMP C140: Dust Control V BMP C15O Materials On Hand B P C151: Concrete Handling BMP C152: Sawcutting and Surfacing Pollution Prevention V BMP C153: Material Delivery,Storage and Containment BMP C1 : Concrete Washout Area v' BMP C166: Certffled Erosion and Sediment Control Lead V LIMP C162:Scheduling V Version Date: December 19, 2018 Table 4 . 2 . 1 Runoff Conveyance and I reatment BMP ' s by SWPPP Element iry 9iu-i/vw ,/, v,•, .. .. / / /,4i! �. ., , //.V, ,V / i -. YH�/{119Nflf ' .It ,,,,,/,sussrassas4„,„,s?y/f„Yenew ,!s: wt,,rw . .„4„yssfit�sst�/J/J/'///JJJiYJ,G/!J�Y/JG ,,,JJ/J/7 ,-;,„„:„:.. .,:„:„.T.:.,..,,...., A.:47: %///JJ,r ..EJJ/.11,•�6` JJ/fl..,....s , - , - ..04410ir,/ 11"7 aff!///iel ':,/ Lr , , ' i : Effie/wan . 9446 cepa . w 11. p / < . � , 7�j - .f ��% • • MHz// % 't i>y ,�rs0 .l� ritkfl&lG44( /1 eatifM / FF/GJlfllfee ," , - , , .�GffiJ'+4�' ,. '/�f /////�////.1 f1• .J/iJ f.. ., „/. ' �S! 4 % n n, , ., ,4,! ;,t, , is y i 'Yi, • - i•'•1./•/ ,' �, •.', ' /J / /..• , f mre'i'UJ.?/n/c ,, Syr' ,e,,f/Jf/JJJJ.UJ///.lff/.G,l//,l/J.!!f/JLlvil/.IUJ//////r/y,'0.4444 41/441iwcuuuavir14SaW4uw - • . /J, uw! „ /isri.Y.ssuucuv uurw,uussw.uwi t1wocw4454 44ow4uswwrii4W// ariii,Y,.w,u0/444WW/4“uw449/0 (cw.WW Htw".rr'*4rriuucwi4W/ i wzv%4049.40.1. 4444WW4414 4wa Mau w4sam RwA4444aarsiwtuauY 7 /. Cat �/3� G , . • vuyrawfuv�NiurNai , .. L!I/itr/�/LVL6NatYi(s uav✓. ; : . , d :/ /,V4���!'G/. gSgaleiird! -' / %E,rr / y 0 .6F1//f/fr%/.Gf+YeJdf. 'J/J%/,u1SY///YJ/.sf/l1�,,,,F19,01S.J/lfsff//J//.1//JdJ,`!/•%iJfY.'�Y/la' r/,i9' , .'' . . s- . !J!rGw/ - , . . . .' . ,t,"•,"$t 4 •,•r43""44a, . ; - �ff-1 w.u4aHH uuuw,(atmu?4 at( fft 4w4ua `uaY/NN//N,cuuw(0/.vw//,i/aywN///' Amin.I'm.ra( lin"' 0 d. 1 , y, ,. y •t „a+SYl �ti, u+ �t lr/ . . ttuaur<uuaaw,a dialer va!lurl6avai.SS1 e .14SrJG�GiJiffJJJ.SYJ oithow / _ - Adiei YalliGlU/yJ/!//J> f!J.Glf/.Srf!�ll?.'/ /-• I l ur,///',,ea''W/at5sftwsw"•/.!.,.,, ,,,,,, ari//„.„efi' ,,,,,,,,,„ „„,,„'/':y/Nrr..w,...........luu .„„...cet!t ...„ -..L AA!iYrhmyy„.„47 , ' ,,,,...r or . sir/.ee,,/r - "•••,•••,,•,/,•"•y"•,•""HA vN.,i ,/4•WAVIA44414143.441444wiuH/ '/11.4v/ Cg4U aYW4!4$ sW%••uu•,w.wvR 1 y as s, utututtuull(!G!!lll fCt!!!/" / i' , a , , lf!llCNl, uf!kl�rNirK!IrCGY�ua wvl� ifrriy(l�yu/.f1': f1�G/er6SYJ/!!a'%�44v!lyf'!!ulessffirrurrflyluv/ywrt,Nl 1,, o . T y / ve //JJ/.l IS!Jr�rlJ//,GI/i.YJJ,f�////////J//JJ/.Y%/r!!!r//1.�r/ f//J/S'.Gl!JJJ/rf'JJ//(///JJ6YrYNf/.y/j///J////////J//.G///JJ6%1///f////GY,Y/iY.U//J/ •, .!/J/%/G///!f//J. !//J,�/J///i//// ///.Gllf!/r!!l//u !i/. *S'j�/,l/4s /J/%/iYf///J//Y/J61////6J//'/ff/J A :/Jf//Y,dar/JJJwaJ.t'//JJ///,6/J./SSf'JJ// %J.Y ass JJ/a- •. .s ,/JJ,/J/JGJ.cy//J//////J.Gly/J/XrJ/9/, . .4ralQ9/,0f94.&uv - - - - r•/tt! .. /•. - w4440444.,44.4444r . . . tw{su.IV,,HNN.Nluu...',1 - ,wyiaver,auw.srw,•,•,,,,,,,,,,t/•,,a••,f 11,9 r•' 111•41 t v ua<utituuu/,S/a //J/Jy//J/.GI//.GI%/J ////,f////JlJ//,YJ////////////////%J,f//� /.//G!/4l/JJ,G//l//J////J////JJ,IflIGU////.G/, • -Th., 4 ,.. 1 - ; • .',' s• - / .o . . . /- 7 • •s- / • r -- " - 1 , 4.7 4„,. „f„.., , ...„:„ .„,., ////l.i40,/a, ,./i%lJl/rl>9Yll„x„,,,, ,6 ,,,,.�.G,V. ,GWr�Su'!1 4 /.bY//.!//6f,Y:!' .-alN/,r//.67fG�N///!!!//.di//f6(///f////!�!!r/////� , Y,„....W/N//.a/iiiii�....l.„, i..„..,aG///.viiicr(// liarJ , ,.,,ry.�•,////,'/.'///////////ti1 / f4////dii- 4,,,r./d/,!!/////Jrflfl///////a'ri/hbla'l�L,l/, • ; g I . .Lff4/,l/,G!G%J///.U//l1.%///l// .,: / %ll/l/ate,4//..11r .Nel(V///- rd'flly///////l,.%//,,/ibyr/ww/r%//e"'rr nru! ..w y/ sz.. c scl. '91. " / S • .. ;' .//,1.�,/,k?4%/4tYdHNlJ,'Sfw.sua 44;11/f//,f%t1/✓L!/4141441,4; /. //////. •,•,,,'•Iyll4/40# 44:414 Y9440Y/d�Y1 ,4440PA1440YN.rSSW1HYN///4Y.tf'/NW/49.1.!! 'faW,lrafy/.fH/HAfffffk,//,GI�Y.tdU/b16aS�///,lofGlld.Y////.XY.SYlf,11CN/NH/.a'.LU%.dU////,Y/H.I/.GE/,4U/lI,Y,Y.!/,llGa'H/.66uf�Maa�,/,,,�.�t4Y/ ' /////,Y/,as'Ma✓,W.KaLfa5y16Y,fY,dY//.a46' /, • .. //,H�kit ,, - uuuKN,/ - �/'t OW Cal" ' ` fi tan triwt. ctrets. :St, y / , y ,247,J//l/6dY///l/i1lll/,14Y11//////..no///Ul////,6fJr//rf.�%l////,A1y,SSJSNlJ6P%rJfS/'ffs!y///,s'1l%///!S/.;r////„fl.4JfyilSlYslY.Kf%/////dy . //////,,%//l6//,,Y/.G,YW SY/,Jf W ///////S,f!//GY.fc!r/alli//l/%X%//YL f/////d!1S//,:fYliY/,miYiYJ.d es• d//Y/iY/,d,r///////.blydatf/'/N/�//i%l ./S//sae//YYf/4YafXYJ///,J/4/ der/15m.1!:yiY/J/O,S//fi6Y'dlfdt/ //1; ' lffS': l y:/ ' 41 l yr /NiS'/Y0r/,ecWir//f/!H/ri4.441M iwJ/.u4/bla'/,?y/4144!/,y w!,r,/suwia9u' 40494/ri49/90WH.syy6duuae"// uPI i,,,,,,, ,,,,,,,;yy .etw.tyNa,rw146W/449111/ N,Y atawaiovagatam. i,,p, is N.afssa4w444,a/S1%Y!' . !. - ruruawacwauwv�y,:aw . , J,i%Jl/'OAI FFWFr/lfl// //l/JY/////// /f 4##A(4'///ll/Sf.WlYl ' JfSlY//'.r/fJ///ll,%l///.fr,Y%J/JJ.!✓54 !tel#1Y//.f1,41'1 ✓// 1.1////J/./f.rfG!/J////flwaa<,ls!/,sfdf/.r////// . tacas:w,s,,w.iisou wrleat, / ,!!!/,t liJlGl 'sS�i.YlalG,flllGSSf/// .409/.f410''W/10,f P .!//,hail,,alb20,114i/.a0 /LW!I// ,Sk. wJ,14'.fflf{k G'f, q10 ,Sar/l/S ,,d/1f'rY.l!r //lll�fr/ly... iY.l!r'l/y3Y/Y41/3YA"/f1'G/ifl1SSS'/63uge#1f4 / / 'y ` eft, / , '%, i . / .- , 7 • - �fr r A . 44146600444/40309.40//#49./574,:f,iiy////114,HM444$4 /H. ,11/44 W.#N.14040 H, 4444H61StWSWM/i.MOHtaw.w/l.Yb'/dbY/.aNU.lw/r .ftw/ •/,W/4Y.f�W- 34ifHS 4355 r -. r r ..•. . ssla�ssassaf!4ls,••s:ufwYasw .uauu / / sreHHHu4Hssyir,/,fssHweaseuuacy//.ssNsty � / Iy, 1. s'/Jr//JJIIJh/Jl/JAs.�/lr/l//lll//////ifriY//l//lll. ,lSYssit1,�/ 'll.(Oylllll/,fG6////%/JJJJJ/,lXr/l/,Y/.�/ Yl/%f//llll,FWO/lllLUl/ •////////ll/lrl/.GY/U///.///Ul/,G//,:/t/ /lll//,fff��J,c///dlll6. w" • ilSll�Jll/�YllNl/,tflfI021, ./l lflialief'l.#40,4//.l G/////.l illl,Af/lJl,!!!/l,!! U/lG,il ' lJ, ,�LdrllJlegg,fllflrf�fr/Y///!//l// / /ll//////////,fr//,s//l//////S,1,l/,rJl/ ////,r/.WJ//i r//l/19,9,,a 4l.%ll/l/ rt%!y / y. 4 tiY/J/l///ll/X/lll//1415',s'.., : W,u,u„u/,,,,,,,'•,,/VT,15,•sy r ,lfrfru ua,!rra' ' - , //:9YJ//H/!///////l.W//J,fNJJJ///s/l/// /iJSN,/l/kr//Yr f!rry//./JN'///rfi'%// ' Air/,dJff/iY>s'le,1//,SS%i1fYr4W/N'4W .%//l////J.G1!//J/J.IY///6Yl//.!///J//Yl,/,ll ', - ,fSisseams -. - , . .. . . ,. , NtuluKusY//// /////,4f ,,At/J///////l14//,//,,'/ Ifr./4/.fr//%Jil///l//,r!////.fUJ//////LU//////lG////f/J////////iii,GY//i/y/////J///D//////l///////,%//lie //i/ry//ib////ry///�'/.'S///,Y///////.N/// / /.alariaaw,vavraiats�hi4* ,, //Yauulr//esaiat/,Gl////,Y/id/. -,/ //////,ay,w,s,/,w�//r,/u:v.�w!!/N/ %iiouw,t// ssw.�ursukuw / icswia.W,N/Na//.�ri///iY.1/ i /Y//47,/Y//J/,,SNJ//r/P/Xl0107/17a 14:02rlc�'Gf'i//,,S///i,%///�////!/rl//////i���/J//r//l , i / y. , , r • . r �Jy l t -,,, n 1%/.61W1i1!w'!�1d'flf'/ G 3: f`•'•••,,,ff,yy••• urifi:1"'lm*#S - , tr"!•�",'/y �,i/.%/ sSfSS' 4'/r„/l,1JSl1 Y/•FlI,I,Y/lJ.faJff' •, ! .f1fS/lsflSYh1'.S!////J.N//ri! r , ll////l//Jls'!/l/l////l%////H/GI'�//, , ,/i!Y//!llNlffr/d//ill///.aS%G1Y!SfSd* S/a/iJ/" t aw:4wamuu der xa ,. 3: /ll lr/full!/ lUl ' y %�l///Keifi11/llJ/lllllllA/llll/J/ / l �% lYl / / ll -: � lyl// / % hr//!%/ G /I /9rif /ll / . m.,„ is, vi / - ../ :,.. : . - • 0:71swi ie 1. riMP as go 7,y ,L /N yl/ /0/400.1409f'1ir / WO//arie/yll a#56 % Wi14/%l e• 4MIS% ' lr//taf/fd a,!%//Y/6fS /// /• /,S /4?/// // cer. /1SY/ NY//1/ ,01711JYl/ b� h y , / 4 4 j 4: g ,i. , s / . . , , , , a # s sa / - - AV/�/-. /Nf NU•f1141/ g14"1 1/4444c1 44<444.fK'Law/4W-444.44444Wl� 4 .Y mAssoOi3!f'NN,NalNSffStf�N,tt!N'ifat/S✓//,Y/•Y/////N//Nil//, - , t,,..,....,l,uou lit 0 • 10 ".��j / ; 4 1j1J11 , ,.,. _,1/4efi r .`: //Xl IRIBP.lf ,Alit SY// " //!/%1,U/J.N/J/.lejWalil#.:S:f%1.11alai!//l aaaMa'l!/�y//s///l6kJt�klllFafl a/404/ ///,Lf9,,04' ...;.' .11frlFk K /' vrHurw�.a+tw+f vaufua i///iilrr/lr�w�le�/,lllfly . . /ram/ll.�llflfdlflfl',Sfllr y /6:Y//ial./N,./.Kfltu.. . . f4,.UG//,4.f' .litf((//u(,(///"i/J!l/U/uuit(,ufulau.u,uu. _. N/.u.uu,y.um•W'/L4t([14Cwuu,/�j r , , ,.,(u..(uuR !4! • • :la t,••f,•f,r,•,y'fyygtl JL(e�„(•, . . • 1[YY[ Yuu„uJ .,✓lgyru..,,'(�,, Version Date : December 19 , 2018 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: James and Lezlie Massey Site Address: 3956 Rock Ridge Parkway Prepared By: Jim Sykora The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed I These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. /ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑ Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. 7 Site was cleared in approximately 201%prior to the construction of Rock Ridge Phase IV. Under a Clearing and Grading Permit for Rock Ridge Phase V, brush and small trees were cleared from the site. ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ❑ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ❑ Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Version Date: December 19, 2018 We will utilize BMP C107 Construction RoadlParking Area Stabilization. The installation and maintenance specifications are attached to the 13 Elements. /ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Since the site is solid rock with a layer of soil on top of the rock, The site will utilize BMP C162 Scheduling to help with flow control. Gutters will be installed with temporary downspouts to the gutter downspout piping to convey any potential increase in runoff away from the site. The project will utilize existing BMP C233 Silt Fence along the eastern and southern boundary. Additionally, the project will utilize BMP CMulching along the west boundary, along with BMP C235 Wattles. G (2t The Concrete Washout Area for this area is located at a central location within the development for all projects under construction. This BMP will need to be designed and reviewed by the COA prior to implementation. The site naturally discharges to the west and east. ELEMENT 4: Install Sediment Controls ❑ Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. ❑ Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ❑ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. ❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. The sediment controls have been identified on the site plan and are included in Appendix 4 of this report. BMP's that will be on-site for additional protection are: BMP C235 Straw Wattles, Version Date: December 19, 2018 /ELEMENT 5: Stabilize Soils ❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ❑ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1 — Sept 30): 7 days o During the wet season (Oct 1 —Apr 30): 2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. ❑ Minimize the disturbance of steep slopes. ❑ Minimize soil compaction and, unless infeasible, preserve topsoil. Exposed stock piles will be covered with BMP C123 Plastic Covering and other exposed areas with BMP C121 Mulching. .'ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). ❑ Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. Version Date: December 19, 2018 The Natural Discharge location will be protected by BMP C233 Silt Fence. ' ELEMENT 7: Protect Drain Inlets Cl Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑ Inlets should be inspected weekly at a minimum and daily during storm events. Inlets will be protecting using BMP C220. A Supplement detail will WSDOT Standard Detail 1-40.20-00 Storm Drain Inlet Protection since DOE does not have an equivalent detail to use. ./ELEMENT 8: Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. The Natural Discharge location will be protected by BMP C233 Silt Fence. ELEMENT 9: Control Pollutants ❑ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete Version Date: December 19, 2018 washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. All chemicals, liquid products, petroleum products, solvents and other potentially environmental hazardous products will be locked in the site job trailer. BMP C154 Concrete Washout Area will be utilized. A Concrete Washout area has been installed within the Rock Ridge Phase IV and V subdivision. No fueling or oil changes are being performed on-site. Contractor will be required to have a Spill Kit on-site that is accessible by all workers on the project. ,iELEMENT 10: Control De-Watering ❑ Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy) water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. Site is solid rock. No Dewatering is anticipated Version Date: December 19, 2018 ✓ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. See Element 3 above for additional BMP's that will be on hand for additional runoff measures. BMP's will be reviewed and inspected daily and revised accordingly. ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update, and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ❑ From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Since this lot is part of a Common Plan of Development a qualified CESCL will be on-site. A sign will be posted on-site with a name and 24-hour number Version Date: December 19, 2018 ✓ ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. There is no Low Impact Development BMP's proposed with this project. p icant Signatu i• Date Version Date: December 19, 2018 TAB 5 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5—On-site Stormwater Management All sites are required to utilize BMP T5.13 — Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5 —On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. Version Date: December 19, 2018 APPENDIX 1 —Survey performed by a Professional Land Surveyor • Version Date: December 19, 2018 44 �\ ,�� d 'N\N., I � St PLATOF ROCK RIQGI\ // A* / / SOUTH PHASE < 6. . , o / ,„ . \,\.\\ ' / .:„ `, \ \ / / ,<- / ` t. N \ ` / / N 1/4, • 26, , R •,. \ p/o / tl, . LOT 11 / y\ \� \ ` � : I/ \„\:\ - s.:\ ..'\\,'''N> ' N n \ // /A cr LOT 10� c" ♦a. go NOTES �``\\\\\\�\ ' \\\� �`� ,. COVER. /J / g '€.61 SET COt� , 1E` WI„ P IN CASE WITH 1 / ti3'J •y \ / \� w r--7,533 SF 2�� \RE-BA ' : \1* .�t 2 : / /��Q 6• .' 03 S ♦ 3,Q\ e .€'K NAIWIIkSI ,A MINUM DISK MARKED PLS 27807. / • • /,Q� 17T_ /Z / ,Fr O t PK..�E)< I ,� s .,',.. sue\\ PIS 27807 OR AS NOTED. / / / /\` LOT 9 �'o. /-1(O ::\ Vl ` 5-8- .. , .\ \"0 ♦ �� 5. FOU /' / / 7 5D3 SF / h `'r `\��\\�2\\ \� (�STING� >\IMEN� WITH BRASS CAP IN CASE WITH COVER. / / / ♦ / ,:\VISITED 5-8, 2, , . \�;\�` SUMMIT. / :;:. 4 3/ 13 $3 • \\� ®FOUND �N ROC BY S / 05' /t 2 / \ \ \\ fir ,:QUIPMENT ,\, • CARLSON CR2 2 TOTAL STATION. / �q / / �� ,. /0 ?.n' `'� / \ e�\� ` .\ 1- CONCR , ONUMENT5 WERE VISITED ON 5-8-2018. / '4 // �..r / a //.�2 �� / / \ , 9 .,, . ...O gSURE Mr..�Ib WASHINGTON STATE SURVEY STANDARDS. �' ,, L©7 8 ,� • / / \ ti 10. :.5,, , ,• 1E'tFtOp: STANDARD FIELD TRAVERSE. / // y +g0/ ti / \ .` 91. 51 F BEARINGS: PLAT OF ROCK RIDGE SOUTH PHASE 1 & 2, AP // 4k. 75Q3 SF '� // / ;. f:,��= /22 .0� / .`. • � `,`�2. ADDRESSES SHOWN ON PLAT. / / %V v�q "l gyp. /ik0 , g�2/ `� r ��\\���„�� zN 3. SEE SHEET 3, PUD AND PLAT CONDITIONS #2 FOR BUILDING SETBACK / (;, .r / y 6/ `IP. op .�, \\. \ ,. ``\ EQUiREMENT5. \\ /' y ' 4Q ��O o0 �-/ fA / .cam // 1 u� ��� \ ,, .\ . .. , 14. . BSBL - BUILDING SETBACK LINE. y / o,` 2 3956. ,, . e/ / �., �9 / / •t, LOT 7 / ;�'2 1' v�Z 7,647 SF ♦\ .�`\ Of// // o, 10,095 SF / �� �. g/ tft \ CURVE TABLE ' / FNDN411, BI % s 139491 / , / ✓�,s \\h\�• \ k,,,,,c.\ .. \`�'/ / rh • u' ,• 0'>\• \\ `"`,�� s`\`' NUMBER RAllIUS� Af2E i 1~NGTN SIEL.TA ANGLE / h'OCIf BY (* t Q� / 8 :�\�� „ . \ \� Cl �'25 00 209 67 53'23 3i �/ sumo '� 6 a /v/ / //� LOT 13 �� \ � ��� \��� C2 100,00' 136.56' 78 14 35 LOT 6 F` / / / �,� 8,741 SF \� \\ N \ C3 100,00' 64,35' 36'52'12` / .' /' 8 712 SF // /\�`�� 4' 1s \ •\ t C4 175,oa' 165,21' , 54�25'01 f 947� �, / /�� J0 858( �\�� \ -- CS 275,00 239.33 49 5153 / l Q/ / / J Q ( .e s �4, ;`�` C6 200 00' 30 03 8 3s 09 / FND NAIL IN 1 `¢ ``'/ �'/ '.� u• ( ` c�\\`" C7 200,00 6529' 18•42'15 /�� hYkK 9Y 0.. y l is / / LOT 14 C. \ t`�` CS 200.00' 70,51'r 20.12'01r . SUN�iIIT s► ,967 SF . �•, �\ .� C9 250,00 40,38 9 1516 / LOT 5 76 ��/ ` C5 +/ S " t" C10 250,00� 1015 2 19 33' /�� y9s 1Q 600 SF ate' `�i ,�� v/ 6��c$," A At Ci2 250 00' 74,77'87' 17'09'33' , 40 �, �/ 3�gp'] `�� , ci C13 250,00' 24.41' 5•35'41' ``� /0 i,4 co nr. .� LOT 1 `�\ e\� C14 75,00 48,26' 36 5212 " J �,� \ Cis 150.00 $4.35 32 13 09 0 h 4 , ' I ' 25' `: \\ 6 �, ;"\ ROCK BY 1 C16 150.00 30,59 11 41.00 �� Ivrti" 20' PRIVATE •- •,q -,1, --•- ?�'� 1 \\� a` \�� �o C17 150,00 27,53 10 30 52 h♦h 4' a` �� C18 300,Q0 44 76 8 32 53 .p ACCESS AND � 1. .. A. I \� w I S 6��\\�,�•�� \\ \\ �\ C19 300,00' 77,93' 14.53'01" ,► UTILITY EASEMENT ; / \ { �\\\ �\ •\\\\• RID REiM? C20 300,00' 96,96 14'53'6" LOT 4 .1 : m R \ \:\\\\\\•'14 , L. •,� .�11/ & CAP BY r " ' r \ \`a39�j$ ��;` �\ 1,3 C21 300,00 10,18 i 56 41 11 I ;,a . - l •• SUMMIT FR " N s21atlp, 11,941 SF 139431 I ul .\\ °1 `' \ L ;\f6 ,. /' C22 300.00' 31,26' 5•58'12' •o n ff� •5'16 , 1 c\� tzli \ �,, 9, ,1 \\SF �., ,� �, , `� 9 a `� i LINE TABLE z LOT 3 34,87 �f , \ ;�. o m :' -,94' 10,807 SF 139411�s9s,"k• pl �\ � 'f>•59. ^ .� NUMBER BEARING DISTANCE • v \:r- £ •� / Ll S 1'17'12' W 15.00' al S :" 5'16 W ::�:, '�y�:� / 12 if) r y S \ .•�\ Sg FM) NAIL RV / L2 S 37'24'24' E 20 07' cq S4• �b 39.15 `\� � � � ROC BY / L3 S 79.18'24' E 19,17' o m 1p f4+ f.� �` \. � f'b,/ � SUIdIIT / L4 N 20'12'01' E 10.00' z o] 500, 4' 10 c TE' \ \ , ♦\\s` kk LOT 17 '. / L5 • r e �► `l 0r\ Wiz• \, AND\\�3., '" " \ \ ` 8,321 SF a / / N 43 26 45 V 10.03 a - t1TY EASEMENTl ''l\\\ �\ c :'� / w LOT 2 0 ' ‘� LIST • \ ��, ��\ 4'G9. n cA / I • PK NAIL IN SIDEWALK SET 0.50 FEET > `�\9 \ / �\ / ss-w s6rst or TRUE'CORNER 4 3 <, .` mil ' / 9' 39441 I $��'. � � rj w - ` I:., I _\.\��\ w3 / _ If v. 1 ._ - _ <``\ _ .Ise ,� '- n / LOT 18 GRAPHIC SCALE t� r �. ( 100 •.�3, S` 86' \ ' .:\ 4. 9,830 SF '� `' 25 0 25 50 '00 = 4f 27eot ' N `.\\\ \\\� 3�\� t, c// s�1` �h �o� ( tit �r ) `.. 8 .\ . . 175i �\ c, I� ds' o� �0) 1 inch 50 i LFANGFJVT \\ �\\\ �ErR,OSS Als•, A4. JO a 2 Nr \ • �,\ `\ \ OWNER/DEVELOPER LAND SURVEYOR ����1�� Imo, \\\ \\\`.�� ON L3 ::, I , N t42'48.V 240.00' M RR SummIt`� NW LLC DALE ;�IERRIGSTAD PLS • ` ' "" LOT 15 ~``'~�- PO BOX 319 4320 WHISTLE LAKE ROAD `` I \\ �' 12,659 SF ANACORTES, VA 98221 ANACORTES, WA 98221 I .. ;•- '••• r� 360--293--7431 360-299 88D4 \ `. \ , 1 1 cia " \ PW #03-037-DEV SHEET 4 OF 4 *:\N\ . \•\�� �\\\\ Il cl y - _. T _ SCALE: NOTED VIIIIMMINWONINIIII �; • ,i�\ I 1N85'14'46`W 90.00' DWN BY: DKH iGS E �, I EER llr�.T ®G �711 R 1►E I Vr\\ I I I _ JOB 2015-146 \ \\\ ( 1 2 3 ¢ s g 7 g o TRACT B PHASE 2 \ DATE JULY 2018 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 O... \� �;,�:�\� 1. .- . 1- --„ r \ \: APPENDIX 2—Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document Version Date: December 19, 2018 90‹:taxeo SJ 6m ( .L_ PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age # of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address / Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED (Check off required items that are attached to this plan) Site Plan showing, to scale: Areas of undisturbed native vegetation (no amendment required) New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA # (should match Area # on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import = cu. yards per 1,000 sq. ft. Amend with compost X ,000s sq.ft. in this area Stockpile and amend = cubic yards of amendment -> - > — — — QUANTITY: CU. YDS. ( cu. yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil & compost lift X 3.1 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( cu. yds. stockpiled) = cubic yards of amendment - > --> -* —p —f QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch —> --* --> — —+ QUANTITY: CU. YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product #1: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product #2: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product #3: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: Version Date: December 19, 2018 APPENDIX 3 — Determining Construction Site Sediment Damage Potential (Appendix 7— NPDES Phase II Permit) Note: See attached Version Date: December 19, 2018 Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1 — Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. i. STEP 2 — Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7-Determining Sediment Damage Potential Page 1 of 3 Version Date: December 19, 2018 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3— Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less ® >2-5% >5-10% 15 >10-15% 30 >15% 50 B. Site Area to be cleared and/or graded: <5,000 sq. ft 0 5,000 sq. ft. — 1 acre 0 >1 acres C. Quantity of cut and/or fill on site: <500 cubic yards 500—5,000 cubic yards 5 >5,000 — 10,000 cubic yards 10 >10,000 — 20,000 cubic yards 25 >20,000 cubic yards 40 D. Runoff potential of predominant soils (Natural Resources Conservation Service): Hydrologic soil group A 0 Hydrologic soil group B Hydrologic soil group C 20 Hydrologic soil group D 40 E. Erosion Potential of predominant soils (Unified Classification System): GW, GP, SW, SP soils 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) 10 poll, GC, MSC soils 20 ML, CL, MH, CH soils F. Surface or Groundwater entering site identified and intercepted1: Yes 0 No C� G. Depth of cut or height of fill >10 feet: Yes 25 No H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes 50 No TOTAL POINTS 96 9A- 1 If no surface or groundwater enters site, give 0 points. APPENDIX 4—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) APPENDIX 4—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) • .. .. ..r . • J.SYKORA,GP5I7 ---7.17FFEDIN: \''''.. :. ,.....:".<4..":!..ri ....‘11% :111---". ::: :„.,...:.....,..".„.. N....,.....',.........6.........:-......"...... /e.---.1 /... -**-. --- 1 1" = 20' c..,:c..„. ... ...• , ... 4-5-1 ci ..-- ......-^ \s(js\vi.s. tai, ./„.....- ,. ,,,,- . ..,,...- .- ,.. ..... ,_ .. ci c2 rit. :316 -.:: t•. ,im F c... 2:44, '. 11....17 Fa)--,Ce- „._ . -. 4 '''' r. ./1 /1 •-•'''-1- ..."'"-..' - --- .•., .. ,/ , . ......---------. • 4 4 . ....-----, / , , ___ _ < ,.........., 'ZNI> .-..- &e"P -1,2."-'÷,, 1 k•P*.S1)L. ti.•%•1 eP---%1.-Cli° '," ): '.. N ,'t• - 7.--.', - ------_-:_.:......./ /••• ... .- \ / \-. • strpr ,. .__•,i. -- - ....._ • , : / / „.. .• a 0 _, ,q. V ,,v, . ::-.' v.-- •,:: A-. / ,/ (' ,,,, 0 0.11,04.8 ..* (..,... --.'''. . ,/ (I ,1 1 Of) P • _ "---.. '-s-- ; LL.1 ..„------, ! . ...„ 1 I '. 1• '' I CI).....:›k. 4 ,- 1 • oh.. .. - , .-. I . c..:c--. .....gr- ....„,.. „:„. • .. ..„ MI6 Jr PCPI •••• • ../ / V •L .. , - ------- .? - - i,,--•,., \.\\ ..,, ,-- •.........,... ....„-•••• • i ,,„..? •,,, ,,, ,,, .• .-, ,,..,.•__. .. Or • -• , i •_...,•.,, . ,,, ... ." --......N\\IK-,, ' .-/...i....4**,,''' 4,' 44(. •••:'••:::.. 1 , ,- • \,,.,/'' ,,,, ,„,,‘. -•- s' ' '' 17P \ ,/4,44+:411111,4i7°`44.A.P.I.• ' •,..' •• -• 2,''''.• i......•. .0 i ,/..."."'1 ... *. s. ' .- ;<./. .1'10j4.'I'V):' otejt ,' • / - .. .- .<1 .,,,,,,,,,..p.,..00. .V7, 100. e* ,, '1 1 ,1, _... ,< \ • ' ..•---1 \ \..1 ..'- \ 1 , . \.7...N.4, .... I"' . Z 2-0' Z , '• 5-- De-hr-N4 De-Pri t---1 -., f.:+e,:4• ..4-,t,,...,,44,,,.,?....,?+,, . . _-.,• ,) i „ , .... ....„.....,.....-,,, ...„..;- ..,,,,„....„••.•04„...044, 1 1..' .• I ''s \. iN\01‘. i.„_____. "."‘•• ft -••:•••;,.'-4 t 7 jo-WILt.10,-,00..et,) • ... I , `•-", 11:,4".ti•Oe."‘":.,_. .--',.--- \ -'44:,eifilet ---'"'/ if.,•-•.•- 1 \ \ -'------‘` ' ', 2‘ ' '• ‘ I hs-ALGT Fe--4X1Ez-1\ ---) ' l'`. 54C-b S .,,,,,,,,,,k,,,,,„,..., ..• f , ' --vim,i,`,41.4 C4•4!;•;:i 1 , OgGI: j, ' ‘• ,,',1\ % \,.) •N \ ••\:..,, NA: + I ,,)-,: ; °V--•- '1 • ' ) 4,---j w .- • ,%ieillidp.fi• •14:4:40. ..; ' .:"'•'--,:r 4 , ' ei•le,,Vir•,•-•Ne•til '' .. ', \ ,,e\ \ ",......./, \ ..k .1\ --- --i--1‘,2 PL/A-...1 k ,,,,,•,L.‘,c.. , 2 e) -clo :-.. - : \.x.:44:4%..v...A.. 0 -.,, \ •41 •.i• .1. 1 , \ .11,1eili.f 4... 1p 4 ../ ,...-4 4 • •, ,/ . .- • '!.. NNW'• ii, ''s-•\I '. ."-7 5 FR"------... •- •toielti,• \ ' ' 8 -- ',...•• ..,..... •-.. . , > ri:\ •.. Fr HEIGHT:491.P ... •• / . '.'.....42b-•-,c'N : <, , ,) \\Z , , .• I t.N \ ,,./ \ \\ . 's . .1 /'''.., \ i I ' PI (4 ttl cr -Pi' ,-: .., .......7....,1/4„ / / • . ,, ..4._ , . - .: _‘.. . 2s,..1. 1 „ .- ,,,.. .. 4, _.... \ \ s... ...., > _\ sssi. (.. . ., , ...„ ...... e.„ .... ..:.: -N -.. :\ N N I - ( '.. . 6 1. kr ( / • ''S" \ .,..., s., , \\., „, , z_ •--,IT .,c6r .2 S CSF1- " 1,q:---;) - ••• 1 \ , „... , ,...:.„ I.., .:\ % \ 4 ,./ A& ..,, . ;••'`.., \ \- \ ,... ft x iz r7 m - ' -' '\.. 44,..!, '•-•,,,,,, -,/- \i,\:,T z \ 1 \ _LA logik \ ,.! .c..... ,,,•• , ', ., ,, . ''•\‘,..0 ...!), . • . ',... , 1,I ‘ \\\' ' :: . \\:' \ ••\v\e' \ *4-P ' •,., \,s'i 1.414), ) ,. I , 7, ., •.. -., c,•---; 5 ...1 6 7'. 2 ;:‘,-, g LOT 1 5,... .s. % \ , \ ."i"V"' -'- •1,.,,,,,, t 1,_:-. • \ ,„:".„ ....),,,.) A •-•\ T-A,Q.:_z>., 7. .,..,,,,,'••:zzi,'-----7-----40-. LoT 12. ,..;,---,:r.. -.., ,, _\ p ; / 7 r( - i / "----1 4 I...I!:I'. 1 il. 5,.:1-,',...:•41:11':../.4.1 i \ -,e.\., ....-----, ..-.‘ ,*- • -.`••••• • 1 641 5F • . .. / / 'i *- ,1 l''' U-11 \\\- : /. 4/ 11-`, , . ...--7 ?Nil „ js,b Dl&tagGI'Llr , b 141 SF -- ----- , , ... •\...13P.P.TWAY ••• - . t' -.'i,___ .,,:.,....-7 , ) ,• 2.••-•-•-:.,--;AIN tea.l.f. [ i / / ) -1..N.'.•-,[ ,.,11"4"7 -414/. / /rdi X III 09 1 \ MINIMUM REQUIREMENT#2 BHP'S :\-- .t.' \ ' • 1 , i..... .,-.P.,;,1 . • / / / •••-,....,:,,,,J.-J Alr ..,. , 1 7 .//4.•,...,:-,0 IQ,, I / ,. ,.1 .. . CI .XM id3 tr \ GARAGE i / ‘ 1 / / •• •-•-, --• 11-1 1411 111n--.. 1 (S) reprr74.15:rezr.commuototi 901 01/MJIY AN 0 'i i /re HEIGHT:431.0'.; I/ j ,......1 . , •,:s I 1 ,. ( PIANC.- 1 91 c. 1 it4.71.5 .:*1\I e.-7AN-19j1C-Z) t.Ss • i / k..). i., .% 1 ...---.:s...i.----•-•„__,.-I Ar ij ... . 1/ '' • — f,, V fg. a u..t .- _-- -,..- ---•426,. \---<" E 1- 1- CZ r7 ..,r '..--; 1 • / '•'", ' ,/ 'r• I 7-‘6 '. ‘'';1,,) PC>5'--1 1"--151.- C1—L3Cdir Q min G230:t11.17CILGE . N' \tip • . SV.I :---*' ..- . •\ • 1g' . hp\,..6 ..,...,. '4' . ' V ,. , i ;/_...._=-_..,L,) tiro C•107:STAIMUCD C0115TRuCti011euTRAPCOMAT "•-•..,,. \ '. \II:3' . rle, / 0 (ID 4C) < 11/...* z <•.==-...'‘, ‘1•Ic ° I / ,,,/,1 fr.,.! • R‘•., . .i,t,......Th.......„4041A.,-..t.A:71. ,- is. ":4.c: 77ts -- ,---,. , A .' 4 P'— -' .(' ,, , '--- / ; g• '1 fl ... . ., , • , .-, c i 2. ink, OMR/4 00.kni illmr ricarrenou 1.402040 11,,WII // :...1..r: (. 1 s• Ak - • ...-• iii --- - • ;i.4':i - '4). I. ,• X . 10A? 7r/ , MUIAlikiC, A.." 0 ,,. \ ( \ , r ••sy . *,.., I& int•X , 7r1.7i43r4- 13-A? \ (i)UNP G123:rvarlo GC/Millie. 1 9019 GTOLOILII HAY De.011 tor OR AT 0•111RALL / OGVELOr•HCHT SToCKFAX.. ''s 's• '- .\ \ tf't ''' 4•: "- •. , .-..vtx • NI '•••'..741*sz, I I * ......./ I \•,---:"' , 's . ,-.; 7,,,-„5. , • • 44,a...00000111 .IY\P 6.eL-35' W DT.CLe4) _.-J 0 E441 ciu:coNcnereilkSHOUTN41% 3,4440UT AltEALOCATED Oft 51Te AY OVORAL DYNCL,91.1-Mitr WASH AIWA. ;' %`,I' s.--,-.........! .'1;1•0 . ) ,•-.4- \ ,1,4•i„c•;,11",f,',4?,• .• -.) ,„.• prq ... hi..1„,';:-,-.- : •. . ----)? Z- qili ..--, - - , • , , :' I 1 , .-- - 1 l-lk 1 i / _ _.-• - .• ......----. --• i , 1./ ••• • I •%-* •C7, ‘ • 4'7.7.N•„9-•I„T.•._'.,_,.-..•--_ ..._...-....-.'.--•-. _.•..N..'.,,_),---•.// '..•4. -..• -,- .-„- ...,.-....-••- /'"..-.-........' .."...- -. . ,. --••.•.....•-•-s•.. ---._ /1 •) - - - _ - . 1, \1/) I•//•// _ - - _ „ / / i, • h . aXare- ..b . lOEd iPieldP4'lP / i OVAL li1 •., _ INIT04.- ' PAGE: • _...... OF: . . • M ,, Cr= 9 r ris= 9 '^ a 9 =II >1 CD t".13 9 19 -I__ L tV G ff1 p=-1 .4 'r.'-' to �: y�Af �r 1 ' l :' L 11J I , .• • r 7 11 M I f is I 1 r I i a� �J -{ V.( � h - - - 9Q ,. " 1 . a cJi . tl ! • . 1 -I 1 - k } • • • _ • kg TS 3 tt Lit: . /_' a F 1'. V tl I ` ,4 I . 1 4 I _ J ' I • ! t I , y' '7ta� _t•' I. 1 may+' rk, -�-3 • It • . �—�� I�lx � • :1 s• L• 1 4E 1, I • C C y •,. / 1.'i .. • t \ • fit. { • , ' • �f n n • • . I ��r -.� j Avis • V 'I1 \1? r1 .i . 1 •f b{1 tre, \t Fi L - w 'C � It. i, ad •M V p-i` •Iv.' - Fr / FP ` L A ,w •! Wit ' t• • l .I I) O •14til h , • � • �. , , ' } `• 1ti,L [ •liZr pCT I I •l I - ... { �(��-�n t _ , 11 , „ 1 , P o ti i o 1. ' ^�y o; t: 1 — ' � —.Mr'711 r '- l� I •. .� ' - ,rT L�"• r 3 �I I1'nY 1`^r. It� f ' 1 • ': r , , fir"'ai0. 1 Ir..' S ,, j t r . , p� }yII .. + ' I \t � , , ` r•• �4 �C `� � r �1.1 I J I ICI \ 4' ♦ � r \ 1 't � '�l • /7'1 t':• - 1te ••�• \\ w \��\do�\\ :.,\1. Y ii yilo _ ' \\\\\\\`�\,�\\.�, k\�,\\\♦ \' V `�.Z` \\ \ \\\ �...J QJ� ' '{ Ir '1 .; '. IJFtV `C"( r{���`�j4.(5�t �t t 1 •t� • +-`. r . 4J`\ s1/4 ��\\\ �• \\ \ ,yJ g b y , \ • I�I pn 'ePti �1 • I , r` i cjr ti1iil •. �+:1 .. \ \Q�\ \\�\\n�\\\ e� yf li, "7WMMMf ka h. Lf ` . 1 \ � \\Z\\ \�4 �• .`\ \�:. \\ \\\\ i ,�l .n 11 ,\ t i \ •4 , wit\ \\\\ \ \\. �\ • ((oh�o Y >, . \ \ C \ \\• \ \ \ /_ 9Q � } is P ', � . » 1 • : \: • • • \\� ���=2 \\ \\ \ \\ • \�\ \ . \\ _.� ra b L .emu c • •• \.• ♦\,\T• \ ♦ \ �\ \ \\ \\4♦`� `". \\\ \\\ \\ • \ , \a i \\\ \ \ N. �\ \ \ \'k\\ \ • \ `�•,, 1 + V� t '.\ N,\ \ * ` ` N ` \ \ \\ \ ,\ , •t .\y I 'V: ,» \ • , ♦\ � a ,�a � \\ • r 1.• r •C•' -: c • to . -•oy'..-. ' • 5'Ytr T�. •' -:�ti :Is "•e 4^•i . r- _ . S\+.'^-Y'.K _ r`r ,... _ •. 1'`:•�• - ..::.? �`$ •q C +•' ♦. ? ° 1 '1f •y . r , /\ Y it • �. � , `• • t • 1t i V • -•:'Z \ v r `:♦ \ i. 1' r ;4 ' l• '•/4.▪ f-6 - � 1 Ita, • ' • r\ • %. l4 , , ♦, ti •. :'L O U A.; 9 ' ' t Tea . •i •4; -'1 a a• y. • �,i .\ %it • �T 21:c ,� '[. Y �'. ...Y, tt .' )• r �, rr', • ' It • f V • 4� � \ .!. .p , f . • • _ - •.7 n"1 . 1 r•` t' llt ' • � k • f i i �:11 a lt:VVI ` 1 \ r 1 ' . 1• 4 t i , �• T '.1.. � »G R r '} t . `- ) , '- 4 = +it. . et t + - .'�'. .+ v ' . 1 `ti 7•. • . \' , '..'I`�JI *VW �-v� �t�ry'•'� •* .. e 4 Viz S fit 5� -.t r _ ,f _ ,, _�S_>'"�'• • "C�, •t ..YrCa_. , 1 - rr� n y•` ,wr ' 4! '% •i , a r - ,`' \t, r , cy a ���Sy�•Y • T `f - A • ,• • � r � •• nK ' F 'V �� ) !�••� 1f(^R� , \ ♦ �t � F, t - •,f . f )i•. ♦ r F T 1 („ , yi ,4 'act • / `1 .+^. .r\• .. V .i iA - 1 T at' L L . \ ��,..+Z r 1� '>r r 11, 'Away 'yct ♦ \. r1.. _ r mot. _ v V w Okb PC.--.: D - . •Vi' 1 .24. • •{c et. r . yr 1: .a. Via• �• t `• T,r1 -in'. r (yt '1+• ><" ,,I • 1 •�,_ ly.,> - , r _ "} 1 .„Al f• r. C j. 1 :, t t.li • t� • yT i `9 • `.1 . ) •I I qt. 1 '.. l _ _ 1 r-,1" ``-1� \'. y +�' ' {{ ly,'L,-• • � f Sr .l'•(•',.• .•G l� • , , n • + ` I,l . .r; lC�.t( Iit ' ' 1•.R' • ' ' 'r• . . .. 11 ��y.4• ' • r„HI- Ny rt' J▪ r ' 1�1 2 I :r '• \ 1 v y" • tt: I r _ _ • • � ,S N• tr4 r. 1 .• 1 . . rW % 1. �T* v > _ • _ ♦ � ` • • � \Z • a. r` • • IJib i1y`' t6' t 1 `` .. •• ' -. • . +Ct .L ig. ,Aak;• 4 � - �� • VI. ;wc1, -•s#4 .as•',- + . • 1• L� . -f' � pl "it':'- , /r \/,n . •. v 14 ! 1 K y .J D•� rt {+ ▪ 1 G so••4 .�1 • I: 1 •L • n • mt. . . : , 1. ▪ I, • -, 'r yl . {� a l lv • •• /eI f 1 I. �• A 2 le: • '!' • � Iota • . 1 • ! 1. I •••• • y- �:• `4'.•' ,b ▪ S 'r Y , r • , ,J S h.�y ,,r 1,A 1c:• i� , t TJ C� « 1.4 'ra .� Yh p\ ^ .1 f r SR� J, '•• . •{r t' ,�•.. ��. p 'l C ' • a'}`3r ; 'f' ���iii C '•i • "':� <Tr , • ' � •i ls " 4 •^y • :�D . rJ "G• . • �t• ' i 1 N 1 ' P4.'yt.fcV.. ty1; a' 6{, 'l '.t t N. 1 .,, i' • I• .!' f, T, R^ ` , "{ ,t ,i Z r r I ti. I.,, • 1-•� '1' • 1 •. t• %+i` 1 w , l •• � I j l 11 .'• k,e • • • • • • .• • • 17 . ♦ y4 • t .,utli ••, f _' N ♦ } \ r • .,1 an • 1 ` . j1 �i / -� 1 ;Jet ]• • ( i�'``1 ` :,�J'� i l S ]t •Y)\' i, rN . ••/ , 1•L. A.x.' \• .' 1 )t� q`\ 1a •;. a .P ry� ▪ilY��• ''•�� C 11y,,Yr• { , - � 1 � t • 1 7 - ...1+� ll'llW. �nLC, c R• �"• Tw.' ` 1ilia �" 1. , L . M • . A•. I I` 1 •. f�f •, •t .0. 1 i �2 ' ' r . ` /y���� \ .hi•y', �, • • • •'�^\ . {teg. 1 yam . K •��. fJ _ y, •, . . .���Yte f 'V yy F==• • r.J • i rM `{�, i` �.. 1•. • �J i- :," 'i \ • at•.I:e. • a ,1 ^ 1t ' _j 'l. , •1• 'T *tit Rt ' 1 r• •• , .. ' . ..:'U�' 1 •t " 1 \ . �r py�r•• • ♦ I,•r 3.•ia'N.p+..,, .. , r ,.♦ - . 1 ' ��grJr ' p 4.1 ry .• �' ' .., , ..tri ."- . l ; ItrL Qy 1� +�A r�>t`•�1 t 'tl. •, r ji 4 AIv •. - l .i ; 't." 1 •1'V kw' �� • i ri, .�a1,4.;C'��-`1,`. ....„��..14{a lc-1: ▪ • 1 • " �l ° ,L;TT. • • •fir :p'�! • . , w � , + }! 1 , ' - r ; I.1 .y��1Y 31r •'1', �wiw�w ///��� ^. . -Yr •} r .Q'N:"K '. . a . ' d ,+ e.pi 1. Y`+ Y r , •_ .. r 1j. • 1. • • � ' , y ate " J• . - rf ' 7. ` • w5� ` � n 111.1r ' yr/ •J .1' - _, -i• t Y ,• • . • I1 � .�*144 A hti ^ , � ✓+'l :: iL ' x'y 1 t F , • L ° r gr. /1 (f ' fray '• , ` +•1 - h •'LY ;»a • ! �'A. , , •t ,- • 'FY• , ▪ h Cola -r •_ r• .� • M 1 , O ha r +fit •' rn rho . h y Y �` o < 1 /}•� ?:;, 1 :+� ,'. - ^• IyT• . \, • C�,'`'A%;I - ;��11 r " 1;j' ri V fJ = n 1• • ,1\ ,O.: 1, :ut ° N .4• - 1 1\'141i.1 fr tib •I • .. S + - p• , • , , 1 y • • ,Y T 4, lia•ftV� ,.'j„ .. t• 1 Rµ1 ». • ~' - � _ � l' \ .•J. ••.. -,n:.. r• y \ .�1 `f� •\, ?i`; ' lu/(/ • ,yr- 1 •I �.r . A . 1 . 11 Aa ,.., L - • )a 1' 7 J . T.12 r 'l ow. YJ t ' ^ I ' • ,1J1 +1' 11 j -r• "il -.Mc, w _ _ •-. '1 • r t ; 7 'J\ Jr ' ry, .�.�j�. t„P 1 ' .r- n , , \ w -). d }{' 1 '' •t , ..,, • ( ,i �(�1 M1 r ii. F•I °J I f'%• it4:�.,p' + yt • , , . '. } ▪ I. 4. 1 ,+ , - •• • • • I. 1. . y 1• 1 ' i • ' y� - ` vv.. I • r .j,1 d .I Lit , \ • , rl`,1,r.L ( J C 1 I ♦ li •`.i :k fir"_.rd • y .1 ,•, ' - I 1 .fir j, : J '\'•' •'K�• r'•^.. I,`\\r,,rlvw' 1Vl ,.•� Y4 err �•+tf 'r.- wf 't . :V'� ,Mi 1fr � ; ..} S • - - � C Q t w .Fy'i1J,..4 ti .� : • 1 i , • �1 y, • ,gr ••`y,• • 4,, ' • ,•4 ••,1.• `1��"' '• r . Cjt ' , . • 5• Y�' _ .. I '� 1 . St'~ + T 1 �1�•, 1i"adl S ,�r.:,•F_, �+�; •wwn • _ ��� •' �' r , , r 4, ft r,Dk y - t ,, a . ' ��, '1 .• y w '1 i i4 'imp "t• 1\M ;, .• .. t . -.a , • I ,� / ' n'•4.� 1 M, Dr r• t 2,4 '`1IZ t}. rr- 1 It I . •-.• 1 . -•�1 ! ',r n ..� Oo � • y•' , a f �'��. • _-• y , y1 , 1 �',` r• . 1 • r., ` P� �: 1t- ��' ,+� F'% 'IIt r•r '! ' 1•At� i i. 5' p \a•w, , �,1 pW�"..•.j• •�.Y kt- .lT 1'yh.- •y,JY X • - • ' •_ t•• • '.rL r 1^ ^t1 ' 1\., {•' .IY 1Jt717C�h `..� r.'•7. IG't1i•J . . 1 f31 •Vt W\ • ♦ V:A• j _ 1 '`n, A; c, .4.. • • '4. „, �E. . N f w-4• A. '` -`.. t.:-:• ' t s'.. 'j• i\� •• d' '. \w. •( 1S -t + 'l� _ ,, 2' r`• s.' P1 r fJJf a� ♦ '•� c • t 1 1 1 1. b. ,,1k \`" • 1 / �• : ! t'.' \�iJ. 1, ?I i1•• ' _ jf `7k � r ` yrP �. • 'l'; j p w • 0 tee1 yr4 rn ,`'Y• +.. .: Ml 1� f 1' Jtrr 1./• f ,,,� . { d .. \ i . r j ,( '•'14I �,1. `�'n° 1 1/1 �. 1 • o C • J 7 h i1 • . v .. r , _ ) 4 a : , ••�,I• _ '1' ' _ ' a r1 �ct 1 r'j ;1 •; t. i. • i " � N. •4 . + 1 , � I •�J y •',I Y• �• cR7 q 4,• .. - 1 f� • _41••• {� i• . 4Y J 1 p q • ., y ' • , • • .♦�f• _ c '1.,;• • , t l l4 'R • - ♦i y it p:9 =A. • i� 1 v •' • . \:1 's 't Y '1., 1yllol ] •i'. y ` { �i^3\I 1 • h1.�.,.' r, . t, S q�!' fih ,� t\r�. •f • ' , o i ' \" • "/aZ • t l tag. 1 I r.,l • _1 / •'. ,l • •• •161 t • •I I_ , yr� 1J. , ♦ 1 , f •61 r - 1 r \f w • ra yt •,z•. �r;), ''. �. '� 'c 'I •{• ,ttl� r�S Y • • I• 4 , t� Ct. r r * 1•, 1 + .,1i YI �27 z, '1 1tia , tfr :tiitsk • _k ,„, P •• 'i-• •l 'o �i r ▪ . . , _ . • "..t,a till • , r •.• . It ,� �t ty ,+_. :y 1 ti1y�4 , •V \ ^, "?L''r t. .. .- ►I � • v f p � • ( � I.,: '`• t�' M ' •'w• }�iJ/••1�' • -� ' a �I"' A '. li"t . H , r • i ". t�� t , _ l • r 1! s l •:: . � I Y • , w p";y1�P}f ' 11.r • fi g14.1 ' ♦6 i ! r �,. • t "f •N-r'• I � r �u,¢¢ '•a ).ft `y1�yy13 . J . '� i1 . • { ` ) { "1• Y ' t , 7,yy,'(y r o." t1 , *L• ,• - • { •. ,• '• ..^\\r. ' • a ,.t .; • ✓\ d•jli fT+ i ,•� '. t !.. ' W " ., ' C ltF:`rl , •yi.•.G• i llrfrr , •:r Itu. , IJ . . t11. ' . .tiJr.'+ - A`r � Qj' 1'M� (• 1,� •�R li. _ • ,r ��r •• •,. l t• YY ' 41 l ' • 'Y_ I 1 Y'• • v (•p'.•�t •J `I.r. \,r Y •? 1v 1, �. f ^ r. 4 �1 ''1 v •i • + .1 •(1�°�, �L j- t •• �r•+ •• lV+Y. 1 7.0 i• ^ ��� 1 • •. • ,7� .••• rk1, 1lw • ., . . \ . LC ' ` it t� � r ,•.. 21 r3. . • 4?•i,• • ' ' • • i'L rej, 1�• ., 1 t• r.. �)I ▪ • • 1 1 .• . i. tY 1 . 7 11 r1)• pe7,,,,.�>1 7 r t y '1� fi . r' . ,Ti • • uIVY• JA • r+ 'j/. \ ' ▪ •4L. ""i 't' l t, r• I .I\ ` ▪ "CY IS , . �ii.y�\j' •"04ty .. , r - .t . .. • ! ' • , '•+�1d '• `� Ef�p:•,.Q 1 ' • W . . : . • 1 • '�. ,.• {'L' r �o•- . �• '• '\,' • .I� 1 . VI •'♦ ^�1 '• 1�•1` vy y'''a citt 7° I"'1 • I Iaa �` ,,' , • J a •� v - .J `. . - • 1 • •1. M4.+ • C . � 1►Z :j1 • >+ • , : ' . f, r:• t .. L. . 1`� •»+' ;'.. ,`; , 'r .:3 _ • r . 1,Nee..ts 'Ie. •• •` ,+ .p •••' Co.] ` 1the y, } 1 .• •• 1 D.. (If ,(. • 1 . �M„ r a�a \ I } +1}•� L. 1 • ;.5,4 '• . , ! l ' 711 i'... \, / +, .[r • i L ; •1 r+ t • • ' 11 �•` 1 y[�,• •`'' � j • ►g, ' a 1 ,1•�2iJtT{ ti ••Y ). •Mr � �\•1,',. • 1 )Il Sri `I p1'n�Tr,^h p 14 'p.S1 •: rR'S,t,� ' .(aY+' ityr Al.• !•. '� • `� ; l +CI Tr• + ' r' t J11` a _ �, •• t �••'r�l.? ,Y.r� ) .'''ji>. ��gt. :1,�G S iKa• 1t�f11 . �, 7..w$,.. ' 1 • Y1Y. • • • • - 't• 1 '7 t , �, 1 • 'f t . .• txi-t' y: • r•. i K <, ._t •N. t •;4, . 1 a+ , `� . .. 1 \ 4 • L • .� . >t; '• '•� lj �.'A.'R .Sr• 4.t ,r:•'r 1 �,t• `: \ `i . ^ • • �) 1 ! i1hM • Ali 1 �•y•• `I .+p,`Iw lr r Rl\ .Y �1 .l Fy l ' ' N. r ,• A. i r 't •,'• i i4 '• r. ••1 \ ,'<I,{ ,! • l t+,1 . .:,1,.1i i ; n•Q, � /F 1e t.a�,• j ��, ' t \ \1 �• t�il �? ✓ e..5'•• ' ' '+ rA , •• ' it l 1 • � . +• ,�•. " ,~ '•4 - I. 1 �.+`. r j88l▪ G •S 7, •• t,+� !\ •' ,y r� f 1, Ir , , -, i . • i 'A.T>. , • tl' - tr: •1 .• !j• 1'� 11Yp•• •• 1 ; • . . I? ,] 1 , ,4.4 ti.,J E ,rIt. • ,y . ,, ) • I Y'a[ n r i � •�• `•�+ 1 ' C t 1 t` .1 f ;a i >. c� • • • ▪ • 4,4 i` •�r - - +. . •� 1 _ 1n " • I. • �4v1 1 �fp' •1+. 1 i A ,� C ,1 . 1 i �1.• S ,\J •G \ �1\ - , ell I. yx r ' •j, 1 Sy '' ?' 1 ��• • it. ip • '1 G1 • Fr tl"' ; 1 + 1.. '.• r r y.. • �c Z` 1 - 1 Iti-?• ► , I ▪ t ' `;/(iW', •p•4• • • .2r)y�{�. ,: 3 ` or ( • • . r•. •• , • hi . , f t^• 11 p1• • • • � � 1 i 1,• >,? . ! .A• Z•Wki? C• t .S, •' r • 1', 3 • •• , .SI • 1 .bj 1�•' Fii y�1 «� . tJ Y ;1 +1 . a• ' `._ +-, • ; 4 • a�,� 1 • • � J �' Fie J� 'el; �`S Y ` ' , ' ' �a �+ .\.at r ..'p:A t • V `At. . ▪ �� •F : ••A, y f .t• ^,tl *A ry•,,3•. ,, .. I r. , ,• • •a i • •> r$ 'j� ?p,yl., •lr '\▪ •iM iJ 'Gw\}iai• Ir ' BI Y�( 1 ..I 1' • P .a.?� 1 2 �;•� •: ca;• • ,L)1il ' yyfl, . ' • •a�,I �4 , t .'. f"Ft • i 1 1 ' •` ' 't• V • L +) 1tl Y 4• J `� Ilk, 1 • r'\ yr V\ l• • ,-+. 1 \ ,'f\ yrr/ t4'•41'�y , -N-��t -pc ..., .:•-, V \ t. t • ,.I 1 .. • y1 r u; • .�. ` ."•.u: >I ..;1f r: (. Y :It:" . t tf1 •• n 1 r .44 ,r` • rlpt� .,.•�iI Y• T• •fI '1, , GL\ \,t r Cyr - R� +' ', I, • - • , �n- r•TL•'' S,.• i , ` . t it• 'ki ( : :• • ` 'c `]i T •:o �Z .,1•!t 4 frtT - 4 ,23'1 lc. r •' �.1» • Au , r 11� ', • • ' " �lr•+y�..�\ I• fir ty S. 4 • \ , ,y '� ,aa •� _, y, _ - r 'T• r i tit 1, J1� L i,ct<• ! . V tr r "�fY.y, % 4 ,7. ! , y b ! I • ? • v ' ''` i .. ▪i 7 • •lt 1 v r Al 2 ' .I 71 i..•,L• • -...5. ,•f .In r,i• , y<' ,; ? • � i;� :.� • '°P . '•'f•.. Al . . . - 1 i • •• fa �• Y.k.,r4- S. .r , is .•1 i t „ • (4 lip 'tit• . 1 S\ .• -r> , ,•, { t1 � r'•ef { ,. � I . . i-.r-.• . . 1I 1_ • ?' ▪ r`- rYx1�* v II 'Tr' Ls' lJj. 1 " i' _ It 1. �7. • . .... .k.,4., , %\ t.s g. • • � r11 • iI II ,."0,11 I i.• / 1' t'. . , y •/••-, pl .f 11•. • ' ( � 'l. .w ••• • •it.`,)\l Pa ,ptyli •1 I •rI . • ` • it-' • ,•• . J�•• hr1T.:, Ilj'"° ph "• • t4r rS. 3r ar, 1 • ' �Sy * ei•J , rT'r • - • .• 4 tL�••t :.a j..,, , i , A.,„ ��•, • ..�r�.1•a •.. .• .\• • _ VI' y 1 . . `1 H cc .•' r •.` -. 7+ ' 2 I . 1 1' r1^, Lea' '-j . < �CP..1� .••d.f" i . G ' • ' •IJ' a .ibaal[.1t •.O. I r'• ' . _ _ ti , 4 ,411 ' . 1 � \ :��� ? .. - . ! .0 ----'- _._--_.. �_ _- __ - _ __ ___.. . . _ _ . . _ -_ ��.._. _y.J .r: 1.r�-..- _:iS_•.] ill 4. .f._ \'1'a' '� w•,a:�::ii .al\[ ' - -. _ • 1.1 ..• .. , ,1•` .tt ) I I.. 4, } 1 // i4 t ,I('W x. 1 , 'I - - r { .. : (- W' I t -•4,1 _ 1J a • ♦' T:,,, . vs it , ' F 1 •J •• f Y L , • , rr •- - 1 - r+ t . • • r _ cti,f' ' ' • • r. ' 1 • {• 1 " ,v , t • 1 ) ' •• r ' I, 1 , Y . '• I :r1 • ' •` j O . y-. M ' r: .l, I;f1 • I ) ♦ 54 I j ! I .. r _ 1.. ,V • `J - • ' • y ! r t . • ' ' .•• + _ .tl • �'r 'rr•..l ' t4 \ rl ° ` , ' III • I 1. -• • ' r ,. • .� ;� r t. .`1 4� .• ' - ' . J I .[ • i\I .. I 11. f1,�71 ; L . r 4 �J . _• - K ' j r rIt f}I^,. t 4 1 . n • : t. ''r• • .I, •, r` I ~^ \. f ' • • I f 1 } . • I I _ J ./. l _ , •', r . '' • . 1 • ++. ; c ' •.1 t \S•. y 1, I r ^— h } - ..i 1 a,1 fr t 1 < 11 1 v t , • • 1 ' • • • • c etf_• -. • _ • 1 1 ' ' r 1 I l' r t ....I 'I - • "� I J ' i '/ . _ - • •f • • ,' Ir Ify,. /• / t R7 1 i ! _ 1 I •J ..--�, _ , ' -. �! - ' / I ..,,: ri • • • fi • I `ri . Ir . • { , f i •I r I - I % • aa ' �. . , \ ... • r I - - 1 I i ♦ i • � ' '• • I • • a = t '44. - • ' • r 1 , l `•- I` t :V r<♦i t � I.. .•, i -. I • I _ eir ,. L,- p p ',l / • 1 ' r 1 • 1 It yfi a t , t / li S t .I , Yl • r • , r 1 ., S•• • , • 1 _ . . .c _CO ,it + V ^I. 4. N� !S J , ' • 1 � . a r ,1 • iaJ•1...1 { 1 `tI + -• • ' (f ' � /SI♦ • • •\� C�,�C'�• it . 1A rx` t' t . '�1• f \ r • t:i } •per• 1 : �� �•\ ' f- J - ` \ s ; . • t:. . j It 1pf •i �1 % T ,\ . I ( f' ' ` a • • I ! . } f I ! ' M •A `O ,,�1 - x�• • � a ' I ' r. C' , 1 � , •tit +-. • � ) . ..t .J V/ \ ' t. . % iIr - i ••• •- ar� , n1. (.▪ •�, � .a 1(I> \: . .,•�1 ! .I J . + ♦ • i . - I , i + ', • 1j �. r • ° \ • t'•�a4'•. •I �!' � .<y<i .�.lF �. P. ' l: II''' 1 I ( r •r. 1 :1 +r • I _ f fl..F• . u• ' • - • .yam , r 6 1 •-. •� ♦ . /f n • 14� f ,ram. • h.�" 'f �' �' `�f] t. a `) �yT' mot, f . `•:` I. ' 1 • fKl ..r ' ♦ Y - +�• - - • • ::,...: 1 �+�'�•, .wu� lY •-L' Qk ♦ r h ` , . i ,• ' r + • "i• •`• ' ISrC' �\ '• • �).�ti• . � \� ' .. • `• :, 12 '. ; '� 1T. 1+ 1 F _ _ 1 • • �� F :i'�, 1-`(t �• •. 1 •' ' 1.\� ` c, �M1 I f I•` • Tr' • J• - • •• 1•j y CI in • • 4 . 2 ` S . \ I ' ® '• , y • Q \ F y4 • ' \ I I ' 1 I . ` I. i 'II • I - • 1 1 • - -_ _ ' ', + -y • • • O r. •: . , .,1 . • • ill, ':( +,• p. � ; r . :.,) I �1 ..' ( ✓ 1 r 'l r. ° - -T,il • y$y�� - its ,1• i �� . 1 • I\,�\ • t I �Tl •� \ I . r 1f l �% _ I 1 , • 1 1. f . , � '_ 1 I:Y • !t� 1 •_ •.Ctii ♦ J; �.\ ..`.S. r 1 . I ' ' I. �L r :�>�S3:�St4t'= . ...�6I'y. . ` . . .: °� ,.1�_�.L i-�i. •_ ..... ._� L� �L �.. a �' 1 ' `� • "\`r '�.� , y � }� • •' • • ` ' ' .� . • L , _ 1 F.'• '. 7,) �";:; • 'rift. ? r,-\" J F 'r • ';1�R�. ly • 1"T ::: • • • • • • • •• t. • • • • 1 ry . .. a, I, . � ,� tri ;1 • P ' • � y . � , / : !' iv• N ' , • r• 1 ♦ ' 1• \ . • . 1 ; •..1•♦ • I---==_ . (•^' I 1 1 •(1 ' / .. �' e�4y ' 'A' • . . •1�` M e1 ^ ) , ♦ M ! 4 : � •= - I , I ; j1 , I. t i , 'I' • Il '7D` ' A . r , a�1n ' '1✓�I I , 4 t� IV] ' ••1 �. . '] .'Y' t •` •I rrjj ` i •:�4 k • }. F I. \ • feiF., i I � A t .- .11 JI • •r�'a, 1• • 1'' ` Y 9` ; • .•�• MJ(�/ I Pa I{ � •}''. t lf'r,• ' 5 y 1 r l� r • \.,•a I ♦ • 1 s i 1 Jl_.: • ry I �' !I�' 1�'I ' IV ; ' /� ,l ^ • 1l� V t S /• ' • \ t . ; • I ` ` 1 • !�. :1 .. • • �• � u ;' IÄ •• i1?: ! N. L1 • 11 , • • • • •• � �• . * �•�I{y� � �•ry�. f,'• , { , 4i � • P•• • , •i P 1 J" . . .• •, 1 ,� .I •1 •.` P�i^,�I`R - 1{0."r } 7i'Yl :y` /� �4 }irr. N5 •! `�'•4 , .•t'•Pj .%'yM�) • a� •• • Ti��i •• i / • 1 �1ci /. l r' '4 rl j• .�Y` S4': ••3 , � Ifirar 0 �"- • ''. . • - (l la0/ ! . r•••!' .Yl, , A t P � •riy•: , 4•N• i iAk. /4 r• '��M � �, ��P, ! ^ 1 " �•' . I. �li 7� r I U�'•• tl . L . i ( r• , f. lrl' 1' /• LIr I� , r d � /P •1 `'� I t. \ . ' : , . 5 \ . ' r . •v �ryf�'♦ ! .�• `#+L. - �• "I•' ♦ • .. r� '..t.. _ • _ • r '.,T\I �i•f,• Tr n l; r� !r {'• M I 1. L �' a 1 y�; - tT/;19� �' ..4� t • .1, 0 r L 1 . 1' 1 `� '. , . }}• ,• 1J" •l •40. 'i '.a t, .• � ' (.D O < 1 yf or:* P. . 1 , �t Y • • } ! r% , .♦e,y., • r •., ] .t. 1 5t` .1• i) ^t .1• .l ••i f' Z.Yi ,Y ��• ti4ikt . !s if• ,it . / t '►� • ,t. rr• . ,. • / L'I + •+: • , . • ,J Zt1 1 tI 11. 1 +`��- t `�41�Fj ♦":• „, - ( ,� y ' f' ' '• P , 1• -41! • 'J •1 'ia Il f�� •r ! Arts • f e 'I ♦ ,l • ^•• ` { '�1 ..fle� 4 A� , •U "y ' r , r a •Y • r b• • • - ...� 1+*Ilk ,•t ! • 'rl l/~ IJt , - ) 1 ` ' I1 lI'I •L %.� J11.�1a. 'ru!!aln\ti.! 1/1 _I • ' r�'r o:. ♦ I• • : �l. �P� ''t- ll • / fit • (�' N 1 [rJ! • ` / • M • to • • . �.f 1 R I I t• ; ,. rL If A' `.. ' //;�A• . r 5 • , ! r • , '�'•_...„ i• a• 1 1• .. , •l • 4 • t . --1111 • f.+A • V. �D '�• .arP{ • it • 1 ' • ti r I• !'{ ^ , ,.. . .,I. "1 ' , : {. i� ..• ,' ,))y •} Y/f I. ! ��. .• 1 'n �t 4.`'• �Z:•l \ 11 ; 1 • ^'. I •., • 1 •1 \ ., -. "�.t t'� .r - %a ' • ;• • •t• 'i •1 ' IS �n v , I. • ' It } I .1 rl�'Y I• y. • ;1. • • � ' S. `, yy , 4 { 1 : L • ', 1 ! •)t * . -1 ,(� 'A • . •A . - • S Q 1„>• _ I I. - ' I!1 .� ' •`1 I ,�} ty T • •r .'I. ' i' : 11. ! ' • !•`; • y, . }- . J "� ' ^.I Y '. f• `�� . ! i . I - I _ , \• ; 4 A• 11 ',)1 r� li t {(•y ' 1f i • •:i" • 1 1 • to 7 . I' 1 • �f , . .'1 �" f 1 1 � y • .r _ : Y• 1 C. .• • 1. , • ILIL )1 ..",• `.� • \ J<• ♦Y• • I ' •q t. ' .', _ r - • yPT�• ♦ • o! ) of ` . • .' t 1fS • 1.•�.• l ' t , i ' �. 1 /t ,'i ! - • . - _ • 1 ! 17 ' ' . ' ' •� .,,' 1 • Z \„' � 'jy(l• 4v , . ♦ ' ' I • • ' �ri r • .4 '� r1, 4'a tl '�•:� o . '� .5 •• Q • ��� i J • \ Ift I' ,}'�I�,'4 'z ] I�i-• i'•, ) • •` • _r �T '• i1♦ 'f •`! ',•�1 ••1 ` )N •_ 4t . • • it we, 'P- 1 •• p •1 ^ r ' • -•t I ...+'` L1w • • , : ^ • '�.•• J.l, •. \ I� 'I 'A•.: i \.•d ti • . i • ;r . '•1 4Pi ''.>;a }� :' 1 _• 1"� • 1. ,\ .•, a t • I I • \. • .1 ' • • . 1 r • ..••QQ" r ' "" arm. i� ♦ ♦ ., .J, G 1• r .: " ` '' ' . ' I . t•A' •ti , 1. 1f { I. ' f , •• . I `� ' t•'• t1/4 •• . 1 •• 11 \ ai• / I• I , i�'1 a•" YiI ,t�. • - ^ ' - M . • ` , /�q • n•i • y I I • ,I•P • .. •, ti . 1 • '{' ' •,'•�,`, • • �' P,L..�i 4 I -i•'I- ' 11, I , �� rr vl . •w ,• �I is 1. .1 Icy ' I • . A,, ' t ` i .t . I' •.r'.' t .�. t l I j'7,a\. y • I •'r} \ • ` • - .� •` ,]7 1 . '. 1✓ +. ' ) . r I ' • f li , V- • �� f. I .. S . '• lC � r�• �I� 1 ♦ r �, •1 • C•� 4S> - I ` • - 3 I• •r� � l .. It ' y' ♦ r . • , ‘..it.:::' a c .+;! . 7Y • • • . , • Wb�♦r•. �I .-r ,1 • • 1 1`7\, • h •` 1 D w• •.M • I, ,',� I ', • '/' G ,7 .• • _ � yJ ,` • : , t tri' 111 . el 1a. 1 • �.' - • • ii • .t, 1 f4N 1 , ' - • 1 ' , TT '4 . Y1rv', 1 , 4 i/ ' • •' TT / •' ,T , Y5 • .r=r...1 X. VV11 f i . • + • f `�':; • -• ' \ >`C III .. .vs, ,R _ !; �,• L A1' • 1 � 5 • •` _ • ''t • 'i - • ,••1 11 • ! • • ... Imo'' 3N 1 fI'. �• • `' �• � ��' 1 •, `�', •. I! •.: 1 ♦ �H .I - •. ' l' ,'C Ine r t . r .1t. . fir • ' • $ " . . w� ' •-V ,� ., •00 • !• '. _. • I . 1 , I ` , 4• ,••f••' ) ° Jr • C•• .� , • ^ IC '•• �� O •p ` r • 1•••I • i:,, • _- I , • • T , • �• t •• �l • .: ) • r . , ; , 1• It 1/ t - D1' " 1 • - • � .'F r �. 'a 'a.•. 1. 1 t,' •• • • ' •!1._ ' "i Ar -r . O .� 1 I .��I:�• '.1 • ,.-0: K r' •�`Y•• • to • �• : I '� ! - ' 7 •!1'1 CS ` I, ^ .. 11 ' ) �'•r i•�!�• . - . •_ • •, .. i . ,"• i • . •! - • _I L1 r'1 .�: I � `' '4 7 i • I 1�a1 • ,�. : r . ,*. f� .,Iy ••'LI - p y •: I •,�•' I • e • • + • , 1i. • , ' y •r:� • • 5.•�-•/:.t ;, �♦. f +; ••r.. • qJ '/r .t J4•. - a • • - ) P�� . •. Z • '.J 'L' 1 • ..• l ?•..i� 1.. r • I •I I • • ••1 . I , 1.(`�. • ' f i I t P r N-.� a ` y • 5 ..� !Tr -rl.. I ' ' sal, !J . • • • '14• -,S•? •• • r• 1 " q• •:• n' 'll ra . ♦ - • . ' '•� • • � t l 'I T•1.•ti I,I •�p t. l ♦ . , , rH ,�S,• ; '�' .s. 4.. 4 . !^' �yi • •t+ hs 'teal • • ! tl• '• + ••'1• 'L. • • • • • • U ♦♦` V . y • �l\v v . •J: r• ti �� . ? '�y it y � • +y' ° • ' '• tf . - .• ..S t ••Y 11i: (1.• 1•t1 • LJ� .•�' �10 • •` • '� �• 1 • ' \ 'N • • '.r ti• ,} C •°'•• � ) L7,li�L, r b • :14frAt•;75;:i.:netibl‘•,:v1P.� L •. '.•, ab . .•st 1 • t t f - . •\ r,+ 1 I .•• t 4"• r::�• • ' • �, . :0f , . •• ;ilea • �A:�. a • >l �i! �Y• ti\. t fy r r i} ° :] � 'I• t N. i• J, • • •, � . . 7a� a: .4. • • • • r. • r .�� '1 -q �n �v V5 }fir.• .N .L •' ,. t • 4:•. ` `1 } 4.'7 \ '`♦ ' .\ . ti 1 •.� •)� ' '?t1 ::'Ti • •t l• CJU ar , 11«f.} or l d . .q. T r • ., t. . 1`` '' P? )_ I`.•♦ I ': r1•. - :• ` ` j :. 7?._ •1 . � . _�7��.A,..rJ� • 9. \ y ` El C'.• I A N .•I'.� • I. , li:•';- , . .SI,w7,• • , ,� .. •• 4%.tg9• dl,. •. D TT jV li �• ' 7 ' wi' c ' • w • 1 f� • f • '` . r•l ♦`7 t 1 . %t. t • r ' '•' l•'4.• •1 • 1 • • rt• •apt• ,•• ,. ! . {I'. C • • • q Alt '1, .,• •r .!;•�••L. X J.>; :�• • _ l i�,• 'fR OD\ a ' _^ \ ¢ t , tt0.•I_ ' :p ' D yY !?I•�a. , � . . . .I r.Milo [ t I _ • .',. . 1 • ; • , � -a • .a. • \\3.t :� - a ..1� 1` \ I�, •'�t)� ity 1 ` .' •- �' Y \ "f. r-lc;,. ,] ;'\ILA tlir'1 �, I"1 • .�y r '• •�• 1.~�! _ ^h�+1,,, rF :��.�. w (O] r1D �` ,/, ,fit' •1P �• v • �•' i ' \ I { •• y • .f . •rr? rtlr A -i •f�Ea•�y 4 plio '1 ..•. 1 S' . " . J• • .>:• • MI3 i,• �•1 ' • Y • .:• \ • r t • • }11 r' • i�1` ,• •• 't • I . ; vd.'.��a ♦ 44. It.. ! •'•tf. ... .� . ♦ •• •r • t : r ' 'r_.• `t)14A 1�' r •+ ' J y' -P 1 'IN1f 1l�'• 1 . \ ••' \ �� / .+ 1 � 1 ♦1t Jtt C ,t 1 • . ,. • I • •••` y �ti v 1 •C v!••••� ' P 4Y 1....S. 1,.) 'r' A. 2 l Z � i I9~ \r 1 • : 4 It'll , Ill 7�"• i • +/I •t� l L :i •\' S', i )_ .. • • 11 '•O . '• •, _• • •• 1 • a y '. ''' 1,. . ' , t1 , • ` r r. ` /, •IJ�' . w i ' I ''' • . ,•,•i . a .! OlJ it.0 \• f t ))1 Ir ,• 14 't n r .0 :� ,Cl • .\r•_A+• 11•{ a. • ` a :., ld ' 4.•e.� ••r'Mj)! .R . . ,l•1*t -.` • ,.. •lit ff r + r 1 .t?. \\ / 1` ) r • iv,J•••C (1 • . C-•]•. •• ••• !. 1 •♦• - ". I 1.- 1" , .\e �r J tY1'.n • • C 14 , 7 i1 'a '21 tp '�'� •+\i• ' «' ' •1 . I�1 �• • rfj� l:. ,: . tl.• .•�. y{ • • S _W �' • e-� Y ito t •1`a,' t ,f1• �•• /,�• •1„t3 l'<tz -11/ 1' :• \ P• 1• 'sOV')< 1 ♦ 't . I ,,,•'•i, •• it, � :• x L !` q\ .1�4 ii. ' •1/ •• ••• t• f •: • •! • 1•�, )�` •�' u•� •� 1 11,15 -/ !i ! , v' ' C A . �l'• '•.' K y '' '•4_ ,L ,•!4 •{, • ,l.' �41. •`' .Y. ]•''1 1 �'� • �T1 !. ,, .\ / •.•1' if • :t•Y•1• [ • •M• f• g �• . \\� •� J \ r�T', . ♦ , I . •a•ry ••t% • 4ri�`7��,/"�sl'J '1 Y•�� • - wr,L• - .�, -„ I ///•••�♦♦ _ .. /\f\ Ica. r • 1 .' • � .. l'1'"l1' t' \Z 1' •• . $•. % .1.1• . \I. , -.,� 44i, �;'�.`t:' , `., _ J•, - ... D' • . ! "!r ' ..r• Y • •i- � •�f5` 1 � 'w • '': ")r ,•� �•• 'NI-. v • C c "j ' • •,./. : r y vl" t' _, .P .P,• i` rf ♦ 1 . I ` �Y . - ,. 'j!{ • , � J` {F[ry15^,, :�`, ,. ?Ili ` •► . .? ^A •� .: ^ `!W� SL .� it ' _, at c. rC'•a d • _ . '` ^[: ' ,J1 \,. 7. ' ' 'I • _ yr•7`i ry_A • �...nn '•T-' ♦• .• :• M ♦ ' •� •'l w�i�t� 9 q Fr /- 4•�1.4, I. 1 Sr j�,• - • ,� , ' \ , .. • I •V [ L J.. 1. 1• • ,v ,•. Y • 4 CO/�// ���� L ' 4•', ` I C • a Nit it '• ' f._ '• ti �!g�}j Y 13 S ` 1 }/j, t. ♦ , . .. .«. 1 h. f.• v /I • t - its' r • �a IT ' t. • 1!! �' ']t •� ' .� •\G t J .. {'., • :r '� • , y VV � 4i •! C ,' • ,':\ • •th ,• �.• . , • 1 \' Y•' ... -4.Y, ? • 1 .t •t, „'WS ^1 ==r,h \ t'M'r 1�. S ) 1 t- jy(,�L• --hrN 4_ . At •1 ' %. .� tr'�y :.i_ ■iy I ' � .l •... 1 \ \ hj, •� til , }ry.�� .i` !rT. rn� '!`• ^,1 . 'tat q .)q, 'tXl7�. .,� y. (yS,i. Y��t7y �'l - 'YJ..' ♦ . r ��S • ,i ' �.w" '� •�!tfy�`JD .♦•II!•,•td•, !ti -`.� ' e `.•C• •``\\. yN� ��`�,... t t� j�{I4'St, l ..� , ra�•Lrj�y• � LI a 't ;1 _�It~, ':t !q [ '1Y ' . .t1' l�s � ; 1,!.• . • ♦ yN t1• t `' ' 1 P 1 • I ••t•`r\\ �i4 w 'Vt . 1 •: • r' ' "S r'% 1 al a " t r '3 . . R F! ••v' .r'IS' - C c 4. r fa! n� i•' l t L /.p1 0 \ v \ • - •Ir' ,.. I. ! ' C t �1 1 '•(/ Lt I/ Y •7. /`r,_• 11X. • . � -1 a-, �; } �\\ t. J 1 I • {I Ir •:.• 5.ry r .... . F� P. • \f :` • ! ' r• �� .; ,k•••• �v; cl� #.t . \\ ; e *• ! .� 4Z• � ' : ' •. .: t�• q}��}L I.ipJl , r • . Y• ' .y0 ♦ �' - Pii . ' :r ..4- est� ;Y i',bl'•. + T\S5 't:..)) �_ `ya ya • • • O it � r =:, 1' •�\ • it )92\ \ . � . 1\ � `�' • ! '•�\ , • �. `).•+ITj '4: ,.[V• /.J'� 4 u 11 1 1 4` 1`.?!a r•: \ , ,, 1� A ' y �' ^•{r y • s' .\ 1. '�4\ \' , t ' ` ')`•' '' ;) • � . . il�.Dt • -'\ V.. � '\ p ' ✓f• Y•T.'S.T• !} 'y '�• • , , 1 wl�d • �.'y. \ .ti. •Sr• ` !�• ^ '• ! •. . L 2'r,,t4 '.�: 111. 14 1 1 .. P1.pp�• - Pll .• Q• u • • % CD L4 11 •7 l • 4, �l`K\r \ • '• .• _ ... . • '4 • ,t • _ • L. ;• ,, . , - 1t9!� ♦.^ 1 +( 1. I iPS ` • [\ '\\>� t 1 ! 1 ♦ L n ' 14\ .��j S? �(1 { K1 \• .� L T{I , r {•. 1 ' !` \ 1 `]\ � ` . • • I t• [tea _ ' •lll \, • •'J ,•^ 1 "• .�I•' •� l .al ��� '.. • � 1 / 1.1\ , 4•,• 1 r T•- `t'�r � ' ll••\•. • • •`/ , 1 /!. • .�\\\ 1 I ' �� \\ \ •' I " • 0. 4 1;. t :'•, 1. • Mt� • ).• • ' ^fw � �,4/ \;I.a \.. .•.ht ' • . 1 I1% ^ yik• .d ' • •- ti• w, c ❑ cs L •4� ' , , 'Y• '1• • , aM •t CI 1 �• \ \ \ ' 1 '1 ,. . . / ' �.:L" �! ''Ti. • t . . i{,1 t I :1 IS' •: 1•t 1 ICT .` • .I�,y`�.�� • \'�:• v1. !,•t •i� • . \ IIT� a�•• n/ s. t `/)�, C �` �' •\� * I, .\• l , �wr. �• • �I �,` t 1� y .\• •7� \"•' `,t�'r••P J. �y ,.♦.� 'Y • IL I•� P CZ . 4t :.• - • 1F '_ .X.N`�\ I I. ., `• � • ' ' _ ,t .a i, • Yl r T T . ••• r "•'�• !• r •1 i • ' +�t\,�\ • \� • ... •�• • ' • ! ' t i'•• • � .�• t l '.• • • 's '.-{,I ./� ' �' • • %it '•• 1 I.•i.i •. .'MI- .I •••1. • r• • 1 � � ' \ 1.� I t \ \IC \ +( ' yy •e '1.4, . Y.. f \ -1 ' !! A . +;� ii 1 • ; :? �• • `` to � ': . , • ' •••t l ' i . ` • t.' �_. ",}41`- ?.+t ••� • 1 .1` '1' l� \ t `\ •• i�••,2. 1;• ! •• • ••4J•�%.• •1 , r artX " lr . \ f ♦ • •^ , 14 -. -! r - , _ - . . . . �, '- •\.t?.1'IC•_ ! Jam. . . i ' _', � .•r.• . ...9_ . - �a ARC 1S' r • • r . • i 1 � '' .....i.,,•:. .. 1 1 ''�, . . , `l �4 ,I S ` 1 1 . 1 f laI . : 1 �� r}•+ •+ • ' to • • 1 n •I- � . I _ Y, (; ., 1 �. �� I T'{ '\ �.I p' •r♦` ' ( '�, i` �•, • ' ` 1 it y tt `.; ' •! r •, 1 . , .( V- 1 1 , •-/ .1 ' • • `• �, i � 1 I • %• , ;L.14%,.:41,4„....ttot,, � , . YJI�r1�rh1'I' 1 y.y •.• 1 '�,Tye,'• ` '• M1 ! I - „ T Y , • _- 1 • p 1 , a'�Ro« •r.. 1.�., `• v.� T �`•- • I�'. I i , - 1 - I ;.. •• ): ; • - +.tS , ( 1 1 !�Id.L X''i�.��11. V,�LVILItl • a-••.. • Ga • • �.i.• - r1 1 ., S \^_ ' t, ., - - -, , i ,�- ). .. f,` , t2'rl;'.�l � 1 • `Y de • , 1.71 ` - ' .'I _ 4\-. • t I 1 -%.u.'1'YLI u�. •.fw/.rlr.pA... t'�1 0 0 , _ id r "„ - 1 . `I • , ` tt . •�' ..� ,�11i ,^.liilAYl .l ,xRiT'' • 1 , �! 3�1 ' •� • '.I - r '1 • Yi! 1 .! 1 i i r, I, 11 , ' S 66t � y1 I, • 1y'� �ti i,, i rf�•'^- 1 4 ' ..i. • - \ ti . - y .. • ,'' ` • ' , ~t, r' • ! • 1� •' Z 1. ' ' 1 1 . r 1' it• I . ~ ' \ 1J 1 • ��, 3. 1• 1" . ' � - ' 3 ,• P • .. •'• 1 '. .1• , .� `S . rl Ii l 1 , :1: 'j111 ' , jIr ! a•` t, , �ti ! ; oa • 1 '!" 1 t ,Sr . Sl. tr . . f ! ty �, \ \ _ r hi �al ' I Y , , 1 14 04 , t ' I 1 � . t + � LPL• ,,• '� ' , t . t• 11. r14 2 �'l-.fir • • y T el 11 1'• • • • ' (\P•` 'jr t.` . • • .• I. I 1 1 1 1 I ' • ♦ •�(R , �iJ .� � cy tl ••, .1 T � : • I i '1 I '�,yJJ��!4\11 .1��. r i \..• 1; , ! ,3>.� :\. 3 ' • • 11 S it , P f• �5 . t1 • �71�T• :S. t % 1 �1 � I Is r 1 ' f r i.? ^♦ ' - ' �/�]�/(/�J�� J I ` , r y `� % f 4.2+��' ` 1 T' Y ♦I' ! ` . • • • I I `• `I I ` • ' 1 • 1 •/• • ' ; A �.-:. • ` r':' `h?t -' , . . ' C.�•\ ',-D�a n��`- �,. ! , ' ' r •,)1( t `,! .'1.. V�V` 1 • • • r ' 1 •�, ' ` , I , ` f7� 1 ! ' ,. -t . t y ' I � I0 T.Cf ' ZZ % •SJ• ! .T 1/1}1/1��, • I • L! \ - •f \� . . 1 t ! . 1 1 , ICY-�*a'\`1 pY 1 •j �!:� . , • i . • • • , • : i . �7 • ILI ' i. ,i , . l I) " :\\ r i ' y :VI � y ,. l • • `� �r1 to • • I .•,y - n 1 - , - Y. 1 `li ' 1 , . r1 r} I I. �1 � ' - I. •, ,,�7r��! � , ,��5y� (�r 44 •�`L• 4 �1^• 11 �1 'Y J �- fl• ' . , , enrt1 • 1 . 1 y/ . Y .. ,��\ 1 • i to , wP• '� , , +''• "'^ . f C/ 1il, • .-t I t - \ ` 1 ,i.1 rt ,f .t •�, i ..► . x'�-II 1 ' ' 11,9 1 fi�a • .1_ !: 1 I .', '.` 1'1['t r {. t„ r 1 :5 I _I ' ! �5• " 1 t . d >, '1Y . . •� 1 t'•• , •. . 1 ' _ 1.1 ilk y�) , �\ ' },'�. 1 1 , (_�y - ' ,' ` I. , �+� y, . Y ' 4 . .J1f' F ' ' I> 1 \Z Y .I _^ •e r ,r ^J •JS • (t/ • AI ' , '1 I I • •y• • .1 . • S , . 1 ( ' _ ` . .` •7 R •11p .' Y• . ..lr .y • '1 • O a • • . f • • 1 �. . . . -1 , ! .y -• II �"( • nt .,,!r p, J• y • I • • , r1 � . I � � ' 'I.. i. 1 Q %P % y{C • l .i- �' It !; t( ,I,A A+JZI V, .- ' I •• 1 n ,hni !, v \ t {Z' t Ir 1} • 1 _ } a i I •1y.4 •r.• �' ` • l.• 1. ! t- t- stir••! •• \ ,� .I }.�. _ 4.1 1 , t. �III ,1 4.11L T ,^ • .. - ll L IJ t 1 , • , ' •+ 1 r I K:, J,q 1) 'ly, . . •. , r .: \•4 fr' • ` • J • ` .. , .0 I i ♦ , �1 •;' • 4\ I. • , stp ( .( { ref • 1 , l p.'.►• r 5 • 1I • r^ r 1 1 , i � j .�•'. r^ r •.. 1� ', ,.,I\ .1 1 ,'1 `' \ • . . y f 11 5 L. ` I 1 1 I 11 . • + f r �a 1• •• k:± '4 a: r . / • ti+ , • 1 r4.I rr • , , fT" I ; \ . IL r:. / , t + f _ \ �1 i 1 p , •• _ It '. 1, • \ ) ; • • • ' �•) , qq t• • I `. 4 • l,• 111>, . r. 1 {I . . +11 • I r , 1 I 1 ,' r . . I • ,,t, • ��_.. Ls. • .... yS,. �' - O i iiIy r• r S d 1 I - i 1 '_ •, t •«2 Ss; t� ins � , - • f i 1 •1 •Li :A, '! 4tM 'f I ' ' 1. I • r r '. I \LI1 1 �.� . 1 r 11 f I • tip t 1 • • • _ ` :1 V `. . .e;'LI YY. ??II - L. i - :� . (Le), ` I - 1• ti 1 �,. 1'1 - I • i •�17� +`�{ ;r. `.« .;' 1 r .' - r. f �` ) 1f , ,11• !1 t.l d\ ;.. ,' �.... C. � /� i. ! 2 � I • , • 7 ' hr yt I 1 • I • Y � } kuf _` C� 1 r! p11. 1 1 • I 1 . : t ..0. /iIL ! :5k ♦ o • ' ' 1 f t • hff _ - . • ., : - Isr- I• j�, - d • _ - 1 1� �.•r I 4. . 1 • . ' 1 CI ^•, .h �• S I • ' AlQ �• 4 y t 2 ` '�� - b _ ( .{ � 1% yl , /. 1 • ' 7 I .1 . 1 •• •' 1P , 1. . . ' III,,,�,.; o I 1 1 I. I. 1 _ T/'' ! ter' ? 1 I! 'r.1�:.7� - t� • • 1 1. • ' 2y2y . „� ' t 1 v 1 t, 1 • ` . 1,f f `A`; .1 1 1 r • I ' 1 . - I...� r I • 1F - • y' titir• l' - � r1 51 �IQ({+y-' - I J , I • �I..1.7i i •e,t) 71 ' ' 1 .`. - 7 rl� Li 1 1 li ' S I '• • fl ' NIYYi •/ 1 v • • r, l we yr. \ • f. .dl � ' It• / I. I .. • 1 , ,/ilk. 1�"J ',� . 1• f11 . �. ".1I +' �f it I tc- J‘'+I�'4"jL.,(� y,� M'4`•' ' r • r ♦ 1 •1 rY tt1�.t.k FV•1w MtV SZ• 1'1 -�' 1 _ 1 '�•7 _ _-• • 1.'. kt r- -.,., r \\\ \\\\\> \aYSt.J* i 't r•^ - a�7- . r - - r ,L y . ' 1G, •"t4• t!!; t •:••• i D ' 1' ,, , \ �� \ ;i• .i{ a id., "� ,l= 2 ., ii it 1 '7G -�yT ��(•.1�C ,, A-.�,• \t: �A�.} t \\ ` 3• ar \• '``\ .{!r-. �� J� .fir L� ? I , i .fj i/'r=l . y3�` •_ • `I`.1 • `• �'t `•44 ^ + ♦ ,f• � 14••.:� \�j\•fir Z•1 tt, 1 \ i . ' ' , ' . 1 .•, •\ �1+ � c ,�' !J ,� \. . \\�\,. ;�,.� . r »a,• , \, =,Y J •r - . 7 [". Y. [ *g • \.1+ 'C• �. a..^�, .r r 'p'+'•�f•ys�44;a .1 ��.!Sn' r 4.S � \ ` { . ` !n \\.tt •1 ! �.. /� e\\ �. \,\:r \� .-r xl2.1'i '�j; -"ji• C.'f I,1� y • ,I Vic ~ •'+j,$,'ri .r �;' Al. tet t . • ,§ ,V \. • \ 1 • • •�4 1 • ., �` } r • r�' `\ ,\ \ `\\ \\\\`\�`f]�i •T,• ' ,, !{f . (1�'. J.-' • J. yI rr. ith2 �I .. �I�74 - 1 �:,� "a• . :L - C`\1 •dy , . , • • (WAt� ' t • •II •\` � .�\\ I •v \�\�\�`. `fit:`4 J•I r.. i.• .rA raa �,p.{- �,Y (,.� A,•, ',/\.;1'•'.'f\�A a. J t `I t � 1• w•'y,.:a y, ,\ � • . .a `, \\\\ . -' j .'y. -r ' •• to il , si"'�/.ir i•4 +++R444). • ,,Sat„ • j(.( % 4, t�'N•+! s.1\ , 11 I . ''Li r ,I i I1\�. • \\ ,\\!\` ! , 111, , - h�-1'yr. I _ _.. Il . ' Z_ 1 c 19 Crt `••1G" 1`C•' ' i\ I. ; T, w / \� '\ •„' t� \ t • \. � . • \\ \\N' ! ' r f �.. •.r / '�. . ✓•. yrf -� t. , ;( ,.�` r �Fc' iR. '.�;• . �, \ )•a Ni",,, it:, i.J t \ r } 116, ! • f 'h�\t\` \ \ t r R 1 1 �i 1� y.,r:;„ ,. N 1 ,'., ( . . f 1.11 ...V•'[► Q1 'n M "t J•' t J''�y�[� • N �C:t,;. t ••• ` � •,1 . - 1 `.\1�.a\� 2•�\ 1 itili�I�',• iilt •�y/` ] 1 l • '.. y'A / w `.•y[ :j i1 'Jt'%t`r ?�6'L`[Mr,Y'YJ, \ �`�,lt . \\ 1\. \.�,Yf, \ •y' _� t' 1 \ , `t r( J -w .ty, a{ t •^r1 •;•1 ::\ �\ .: ; * ,e 1 ` �" 1 t •r i �., . n .�? \ \;'� ! ra.•Z "' {. }.p•i'• C,:..`•'ii2 ` `z a'-' tr •;r > M : �. . n ,r J . ;p' 9J'r'.• .' ..� 'r _,C .• 11:1:<61„,::::' J, t � ...\ \' 'dr , r : r >\ d ;� k , \. , t r ' 1 .\ r ., Qom, ' d[`, i , '..51 • Jr{ _ '[lr'Z 'R.� ,r�J :1. I) S'i1F•`' A` 1 1" � ! 1 1 r.' �\ \ \ b \ W T , ,� 1 ..na W , _ •• `{ „' `map a ( 1/1 1 .:. A i . Ii �Z 1 c. ♦, f'f'll�i,{'gt,Y��l:p � w !•': - J" I'J ,•, ta' i t - .9N •ri\au _. ,J,• '\ \ t,.�l;�\\ �i. � ! '�� 1•' ��.\,\�\��. r Ii'h �.OV7 . 'j,ti '•,Q':W\ it I[�h1 y •Ii+ .,i .�J'•_ ;� J \t ' %••li '�t ' �,:A`\L� - r `1 i r `\ .` •,AS IJ :} i.r. ) ♦ • 1, .,. •,J 1 • 7-C M it • • 1 Ii' . �. 'tl\ r',�1d. �• • t C {'. `• o� ,�( ',. 11� _`� t `. .\\ ,\�� e•, : ,1 .'e•, ��/,`iJ'Y+,, w! - - -1� • , 1,_ .....C^GC f .•-,, h 1 , .. , •r. • • re - 1v 11 _ekes- J • lv\'. •' . �, ' • ri. tit4 f•t' I. ` ', ' . • .0 • • • •4. kit-lit .• , . • '. <,.�:� • \\ . 1 . j .•'k { •....• E ' : •i' � ;4•,ii �. . • \\. \t.' I. .i�;: ; 1�,•'. ��• \ .0.•44 \`'Tv@, \ .`_ 11:7i it! il. • IL `,'•M:` . r. , (-._..,.I fr• 1 /' . .l(.'•II "!:• ', ja . •• _ iC'^' . ,1,. •'{orI'b � • .1 • " ' ti '' 1 , \�1(j ;. lL • �, \�. • .. \, \\�` r ^i;i, .J; '• 4. 1 w' ` 1 ti "'ti.l �.J i r \' s1 c'A 'i1 , F \ , `f -{ it 1 gyp' AMC t� , , �J.i I i �. ` y'Tt!r. 2. • ilJ ; :ti. • ` ,r��• ,1..,} • �t •. • P. •P .•; -c\ It c •., `•`\.J\\\• • I , �, . •` aC21�O.i�\\i /y��'JI 11,YN �' 'tqy. i j �.�Ir _ -l / '^V\'rnb' IJY]J .tX�� s, tyrt• � y •�1 ��1. ,e` a �4r •r ` 1 I,a,. C _, C , 1,54 `Y , ' ' \ R\ ;q `\' �.•. g' _, � i � ! t: > ' 1 yJ' . 'Dni!1 a + f II„j,�. r., • •!t?;!17N. ` e` ;,,1`_ wr( �,' � § i`� { - 1 r 1.; j. f\ -\.j` ' � ✓" _r .' 1 y1 ' ':' . 0: {1F • .y �,1. ' 11 . tY6 \r•'w Sr 1 , , I h ' L,r '\ C^�` ' \<\,,- l � j, ii. 4� 'JI ^ ! r, ,i' iY,< . J , ,. ,� /�,•15` r.V R, r1-4' j ''� +ka '� •N' R t c. ' ' i \ C �. a r�. •r'"�( �!!•� • f ,p 7r d < r +i \ "Iv ' • E M 1) �) t ' .i \� y�. J A`�� ' r11, ril � :', ;i! l ., y y L1 . ` I � 1 1 I r , .\11'§ 4(`}.'. •77•ir: ' li'Q^1 ry'.... Ikw _ ^'R " •.r i. CMi 1 '� 1 • . 1 '• �� \\:.\� \".• �' JI - r . ' Y• �y Vl 4 11 * 1, i- ! •k 'I • , -M ' `_.M. ,^. \ \u,, f' , { ltI } ` . _, I . o • t♦ •1 7!?iw • �t` C� '1,a r, r 'at@ Xis —"'1- ( t .i,, • .1' 1- * ♦ \ 2 ` • . i ' • Y f ,C. 1 ., ,rf Ir , •„ ' •K •rlt7 f �'P r 'r yy ,' t:• <. 1 I .:w.•• , • If • 1 ,•tt fr.! ,I 1 yt Nkli. i''t ,\C \' '` Ct J . V7{•�� lit, - Ni , r -t; !. f.:qp I° �..+� �,.i.. ' ..';% r ; .... ,.}i \4L% k, ( to !.1' 1: rJ\ \ri. ' ';'...• ., . • , • 1r • � .� ; l IT \ . `•M . 'w,•' r . iC• p!�{,'' •(.1 . •i '[J :�. �'=t' f '.`\ il \ . \ •'t • {,[S" • a 4 •\\ \ kk , ? - es.. 'f , ' J - } it's` ', 'S1� 'i•• � ,J,: �yJ,,.t. •� 1` 'C . ' 1 . \\ r . 'i � !' .. •:` �S.� r \ �. , - 1`\ 1d.1'I '{ 1. es.." a •1 • CI" .,"''• -Y ' Lr� ?'� .,i\` 'Pi it q 1 _ 1r'•S r, t .,F . . ' i , •.\r ttp, r.•fi• d+ , \• ..t. ^ L - 1 • r . 1., d 'i'JS. - �A . �';,+,: •.,Ley' till < ' 'aa „\ • 4, • 1 i Z ) �. 1 " 1., t\,♦ �.' � d ', » . - 't r �•1',{j "ti. . 'lib N�Q• • ,4 �� •r� .� \ ` — rt :� ^•L . _ •�_ v { r1 iik\ 'i , •\ \ . ,\ • P, ) ; I .+ .J •• • 1,1 - - • Ilt r L - •`lrr -• • �t '{ 1 'i•L�, • �'1 Hyj iL ,� Os.. T'K•,} ,• yl ' , . . .j e' L ::i��411.• \` ••\. •,a I. .. f ^ • qL• ,! hi .G=i W l ± Q\ ; i " ' . .re� • •~ 3 ,j 'j �L11 > , � ,•.: •• •L .J•y. � rta. I �•,, � `,, �r ,1( ,•1T ,�' '�, • : re"' • • `I' r•• . L U I - ,I�i ,r` N. . , ` { ^ 1 • � / � r � ,i j . � -• ; r� ' aK �tiS , • r •a; ?`� 1 ''1 1li �'b �' 0\0 � } r \. •1 :-� .i!. ! ( ' I t- r r S I' 1 •,.tab ' i' ),fri: 4 Jv v:rla t - %" ♦ i .� �' ' 'tom R • -• , ,il .,r' y ,J • , ;f , ��r �.�.. • t . 11 'i 1 ( �' '1• , . • 4.,r IQ � 4 Ai • •`I _,, r{.il.••r � /an I w S . '`* -�)� '.{ \ '�( ' ;,. ( 1 �, `�i\ `i:-. j(l. .i r _ • i . ,� "' 4�Y• .iy� tO .;41 .4 *:4 y` YYY,,, Pt • _ <,�. o`•V"... ,! -E. • 1- . k1 ..\..... f q ° './ 4 ,! ' �'> M .i 't .IP Y :[.`r'd r'^,4�)'F,R.�' j\fit {.id r,rL:S'y�{1, ( ( ^ 'r:,, °'J . • ' �1 .• .:�,�\\\�C ; •�.r \:� 1 ; 'y' y , C1 . `» . �.. ,cy ,rr ' ; • • • 'i ,• VYt O . •4•9 ♦ y 6• I,ti \ leba • A. 1 ?)R'G��,` •"d•\4C . 2' 'W . 4 . .,\,. ", ,,1- b. 'J� . • , r,' "`l \. :'. • i - it•;{ ,,, i ' . .• p i �}?•t4 , 4yr'�r •1f:1 'I �:,•4:: t .R•.,11..yC♦.r.rils. . . 7.3#$t � ') ;: 6� E • [ �\ f , (y ; ,J� \ :ai ` �' ({� / !15�5r!. v �'A( Y.: �y1f •' �` " P� r • �Y " SG0. .,li . Q ipi t Jr� - 1 ;� . \Vl .r �j1•. \r _ ,J I -,J . 1 `•,;d l ;. r r f r ydry .r�i t �•^• i-,•��' a\Pj ,•121!"�i, r�•!••� :•t�,fia• L \J 1 - \?V Mot ^w. [FF.•• V., 1 ) ,; y\�!•\ t�Nl\\:' -• •� , 1) •- ) t"• ."{ (, . "�•t '• • •11;•L^' 41i1 7 ''. I- iII.}, f.(w '44 met Ar .\11.5 ji. �•• .r -,�`.,1I Li . I, d,l G • b1' t, �'. .. �. ri • 1 ' 1 16! 1 / �.a'y)/,,•1•f' vi p.. r '4 : T - • mot•- A \\ t { \ his J. I Ir t • r••' 'n t•• , ' .46 ^ Q.1t4 tit •. .. J 7 1 - r - r • • ' 1• 'r { •?t y,J:�. 'W` \ dr i ' '` I r: _1.1 t• ' •1, �♦[ r •VR Y.• ._.., •. i. �,'• ,1: i${� n •- •• '\?T.. \T` `U ..de co Ph. :rice-is �• 1 t • � 1 r •l dc j : y d .1`r rer i ,r. • 4,.: �; ri \'. A . i • . . � tt;, . `' .i II , . • , i - 1, , • t ' rr••r•4 . `\..rt. •C Cf%,`tf , 3". , ..7 7,t• �, :•.•( t _ • r� .l.• ,• `t , ,'.I �•• �{\,' h' \\:' r -i . ..\ \cati� .•Tr, , .. r,. - r - • . . •• v i•(1" - _ w tC•vJ a:. ♦ t• . t.....` �. ��., • TI if.*. 'Ca' 1 l' i 1 L• �;,7 : 'Yi�]Va • ,♦ r _ 1 - • aJ ,n`- C �• 1r r f . . ! . , \ i,l \>\ :.• - i . •{ ' 4•J -i . �i yr {rov Fi , \ gin 1 \'t• �4 J •,\p ' -k• „ �� . .k . . . \ . ,tr , ,, r F, 1,, L r" rr [ t al ,b ` k aS \.r, . 1 • is . +., , • 1M • ‘`AT' , , . i �o �:. • , r '(:7 t' s , ' r 1ASi • �� t • . p. , r . , •.I , - + } ' i \a <` •K r 1 _• r „C t• ....Aire......, _,. ..r ,1tf'., Lw`. , • • ij, 1 - . �:y' • "t(. • • 'd ' ' l \\: •J �h ✓.r ' ' 1i1'' �G`� \ '�i tor r\, •�`•. i i •. +a\r ♦ 6,t . tL � I • I , • Lem• + • ... .•,, � ,.• , 1 .C11 , " i f ..\.•y :f • ,r' ` 4.4 J -ire } .� -7 , .'�- [!• •,�4':.' , r • ,•ti:- T• .•r` .'. ¢ •p, �..CCt ♦ ,/ .c . yl•. .y`• -r•: ,.., • V,.`C �: } tT:.4 I ,.+� ' t ' • '4 jy »- � ' , a r 'S r ' r. .. h l,,i .� '11• .'.V.•a ,• s .�:\ _.,, r .,.1 . . r �i I. �h-M. A, ..�1 '( J. yV J '.,-,2••.. w• \•6• • •`T..• . 1 1. � 4• •_ .� ✓t '•._•i Jr '•t. •♦ �` i.� • ♦ , t }I !. ' \\ :7 A.•X.A. 'r 1 . rl. •y ' • •k}„�'„ 1 , r ,r \ I-4.4 \�}�,J', f. , ^14 ,"t• •• e .,v•t. ..1 ./, y/in-C,, ,� , .: •7• - ♦ ' •� . :ji .1'.i i � , 'r A1 • _ 1 Zt 'ut ••` • 1. . j• •` •'�i'•'l - . M .�' r• A .l( 1 ^` '\ a n "t , r`n^s -.: � . \..p • . :a+ , � r, . .i�:; : r .,v �3`1 `\\ \ V ,� . . � r Jr• �t�w! , _ •r r� d� • Y t :r, •.. b.r � 1. t.. a \C;, •a. - reg. _ 4,.C..\ r r:, r . �1 \\ 1i{ ' 11K" ,� ,t.. \ 1 �... . - Y ,1 {'r nC . 1 �` + \ �`,� .\ . I� r . •+ �, . ' T. . a , , ; • .�q r } :� l \ .1 �[ .� ` p ! -fir, ♦n -` .d �'Y�. ,Y `.(.a,; "^./_la 444- 1r .4 L IV•' i •• Lf r l. . . '' i tq.1L f.:. \ •,+t • • S _ \ r 'd 1. .ti' •ice•„ • : f .¢ / y .- • f. •� ... ..Y' . •• 'of ' ,t . 1 ! V • .: 7 . i• • \ ,J',• •'•\.. �x . v�.'� r .•. ' ,, . r _al•S >f:-+b\ " Y '♦ • b w .► ,. • >. \` .[kq ,,)�f .w�, C G �. V " ,+/'• • rr � .` .. I •' •,�' 1 \ ' ..• , p✓ \ . . �'. �. • it'1•" • . y J ' ` •Y,: ' + L , ' \ • \.. . ,i f .\ . .i \ t' \'C\" ;. • • ��`�• • I, ., 5 -, i r,: _r• . �t,. .'�r r,. ,•a ,•• ',e' P,l�•y ia ~�-. . . Ly • wl'�! •S t• t. : \ \r r , •• _ 1t r , { f. 1r r' . I • •✓.T _ , C• .sail'••I' • 4 1a (r +' \`- w + . (•�: rj(Q`• \al�'• \\ - • a :•• .N 'I ' ".!• \ \ t ' t `A 2� I. • ' �-i • ' K47\k4k.`w11 + ' ai r•;4• ,q: "•" ' ' ,l! �\: 1• 11 i ` • . .C, \1i . t,•• '. ., \ . +u_ .`tiT f \\ ��`.� r• J- r Ik' 4• r•1'•`r ,i" ♦ ^r '{ 144 ., • ,,A } ,'7 w,C1,,.' ,- "0, ��� l • • rt'1 0 ' ' y� � .\ .•y l� :0 1 •^` 1 \ 41 T A J: 1' . MC.7t,. '" 1� , • 1t. '; . rti• a. ` r t , \ 1 ,.\ . , \\ .\: '; • \\ \ ' 4 a / �• :,. .�t .Y . ,-.'1 - • ITyi • \ aTyY � ,I ..\ 1 •*kakinut r , J_.♦t��1.+'?, `�7Yeti. _ ll �1,•,Cr1-_ [r lC C 1, 4, \ a• \ ` \. ,, . II •••. 0. l '�' r 1�.` � Jr )..•�, a1 . •� � . \\ •`� \,. <`a t- . - 4 • ,F T1 r1'. tit.rr • • „'„e, $4•••• }'A, •' ,ems r,:J '} Ny} '•• iy Cx ., ,1 •r• \ \ .. _ , r; - ) r - ♦ 'M• pr c , rr ii 'b.` )„r 'aC. 1 C Apt .\• .•t r \W , G... 4( t 0 + Y r ' Zy- . 1 � ' v'Y ' ,1'1•a.\ _\ ' �7r: u • J..`s\ ::. ':,•-,n . ! '+ `�. 11 `i.\ \`�.�a . a'` • .I, - 'AN,. .,L, •. t. a•1: • 1' _ .. �(' " •.,LA,. 'i rr .Fi 1F `� i... P ..• ti .� to • 'Y/! � • , . • _, \:\;•1.l�n�ii'r'\^ „i � '\\a`\ }` _ �. C .. J Qi t :( 1,1.4; 1t. . •0444, • , 1">T't,?. f�, Ar.R• ,, .§- =1 nt. . • ti ' }'. 12� �r • y ' .al.•_1 \@ a ,•\ .7 ,.'A`` , alY, 14r•q +,/.ie&<�. �.. , c,1. •. `i: . \a•, •}.w • / vF:., Y;,.z' X� q .t: �\ r. y` 3?t C,, q J • its. . • : . r,. ` � . . • t \ '. • ,L}+ .p o ?t x ' %• +�\ y, ) ; Z • J �iJ, 6k ' r ys4 ` , a .1.71' o. ..� },• �'; ' • ,• •P, •r { 1 Fy a r;�: 1t t;'r ' • ` '\•, ! . . L• , t.ti.!.4 1 :r •P•v.tp, . •• t, Jr.14rL'..•y.• '.. . T1'- %: Y.•_ CI : ( .^ e \"b- ..c�•' C ' ..y\\\j 1 '• . r'. .• i r\, > 1\. : .yIA�.� r'.l t`':.i •v \,. �'"ellf ,{.Ii.•�'I,,•a t:� �� •�' r ® eel:* ri' ti $ v \a.k.}n1 J '~r ~: < '. wiV: .• J it \ 7 t* At is • `I p : *Pt _i. ��� A.` • i- t"." ; i'1:Ar ,\ _,1 �p t '. / • , 1 b y-t,,; J .r�:. r�' ✓..'.J 1 A• yy�"�, P•'• •,t ♦ .:.• y '. - �q p,Y� - . rr��. r f. �. , ♦ 11 :.�. 7 a J(ul • :r tJ'`� ..... • • • •Al S� , ,?'••�. •�i . r rY ''Yf r,4 •� •Z i ,„r .',..io'•'rf�•R '7 \ 'tI,. "'�• w ��`.� ` �'a' '1.7 i •`�1• , 1r,.- �,, , ,, . • Y „i• it 1 :"i :„ ...• J,rt.? 4v. ,V �' ) •• • •, .. � f.�• v,. . 1:Tp :•t `Iv r'. j'-[I . y ` r.. ° f .rM.. . ,• �:•, )•�n`C11 [[�� .�„a\..., 1�,t p/�p ` ► � fJf. � 'V � " 1• L�r• :' L, • id 1 1 .l'rY 1 , 'i' ryr/�C �l • •:1 L'•il .ld wA•• Il. \de. V(-. V•- 7•f•a�' ,,�,�,� K: \% .•-``� . .ram•. V r ` �. \' 4" 1\l :w .4. 1 •'\ $ C.._ 1 . . •! l {\ . � i • ; •I f r 1 •j1 • 4yti- v 1. 1 A. . .•tl i!ti :1i ..6. .• .- Ist . .ill ,M�\'rN\•1` ,i\I` \ NZ 'y 1\• ' . , f R �; ' , ,1, •' ni t �• ;,a• a u '� tG• ' '• K� "IItvt -.?,. }1'1.} 'm ��q."..y. '"ti (� ,?.rA . •-• /`'+.�I .rl, f- � „+ '' `` Ir .f- • 'A a•• • r1. , , •�, _t•:�` ,, 11,:C • 1 l J-, ; )tl f•I •t.f• l.f 1 ..•i` •. , • .; • ,1 ^ i . . • ,,, ,, \11: R'�.� ♦ 's-L 7lt : •: ��, st .• � . C ,\ . '( w .\. • ', .:wP• � . Ita , - ! .� „ • �i Alit?: • ♦ is �ti'y'y\.. r' , L•• y. J , 1 6 •� `It` :j \ \ :��y, ,-• '{ . t f, { it 1 v.•�' ,. .t . wlrrr �,}3•�y, {:- 4,'rt ?�. „ • s.�,,•rf'. •. . yt R'fl:y k\ s tT,, _re . .. , 1 ./,k . ,tt`r ,JC t!•''t "�\ ' m.r' • \ . �� \ L • �'l j #. I i•'�''•tr. tJ I.•• I .! SR.. r, , rlf fi ,` 14�•,` r'" a, ,a{,.t .,7^.. ��..!I{�1 4 .. -d'. L, 1 i y -l. y. ...v 1.r •, tl 1\^k .rawl • ' . 1 :'P ' I k rt •� , \ ? .r`�r f- l '[7 , . ` fk ti, I ! 'p`' �� v.. L' 6I+'t E. • `.., e�.'l{ '• • .§r • 1 `lyc• •^ i ,1 r ,i �•? :1 .. ` y1)3' sI )- .iL: • � t••i r , r r- . l' 1'i• 'S',,.. '1 . • 1 • 'sit?. ••-'4 •' `.i< �' 1 ' J . Al. �! . .{.• 1 �,d�,,�,�r .'rA• L' , .Iwo. ' ^'.`I + ]y.k `l ,. •! �, • i'� we • _*\ Y\:Lit"t� '.i • r . ��"x• ^ Ij� t : • V . #, • • 1ki k�ti t1• v: ,'5 It ll " y,i . /••'I t;/l'M.rZ `.. ,1 �,\+ :•, "i ® ► 1, r . •. \ ,. ",� ! I ^I I 1 "' t (.4�.}�, \- "7' 1 § r - / y. , � 'i ,�. rwJ�i.l.K'!�'r.. `yt,'1F•• `l Ly t • i-r�'L ,� 'i C•. • v :E+ . *�'6y • I ' l • � tr 1. ; t. ` r . .lc' 1 .[ Y "r. ..,-y•• / •. T'�Qr •i 4• • k•1 7 { i• J 1kti. kr .' I , \t r,A, tilt. ` _ 'a` . O 'tT' • is •� `� -t r 9' - , '.1 / ITC �"4' 6• L .1� °°°AAA". 1 �... 1 .. .•c,f ^ , 'c:f :F•,. \� \, 'Z • . - "1' (' r' r - 144 fi` t , Y;• f;,,TN. ,. • i:"':" a P •Y-r I 1v' 1[S •b. r '•.r..• i AJ i is 1 �`. �. t \ t ._�,_ I l tir �l •: J• V •, •t, r 1 , .t.. 7,, . p, i {{I . ♦ ..r• : tarn. We { • • J, J •; FT t\ '\\�; .\ t b 1 ' ' • - --:'� r' Li • , t . r . i. ter• ..Ji': t., it•_'` .,. ').v . !)'r(� 1 "! .� J• '!rW-= �• . 'a' •'•(j/pi 'A .�' "1.1'� 1 -{:�^~} , . �' I .: �' �1a- 7 _ aa. \ !1 �; •at C ;Y } 1 ' ,• , s. ¢ S} \. d} f ,�, , L?a. • F. �, \ • Q J��.•; • r.• }. A. z., ,\• ••t• � \ , rf. .,•, I> ti i" r r . .h„•tam . l rt ' \.r A' 'rY atr , Y. y ..\'� y �{r�J r •• ,r .�i r' it \ , _ .t-' p1. .} a . �\ i ``. i• r .f •C...ir.,f:1}�J.Ly.;�I t tl�^'e � 1" 'f. ' R • I nC a 71j 1► i ,4%14'1'4i 1 . i,� ( 1C . •C.fJ' - A .{ ���`f`��`♦ \ :•d' `` r.. •� r1, `.,y .`CC 7, 1 ti'`°j1 ; ! r . �t J ^ L'Z♦� y7F • {�.f,�f�S} . [ �"'i: S/ * 1• 'iir - ll r t ♦ Y.`. `:• _ '.. � ' \ . 3 .-It •+1C 1•i .'i{'. . .r.. ' i or' `a' l.. 1 'ij 1r , • . tM� ' 1 f ' .IQ) rwr -'na . �r .f * I! l/.:L_ �• T-a 1 r • j u y ali - rJ' + '.i� r ' •4. d 1\J, v �{.� �•, \t�,�rt.+�''t'1•w . /•. ,11, .R,F,:•. iIt r .v iie !!`• , ,ri:• `'PS `.y••� ) 'U'1 •.• ' ,:•: i yr , 'i t:I.. 0, i 7 . • • ' • : '% e• .. � ' w•.,. { • , • `n.- ,�. , v{' : .., • 'i 4. • 't. •r S •O• s:. ,, it• A 4 �r41•I .1 �41��Ir. �' • ", RI Ct ,L J 4"1 'i�1. vt �f ., 11 . - t - _ 0IF �.. a \ ' ,4� VV •'v A J, I ,•. . ` iNr i >ti{ j: ,•':. . ." .1 . I f •w, • { :4 A T�.y.1•I \R^ (al • •• _ o. \ ,Vt. Y • I.' .. •d:t ,\ f` .� A �. �� . , • I ,}S • 7 • { J • t • 'I •�, I` Y .r ` �y, -n� .„.11 t,- {p1.1 L 1 i•. � 1'� 'i'• 1 Y � �{�N �y1� -its 7 'Q' °?.:a. 1 r. ' , • I. ,. . I .: i`: . •w„ • '.� •.� �q ,�,•\\ , ' 'L ' .l. rJ • f 1 '!!1}1; f.�.Y�. L*.r .� •4.� r "rt tR�" .I•`(r• ) y t •�+" , � 1 }� �i1 Jrf . • i r i � a �h1 u r• Y •t IN^'y: 1,,.�•w•t t Q(io .`•`�. , t. ' r r r- .~1. „ 1C�7` I ( }.J . !f err dl 6\• - 'i, �L _ .rr•i • ,•iJ f 3: :i:vla ? �'. \(' 1;i. .7 .4' . •r a4 •- 1 �f{,, . ' f • / •( 1 L , i \ . ' . . \ , '�\ y..``Z.� .Y,. •... .1 • YI !2'' 1 t ' a N. .�-y I . +,)! 'L• .6J '�•r . �,{1 'K.J: �f 1- � ' . t '. •3'* . A. __�•I�j� "y. , ,A 4:'.a a" . V . • or. rJ +.•. • I ter ,.,� •iP1. ,.\ J,t. frT. �\ •W -. i n"•F '' .�- . 'I` r' lr• 'd '1 . a5 . ' � d� r • • 1 J.. 41 • "�� 1 'l "a Tr L d ,: 11. ^ .`I •+1 6 �'� �'1 . 1 � - . . . >• \ 1 r // , A• ' 7r.. . L ' J .� • • A . t .•1 �' L Y- r ` r• ,. � t r ,sr 1 I ' `.i -."�' 'iv:aol a .i •r:•••r r: ' �.�; N.i 1 ' •'Lai` ''' • j _i , '�,I,• f • M 'r ' �;Pi^. 1"S jj tf�,r 1, +•1{t1 •aY 7..� . 1 ! ! t � : i . a4tt Q••07 yiL,.t � 1 ti'' ';t ' ,rh7r :.- ,\\t ` \ �, sy� al, •�r .l �► " 'SSG �, 1� I • '• ,r`,7t . Y:� •r'. `�. •.t ti.' 1) C . }y ,r ( 'S-tj yE (. . �{ � ! CD •'r - a. It- a: �, ,�.\,,tt���1 \ ♦ `!p � ., I v: 1 � : ` \ . t '• vt :n '• r.A ,�1 } 1 ! ; r '� ' M • �•. , . A '4. I, . . br a' ,r .• wr -. .\T_-�,a` • ; . L w MS\ � • \•t� y' }�4 , l,,, . ` : .• ' t R r . •1a, ' 1 rJt . � ' 11' YE . 1 �-\�, .R. A ti4T , 7f •. ., �14'. ,_ tr ti,�.([�i 7lM fj�A� _ .+f \ ti +�\y,, _ }Iy� 1 I{:. \ vta .`�'ijt;, . . ► ��� � •'�..1 } { t t , ,a: \rr • �• . '[ 1ry.• y , � ''`{,'4� af' 1C '1 r`•f� ,• "` `:p' `1 - li" : 41 $t.••; :• • i� �, � .`t\. • �� t �r• ti' cA4t. r1 {CFt�• • '.�w • \, /t{ tirr �• • ._. r�yy }} ' * ?K y .1' _, F/f"' ' t {' e 's• • i , • ,� , . 1 . `• • t -' - '4r1 1. t- Qa• • 9 ` •i•1 ry .,f1 '�•f �i� tii'` 'i� �. ,.Y{�"}.J1 � - r .- r i '••, r4jy y . t. J ; .i't9 � •i� .1'I -_'I f1l ♦ tL , • ••• w 1 • .4i • t �TJ . • ti"'!I . ,fir' f•� YIl. .l' rr• �{, ' v p a�,VW�1„r , Ir • : , fy, • 1 • 't. ��r. J i {. , rr rl i1^'1i't 1 .r ,S r 1 + R _ .:.. .sot• J 41 IM. „ Yf ll. J J. ' ' - .,ems• (��1 + � , 4i~. A J: j'�CYr• . At � . '.\ � w f 1 T' '. {. it • \. �. �L �f �1 . r •L� �.r. 1 � 7� 1�4 �•�J / � ta ♦ ' aKi•J# r "f: r 1 0) :4 t • - E .t *S.t i G;{ 1 L ,r L i '•S. '!�{ ! hj t; " C :. Y • m: , ' , b 1 s r `�, r�,� a"4 �, c :� � f , . ;rt r1 i' .[ ,f jZ . \ 1 ' h :•L.4 J • �. . ` , {.'. .12 •• q-.. p � • • �} •Prr �t 's i•v ,� ', r{ , ttilt w`a, y yi t' 'r�( I ;� 1R.�w. � 1 \ . Gt 1 � 9: t• ��.. -• t .:Ir _ J- ,.t 0 ' J •'1•,. ��t e•.• R, -yA�\f, , .j'•,y,Q • .. � . �+c •, • r , ,} 1 7,r y. •y� .: s .i �_- .�f il.• ' .� •i { r , • ( �t..1 t �/�..J.. rl , Dr "A 1 . 1 ♦ "S w • . a \. " t§• ! ,7!. ' .CI w. , r { a�.rr Y{ tk „ � i �: " ' tL•1 ♦ •�§ -I r . •Y i`" II, {. y 1 " ail 1 JY '� l -`r� . ." l • � • r( ,a t ! �. ?• i{{/ '• �•:. is •'• 1 , sti T ,. �,,,: ;r �C}.'. Rp' .'(t. { � ,h:r . 11.E V( .y> t ,., r . \.,y4. � .p8,ra t1 .- .r`tv��• v. •5.l • �`` ,A . • r ilt 1 V„ T ti • ? .,•{•1 L .,tl ,•J;• .0 • ' N•f.t. f t ' 'y t I,a L• 'a=1•�', :.1 1 h ^�•�J 1 �• 1- u _ J� ' .a.. �� �, : • ' ... _ n tnFr Jjl•I`` ' d1y.t. ZY .f r: 'til f}If(. _ .>R:+£ � Y fb' i',� '• �;i Ar \ ' /I - • '�'v"• (t'� , M1 iw•• r.0 •. '§. 'dt. , ', • • t 1 . l ,i r .� .�' . 1 k. a �. 1 . •. „ L( , 11J i,l1 J[. Fw r i \•9 'ice \ IFrt,•lr •i r,(. • ` ' .- ^•�) YCr , `(•�[(/�'� , o d / rlt 1 r�} ".�' �id -,. \ .v 1 `]�`.• yi =�,. ?. L � ® , v ,4 " !=.L .. y 'Ya I',:M7, - .As—`.1•.C. ' � •'•'•• t/ f`'3 1 , t`w�, l y •?•<.711tr �J � �•.FfT �1 4 '• • w. 'ti 1.'(. ,i.• • � �w••<1I .Y �. \, ``r I z`^ • -}• 1 �' a^ t_ • r. r .' 1 • .•A`-1 ^ r/e:a tl'• � • '1r _ 1•4 'wt •;,"Cv. fihe -• '� 1/2 •• . .. 4•44--%ii.. , ✓ 1".* . ,.i, :4 rr ' 'I , �7 ,' Jrir}[,. 'O.V :.., '. .''O'l •. ' 11' iT �,T. �. • -i 1!� � 1 '• .: >, . �,,vvf y'.L I . t ,' �.. - , r. .I - it :AyP� :w'\ .a tic ,fw 1 -C • ; S, • ® 9 F I r• '` ' t.l • ,\ I,. 2S .. .f i f , sr) 4. !` 1 • . .� d : • .r , •�J►II' •. . � §A d .0 �. C J.` tia\ ` 11f�,•: `111 ril `.1 , • �, • ' it .P r {r t. •� j I, 1 r. :"C"`, 1� • n4' ✓hi���r ��'�1� l' �c y f 1 „C. \ ••r '* o. • • :� C . •` /, r: - 10 • 't .?t a, • i'1 w�' r .a ,. d •,,, Tl) , . - 1 c •:a 41,,t' Ja k• ' •: '-. - +, 1 •.. ,'• 4, , 1 -1a3i • r. • 1+ � �wa,al ;,,, ... . ., 'vl 1 416i .7 • i, : a. i: 1:. �P Irt � • .Y'• 4j.' % � ' , . . .. r: .:1 a.. • - r K', i '"7r:1 � r` T1• ..,�. ��' f �.. .ec}:''. •i ,p t ~�+ f r �(�`�•, J ,,A \(^..11\:•h1n:. •1 ,.� f,�y7jdj���j��,•Sa y •r ,` , §,. , SC ',.•lyt .<t•.` a Ci. • r ! ' c, \ �, t 1 1, . yY.' : 1 1. • i �� �•, �. F+ �v a .r.� � '�!'I j'"{j•P:. ,/['l9'/� t� ^"1T . Oct .la "_",/r.�r 4 •ty 'i l� 1 + \'F• ` \•fi C . '� • , \y. • • i' 1 "1\; ' \ '7A4�Q ./. . ;ate• j{'Y .! �,t ,Y it ' :. � r. .tlp \Y b. .n ' rl: r' rr ' i•: T•, 7t� �. ('{.{{'yy ,�' f \. 11•i • " :J. r T' . _1 ,�• \, -\ '`.'i • I • •ir ( 1. tJf• t, 1 ' raJd ��'{ r . •�+`y,-` , /'a. (:, w '•' ll, Jr..i1 ♦1Yl,7rt. 4.r'Ct `. t ,t .^` ""r 5ij. :� .�•�`7' U.1\ •t .. ( i. \\. + \ '• !'' , t 1. ',rip— \ 1. f it �: I. 1. 1{ . "] \,,� Y y 1 , • t` t` •--) • ' f `lt ' t,^lair lJ...'... C' ',�' ✓ ���• \•.� 'V t1. 1�'� 7+y ,�t' •{t 1:� 11M��,Jr. :flr% �:l J vr' ,w [�{�R'�- 1 rt � T• C':,, - . • tr. ``\ . i ,' �l t ,I �r'� ,'7 J d . .\ \ • 1 . r k• - • -1•f.. �! • ‘1" al .. 1.1:/l4t . T1 ' tc' 'c:j' t . {r' 1 ... t�� F•\.., t• l is \ ' . • •\' .\t A, ��i , .` : • _ \r'�t,i [ c r 'r A . ~' "1: , ,, .r . :1 r ;7 T Z ! 1 ) \ is y :. ,. , -.,;J t t i1 . f • , ,. 9 ♦ _ • a . ir� . Q <� \a r• . a . v • v` .1 \ ` • •_ ,. .Y� •. • 1• �. -r �! , t' ♦ '7) ♦ aC. {\'t'• 1 • �, y �• i{r tta• 'Z `• 4:'1 'w i \ '3 \ 1 t •: i - I ` 1 1'i t"\r.,,� �a�\ v� i•t%.ri• f\\ V•11%,,� 14tr . ' t -• vJ17 J,� 'y t�,\ r ' � 't l ;, . y`P'• • d�• r•••fLL.7 ,�•�•1 ° 1t • � q� A`"1 ° \:• +\ _.,• .',.. - \. < \ •'\ •� : , •_ ` \) :1 1. '.&�� a V\\ }1 `. \.•- J Jfir `' ^ r :l .F •4, 'n afar, l`..• .I. • ,I ji • v•\1,. ,yit ,lt �l iJfl id � '1•Zr � - ,.0 A.-+, • '� rY., y • , •.t' � �'�,'•, i in . ' ♦ • ,\ `((� ,ggp7, ! ,' 1 I . t vE, II•• 4 J. .f.-1V•PV i I . t• .• .= i •y $ . tfr' 2,{'. i• �•rf.F;WI� .J9! 11- •vq�' yG' _` N" y. \rv'19a(. .{;T\' -1 r , ' 1�'n' r' \ ♦ •.\ t' \a •`. ` a!' - lL • • V al. • �r ' �• . i•. , n�t ' . 1 , C • i.. . w:47� � `` r. ii;y •l I• if+• %J, , \-y � .'iy `;•. l� �a A�^r.'�1 w,�')' •f•l �{�'. ra: •�'1 1,, . - fir'• .. _ \ . , - .1 + •V• ,Z'•,/ . •j.X 'tt.• w _ •Jrii 'tar n `d+ . •. �,NN (4,�, �'4 �lb r� '• • 'C' 4v T. ,• .v • r • i •.� j9II jl���. 1,,.t ' i1`" tyur S.• , . l .�d.'-' { A •• j. h a, tJ j p J7'i A t : i , • -� U {J ••` `\I • lDL * { . 1L {' git ' , +..,�f � }, ••, ,. !�/ L,\. .•, •r�'l " ..t Y. ~'J r � �. t. , \ . SI.t I YL , :4 ` ✓ ,iti rl.,e\ ' .}3' `r + .,. yxt ` fir I.C. y •r 1 J y L L /(. ''` '[y1!• 11t �y��/('.��,i/�j�:�' A( •• al,.N�tp.. e. •�• ••r _ +J. I: I -rI.' ' ' . . ! • ., ,} 4.4 i . w 4`•At 11:.}` +J��+�) ;N44 4%1 • 'r'7..5 {,� 4.,••`� gr"4 •" s•fi . , .' 4.14'�`trM,l,I : '�..1' • 0. i..l;'/�` 4 •�` .., . 1'1 \• - •. 1�'. �',t \ yr`i t. 4 \ \ ` ` ,� l • • ,3 \e .'.\ ,C,.rn'��t It !1, "4' •rr S,\ r'. /•••l' '! - i4 • ..'' ` r , . r. fu•.iV. t• • . : r r•••• f�`, i i a 44 „Se. . • 1 `. •. T . ;�. �� ;d • I. i. ? ``r t . ,lJ • rC{' 4 .V \\i,^•.i' ��1•':fit: rM1'�y:.11A ifr1 ^; • ./�r• ti.,�l '�'�y1'y, 1' i�+�• I. .t. r r 1 r t ,I \ a _ ♦• . �" .t _ \ ' V , : '1 1 . �y �� ; 11 •` �I . wr! •`ti -•1 • '1 ;,^�: 1.,/� :I.•r•ji� "�,.,tt'�'9 ytt(\1 •(1'PJO '��••. CC . I \.) :v.•y 1 • a4 . ' i: ,\ i 11 _ ^y� •' \-i41to h ' +� . QMiI• .! ,J .Al._ , : j^3`' t'. . ;.''Yi�.,r ,3• ".1'S:v:, 'rd..]: -.J..1` 1.c.\ .7•pl:.cQet►�ul<sf:f•� 1L:1.r� \.._...�.._{- . .�`. _..1:\:.F L . __._.:3._-...a.J�� . .�r=a._ _ �•x-.'. _ ,.._. �- a�`G..._ c1.r_-.�..... 4 J.SYKORA,GPBD LOT INFORMATION oo`' 1".20' 1 4-5-19 ONNER: JAMES AND LEZLIE MASSEY ADDRESS: 3156 ROCK RIDGE PARKAY , -. �,' z W PARCEL# 134323 ¢���' �',"; ����, 4 > p q- [I I. , iriwirr, il /..,\ \, '0/y'� ,' _ \_._._..„...., ��\ 4,,Ok\ 0- ,' \\ \ ''',, pNIVEYUYENYMNGE �6Q = `�` • APR 1'9 2019 F,=,,,,ANDz PER / / \ \,` V LOT SIZE : 1,641 SQ.FT. / i- % \\ \��420!mei n \,/ �� 4?S �+.�` I \ \\ CITY OF ANACORTES MAX BUILDING COVERAGE (35%) = 2,616 SQ.FT. i,zz ;' j%"/OEGK \ \�\��� LL ACTUAL BUILDING COVERAGE = 2 661 SQ.FT. �q23 'mob/ '"/ \ \�,' i 5FR HOUSE IMPERVIOUS: 3,162 SQ.FT. (ROOF AND DECK) 4zb, � s#* / \\\\' 2 sr,, — t2; \ ///\ \\\ 4 PATIO & STEPSIMPERVIOUS: 150SFT. \ \- � / >a\''' �'� LOT 13 \\ ,�s,, LOT 12 r / ` , !, 2 z ",Y*\ 7,647 SF // 7 F//.:I 7 H Q TOTAL IMPERVIOUS: 4,618 SQ.FT. 8,741 5F \ �RVEWAY / �.//N a z _,n IL 1 \ r+nuANEA W l7 0 \ \ / / / f/ ='lJ a /�y$• �? rZ [a to / GARAGE / (^ I— ` ti ~ �j FF HEIGHT:.1 0 / I v . It S`U \/ / 1 / p"� w W v O .^ Q ''8\S 426 �/ �J -- - ,le /: �� f:, o V.^/ R� \,,, ...\\,..... ` i�47 a �9 t Q V l Si Q \ /// O'/ O/ X m \ / yr/ \') \ --/• . ' 'It? ll c 1 \ „�' \� ', ga"e Z sag, 1 \ , / o a / lada. did \ ph f - j. tiss9 \\ '/ a§g tn T N P. I OWNER APPROVAL INITIAL: PAGE: N OF: • A DESIGNEi: EY. PLAN AREAS J. SYKORA, GPBD D RAF itP 5111: ' MAIN FLOOR 1 ,513 SaFT. SCALE UPPER FLOOR 536 SQ.FT. 1Ie" = 1' U.N.O. DATE TOTAL LIVING AREA: 2, 1215Q"FT. _ _ ! 4-5-1 q - i 5531-6" _ _ RETAINING WALL GARAGE 652 SQ.FT• t 9'O'o,ar - I ` 17'•2112'- - 5'_9 7.3 14'3,12'- A 6'•G` tt OPEN DECK 12q SQ.FT. f X•11?•�I'---9'-0" .�(} 9'-0' a'•11'- i • - A'-0' -- •11" - 1'4' 17.T 3'�Y-•--- 7'�d'�O' �tl'o'9' 3'd" 791/5- 1 f12-300b it ill +-11P I 1 W10-404G Ttr j Yi044030 1 SAW:}-3020 I1 N107-3020l-I WOb-3020 i�r _ — — - DECK 178 5 T 1 .� ... I � .,�.1�..1. �_ .�.. . 1 COVEREDQ.F 1 4 45C6 I 4Xb © 4 T.'. h. ®de' p •ir (3)..... , 711F Ia 0 COFFEE • Ell i —we' tl �' BALCONY 70 SQ.FT. -- ,o ®"(" re PANTRY _._4 I — ( i .� rti 4X •w ii - ,581s _ ' u-j_- _I ` 1 _ . -- 19.6 i PATIO i COVERED ENTRY 32 SQ.FT. W o - KITCHEN © - X 1- CLOSET — ' a `\ \.' 41 EO►T. A 4 5 _ _ Y311R' SRSO FT - __-_ — 233 50 FT I ` I /�/1' 'I ' ucwr r3aAa3 c,"ct 0DOOR It- v DINING- vicel b,* I + III \ \ d in `� 123 5Q FT in DW :-1., q'cFrWNG a I o1 �j� A ' vCEluNG i--- T,5` ` ( C ' ` !9 �' rI Ei ; l,r ?'xaa• \ m _ \ \ bs 1�1�`/ # - -.. .. _- - D g R co, 11 ,. ,c. M4eVl� 'i � - TV8 � 1.111 NiASTERBDRM ,.✓' , �' I ;,�` I MASTER1 199 SQ T \\\\ 11 ,, �� BATFt U III LIy �4XBlIORs 4 °- I �/ ° I ,� 118jQFT r' • acE1uNG ate u1 et y � APR i _Lk 8'4 1/7 / I i f a-0 tm-I-- 256e 1 tr°9 F PiPto; ) r eEN{WIVE I5 HPA.7ER � y 1 c- V / [ f 11.1 Jl -7.5IT 1 .. .—=b'd• -TOILET-a.g� - Ll(`,eN` Ina IA\ ' ç \ a. ` _ _ I - - — 2Y SO FT W1b-9040179040 - �tiEojQ ill � \ GONGkETE51DE1ULK �, YF�� • o'�- rd',I 5'-0" .�' 4'-0' 1 � � ti �j ® �}RTsow 41, ES . - 11737-11*---9d"`�5�-8•-C/' I) .�.. ! 1 o u (o \ OR.a \ "Ly cm( OF �' �! o� sinti Tor 1+T i " \\- t i- .-' ti II .� I ,., A e - � 13'-b• I GO"" O 0 HALL- a / LAUNDRY! �\ �,, f $ ir. / -,.,,A T CEILING cl"' so FT 4 CEILING v / 1.1123 S OFT Ws' \' - ,H\ "d 9 CEILING V COVERED DECK .�--G'-o 11r1 >r ° OeAO ( ;��� � 16 pi _Q lib 5Q FT ®xtogao '� 286b �w y ©l � �ptr� -� a s to � L^ PATIO Ch COMPOSITE DECKING M a'-1•-/P Pgbbb 1 5-?00.) j �� �� *- 1 II ENTRY 11117. � :s . 0006 e \` o, :... o, en SITITING w 10 1.0" p i 148 5Q FT 31 Q -T -' 4 ,: \ •coca An LL L tr ff I IL 73 3 �, ob0 Z FIRE RING 1 I O hi ri a T I -frdyr , O Z w ��.V' 'I �. -_ `_ -- r --• - --- ---- ! y CLOSET \ i 1•`t13-9106b , }v 11 2,476 ff x.T j S4 \ NA CEILING SMON l`-_ - LI ' ' COVERED ENTRY 3' '/ ` DECK 1 gem/WA ES HEALER 73P ? �r --WSWiB -4 Bcc 129 5Q FT ti _ 1 3]SO.FT. ` \ -ch COMPOSITE DECKING — -- • L 49 .16, — --- - • / Alb _ Y�, O +� m m N hL1aN ,— 1 Z lt1 r _Cr ©te on(7)t15.X55'SAgt 0811810U9 t, r f - GARAGE Q , • �- N V •1 UPFEK earroM FLAT eT070ttrr \ 6-52 so FT 1 ' Y ti Z N N M eAUHR5 NAY NANO ON TMS IViM j .1 is — 03 NUO,HUCC OABIMi.t* __ I I 11 Iy „� 'L it L u' m , �' - , 14 -0 !f TCEILtNG 0 13'-b 112" \ \ Z- t3 Ei p ovfikeTNRC Se• Q 4±] • 14 ` W l� W *CoOO m Q �!'1 tw*suaesA2 h �� \ \m L•4I/'J la'utuNG I —0' A.L. s • v ^,l'U In Lire R '�. j , s f Y Q W ti P GREAT ROOM �'- -3,-r--'� i \ \ �` iiiF/Lr� "' ti` S +r 292 SO FT ) I CZ I— iiF; v {� m MULLION pl- \ tP •OOORRO \ ( W 1 n '� O o OE(7)175-x35•LV'3 CO\ik000s > V n II in 1(1 F7TTOM 1'U-e TO TOPPU'E - 15-A v 4 $ � I � �t a• 16 O EAOeaS MAY N•A6 ON T A `--�' ! .((1 M N!5 M!?H TI �p r $ ® N:1L.mucoOR&MIAM. I �r1C.}��(-1,�1 S� MULLION � tl \�" • i i• t O �/ z S� •IM" O Mx-t.PF;RV 2 ° I Uaa O11.T5•r 35•Lns CATINvoUS bl<, \ \ `` \ \.•' 01 l� - UPPER ,". \�' O p . PO:TON PLATe TO TOP FLATS. S� t/\\� -� �— I ffffll R HNC. KS MAY HMO O\THIS W-M �t� \ • \ �O� \e to - 4 m HUC.IRICA OR 51Nr•Ac �� ill —W5W18 1 e Iso'UPPMR 4)e Isrurrns '? 7 1 CT S[ ‘L _ \ \ 9 • T f^i22-3Obb W239o0G _0— / iL W439010 II W47-301G J. \ liyf.�� t r-7 v2 T 3'-0 IMF s-0• ' 'f' 2 - - i: 1 S'-b99�' o'-� yr °` • ,11°°.°1#/-'. Iii C----- o �� b o, 1Z (� I li FS f al 340 3 i_ 6 tt Safi C1 i1*i•; p /VO / � t _ i ♦yetile a ' -1. ® El tl 90-'"` ��^•`- ,..t. �,Y.It Sice.ley� ` 8 iii • YtV1P 1P ti i, r. .- t:. . El 2 . 1f ;x ... ' b"1r '1 y. hI 1 ' }TaiS� ;>'�t'}I X Gt DINNER APPROVAL INITIAL: PAGE: OF: • PLAN N AREAS 5 J. SYKaORA,(nGPBD MAIN FLOOR 1,513 SQ.FT. --_ (ALr UPPER FLOOR 536 SQ.FT. vaa= r U.N.O. TOTAL LIVING AREA: 2,121 SQ.FT. 4-5-1Q GARAGE 652 SQ.FT. OPEN DECK 121 SQ.FT. COVERED DECK 118 SQ.FT. Q Z / 20'-6° / BALCONY 10 SQ.FT. 0 / —15'-11 1/2" 6'•6172— / COVERED ENTRY 32 SQ.FT. W 7X/ 9•319A 0" :8 +' 75' 7-0'—II—7.W 0 id 9N8`—/ QF5-21 1,499-2916 1,^440 281G W41.2tl16 W42-205D LINE OF FLOOR BELOW d 4XW� 1 D5'X4Y' - I in 8,0,• Gil a,ol' �O SNONYhR j ,f - -- 13'-21/2" / j 4 t6UUNIT P I f I%. 1.--;'r.-.. ';',.. It lqI lU 1', CY u- "e ,- BATH Crl ce Ind - 7BATH ,,,, Ill i'M 9'0ERINb a 1 0 ifli .4., 1 C BEDROOM l`\ 1* [_ %\ 18SQ=7 '� ?o.e3 i k1: ii; ,�,,,•/ \ 8 I 6, 2060 :IT „ \ SI- m H ❑2 e _ se, si z _ o }, axis- V, - - ,_ 2bbL• �- . �rc1 o C p CI / —5•.p- \ I) 4 a` - 9'-5"- -3'-9113 M Al 0 II Q FT -2 D' �;�J*I \` ` \ 7.O Crtn cil rn 1� ®L'OOR RO I'CEILING I \ ~ r- f 1 _ mW �r a_ b — Q� 1, t� AO' / ` Q 0 Q cn Li BALCONY ---- v ���jj "' \ \ z c:il v �� v, —i3'-21/7 G plal c.S \o 5 64 q w 5 l3SOrT a mlv N ?2 1 p '; \ U] a d m 3 l X is a ',, aX BEDROOM/BONUS c� o r — — \ En t'n a I0000..eo. 185 SO=T ®:;, y § \ �- I 1 m I \ L WATERPROOF DEGY. \ •i'GEI!iNb O 4- _ ____. ,f_____, \ \ Z 'ti l aT 4 5' DN —1 • J \ c., , ,,,,, \ y°T z tUc., 1� mcoaRxt r, ' j I LINE OF FLOOR BELOW \`` \ ^� I- � { IL N / \ W W +\ ua v © , o i 4 I-2-2"—4' N \ \ I--- CZ N SJ v Y\ W „ e 0 0 5) ry MULLION4 0- 5, o \ \ TX z 'n tin 0)I 15•X55'04.5 LON,INUOUS [s n n, 4 co-^ON RA�*O Top P•.A'BI in ®1fY ` l/.- fir, .I EAJI:CS NAY HANG O''l15,V1H �fiFFEG- ` +ry \ \ Cr ill ? ®'a•� V--HUL,POLO ON ON Lkti JI}} $ UPPEY - ` m 7 OPEN BELOW o Q " \ \ 288 SO FT �� ._ ; in - \ \ „0— O4X6 vPPee _ n O hat 1.bN \ \ tf1 f`, ®13r Lon 01,15X99-LY.9LOt.M.000 m C 1 UPP9Q BOTTOM AAre TO TOP P-.Are. - - _0, . \ \ §[; HeAOEC5 MAY u.555 O.cHh MTH 1 'L7� �j 13 MK.H-AGO OC S,M:AR 4X Q 91 `H ..„ (3,UPPER 11 �I ®UPFE., } G \ \ { IIII§ `' '� - - 1'zi % o � \ ` \ 1i� go V431.5050 W30-3050 a u I /� z s�� / 11'•11l2" 3'•0 x� 3'-0" / \ / ` II `3 0'-31/7' 0-7° \ / \ / / O V/ v / rt g EL. hi Q— PA DI OP 2i DINNER APPROVAL INITIAL: PAGE: OF: