Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLUA02-040 (2 of 5) LAWYERS Davis Wright rTremaine LLP MICROFILMED ANCHORAGE BELLEVUE LOS ANGELES NEW YORK PORTLAND SAN FRANCISCO SEATTLE SHANGHAI WASHINGTON, D.C. THOMAS A. GOELTZ 2600 CENTURY SQUARE TEL (206) 622-3150 DIRECT (206) 628-7662 1501 FOURTH AVENUE FAX (206) 628-7699 tomgoeltz@dwt.com SEATTLE, WA 98101-1688 www.dwt.com January 24, 2005 Fred J. Kaufman :Hearing Examiner City of Renton 1055 South Grady Way Renton, WA 98055 Re: Barbee Mill Preliminary Plat, LUA-02-040,EIS,PP, SA-H, SM Applicant comments submitted for the record Dear Mr. Kaufman: On behalf of the Cugini family, this letter is for the purpose of clarifying or objecting to several conditions set out in the staff report for the Barbee Mill Preliminary Plat. In addition, I enclose various exhibits that we would like entered into the Hearing Examiner record. 1. Page 5, #2 Revised "Mitigation Document" We would like to confirm that the "Mitigation Document" referred to in the staff report is the Revised Mitigation Document as approved by the Environmental Review Committee on January 20, 2005. Likewise, "Exhibit 16" should refer to the "Revised Mitigation Document," which I believe is dated January 10, 2005. 2. Page 13, (d) and Page 15, Condition #5 Street F Dedication We want to clarify staffs reference to dedicating "the north entrance to the project, labeled as Street F." We will dedicate the access street that runs north from the Barbee Mill site, which actually is that part of "Street A" located west of the railroad right-of-way on the Quendall Terminals property. This right-of-way will be dedicated to the City of Renton pursuant to the Easement and Covenant between the property owners (Exhibit H attached). SEA 1600453v1 26266-4 Seattle • Fred J. Kaufman January 24, 2005 Page 2 However, Barbee technically cannot dedicate "Street F" since Street F crosses the BNSF railroad right-of-way. The crossing will become a public crossing once established by the WUTC consistent with the Renton City Council's decision on July 19, 2004 to make the 2 railroad crossings public crossings (a copy of the Council's minutes are attached as Exhibit F). As part of that process, Barbee also will assign its rights associated with the deed reservation for one railroad crossing as identified in the deed recorded under number 266025 in King County dated June 9, 1903 (attached as Exhibit G). 3. Page 14, under Shoreline and Page 16, Condition #7 Buffer Compensation Staff's new Condition #7 would require compensation for the several lots where a full 50'buffer is not able to be provided. The legal, vested requirement is only 25' under the Renton code (RMC 4-3-090(L)(14). So the applicant has already volunteered to double the buffer to 50'. However, there are a few lots where there is somewhat less than 50' due physical constraints and the road system, but these few lots have well in excess of the code-required 25'. In fact, all the lots, including those few without the full 50' setback, will have the waterward 35'in native plant or grass species. So for those few lots without a full 50' setback, the lawns will be somewhat less than 15' deep. 4. Page 14, last paragraph under Shoreline and Page 16, #8 Limitation on number of paths to Lake Washington. Staffs new Condition #8 seeks to force neighboring homeowners to- have joint paths in their front yards to the shoreline. The applicant objects on both legal and pragmatic grounds. First, this is a new condition without any legal basis. It is not based on SEPA since it is not in the revised Mitigation Document approved by the Responsible Official (ERC). And there is no code provision allowing staff to impose access limitations in a homeowners' front yards. Second, any joint paths would force legal relationships and potential disputes. Condition #8 would mean that one neighbor has to use part of another neighbor's land to reach the shoreline by having reciprocal easements (or else a trespass). These multiple easements invite not only legal costs and issues, but also practical issues such as disputes over property damage and unfunded maintenance, excessive use, hours of use, unwanted intrusions and similar problems. We believe each waterfront lot owner should have the right to access the waterfront within their own property boundaries. 5. Page 15,#6 Vehicle Turnarounds. We request a clarification of Staffs condition#6 to read as follows: The applicant shall revise the plat to provide for the required Fire emergency turnarounds and/or cul-de-sacs or additional access SEA 1600453v 1 26266-4 Seattle Fred J. Kaufman ' January 24, 2005 Page 3 road or other satisfactory access alignment for at the end of the private access easement serving lots 43-48 and at the south end of Street C prior to recording the final plat. The satisfaction of this requirement is subject to review and approval of the Development Services Project Manager. There may be a number of engineering solutions satisfactory to the fire department and Development Services Manager. This additional language confirms the discretion in the Development Services Manager to find an appropriate engineering solution. In other words, there may be additional methods to achieve the fire access beyond a formal turnaround, cul-de- sac or additional access. 6. Summary of Compliance with Additional Site Plan Criteria. I have attached a summary; of how the Barbee Mill plat complies with the "Additional Site Plan Review Criteria" in RMC 4-9-200E. This summary is attached to this letter as Exhibit K. 7. Exhibits We would like to submit the following exhibits into the record: A Plat plan B Pedestrian plan C Aerial photo D Photo of the existing industrial site E Photo of the current osprey location F City Council resolution dated July 19, 2004 regarding its support of public railroad crossings G Copy of deed reservation dated June 9, 1903 under King County recording number 266025 regarding rights to cross the railroad tracks H Letter from property owners to the north and deed reservation for the road right-of-way on the property to the north I Permit No. 73972 regarding the current Barbee railroad crossing J Waiver of Submittal Requirements for Land Use Applications dated July 10, 2003 K Barbee Mill Plat Compliance with Additional Review Criteria for Site Plan Review Thank you in advance for',your consideration. SEA 1600453v1 26266-4 Seattle Fred J. Kaufman i u January 24, 2005 Page 4 Very truly yours, Davis Wright Tremaine LLP Thomas A. Goe Attachments cc: Susan Fiala, Renton Development Services Alex Cugini Robert Cugini Steven Wood Campbell Mathewson SEA 1600453v1 26266-4 Seattle - . E I A T MCBORLM B, MN! - I I MICROFILMED BARBEE MILL PRELIMINARY PLAT SITE DATA / / / / MIAs IM a=.xx ACI.S0 // OPEN SPACE TRAM me.wore Nix le n AMEN 1 A LEGEND / / /ri, .y R E 0 fiEN AREA- ' ' /:. I'>..:I P;�;�"��=E=�ITE�ro RAVE lI EER AREA_ 7 /` ; I"•..I BRAN3R µD 321:LA ITEI7 TO MR PE °RCS CIEuro OMEft`"""AWNaE0A4No01SGPSE NNERWS I /, / �"'*., ; ....../ , /... ��„' / '/ 2024.3002 j '� srReEr / /COR-2 ZONEram , . ''/ /( - 1 Fri '� /zz�E'J oW MIPW 1 'n iy r n'vy r�' ni��r __ __ _s r_- __ _.Kt°m NMI 'r°e..'elOnw � ��r ni,v,S/ / 1 / �u °�—r-;oy a a .'d x I e. ° a �: ba" 1 y ia'w.00' ",s6 °, K',�a, �: mrg,' /' .`� 11'J a _#I-NJI » f2 Lie1_Y Lar.l=.eJ LAC lxi _Y_ d' -a Jl�a '+LI1§. ` /, s,...m ml _ � � vey_ -- STREET A- G,m lT ,-'w_j__ __ -- < / /r .. -- --- ' ' , /// 'v /m +1,a�/>o;rA c\w :, �$ A .,,I,,,,,,-,,,,.,,,,,D i n w° zI lot' T'.r.. / i `C( / ,,, / /, a, I I L--- LH ,/ ! /B, I �� ,,i't ? k O y ! : • >, „ E I ®N, _-k--An / s I r r un ' , e\e- c 9 ai c . 'I1 e liB _ --- wac W q 1 Aej �� 4 u iP , 111 , __ a "\ xffic— ..° . ^ < ',F e ). , A•`.3:, h L ' . ' o / ' !fi..; .'\.>s = ' • ler 2- N __---- al `t----- /,4',A�r s""S:4 .'),:-..pe : ': 0 ' �' // �®v+ L4 rr == ;w: ,„ ,m:�om17_"� �4 '- ›�'g• / / ONSITE RESIDENTIAL ACCESS STREET wm z "'=______; ,,,�a \ ' STREET C NOT 10 s og cJ'ia ate. \ � STREET W ig 3, °,.zc`',°I:. • A . I ).' _ • LAKE a s "i::, {� ;�7 8,'';�.:: ,ip1 .a.. �� r /r WASHINGTON 4. {^ 1 v .. /• °O�.. „e ; / fir`' • 0 ,.QF La �`„ Cp, / AT SOWN _ ---` J I dp� „ / F��:�� sto[or slwtrc , •:3`' 1 `-�e. ' ""'N' TYPICAL ONSITE RESIDENTIAL ACCESS :,5;` a/ are,'-!!!..J.,•.1-, i'. 7;, Wsa. ^- / azixvrom5 " ,3' Via- // °"�T.r/ STREETS A, B and D NOT TO ..,�.. a ,w,.. � ,. �a9I%:� /� 9 A ti >9k \i" J.''` al OAB�+4 ,°f .:�ja'�'.t`r' /' >s�<o,.o>e E /AY CREEK i,`CGIt°d'tA6o.D4'\vs,9, aa ,y' 9 r:,,o2:7 ' ' ' d: / '' TERRACE ROM OP.11—e„,\\ i '' aa« sPANO DELTA ';Y \ /7 /,/ W•,¢ �a.n, ,` .ao9K e'z, \ / / // .xzw9< ' cAC. .m. MER ST.. „vsrw,c« ppER ,A> c.,, • • L-- b k r` ///.' MAY CREEK BUFFER RESTORATION ""•"` ..R.-.B..ZONE. »> �'. 9, •�• SECTION-B NOT TO SCALE • 0 I u,ueISM¢�n pro ^ ^ O' zs' so' too' Pir 131 m"n JANUARY 3, 2005 u EXHIBIT A { ' I M1CROFLMED E X H IB B ' I T I 1 ' � 6 • • 1 1 I I BARBEE MILL PEDESTRIAN CIRCULATION/OPEN SPACE PLAN (r--'j 23 .- • • x:° a m: ,r ,e v ,e Is 14 u m' ,x ,x I 24 . • t a. s a s z , • ' ' 25 —.. _ /Io _• STREET A _ q „® �,�, ,{y n • / xs x xs » a ez /" I n es /! i n. 10: off , t '..___ .a\-- -J4" Nikbilf '-' •i P" ilk, . .. - ,,„,..----req. \'''to/. - 1 . i 1 b ' ' ': " " LAKE caao 1W" 11I' \ `_ a e. WASHINGTON o . .`\ - .1 1,4/i,f,, ,.'",--- .,--,. \, �, f.� �� ONSITE RESIDENTIAL s , ACCESS STREET x 01 ,i SECTION-A "c'' z ---.. \ ,, p 41mk- 61 1 1 ).7 ----—- I I . „' / ‘)'7' 111 or' A , Gj - - — -- I t / II 41 ..� 42. r rvo .. : /17 0 `"' , TYPICAL ONSITE RESIDENTIAL ACCESS SECTION-B "°TO�"` \ //4 l/ ' / . . ,w7 A' . b az,ro R..wAcr • i a' 4 ra.s:a w,.c y� 011,4 3M11> „. A / MAY CREEK >K�... ♦ e^ .. , '%/ 4, r lin' : .....o1 s rwo DELTA �„y .ate a .. 1.08.11 AM ./1) ".7, MAY CREEK BUFFER RESTORATION SECTION C NOT TO scAI F al f.2 It "^°r MICRO IC©O I L M E�F JANUARY 3, 2005 EXHIBIT B iViiCROFILMED E X H C B I T . . C ..r.,...,,,., .‘IF „4,,,,4,, ,„,,:,,i ...:, ...-,,(1.,,,. ....„, , ,,„..littiair;:r ./.4., ...;...:. ,,...oy. .-, ,Az... .,..,,, f� r r m, Lil 11* ram' - ix + ' f'}' , g' \ ti • �` '! ' 4CC i 1.. ..' 11P4. - I '-I '' i It , 'fir . - . 7...'S ..%..:.--%.,......- . ,-:,,.... • / - _ f " , , _ : , ?. .: . -A r - . . - ' , . - •.•'go, .:- : ' T.-4 I): imk::: .1,, ' .:lit' j.- 1 ,.. - ft--_,.-tui .., 1 j i tk, rit, . '',,- .. ‘, 1,...*4e.4 V' --• :' ,,..• r • Er*-1 4 - DP 4 AMMO 4: 'f'14 * ' II. '. ._' —.44' :01!ft 0? ' ..,-"41.- ''I-64 4,1. .".ji: ._ '. .- : - iii-3-- : :i 4.1 1 .4,:i ri.- .• .,-',, r. ----- E_o` '0 . a ,,\ ' .' .- ' • - - - —to• .11 a.r,�. z!�!' • .kta'ylY,., r a �1A-d,, s fart • - E H T ,110 C FIOFILIViEL al 1-101 1 .. • • .. ' 1 1 �,� fir- ."" . `I Q. N.,. 10660fillir . ii • •........ NI 11.1\iiiiiIii.' WESCO -- , •: 1. k . . ..4.. ... • , ill ' .. LUMBER !bc .9HIPPI11iti PI `AI Ill Nfr r , .' ,.�.. • _ 4 • • •+-z �:w► 1 ity �� 1 I. V .dam .u.�ifi�4k i U'r E , %�•• ,r a• 'Y►V"-' - ° . ,' ••'', 1 EXHIBIT D 4 MICROFILMED E X IE 131A11108-011/:\ , - 1 -;. 111111 ' ,.. . . ' 11 .- •- . . ,- .. . -t< . _ ... 41.0 0. ' • 1- ' • f ,4 •",. ...1 - . ,.. ' i .- I s ' , tilIPP.1"...,....................„, .../d-P'"'"uia.l°"°.°P--441r4 . ,., .: '2°111116 , ...ipor:f., iii...i•IIIPIPPr .....- 4 ... .„,„,„..... . .. , , ,a,--, . w ,41 *111111" !A.' ,• - « ''. - 4. 11 d 4, ! • t .., .- .. ' ..-: .„, , 4.....0.0p..... «... 2 f ' SO ,,,, - , .. 416. -:. ..,..__. - to #1*---4- , 11- • ... .-,,J:-.. .b • * 1 do 'le L., i...../ .. ,I. _ 141111i 1141.11:4 ri \ * - _ ,• , . ,.. .. .. No. lit * . .4.,..........$46 . , ,,...„,,M. ' 41' 4* of 'iiiiiost ' •••..., o; et -411,g loo, .1. •-•.45,,,..,„..., • .,. E { H BF i T • Transportation (Aviation) Transportation(Aviation) Committee Chair Palmer presented a report Committee regarding access roads for Barbee Mill Preliminary Plat(LUA-02-040). The Public Works: Access Roads property owner for the proposed plat has requested approval from City with RR Crossings for Barbee Council, designating the two proposed railroad crossings providing access to Mill Plat,Public or Private the site as public crossings. These two at-grade crossings of the Burlington July 19,2004 Renton'City Council Minutes Page 240 Northern Railroad will provide access to a proposed residential subdivision between the railroad tracks and Lake Washington. At the suggestion of City staff, the applicant has requested that Council decide if these crossings should be publicly owned and maintained, or be developed as private crossings under the ownership and maintenance of the property owner or future homeowners' association. Following this decision and submittal of appropriate revised plans for the preliminary plat,a public hearing will be scheduled with the Hearing Examiner to continue with the approval process for the project. The Committee recommended approval of the request to designate the two railroad crossings to the Barbee Mill development site as public railroad crossings. The Committee recommended required that the public railroad crossings be improved with active traffic control, including signals and gates. These crossing improvements are to be fully funded by the project developer, and without City financial participation. The Committee further recommended that City staff work with the property owner to petition the Washington Utility and Transportation Committee for approval of the two public railroad crossings. The Committee supported the request to designate these railroad crossings as public crossings to ensure appropriate access to the public street system and public shoreline access points for the future development of the site. MOVED ' BY PALMER, SECONDED BY BRIERE, COUNCIL CONCUR IN THE COMMITTEE REPORT.* • Councilman Clawson expressed concerns about the liability associated with owning railroad crossings, and indicated his intent to vote no on the committee report. • Councilwoman Briere stated that the Committee felt it was important to have public railroad,crossings since the crossings would be connecting public properties- the public access to the lake and the public streets. She pointed out that active signals and gates would be installed at the crossings. Councilman Connan reported that Committee members discussed the liability issues, and decided that public ownership is a way to ensure the installation of active crossing gates. If the crossings were privately owned, active traffic control may not be installed. Additionally, he noted the importance of preserving public access to the lake. Councilman Law agreed that the installation of active traffic controls at the railroad crossings will make them much safer than many of the crossings the City already owns. Committee members discussed that it was the intent of the Committee to require active traffic control improvements at the railroad crossings. Councilman Clawson said since the Committee is requiring active traffic control,not just recommending it,he would concur in the Committee report. *MOTION CARRIED. RESOLUTIONS AND The following ordinance was presented for second and final reading and ORDINANCES adoption: MIC RL ED EXHIBIT F • ; 01 9 3 - _ • arRibril OHOM 1 *oross d preps oo rstg; 0.76 rto re or 1 outs ir'e o t the oreFent right of wby of the S I F:l t Line p R. No wits V F. Parka,/ ---- C L Parker --- So ' v' ;oo : i.)sa . June 3 t,y V R P xnd C L P her host, t :.f A R11130 N P d zc the c v' resat 3. Attwith seal . Deed Filed Tune 3,19, 3,10:55 a: . Vo 5S4 r �o v 2tiSp24 .i C rated �,;;c1P 5 ,19,1on.$200 George G Witter-Ayer urd :eagle Witt .r.ityer • his v.f of I.it inlet d, •;o," To f':- . th ern Pao f t nai Tway Company "'isoons&n oorp P p vlurd jLtd Iva' uzi to s p e s real prop in 1.: Co,w, t• ts— wit: A strip of l :,d . ft i:. widtpi. er and rot the F 10 *ores of the 30 Gores or 1. • NE s o1 the SW o sec 28 tp :: t3 NB 5 B '1i ad trip of (.:l.d h,ar g . or its bound', ies 2 tines that are parallel with Dui equidiat. from the 'entline .r the Seattle Belt Lie Ed 'road or tip _ ;vor Pro F.y Co <-s the Eu is boo : takedout and to' be 1 oonatruoued • • (Jai ao ad pr e►:s ^ont.B 1.33 a^ m or . 1 wit Geo G "'ittenmyer -- • - Bessie Wittenlayer -- - S of Jo o e ;.)ss . u:,e 5,19034 G G W a .d B W bef Jo J Beard N P in r;rtd fo he LirP, resat K : rkl&zd . Att w ithseal mem=mmaa Deed Filed June 16,19 3 ,10:56 up.. Vol T Mfg' 1 2 1602 5 gated June 9,19n3 'ion.$47.95 Clarissa D ;olcnin a widow o f n, To Nor th er:; ra: .f i: railway Company a iris oorp C P p aou u:v � . t3 w•n r, ,] r t. Lo s p the 47 rea prop,rc'p in y n, R, to- it: r1 strip of .1;aid lUOtt i n width i n o v and ao lots 4r="anr� �[ 5 sec 29 tp 24 R ti B WM :;r; d •.ot 1 of sec 32 tp 24 `i R 0 - 5 lt: WM hav;; for iteouudr►ries :: li:ies '.hat -e ; ar with art! equi dt diet rrom the :eut liti' oz' th,.: Seattle 1,elt Tine rr of the `Tor Pao Ry Co :... t r.e 3L is lA:; stak'd out /Atte to `te ri^ nv ant' t� sd Ear es c: •x z.tt: 6.5 t) ct: or 1? f p reserves one uz7der oat tle L,..:;s it .>t obi 953 a..0 one private road c m:; ;,r, 2 :1 is `t:triAsii r :oln fir: -- S of W Jo or (.ia6) .,s . 9, t,y T C L of t T Tit rtler N P in W re.. .t :>. Att w i thsee.l. MICE FILMED EXHIBIT G 1- -- • .• ••• s ••• .." • . .. ._. , -. . ... • -• • ' ' • .... .. .• • .• . . • . . • ...• ' .• • • '. IN• . ... • - ; • ' -i • , . . -. . s... _ .. , '- • •. . , ; • r II . . ...... . , „. ,, . . • .•. . • r ' '' •1' . . • •• - •. . . . . , • t . . ".. , . • • . 4 s.4..••,t."••• ' : •%VI'''.'••••••tAt.••••!II...044'130`4..4%400 ii.‘t/itific•• •• •••••••-'•• • • I .. . . .11:-:•• •.•••••••.• ••••.%••::.-...i••••.,...}.•.1.411•4•••...44...11.4,..•:.f.c....t.:117.trt=2•••".•• '.": .::••••••• •.tuti..1••.7...!•••••11.14'4'0'.:4•17•Virtjtja"111"t• ":11. .4.••"• ' Ig‘tiit'''''.1•••:!••• •••:•-'t;l'• '' J.i•,'.i:.:. : .7.7. •••••a•••=0•••• • . •• .. • t...,..v..•...• 7,,,...,• !.,...t ,:,.;,i•41,4•X„.41,...i:•:.:•t t...4 AL,.t .01.•1;. . . . ., ., ,.. ,...‘ . *. , ,••' ,•.'••I 4.y.all a'''' i• -I'i,.0.), nf'•••••••••• --• • iiti*:'. ,‘ .. , ‘. ...••• •..•11 ..••1 i. 1 I'....ki t s;NI,.!..1.1:.1 t y••••00;.:17,;,!.....4...4. t• - 11,444.....tiolgotwA,4444,•,. ,,s4ii •,,• r - ,,,;(6 ' r•ti'*...:,;' a,..• u. ., „-..... .„ . .....Iv,4. ... •,••••••••!!••••,••••••1111.9 %.•:•••&•:•...4.0‘1140, • ,t..I.•74141414..;"-•414•W• •'.• ..''..:41,11••• •I, 1 . .. $ • • - . • • . . ').;P$rt.,.., ..• ..-•.,:4•...,0. .1.0...".., • ,.•-. ..,_.„ . 4r,.. A. ---• •• -..!.. •• . ... ...... ... ., 4,I ' •-• ' le.6)14410•1 i •••L9- ••••• ..........,. .. .7. .4 0. -' -•I' .•• •."•,•1 • fe 11...., 4:0"!le(17,4,...rsvii v1.1041 JAV 14.40I^III" •Al.., ; . ' 't,`,1_, 'Y'„, ,IrK, ' . ...*-. -0.. •. , ,. i• . .• .......1., ,:,!fl...!.!,,l..•„3,„0-0..4,...e, 4 ...k i.„; ..,A, 41.:.,..4. .... ''. •,„•'' .,„ .4, 1"/V:..;... ‘a. ' ". •'.IV II - , • :, • . ' •Q.•:,i ''.1 'I 16 , '4“,••• Is. &be 41.ao."4' ''. • . •'' • L. $•".. i, , ' .../ . ir • • • •.• • • ....I....7%$ 7••••t :74.4 ;•,,t••.4. - fit -- ...1 , ••• ;...., ••••• . A,• A It . .. ... . ..• . •• . .• '. .. .-ii ,..,-4441.,.4.0. . f .-f. IQ 1 42..,•t'..,,,,L,',..tztle.l.E.0.4,94fli• ', • • .7r .. .-••••: -....: • •,,,,,%..g ilk t'•t;4.Ito"kt•-,:t 4-We-A.; • • • 4:: ••- -• .'"'"' •t .'" • *..6 II•.1 O. '.'•r. •-• .." %••-i •. .* - j.4 i t.t.r 1.7-1,"-----r. • j'I''•••• It.L.11:,1":21n4 • %,.....-...• -i .t '..116.••7•.•'It 1.,.::,• ....41 .•...VI's.*.A. 'p 1i1••••`•••• •••,•••••• •.,'1•i••• '• • .. • ••• ,••r -.; • •• r ----- Ir. _ •,-1......., .•. ....1...•,-...;,F,I....-1..:,... ..I.-..--,opettse.7.. ,-•)•. ,•:',.lik t.'„,•:I"*."-4 ' '74'..iry...41 • ' - • '..'• , • • .1Z. •' • 6...ii.•. •• i •1.•••• ••••••••••../t 4/44/.. •,./•• •...41;b:„.,..177.:4.2:_t•...Vi•:.. 1.••••0;.:,.. 1•%•11. .....„....... • •• . ..,. • • ..•• '.••••••• •••••.7' .•I or• *At..47 ` •'..•••i4•1,..elli$1, .•••...••.f'.•••'rt •.•t:?°••••l'•4..X •'Mk• All" Pli . .. ....,. ... • . • ..•.....6.....t.u.-, • •]•......2.1.."....... I . ...f...4.::!-. ...7•04.,••••• .07....E.ef......10',.t..:-••....1.11...-•.7.t:••••.t..*•:...;••‘.'••.$.4. '`.. ' .1717•47,Vttfr.7.. 0. 3•4:,i1 11.4.r.4 • 1, . .. .i . •* ;• t N..., ... "1-: -). )`"4....4.71' V`....s. '"•••‘;'''44i1•:?..: 4Fa'••••"• ..14` , • ,,; . • •' • • . -• •L i•-- • - --• :.• • •--..•• .• .",• .; s. ....•41-‘7.!.",. ..o.••-:,:r.•••"••*4.(f041,4"...P •••••.}......*-4•••(..if:• - i.,4 • ‘ , ."-• ;oly !•,--••• - P .. ... . .. .... .. . .• ., •-.4..4 • . . -.1.•t.-.• .• • ••..• 1.‘.•-:•tr- • v•, til.• 7"••••-' "7. •'• '" •••t.;.. z. ?•••••••• ?•.•••7•••••;4-1.•,•*-:".1.:,,Itil••• •; , r!:`..?•14"••.!--•'44iii•-4 M.... 'iz,It.,„.‘' .4.•-` i! •••.- g.*-•• ...•' • • • • ..• •'• ••• •••••• ••••••%.' ....+. ./..••deret•.r;T:•••••'"t•••'••_,,f••,:r....7._ _,•••••$/ . •••••; o :,,. • ....• ••'''. .• •••• ••'•••••••••• . I .Z... .:•.• •,. • ..' 't • • •-••. ., ••.•ft••Iir:Z.:.1.1 ...,:6..41...•••4:,.../fle• 11.,AV. ,i.....1.•217,0./...yr,••• •G41Arvi. ' • ..ed•*Ai.1-) ••-...i •.fiks:•.•‘.. .,74•••• 4,...‘•. '.4' • 't • . Ar4,, C .. •....... - '" --.1.' •t Ir. ''i• - ' • •' ••' •••474..•4•11.••••••••••nr--Zty4••.,•i: `• . .•••' :;:.‘••.•e.;•.1;..;.7,;?;*.:0'14.4.1.ilk":".1• 1.•:••yr."...% •7••••*,..(„x: / -sire. . • . . - . •• •411.,4 .C. 1 1,4 .__........ ... • .. "" 4'.,/ V I I ,-.. ... . •it .,.,r - El ...-...-ty.-7,-, .... .. /4%.1...- - -- • - . .-...._,. ...•.I•11-.. .t.., •.4.1A:r„...,./...74-4e)....4.4 41,-;., .‘„4„1,, )_ • V I.imp f•-••••••• •,• . •," .....1 •e • ..•_--,. _ ....., _,-•._•_,0.2... •,... •_./0, ..• is•Ao•• ...--ar.,•.,./ ••••• •••••••• e. ".or / 4. ...••• •'• " •' 4.•V.' V‘r•&'44./ar'0'0.'4 Alre d 0 Wilijottge . ',, • ' ' /2Pfg rfP,1)471.V 41 61 • . .i...... . *es a .. J • i s 4‘44/1-'t 9".."^4V ..i. --. -- . ,j, if • 1 • ••:.1•-•°•••-•• -•••••.•.!. 4-,•••••.*4•11b..• •11,,r,la...:.M.41/444 • ••.0",'W/t"'"'iti".1.41".•All rlottiCeir1420f4941. P•;/7 '-- i 0 A •- •7P)P• ••••YRPF7,- i itni in 4,7%., -• .- ------ -"r" -: •.. •... ...... 4.7••••h• ••• ••N ••••• 4... • 4,••• •• •04 . ' . , •• ••••••• 4 r.'t I 4•.' 4. 7 • 1.••i•Ailr40••••• ••• ' •‘•li 'Sstr•thoy -14 - 44-‘' ''•.'••••• ••"..- • ;77) :T. •ji r•r1 ..... . - •.., .- • .0.,.,..la- • •A. - ...,-,t...,r,,,,,,",,,,Igi ,,,,.... .1.•-ina. „owniVi...,e....I....A-, • ; ..,.,•„.4.......„,,,,.....n.i.....,4i.4,:r....p. tie....,,:•547rf:...;‘,..r.1.1.1.x.•-•.,40f.et..1.,. 410,7' L er.etelpii42, 47., Nyx... ••••••isi.......; r.,,,.. 4viive...714.;.. , . I. • i , . .•••ts..1 •0;4-...(6.- e*-1-'*.A... .. e- . •44.4 . 1' .." _ . '; ;: I • t:I •-' -.ot, -4:1.'•; ''....'.71.kl••••'4:!..".4.tat.••At.•41-4C•Y‘' .• .'-' ..;•••••••i .. '"1"1••7•..•• • ..•t....S••••77•44..0.•-..1,7•V•,•{4/41 44Ve.#1:: ' ' "kr.1•13..f..L.47 ft• •IP.'• .P.7441V-4:1P 744-7;7147gi - . - . i 1 . -:.:„;.7... "..L..::., .___,.gr .-4.rett---ser.... • "e4t-,..".5‘1" .4,- • .•WV,Klu,- Ar 1 h •Tki., ,,,......../.,.......••...m......IN••••••••.••••42•:•••••70.7741,....,•••••.2. .,...,•"•‘.•-•••;•••• I. • '•••• %I / 1. i - - • 7• I .•••• ..., ., ...;::,..::•;;;;t4;:...........,._,_.".......4.•.. i,,, .,......=:„."..,:• •••20 P. 447..41,./ , s!,•• - 77;r0--”ji.tyr• 0 .dtir,P-,4...... t i:::',.- f . ----- . f - fr i ••••:"- ' .: 1 ,:- .---.1-..„. .••,• -; r.:._. 4.---,--.. :••.,.. ...;.•54,174cir..4...-:=••-s._3. . , 1 .,.. , : :: . • •• • • •-..-•••:.•--:•-•. --....-a•-•-:••••••4:..z.:-.4417:-....:"-r. •-;"1:-.• ;••••;;04.,-.i.; • , ,.:, _....- •- . •:: ,;.1.- ••• • • r.•• .44,•:: - ,.• . •:•••.4„.•,1••.:...;••••••:•1•• • - .r...,:tiz-J.2-,..„;:_/47,127-7y/11-961.43-iv_i•b', ,,;*, ; • •.--. • • -. : :.....: • ••••.-...•-!...•.*:• •--1-..-:_:::••:-:t.%;-.:,,,,,..-6.4,4•0•Att••... t. _ • .2........„......... , ... ---......•.. . ... It •••-;-,•• ••••--3••••••••-•a• •••t•wo••••141•**V 4orte...1:11'-. -"T'y • 11 I • -.- I • •-1••• •.• •.4.-• • ,,,.r. .• .--••. -•'.•a.•:-'''" .1. ',/•0 7.,, .• r • • . • ./1 / ' I i!•••:-....'1.•'•:•••••• _....#4. ..• ;.••••40,. .• .'•- .......t.V.,•40..••••.....4.....7„. ..,,,,,..•,e •• ... 49 •-it)..:(4,71,17/. .74: I i ••fr.•reillit•••'..• '"• ' •-•- -:,•.:•_--'7;•T•47.11tr:::"'. -,"*At?,Z• 4r I..'• . • . • ../ i ' • •• _ 1 .- . . . .• • 0,....4. va.,,...•;.4.j.t..4.....4-.......a.-4.4341e.e. •..,... ...Vilc,••,.'•:.• ..e ••"?...,"'Ard'„,';',...1(•01,141.'3,..6-4,4.. ..G„,..,,,,,"..g,,,,emsice.""Tp,fifr.,tv,' ..."-' '.'//Jr;wit Va.),"".'.t/ .;4)j'.I ; .'il• e • ••• • • ' i. •••t• •'•:•••••U:•••••:.4.•••••-.710,;t''!•; .itiii,••14.,••••:...4:1".'1.4trt%. - - -4 • , / al , •t•Irt • -. ,.-;• ;4,4 •4:•4•Tigt:-*:•••••%*•`....47.1X•iiiit - •9'.ii;:-/4,•ii. • _ ,. ... •••••,r....e..4F :0•.1.-.4-.J.,..'46(..14,,„, c ,.4f, s,. • yir Ail-I' ,'la).•4.o. 2/i/)1)p 4 4!1.! .,;;: • L ...,..?:. AI .:.-"!'.•'t.14.«.i'me,:t Irti:•••,44 4.4744.•••11I9 ... • IF •411•WAV.4%.• 1 :::::..••••:,..s......,!'•• •s 11.00;,..r.......7.."1.4.r.-...•;,......;:Lk..14;a.„...7„..t 4,*i.:...• . " .•.4.A•4,••"• 1'.-... ... 1 Ai•..}..*(5•*.•`_ff/ 4:1 '4.f•; e...4Z t. 4)(;),/ /Pg'449i/2)1' ) .12-71 it 1 ' • • ".........rm.... ....4, •At•fxrcret..Srol,„(A‘4,-,- . ' /(// i I i J/ • . --...---.4. .-••:. . -4S%t:.. '.• .---." ‘.4;-.. L'' '''' / • .- . v • .....) -. i.: • . ..;I-14 1- - in ... ••. - .- • s: :'.•.,t•••••".:'• (....4.-.41•%_, •I'• ft,...... 4..11 . 7 .i I -.ir 7'?r-. •". na....•.....-k r.4.;iv..•.14.t•tr.41.:'.!:...W trait ...; .7'.; 4:rt.„4, • . I . • . . I .......•: iLe.C.471.• ItIVZ•t•-••:,:',17"..Tairl".. •• ' . ivf,,It _. V'ibl,)-20 - '' °11/ 1 /11 ipiy, ' ___ i . .. . .,......,.! ..,..( .... -.......,...tix .- •• •• 4ki .1..•• •p, • ,•• • (-- . . f '(„ I • tat:";_l!!!;*:...1-'''.:.'s 1:.:.;,'..1••';.•.tiiSpe&ti;.-.•1...;•.,;44... ,P‘'.7- •••11.1w*, '•.• .-,•....-- (7 1 • . .••• .'..., _V .al .. ..,, . ..1 4 ......_ • tF'i's.....;•*•‘..A -•. . "'Y.!%.0"1.-$.:•4"iii*AA.1 • ealirrr" • :. •a.••.1..' . i. - ....._••• ... . • 4'. •t ••4••.44.0,•••••., •..:'.1' A• 1 e. eh....z.•f - ..... .X.,.. . ..,.-:.•,". •e.........10% ... e .. F.'.....,.i i•••-•414.,.1. ..I .• -••,(6•4446.•44.14._.•,V,.!i.11_m.,..,Lrat* ski I :•,• .. . .r...s....•!•.:%:.•.,•,. .•*:,/X.%is,••..'-• .:.:417.11.t . .'•••-, - .•••*..ek ..."--,.At. ...In".'-le•a.... -••••••(0.•71',••..,.4..; itl.. Ay ,, .-0,..A a ,I .„.„...,(M!‘4.444,46$2 by /71Pel 1-v)• .1 ;j.r: a j.' I 1 7 ,- 1_ •••••-u..a.1•44771-1..- F•rtc7.4.:44.,rttir...;.•7•4_,L_____:•,4:••:tn:Lit•Isri••I ,-'1'•:-;e0.,...b.4 itfillrov.:.4.1 ,-,., - • . i'Li ! i _ •• r----i•.:-,;;••,•;---/ZZ.V 1•••,'.:-..:',.7-:-1:44:4.:12:, .:TII'' - g-..Ca=tte,'Prr" -,.•••• 7-.."-----• •---•----- •-•• , • .41 •1•!.1.• l'•:14;ie.':..."::e..•::,.••••?-'•-•*ii4••,.1....,,,,"43.tfAc.t....•4*; i iWt'IV45-44-'-'...'."rilP,,.2,11.• 3:,•iff.i!'.2.i.' • ,..., 4 . .. _. . .•..• ,.........„.„...:......•.•.,... ...... c,..,„,,,„,... • „ 7...„,..„.„ • . •. . • ... . . .•;. .•... ... ........,.,,.,„.,•,. ...,„„........„,...x ...,, .... . , ••••••.,...or.-x...-•-b,..;,g •-•,,s2f. . ••••••.- --i- ---:.:-•• ..7.4-1.4:.1... .7'. :- -•.•.•A•••7.;:, - 4m,mr ..!,4"tii,ple',.10Adtriy,,:a=•• ,404.,14.1., - •.. ..,•;,,, .. • ;itv. -cr-t-.. 7,...„.• ,..-.4.-Alt;NI. ••0 ...earrAprOil .-1,•4•_ii?!.• -•- •10412_ r..,. • , . ,.;.. -- -• • -'-*_____. _::-: •: ••••• ":t•.-11..,4". .t.../..• 7•••••••• ••.witt:1 ,.ef?....14:0=•••=fiitie-0.1.1•4;s1V.• "0..- y ''''.''''' - -.. a • . ••• ......-.7.------- --..... -_ .., !Ir.:::,,.... .7•-•`,p,•,.......•••••••a....... .Vig...1. 11V.7.. ,,,Xig• ...r. fall irravivit* , t.., „..... .:, -::.,:•y:• ,,,,,• ....At•..•r•i....„,,40.„. „:74.....1„i...rz,.. . ,,,_•• .„ . .. •-.-10., •• at , , . 'itc.. • - . „47...:%4_...-nt../..•;.:‘...i::;4_71144.404741.75r.• 1140•1/4. • ''"2$/ `. . .• ' .°A.1*. '... - - • ': . • . ' ..,.,. 1•!...-.. • .4."..11.4'.74;r.?...:$#//1.;•2:1%.•P•OXO.' '',•Str-toffigt fit I Y ArAlk" • '-a, -, . . . lid 97,7-P171/7141111171----r2--- -• .,.....,..•. , „ --,, • •-.• . - ir....-- .4- ....A... ..,,,A.41,1,eire 1 '7 '4 4..7:.._. .,.' . •..7i. ...• ,/.'..-. -•-...:of.",... !..,Fis- •• • -• / / lull. *„• *•••••r--••••••• p , . 1•.•:, .•••••••: $0,:_tifi,„1,:•$. :=•jr&V".A .-.7.--.799,„. (7, ' /11/41-1in-17,7)/1 k2Y.,111•i fii7- ., .:..,..i., , . ...14.,..-2.„..„--w•-;":;_:4 ext_av ---A,A..74."-.A' '••• *..• ,• --.4.. ' . .,•.. ' .-1.A.;i.:.. .07.-4.t: • %...... .-. . .1 It.' -7 `1 4 4..1.3 33 .,....... df: .........;,,.....„...-;.-..-. _ ____ __ . •. • . i., .. s... .. .- .,.... 4,,,:. .. .. ••• r-.1 . y J--; •.., ---:,,•,. ....,...„...,.„,„,...,,,; x-. - . . \ 41. 4111E73c:..:4,:•'?..4.4.1,--,&_. • • 4:•" • - ' . .1. ,.-ri .,.„....,- . ,- ,......... ... ._, -. ,, . . I 0 i :1• .Y'n 1:::7-0 #...I.•a 4 3 4.•1V.1.:44 ai' . ..- P"1:- J•I'•• s -:-•- 7 .•;.." ::?.."•.- .'le,'-'-,.".'.....•- •••.•:'.. - '. . 71 ••••ie.,.*au.%•,:,;••••••..s....,,...• • •.4, ,...-.1.044.- ,,,,.• P. •r? .,,,'--•.... -1P-77.7.-. ____71...r. ::::11F4.".41:-:::"...:40,=7:4..,40r -•.44A....,:,.... • . , ..!..._. ...,,,...,.., .. ,, 'P. .:" -41%;••- •' ''' ''''kr.e...4‘" 1r--...4, ......r.'2'....,'' '......-.22•1'71,1'..4•L' 7-.241- • -:•:'4.".-41".-, • ....„... ...._.t.,....„ . ......f,-..!..,,tvi,:es...w.',:A ___.-,' ,:f4- -,morlit4tor• / - liC‘7-1-1 --., a . • .. • 71 ., . - .....„ /I . , . ,,. .).-• - . " ' 1 •• .. •-) . -4 , .. _••••••*............... ... • --• _•• ..r:--...• . r'llikEihr....-•• . rietr mflY ' '' ''': r ' .; '' iry .., .....1 :--. ...;" er:-.4.. .itte:y4=-=1....1!t_".-r J tilt)'Zit t4 . "- .;,;.-l"-r- -.- . .....,„...,L,,,k, • rt7714 /714.772w. rn .o.:021 • .. - •• •• '' ,. 'illi„ , /I/ I I:: " -"Ir. . "14.14$‘•'.4417.77/eriZil '' •••••1 ilr'f1=7•:,/•:• . 0,-. -7,17nir2ri ,./32,t- -4./ .•„. --i ' - - . - v,_ . ,... _ ,. . -- --- •'.,'1 .-4,r3-;_, • --, / .. -7- ..7 r _ _ ., ., f ,..., -' . . -4••• •,'r2-I• • ', ?-)7/ 7,r'71FT.r. /27")"7.:"a rt-vi 1411110-yfri-7.17.1,1„. , a ;a... •if ',,C-.• J.• .....'.VS1 A att.V;:,=4%;•!-•.• _____/: • -' .-ie, P.-Aim-,0,1-:,.....;.-... ;'. . -1 . .:',.1 i •--•!Je eta...9....rq Pa-r7 . - Pm7?'7777-P74 -"',;it.filT'er-7212-);t1;'/1-' 1,2) )//2,1;,...pi:7 - , ,....• •,_ -..,.... ......, ,......,,..,.:, ... . . . --7 i/-1:....,-;• -y,,,, - •..... -,...,i,... . , .f. ., '4 0 :,,.:•, .‘ A --. • / • •••••••-•-*ma-,,,•...--- •••••••••••••••• _ • —-- . • • , . • • ...a ... . . .. .'• •:: •• ..• ..::.. .• • . , .-- .-. a -. . ; ...-.. • . ... -.•. ••.* • . .. -::• ..,.. '!: • ' ..'4.:•.:6...ia,';',.4.1:..• '•• .: • . .;i• ' •.- . - • . • ••,. . • 2 - ''.%•.. -•,•?.•••:.•.: .f•• . .. . • • t ,. • •• . t , ., • • . .. • • • . 6.,.1,• ,,714r•i•s•r.. • *-11,•••••tv,4%.4 — • '4 "• i, i ..... . . , Yof,--vr 17teih-miii..4,14 " iti' lt I e. ., . - • ......:: ,- IA.••(14%•.,..,:'.=.,.., '""i-!.'.n.- ...• -- I 4:14.1% Ti ' ..ry-'''......- ,11404944 ".4)'.;4,WII,tl,dn, 'V' .)/,,. : 1,,-zZ-..t• . I.-fi's;%.`.:•:.'.3.1"11...44`.,*.%0. ,..._.. ,!,.. ......,,, .... . .. ...• , .. / -A , • -e • .41,:%-•:•-• • 74• _ .;.•irt:4 r••v ,r•-1.4 s% •• . frrOv )-4-'-""nii#41PPPI.L71' .k 7..; '..•.4.4.6111,01.,It .1 .., tv ,.....);.1 , I.• -•::*.xt.'k48.(41.14 4.t.,•,e ,e/. :,.. ...,.. .. • • . ,, , /I ./ . • • • •-•'••:17241_40.1 ,,.) '''•''."....,..„a..-'....... b iv 01;y72).- -,mefttriX)A.tyi Ifixi-?/ lb i - w• - /,,-.•(, • ,,s•• • •, .. •.. ..!rA•iii........,..1....v.. ...(7, ..-z.:.`irs•• •. ' ...hog.:'' x;.:..aimrt.4>./-,s • 41, .' ,. . , ,t " • 1••• - • •-i../.. -• -- ,• i ,• • ....,•„•,.• •. ,, ..., ..4. ,;•• '.% a'. • l'.• '0.1,,.... *it'...': ' •:! . - . J • Ai4 7 .•4.t:ek:111.4 47W• . -. • •- • ,. . ' . ... '..$•441:::Ile le„ ...'t% .?:2•94ritril 74P4TY:1/>,/7 721ti ,?d"r•4141 J A41//, - 't•i•;-'/4 N.) , ,1 -...4z,i.:2i.1,z.......zit.A. ... •., ,•,- ,...... r.t• •'•;, -„;,...,4.;...1.:..t...N4•4 ••••vitigly VA,..f.';1•4- Z , • ;kg k.0..k.s.s4.&...t."...•-,‘,,.4%, .a.. •.. 7-eof. . ,,,..„-4,727,6!;;-- .40epre,e0 ,!..07,,,,fili y41..:., 7,.0;,1);• I 41.1,6 . . 4 4....4 , .-.0 1....t...11%,‘ '.."1-•'. ty.•.i.-...;: it. •.2'14 ‘01' . --4 •.'• -- ' ' - . ..............4,14'‘14:-..••••••••• ....itt L.r........11,.. . . . .... _ it..**4: 0..t .c...•.• 4044.• • ' • iir,41,147,Y4-1/0,-4 )os A• • 4- .. .; r77°PrrfrP1774/ ill'f,11 im4ilee,., , • .., •,ftz.,---:iir,t44;,..ftfines.,rfie.A.,34,......*,/:13 r., ..:. .s. ,1-if .. • r / , y-yo e9 1) -,1,1 1' 77t;'•,.;;/):t: •." • --- . 1%:..4.,.......2.11,03 ...., .243IF 'TT! .• :-.:* 417. 7 1..• 1 fr I ,, • • • *t• • . - - essit...„ • ‘ . 6,442:7 kii-,....-iwxy7.--720.4•9--,.)y•-,-. ,• :, .,•„, alL • •-'190 y4//42,(.41,4:.rw.i - - '1., .. . ..- ' •:.--t-:,.,;;IF-r-p. :::, i.t.•• ••,..cyo..., r7 i • .' -, ..) 1-0,7-ryx:),/,,,-- h'inf.1i.•;• ' : ,. .. 4144491,0701011:14- ' .:Atyer.r.. .-.. . . ....•.. 6Piz_.. (fr'i/ / j; /•I ••• 3, • •,‘• . ,.....t „,,„.,........N...,‘ ,..j. .4. 116 ...... i.s.,;..... .."*,...•.-r.1.;4... .0y.i..Yis1o.‘;,‘:••7..-1.•3 9•7.1. .r.• ii#Vmp iti..3 (4 A5 /...i., • • %./•"'. . - t...••$. Xtp,'-4- -•:.-* •-r • - • .. - W . • . :- 1......"".ft • ) tiorzi* .,...,_... -, f /t e).-Pu-Ple-- .1r, );- • f•.,•,.. ;.;., • /. ‘ ,, -....... • .11, • -• ,.....4. ••• . ••••.....6. ..' ' salh....414'14. .Vs.;.. ' .4 ..k..,. • r'511w,••' /:Ar,-41,1".ypZ;7-'74,7"./77 Jill).%11i-i." '• • ;• • - I ...,-.. , ..s, - ' / / , / •-..• 1 ,i,,,, ,,..iij s.oi.i. 4 ".;*.p.:.,•• WAeri. ' —..-legV•1404`tt -*-A'..;: . i , . . - ,..44,... ..•'.4..:it7 •• ' -,1'. -F.1=2.1• 07 J.VV:TY.Z....7.7"7"-..??1,hWi V /?A 1 ip•di I.1,1'• .. •//' -•/,.„ •, —t .4...- ••64••••,,, o:44;4.. 4 i:••"f1-4,_ •• ;`- -..CT-t..'VIRITAI,. ..tt ..7"' .-•i••• , / . • '.• ' . ...4.-•:%v ••. ,7vnw 7 /,, , . •,X ninriptir:46+61(ANii# ;f1/. •• . e ..' . .".•• # ' , • -1Invi2?.z ./7!,..v„ i . ,... . -,..:-. ...1..P.-.7. • .. 0:;..../70 . .4:1„ •.. ''' ....."... .. - r .':1 .,1-i"4'444-1-'.....-i..7.4.•:,:**-.I. - .:',ArriT , ';,?.••-• :01 , -_ (....). . 4•811./.a/04/4.417,' ,...t/rfAr31&71240,04W772r6/r21,);riff-,;)).,','` i. . .•.•,.: .,•',., -• •, • Av.,. ,rj,r ..e.„ .."'.... •,., . - „.0, ght,...,§.•• . --of .,....:i . / u , "...• 7 .••• ' 'r•M '.:•Oar:V-a • . ,:-..ya 4:;"?'"e-r-'71 v • ---- •ordee„,.,c 44.04-• ' .- 77,111P-ps,•12-727 Mil/ v ,1)2',41 4'- ''r.•• •• •- . , .•.!T;.d.e." ____.......-"1.1r4". • "". ••• " , - . : .....e••r--- • /.. . , —7 ' '• - • L, • _.‘,.., ..--..„..... .-. :........ 4,..., =It, ..„...c... .._.:, ..........__ _.o._4, ,*.r... k•-•••• l•-•:.:f._ / ... /1 ,..../' 71 ... ,„..._,,,... -•••, .,__.............,.7.4.•,-...,.........:_..,...t../2?•-(57--- z,"27- i , /7,/...e...,,, ' ' - ---. •••••r-••• • ot.:.-?.:4:r .:67.:„.. / / •. i,'• . : '-1..t. •,,.. , r- .4 A.. - ..........,,.,,,,, .....:.. .,. .. ‘....""/"1-1-------- -Tr -- - ,/,/,pber.• /,,./,...,, .‘, , ,,/,.,, ...IS, &I.e.t:..-.i„.NP %-a.t • • , , ' t. ' i •. ., - • , • ti • .•,- • _.-•-•z_--„r:i. .-t.vr'''zr—7--. — /-"?'/ i'Vi'-1(,' 6) I'7 M ..1 '14. :":7,.•",1, • --x:;.-,f:rt42. .•....•.. • J • (I; - ._ - ;,.,„ -----•------- -------— 3'.. ; _. ',. A.:. ' '•...44-At,....-• 1.1._6101• 44,....tik.n••• . 4 . ,... .4.1••• • ••••• •4 5::: . +4. ..4..V '•' ;W....•: 4 . .. •..%. , • i....... . • -alt. ,...:•-- ' ...,. ,-......!4"7:77-.'-.--7-77,9e • 4.4... -----_._.-.— - : 2 a.. . -....'• 'lI.1.,.4.... "l••1;74•••:7 • -• .?. ,-. r..• •1•4- .'. qiWtt.. 114,...- . .. ... .. * ...:.... . . .... .. 1. t7. . ," .,,,.• . .... - .• . . -"..• • . -iigt";. • •• ,7/.)7Z,71 I 17);,....'", .•-7 ;•-;'...1.77%;•ii..-- )2.-1' •• 1- ••':i--' - : . Li/ AY ' / / • ...•, / , • 1-•• i I I -N..•vor -- z-ji..;""`""" '7 -7127 . . , --77-f, - - , . •,/ (" •-,,,—• • ) •1 ii4.:.... '-11-4.- •• t / ' ' i'19 ) • ' • i fp. ...,., --: - •--z-Ns.:!--1" ,-!tor•••••-• --• - • ' " V • ,II',P:,'.1 ..--.."..... .1-- ••••tf.‘-".`i._,41_1,21*-.-.-.-f•-•!. --- - i ,, ,, ...,_.... • ..-- .---4- .,....-„:•!-:•.:7-.-77..7---,-.-- ----- - --- 77, „.770,-- 44.47-22 pi'"/7.37719-) riN- 2.',' i:)2)/-,./,- -; , A', .L.i.: — •:7 • ,...... •. • —73-7",);72•7?;'/Yl..'/ 7//t11// 1(4.'-iv;! ' 1'/;7/2 /.•, , ,,, . I 2.,-,i. „• . •. ,.•,,,;.•;, • 4;s-A: .. - ./...,. - / • 77 / 1 1 i , y ‘,. r ,•, . . . s?,i • --7.-.-- / . . .,_ 7,7.,*7.7 I __.._ ..'• 9- ' I / , / • ,1 • , .. . 11z /• 'i2;•9,41' ' 1.2 ill//; ty Jr j• 'tv i • 1-'41 • / ;....' . 4..1 NJ / 1 .. , e / / el 7 .? ..V • • 'GI! ' i - /7.4e eq • •• .-'7.,„ii-rp„;‘)1,/-7.•4 /'We'' /l'? -• pv,,, --,•:?;.,,,, :,. ... ,..,..4 ,....,..-,... ,, „ . 1 ; , / /' /- „ / 4/i../ 47-til,i). •*;1 I 4• /. .' ";/// .4//2).11-?/)•-• $•"1/3%, jjil i;,%); li./•;;.'• / • v. ",•j ' •X • .,1 • 9 1 . -1 1 • I t i tf i.- . ; . . . . /• - -...- -; •• re .l.e 1!/. / /• i- Oel 4/ ct -In ii.fct if IV.. ........--•- --4••••••• •- '' .1.. . 1 C !I ,:.• 4 ' --s'e..... ,,'..V•• '' -r i' ' ; , i • I) • , / 6.,' 7'' ,(Z•V ,. .:- . •*''' 4,;•••*--, ...•1.441: .• 1- • :; . ' lli#,..!1 .• '141 - ----- - ---- - - . , 6,'772Zilti__..../1,,ii,,,td111S- ./j(i,_ . sze. /t.)-A4'..-iletz....dei., .4liedd,. ii. ?1,..f_i • -•&_.: :1Z 1-14%.,.i. 1•. ' "'-----. ' -; ire.,......I ' - , , ' a- • ./' -,' • ••-•r / ,r.4.-, V fk":/ /..2.:,!.., '1 4.':::.I.eize. 117;,,,.....Hf. ....7v, ,i4eitt".e T. ....,:... .., . .-_,............,. • I - ', • - -• •.. - li . -• • /_, ;.•-•••c, 'r''t. • ''.a . .(4t." , . -, . -...,ye;• . ' . ''`'id.",".•:',1,Milnlit• /..rYt. - 'i;.. . -... • •• '*/ ..Jr- , • ...4,A...dA: i ?:-..--.. •-7 '''-.%:".iC , _d . . ..',i.,. :,... . .....-_ t/e4:17.14';(14:/..:111fetZiyHri: ;:-.. ..:-.441aw ::!ad---i--L.::7C1:-:• .- .:9:.'• di ri i''''*'f;1:1,c:eliAti"ctr4Ct.,',..:::;:-4.;•-••":-171.i..:::::1;:::::;°-: *.•• I : t • 4..... .. Lij.: : . ...... , ,ty3 i 21.;%,,,,e.-14f•.".LV,.4--it•, ,....)?.... /7-..f-1:••,- 1.r.$4.ITS0•04::7•6.17.,:•10:;.:1. ... • ..'• L a/,a/ ./ .. ...., ..._ .4111.ee;g. /./(e.'il ''' .fr . ..: a '*4." . -: ''•• •iag.17.-,. .:'-''''• f •7•'7*67,..,... ..;2 ." 0 , . 46:66,,a,ar•• ist.',,,..: • ' ..4).• ,..0..f -,- 211.0-.., .• ..,in•;•••••••• • i.- 4f..e .:...1.1'. ;:e14. eld7 di)te/..--.:.... •'..1*;: tt *,;.:K.::tsli.i..1 " • u4e6c alfw_v e A.c , , • -._..---• --- 0 - • -.- -?4-titi idgr. I.4.'4 . p . . „. I • . /%1 •i 4.40'14.'•• '.. • •4 1. -. ........." 1001/ ,Pria" -a••••a. he,._07.4.•.°144.t.:. •• i7)-77.- 7 -;1217- • 77::- •.11 • ,:',,y,,.L.,2‘... -: . ./-/ 4 .• •• .. ,•,• - -.. • < - •-• ... . . .... . ,-.:--....-•./ 71-1-1,-.-4•,,,•=7-. ...yry.-T;.:E.....4...,..,4.,„'• ' .. .... :••'.3•7•..: ..1s .'I .;4 .. ...; tl• •: -. , ..' i • II .-.....0747...--,.-.' . .el:;ilaik ''Ji'il- - :7-7.S.... ';''. ' • 1 ..„..,,,......... ,... il._: r.,m ..tp..,,.:. .., .o/cd:ft.:7,A. ;'.:.?.,:......4....'. 7•1:i,„„'•-r:. :. .. ..- •/, ' • •"..4*---iwNi. .' '*:./'•••$VIIA'M'iNte - I .•.•,...) I --p ..• .•••• • II Al , i• • )4•X . ' • •..4:VOI....e.. 41.:,rr •*' 4.0.si.4e .. I,•• .oil P • .lk, . . '.':•:1 , •I; f , .-' .•-:•.1.••'rl .4. .°`7.1`• - •'...'•A.' . .te 4,;• , -. .. • .3,..: 74. • .;;••• • :J.....,,......„--...... .-...-...... ..--....,.....;:o- p::.. , • 764:47,,,•/.14,740tfisiy:,,.......vr.:1 ..nri....1: ..r.:pi. irar=rwft, .:. ,werwilma.ri..1 ..., .IT: - ; .7.. .7..t.., . - 4'"'r p •-• . • .: ,...7-,) 4--...0....., 1.., .4 0.........,7•.. g.. •..1 ..,.... -. .-- vti ----, ,,,- •• t; 1, 4,,,. :... 4,li ;./.A•• •-' illi;A:rdfie r .$0:4•••I.'t ..;‘,1-1:' ...'''''':tit•Tr, : , •,.11: 1 ---. /O.t4.... .'1.- : ."--s. ' i• .1 ,:.T.1•-•-**--•• • i . '....1. „,-.-..,•••• /• .:•-•':: . -.' ., • ,..5'' . 'i. P''''/or. , ii/ / ,_,.. ... ...... _____ . _ 1 , / .i.„ ., ...I." ., .it i . ;Pol.. .0,,.. 11.4.‘,/"Piw,4,'''.h.:44,w' ,.,,,'• 0, •,. .., . , , ....• : • 4 - Treett•_. sot ea.,. •1 • • 1. •;•'.:.5.re..•••••••:.• • ' •' .:•, •..ek ' •••••••'.‘4,41A '.. .. ..,•••:041.1-44 rt.__ . -C. • ••tit. or- 1-:.• . `'e,..•• ...:1• -.. ''•= . • ••••.•• •. ••••'" •siplcomp..A ' ..T1 .... ........:.,...:,...4.)....-.. ..4.:. 4... t ) .I. •:'••. •. • -..:....,.:...-_...2,-.1•.c • ff . .. • -*---:' • --' - - - ------7.7,--1..„..4% ••••••-.-,:•777'.'71.7•1 -.#7 ;'W..4....",...4..r.... m"... L'ir.1••;.17.tzior • 7,-fi . .......clvt.g.: .-.. .. - . • -..,.. sa.. . .t.(- A- • ii' :17:717•'.. 6 .• r.P• . '4' , ,...:•g: •••,;71•......7-44fr f'..• ' )'t1..1 4.t..,1i•ie%1....*i.''.4..-t..1• ,ti',.i"•,..,'- •,•4I•.-•1,%/.1,,,-14.:....1g.:?.z4 i;..P•.-2•h.,i 4..,-';-.,,..,1,k,.•i.)".:.'*f."eI`••'..•.""_•,.-.-..-..• -•.-- . 1. ,* ..•.•.'I.::.'-7:-f.---":.'-.4:1S77.*-6 7.-.7.3._•-4.-.-.-f•.••".1,.,5,.....-44.P6t..,1-..•_.•.,.,....,.-.4'.4;,...'.•::.r4..7..6t!.n..• .:.;:'.::•134"'•..14"-.1..Ct1•,-.i'".;1%.;';;.; f fi0':1.7 t 7-.4.4/3,.14:1'1;..1=:2.n.g4-..biI.•7••••"-.•1-4'6•...t2..";,r4.;^i.4'4#;•'.'.t 4•• 1'4 i 5 . " ..•r......-A:::..6:•7;;.)-;.#-.d•4.a .e 7...,•'•J.*.Ik.•..:,f.'V.../ .': 1 ( ) / tf7ae(P/et'// 44 " _ r , ."-0.j 4•te••7•;4 c f1•••g•..•44-•..-f64i-it•-i-4;t.e.f...-.••..r•..••..•."a..•••'••-.-0.---...'.•.-'•..4..z.rI•.N...-•-•=.•A e•l•I r 71.7r1‘.'"."•7.24 ....*,. i.-iId, ' -- 7 C 0 : ''.'• :. •• •• • ' '111441111fF".:Wiltr,:ti 1.*, t 1 ••: ki ,4.;,,g-.....•.;...•.....-- .._ / ..-1--24f- . - t • • lerld•J'a.,••a..."Rai•01141.•••,.' . " 414 *A.7* °ET Fi'll • ; 111,-•,A.6466•44•16,1A .._ ,, ......,..-d...„. . .., • . 4* ••• ,. pviinige .... , ...... I.•••^T.t•Ljr.4'•1".•*•1•41.to.4417$4 . 11.441"..r er7S:47.6.;..511iri 4 .1.'r4'I .4744:?•141.:•• • '. 1.••lrti• -..t1tEa 1 I .. •441! . •041;;•.74/"V••jr.91.•.2?‘:• :••• '':.:71''--"... .-...;:"; ....1' ...'1.:. I',Ant - !':1-.44.I.A 8...(4` ,/•.t547A.'".47/1 ...1"•1.3.ri --";•4010..? %IA ft. w.:-IWFMtlia '. I • #/ V 4'1" ....•:S.1..;". '.... ...../4,.....•-*/ '-+ .......f. ./ret!'"114';91r,e';.ip...:/.5-%,• •• ••;.V.-.1..'..4,''' .. .6:6".61' .... •- 6.r.44 6 4 Z: .. 6''qb.......41f..'4717.3".7•emi 0 . %.4*,... '•r2:47/41.4.0e.y.t...16.44rf( X.,..42:;366(4,14fr...;67•.'":".t. Iftt4.:11.;:•:/.4..4..:Ve.4"1-..„...4914t.. ....:•::..lpf.i."1 . ••• ; 14: ...0 4'.:7 ..;•ii4A11.7'S er . , ..,..... •..• ...; . ....,-.. .. ,......e. ,.. .. .....„,.. ........•••••ir'r....e""iw .'•-"A '--*-'' Arc•••••• .4 % -ts:' • a • ...1 si •. ,,,, . , .• 44•11,...... ..- -•-•--- ,,„.„, • ,4% /4•4170.V04141-1 .-.444r•:... it.V..r... • • •• - 4:24?•40471 7)1 .1 I- - : 1,14.9y4irtti.ox- ..„ ...)-4...-44,3„e /.04 :t.g6,„,,,:-..,:f.,---vi>",14 --, ... i ) -1 r6•%-4.filial•k•-"V:'*,!•.4 164761:.'sr,.f.'..,,, • At..o'''.60.6•049........!4-e,./.'71•4V•ric".•!.3r.401,01,-;,„,:‘,,.•Ar.Are.„Atfj 0.x. ..„.1.3 R. .....? :::.._% (;...' :. •••• .4'.' ;6..4 If':«•*.k•tif44*;*.i*,;".1i '-'re..1:F.irAMS;li;;;P:4‘;•::•.•:.-.*:.7.r...::ft'"*0'&•74-id..•i, .'r.•.....,*-.;'1%:%:::=.i..VV:ii•=7:rrer..; ,'-ellrig":41; ' - It 1 .: 1 414.44.ills,... ";.ff•I;":4;a:1-S414.7" ,i1.77710 41:itt450 ,111.-•:;•;r7P,ArlirlYTe)rii:'.e.41" l'el&o. '. ' - , - :. ' t•4.0;4,„.e.•,....‘•..,...2 ./•.......,... si- o'•*-4t.e..feef.,-.0''!"./.e.):-,t,t..", . . •••_;•_._." •• -• - / ••+-• -••• .9-fi...-r •e...4.44.4.114-• • •.:.•-• = : 4.• ;.,• -;.p.:.;t:4-•••?-....-mr.t...r.lmwirrffe s• ...1;;;•..r.....firsc..,„..r•tootoix...--pi••.:.1**•'•19.,'".",h,r1;‘67.-• l'..•••m1/41,47•01,dor ena,r44,..1,' ,ves .,-,_._, " . ,. . :ilk. . ql •"V;.31.41'0•:,.•14*,t'sli..vs.t.... ..4"v NL•AT'Voi,:li .21,.:a.1"464.1.-.."...f.:Pii?"Oe if 4.101;14-1,tes7All".....,tey_uree.-V.AliVip!' ty,tit'..,2).4...14-41•4•%,,,t;14.1744.457-..4,-..;i2.---.--- - :A 'I .•.17..tt-4=1,4.troei.41.444444--"tiar",n9tpu..'...‹,:;r-r.,_ _te-•v-,1:61,94.74.-.74,:,!......-...--(.(4)--. ,..1.4.-v.r:- - 0.-,..1.7.-.....•:••-I , ., -.. ... _--- ,...,-.•‘,.,,.., .....,....,..... '':. 1 : .;.,.Iv iliso..mr27.4 psq..its:vr..7-,7-kr•-.7"....---.---yx;14.cce. . . ,:r. ..so e.764m..,,43 .,;•,•:4--..platg-,....,i..,,,..,-;iiiiii4 tr.-...-, . • : I ..r.t.,.....,-.... :.. „...., 7.i ., . -.ir....,prii-,..krr„.1,4.-,,,k, ...i. ,...••:-...:‘,...,,,....4;7%1. .....00, , .. ; ../i4„. T., _........:..... .,....0,0.:4z,w,.. .. .:.:ing,. ..71:::ait ....... .1: ,, . 04...... . .. :•, „ ., .,.„..• ,....-gli,V.,*.11 rf../fir tr,f,0,,, .1% /;11‘., 4.: ril...f. •/4' ...•••-• 117.VOlil-•Stk.. -4'''''-1.4''''''''''‘- 4.'1'''-....". '' ; * V • V.'4.'..;•:•••,•,•0•7.4.14:•• ' / 41:1....."'•.• • • •' .. '•• ' .. ;' •• . 411114 ,ri...-•:..i.-nes..,7.-:,,r..”.-!".., ..m.. :11. 21 t•: ,,tr-,,,,i,....i.....ezim 4.4.113r7: - . .- 1444,__ / • . :,),,,t,.....--. •4 1. ..„, iii,..41-i l'•"••!_cr.a.144-1,* - -' tki" :- - ko... •. •••!' E... .:1.1•Ali;t1V: -''''''. .':- tie.,.0-r ,.....-',,,• " r,, , 01 7.167...7 1../li :117.44 .., -'.4 •,. !4107••"-ei.ff e -. ..:".• :XI' i:..., 44 P?...P.f.• -41N," . . ....I. 1.; : rf-"04.4.+4. VT.,.jn. - 1 ::* ..:_..r--- • 7. )1, ifini-,,c;' •.- . _......._,.,.. 7. ...z.,....4,00., . ,. ,,.,11.... ix:t ,,r4 _ „_ -:. 04./. - ,-;:-4.. .4,..--:•Ara, • . .•,-e ..s.44,y„ • . t, 4,...,., i4,....r.•" :.744......1:4111Araci 1);417..., • -•'I ••• .;t,..7.,. .1...N. - ....,„„,„„..., ...., i 4,k it - ir dir14.• ' . • ,....:..•• '''''• .; .7 . 1..744.%......• • -• fil9Pbr.'..;;••••'4. • • i' ' ......--1 7 r-1 i. x•i.:0 •. ".7/1-.?-:- . '4...... ..'• , ,. ...Z14, e..f.->. :-.z. .:,fi.t..4 -. i, , t.p;....,t,,,;.,:,;.,:„;....1......ir, ...„i,....;4,..., -.• •1!•••• 09; At#Arke.vr .. - ,' i • .',Xt., . •• i•3. Ir,os,•PI,,-4-vq:41;•:?..V/41419FiLl• '. • - 1.2 ; r-- .1.'0-••:.•7 , ."..-41 . -'11....4,4144 •.. l'e•••4' 4, ''4' '.""•&•409 Pb ' • • • Nut...'Ci ••:.i0i.64.t:a eg --, . •.-• 'f .W:',!Wttcit!!%""V.1. )4 rit/001 ••• • tk:al.:V ortit'''- .4.• ' • 4:,,00 * /114' .' ° - •*. ..1•.`,4•••--1•*.-tet7 .t....-.'7.. ( a&,.." . • ' 4:•t.. :i t"-;•.ii..11.1's':-..i.;?.... .p,44.24.1tfk•'...''',Ak•f4.- f.e..,..'..,;-e?4,1,.. ••41t(-.- • /-0 '. . - ' 04'4. - ' " . ,.. 4 . .1. ,„., . ..•.. •if • 1=t4..417"stp., .• i'•1. i, .;144`ii,.... ..11:4,10:3.::.•':11. .•&X iiVik • .4,...-4'•9ffiat'fitalm, ....t'r • iii,19:6 '.' ' *e•" ' l• 'Jellit,..x.. er ..."---..,,.....„-,f& • , ...,..,,,. i I :1 1.• :, rktv,,,,,Yigt.:4;v:,.. ....trefrirci• ri.11-,eiv .•.T),47, . -..,, ,.”Itiv .- --- ....‘ r. A 1. "r:,..„_, , ,,..., •,,, ...4 ...•4•.‘• 1...vii; s ; .,••.•...., • f' •• ' •T'llitn4,1.1`p.' alf.i. ' • •• • • IX!.“....,.ett.,••/:.1.1:.-W7o V ' P..- ...? r•.74trka , .i .- •i7,- .2i.,-...e$214. , . ,-.4,..../.7,-... .• ,.: . . - ....., .. : ,. : ... ..:,.;,,., ..., „...;.; .1,,..11_1 .,ii• , . /4 . , asp* , . •'). , J ".•-•••• i,..!' f, 1, .,. 1" • 0 r jer,. - -• : 1 il. . 144..1.• •••lt;• i•QN s•a• Ail' _ ___,,, .1. I, ';'!*•60._',..,.... Iii idl.V; .0,1 X*,, ,r. .., ' . • ic. ram e •_.;.; . - • dr- • • ' s•••••i• ' .4 /Ft. ' ir.rrii.'Irr".6,,,,4*-4 ileXteiVinW7,,,TZ,1/2. 3111wer: ."'"N"lt;:lii•Al •. .. •,4....ti ' ' +6.- '., • -1. .-- ' ."-«•••••'*-1:-Na04'----- • ‘414rri .tlette, •.• 1 .• ,• 1 4114i4,Ato 1 libm,6414 iv}A ..4110. v 4644......40 ....41 -,-,,,,,b :11 ,.., , A ....- • ' '' 6.‘.•'•'4' piptit:... 00, • 1 . '••,p,eisfAT4iii.i•ci.1.41;446f...ran., „10,,0 i;:41,. 4 A. -•-._ "41.17.--gitgar. . --•--- - , -'• • •.: . . ... ' " -44 • • - a...4: 'Pe "•• " 1...' A .1•0'•'' ^4 ••‘• • „...mr.ori. '• ': -•NI . •• l•••" .i 4 ••1 f-:0ii:::•,.. ... • • • • •. • .011, •••,,., 4; ,i. ..„. . ... J.. ••a ....••••• h. • - 11'' - ''...... .-- .7'.•;;;Ileor. r/4 • 41-1%" f , . ...,.,.• 4 I • -.1.. • A 't . '.• • :'... " ....1 • • • .. .. 7,-.0...! )ex' 4.6,0d• ..,/,',.ez ka ..4,/,.. ,. .. • ... ei. .,,..; i'• • ' I I.. i.. '''.4-ite•ort. 4 - ''' ' l'i' ' T. •' l' • • r. 't;jor'';•-.7mr4-...i.:11',•,17,....,, i'.:1,...,Arti..•4440tr.„ /-' . 1.:: . •••••...it;f. • - iv... •,4„7 •*•-:,Ix •••,-,.:.4. -. •..: 1)...' % . .f• , r t ;•••tl..1..et•;,I..'"411.1' re'.0•4,0 i'Z' -',"".g'y'•': •• .••,fs-.` .•-t . .. . . jedkos,_ _ - N '4 ' ;'404',"1.,'-ei •J.1?1 ip,'-"'. • ..A,., J.A.%.,:51 A_40:•'..4P S'_..erra;-!,/filo_ t'l•L e•4.,I i ' • ' I ' '6 •--4 t•• 4 •• 61'1116'''''',•..t:'1../,'f.;b m;,. stAt ,6•yr,-,r5wr7-...,'-ri.....troorke - ,.3.1 .. ,......,::.,...,. . .::..?..,..v.i i..v.vt..... . ... "t'-e iitir..ii%1_2_, 2.4•44..V.11„kij f ' 4 4j. NA :'',7' : '''''s, -, ..t\i*tila" .. -.1%. 1.-7--- --4...- --: 4f/ ••• •••••,••...••: ! .: %-.., '• '•4- V''', ;740i i•01:01>.fi 44e(7,10 .71,1•.'13r-21 A .a.t.'. '474'' ... ::1: • : ! ,...,.., . ...,a... -•• :,•••"Nlo.: ,g`,... • •'or . ., ., ! f.q.:.•:1 .,• • ' iii,'/Aolit4i .2046f-).-460,1 ,„., , •'.-..''..• •.',. ... L 11414.-... ..,/..;:r::--, ....-,--',. •,'"*". . 4 ."7(•''-vs';'r7.0 2 ..."..-: .. -.-•••••4••• -yr(it .7:61, sol•A?;ii2, . . .. - - .•----• I ,A'... -:-. --- ,74c•--6-tv:p •V) • 7•Wer,f4;f"'.f' te '.'‘ Cef r .,. ... ....„, . . ti ,i/N-;4e4f- *or t., - - . . . , MICROFILMEL E X H 1 H T Dec 1.8 04 12: 09p Barbee Mill 14 J e'!1 -titi44 p. 12/1//2004 16:28 2066897999 PAGE 02/02 Dec 16 04 02: 32p Barbee Mill (425J271-8844 P• 2 December 14, 2004 MICROPILMEG Susan Fiala Senior Planner Planning/Building/Public Works Department City of Renton 1055 South Grady Way Renton, WA 98055 Re: Barbee Mill (LUA 02-040) Dear Ms. Fiala; On behalf of Quendall Terminals, this letter shall confirm that, at the city's request, a 60-Foot right-of-way located along the west side of the railroad tracks on the Qucndall Terminals property, as shown on the Barbee Mill Preliminary Plat, shall be dedicated to the City of Renton. In fact on February 13, 1996 an Easement and Covenant document was recorded in King County . under 09602150689 which states that Quendall Terminals, a joint venture comprised of Ailing Properties, Inc. and 7.H Baxter& Co., as Grantors, shall provide a 60-foot wide easement for "roadway and utilities" across the Quendall Terminals property and shall "dedicate the easement to the City as a public right-of-way, if such dedication is required by the City as a condition for approval for any platting processes involving either Parcel B .tr Parcel C." For reference, Parcel A is the Quendall. Terminals property, Parcel B is the Bat ace Mill site and Parcel C is the .Baxter/Vulcan property located to the north of Quendall Terminals. If you have any further questions, please do not hesitate to contact us. Sincerely, Quendall Terminals (1)(4 i Alex Cug i Presiden on ,ehalf of es Attorney on behalf of Altino • .erties, Inc. i H Baxter& Co, EXHIBIT H _ -v. i MICROFILME[.j Z f i aAsEXENr AND COVENANT 5 M Pi Agreement made, effective as of �� l V? l 1996, between w... ~•^•-- --- Quendall Terminals, a joint venture comprised of Altino Properties, Inc., a Washington corporation, and J. H. Baxter & Co. , 2 Ail a California limited partnership (hereinafter "Grantors") , and Barbee Mill Co., Inc. , a Washington corporation, and J. H. Baxter — • & Co. , a California limited partnership (hereinafter "Grantees") . 8 WHEREAS, Grantors are the owners of certain real property • 01 whose location is commonly known as 4503 Lake Washington Blvd. N. , CRenton, Washington, the legal description of which is attached 0 r4 hereto as EXHIBIT A and by this reference incorporated herein C4 i CD ("Parcel A") . I � f WHEREAS, r Grantee (Barbee Mill Co. , Inc.) is the owner of certain real property commonly known as 4101 Lake Washington Blvd. N. , Renton, Washington, the legal description of which is w attached hereto as EXHIBIT B and by this reference incorporated herein ("Parcel S") . WHEREAS, Grantee (J. H. Baxter & Co. ) is the owner of certain real property commonly known as 5015 Lake Washington Blvd. N. , Z. Renton, Washington, the legal description of which is attached hereto as EXHIBIT C and by this reference incorporated herein r (Parcel "C") . '' .• ...: 4,I -,*: .ms1n244si47241im,i173>03.1. i In L _._: •__' ! !yam St, i 'iiY S,,' 'r ��• • - • BAR` 21� ;... . .� ♦ice•;N t,- s."..,•..'f",i - - s�,> .• f WHEREAS, Grantees desire to acquire certain rights in Parcel A. WHEREAS, the parties hereto wish to establish a legal description as to the location of an easement for access and right of way, the terms and conditions for the maintenance of the roadway, and future relocation of the roadway. • Y. FOR TEN ($10.00) DOLLARS AND IN CONSIDERATION of the mutual promises and covenants contained herein, the sufficiency of which is unconditionally acknowledged by Grantors and Grantees, the parties hereby agree as follows: 01 I. GRANT O! EASEKENT Grantors hereby agree to grant and conveyin perpetuity from 0 the effective date..of this conveyance to Grantees an easement for 04 roadway uses and utilities over, across and under Parcel A. The C.0 easement granted in this instrument is appurtenant to Parcel B and c Parcel C. II. EASEMENT PURPOSES The easement shall be for the purpose of providing access for ingress and egress and for underground utilities between Parcel A and Parcel B, between Parcel A and Parcel C, and between Parcel B and Parcel C. The roadway shall provide access sufficient and ;. adequate for the purposes of Grantees' uses to the highest use permitted by the then current zoning, including two access points to the public highway from Parcel A. The easement may be used by .17 (S1,1D3/77«S/�77C3/CL7/377fO1.3) 2 • ICROFILMM the owners of Parcel B and Parcel C, as well as their officers, employees, agents, tenants and invitees. III. EASEMENT LOCATION The easement granted in this instrument is located on the east 60 feet of that portion of Parcel A lying immediately west of railroad right-of-way. IV. ROADWAY RELOCATION The Grantors or Grantors' successors or assigns may relocate the easement across Parcel A at their sole discretion and expense provided passage between Parcel B and Parcel C remains uninterrupted, and at least two access points remain from Parcel A to the public highway. Grantor or Grantor's successors or assigns further agree to record a restated legal description for this easement upon relocation. They shall also dedicate the easement en to the City as a public right-of-way, if such dedication is GO required by the City as a condition fora approval for any CD PP platting 1/1 processes involving either Parcel B o Parcel C. OV. TERMINATION . t.10 The easement granted herein shall exist in perpetuity, and G7 shall run with the land and the title to such property, and shall inure to the benefit of the parties to this Agreement, their respective heirs, successors or assigns. VI. MAINTENANCE OF EA3EKMWr Grantees, their respective successors, heirs and assigns, covenant with Grantors, their respective successors, heirs and assigns that Grantees, from time to time, and at all times after csyni/7xcs/izici/cn/n»o3.l1 3 111 ,1 • • • ro. .. .. .. _� - - MICROFILMED the effective date of this instrument, at Grantees' own cost and expense, will repair and maintain, in a proper, substantial, and workerlike manner, the above-described roadway. As between the Grantees, the costs of repair and maintenance shall be -equitably apportioned based upon each party's use of the easement. VII. CONTINUING RIGHTS OF GRANTOR 4• Grantors and their successors, heirs and assigns may continue to use the easement for heir own purposes so long as their use is not inconsistent with the purpose of this grant. VIII. INDEMNIpICATION CI Each party hereto will be responsible for claims or damages Q3 resulting from or arising out of the use of the easement by such CD 127 party and shall indemnify and hold all other parties hereto CZ harmless from any claims or damages arising therefrom. UD CI IX. ENTIRE AGREEMENT • This Agreement shall constitute the entire agreement between the parties and any prior understanding or representation of any kind preceding the date of this Agreement shall not be binding upon either party except to the extent incorporated in this Agreement. X. MODIFICATION OF AGREEMENT Any modification of this Agreement or additional obligation assumed by either party in connection with this Agreement shall be binding only if evidenced in writing by each party or an authorized representative of each party. 144711in246S/42zciimri1»so3.i/ 4 I r:� c ,c. .;era:_ • r .:4 • •f 1- �•� ri+:.y' --•- c;.� _ ._.,,mot • --..... ...-0,-- ,- . ......-_,...- MICROFILME/ XI. ATTORNEY'S FEES 1 In the event of any controversy, claim, or dispute relating to this instrument or its breach, the prevailing g party shall be j entitled to recover reasonable expenses, attorneys fees and costs. XII. BINDING EFFECT Agreement• _ 1 This shall bind and inure to the benefit of the 1 respective heirs, personal representatives, successors, and assigns 1 of the parties. 1 XIII. GOVERNING LAW • It is agreed that this Agreement shall be governed by, construed, and enforced in accordance with the laws of the state of CI • coo Washington, and venue shall be in King County. GO CD Ul XIV. NOTICES CV Any notice provided for or concerning this Agreement shall be GOin writing and shall be deemed sufficiently given when sent by C7 certified or registered mail if sent to the respective address of each party as set forth at the beginning of this Agreem4t. XV. PARAGRAPH HEADINGS The titles to the paragraphs of this Agreement are solely for the convenience of the parties and shall not be used to explain, modify, simplify, or aid in the interpretation of the provisions of this Agreement. • IN WITNESS WHEREOF, party to this Agreement has caused it to be executed at�S J , Washington, on thetda to ..ws. indicated below. tsyts1/7264si42241/CCW173s0).1, 5 ME • [kill C ? .` IL'9'17 fry • DATED this day of ��O(j7►(,tsc 1996. 1 . GRANTORS QUENDALL TERMINALS, a joint venture comprised of Altino Properties, Inc., . a Washington corporation, and J. H. Baxter & Co., a California limited partnership ALTINO PROPERTIES,,INC, IF ....a_4 • By: . Its: .a;iii) t . J. H. BAXTER & • ' By: i -. GRANTEES _ BARBEE MILL CO., INC., • a Washington corporation By: I._ f • , ' Its: . /•Rp• • r • J. H. BAXTER & CO., • • a Cali• fornia limi d partnership ' BY: • Its:. STATE OF WASHINGTON )• . • COUNTY OF KING ) as. — if I certify that I know or have satisfactory evidence that the persons appearing before me and making this acknowledgment are the persons whose true signatures appear on this document. • tbV7111/72445/42241/CCV/133333.1) 6 • TF • • : - - : • .V ._. '• t•. . • I I . - Ir.'• 1.1 personally On this 1 day of Feb , 1996, before me !.1 p Y appeared Alp e u QQ r n i r. , to me known to be the p r Q,s1�en+ of Altino� Properties, Inc., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and mentioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. • Cy Oram`f h >Q.tn in q NotaryPublic in nd f ithe State of Whington, residintat: KE1":6A My commission expires: 1Type or Print Notary Name n� I • WASHINGTON STATE OF �gg �A ) • COUNTY OF ) ss. KING ) • I certify that I know or have satisfactory evidence that the persons appearing before me and making this acknowledgment are the persons whose true signatures appear on this document. On this "day of F A,.v2R� , 1996, before me personally appeared nd 8„ft , I be the p„,,„t�d: to me known toer & Co. , e corporation that executed the within and�foregoi f H.oregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. • WITNESS my hand and official seal hereto affixed the day and year first above written. 3A S C. HMl�Ji cie.4.1".6.4.4 ( i�/ ariaf o jacft STA7EOFWIISLYGi>�1 b c in and for the S of �, residing at: liJ 1.4., NOTARY-"'PUBLE My commission expires. w►Ca*m4 Em:a 1�,� /0— TaeJs C�sL�.tt,�ia (Type or Print Notary Namme! c II 1511rb1/7244S/42241/M11/171301.11 7 . ...�.. `• _..Li• •• :.a„ • ., `t L.t -.'.. .-. ..{V;.::I -k--1--rr.•• - - . • MIIC OFIL MED . STATE OF WASHINGTON y COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that the persons appearing before me and making this acknowledgment are the persons whose true signatures appear on this document. . On this id day of F ph , 1996, before me personally appeared (oX r.t3t4;bf ' ' r be theprX to me known to ' Inc., the corporation that executed the within and foregoing ee Mill instrum nt, and acknowledged the said instrument to be the free and voluntary act ` • and deed of said corporation, for the uses and purposes therein . mentioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. • WITNESS my hand and official seal hereto affixed the day and year first above written. Nota Public in an for he State of shington, residing :b`o My commm;ssion expires.: (Q.q.q -- 11_16Qs m 110n c (Type or Print Notary Name • tt • • • • 2 8 CI • tstirsin2,45/422c1/mr/vtso2.l) 8 • i. J • .��.. v. ._�.. ... • .�.. • N�_. •• r r.... . • -. f EXHIBIT A 1 That portion of Government Lot 5 in section 29, Township 24 North, - 1 Range 5 East, W.M. and shoreland adjoining lying westerly of the Northern Pacific Railroad right of way and southerly of a line described as follows: Beginning at the quarter corner on the south line of said Section ` r 29; thence north 89°58'36' went along the south line of said Lot 5, 1,113.01 feet to the westerly line of said Northern Pacific 1 Railroad right of way; thence north 29°44'54• east 849.62 feet along said right of way line to a point hereinafter referred to as ' --.-point A; thence continuing North 29°44'54• east 200.01 feet to the true point of beginning of the line herein described; thence south 56°28'50° west 222.32 feet to a point which bears north 59°24'56• west 100.01 feet from said Point A; thence north 59°24.56• west to the inner harbor line and the end of said line description. i 11 • • (nAl/Y2«S/4226 1/Gill/121f G3.11 - • fib'' :,: ._�_�mot•-_-1•IFL: :VAT-- �"4As'Yl�C.'. .r. _. r.,. ... .. .... �.-. • L• • . I Ati i C; i"•F;LNIE!...' I XXEIBIT B IAll that portion of Government Lot 1, Section 32, Township 24 1 North, Range 5 East, W.M., in King County, and of Second Class Shore Lands adjoining, lying westerly of Northern Pacific Railroad i right-of-way; EXCEPT that portion, if any, of said Shore Lands lying north of the westerly production of the north line of said Government Lot. 7. • • • �p O in• ' O t0 .� in • ` I • • isina/774iS/43]61/Coul7)901.11 = ... > - to---'...: z • 1 MICROFILMED °l EXHIBIT C -du., That portion of Government lot 5, section 29, township 24 north, range 5 east, W.M., and adjacent shore lands of the second class in front thereof lying westerly of the Northern Pacific Railway Company's right of way and lying northeasterly'of the following • described line: Beginning at the quarter corner on the south line of said section 29; thence north 89°58.36° west along the south line of said lot 5,. a distance of 1113.01 feet to the westerly line of said Northern Pacific Railway Company's right of way; thence . north.29°44.'54°. east, along said right of way line, 949.63 feet to an iron pipe which point is the true ''"'described herein; thence north 59°24'36° wesoint of t fe tinning of h toe lan iron pipe; • • thence continuing north 59°24'36° west 488.23 feet, more or less, to the Inner Harbor Line of Lake Washington, EXCEPT portion thereof described as follows: Beginning at the true point of beginning of the line described herein; thence north 59°24'36■ west 50 feet; thence northeasterly to a point on said westerly line 0) of said Northern Pacific Railway Company's right of way distant North 29°44'54° east 100 feet from said true point of beginning; CO thence south 29°44'54° west to said true point of beginning, and O EXCEPT that portion of said shorelands lying northerly of the LI northerly line of said lot 5 produced westerly; situate in the ' County of King, State of Washington. CO O That portion of-government lot 4, section 29, township 24 north, 0) range 5 east, W.M., TOGETHER with shore lands of the second class fronting thereon lying West of the Northern Pacific Railway right • of way and south of the following described line: Beginning at the northeast corner of said government,lot 4, which point is marked by an i on pipe and is 920 feet, more or less, north of the southeast cor r of said government lot; thence south along the east line the eof, 156 feet; thence east 62 feet to the westerly line of said right of way; thence southwesterly along said right of way line 156 feet to the beginning point of the line to be described; thence north 58°20' west 460 feet; thence north 67°40' west 210 feet to the inner harbor line of Lake Washington as now established, and the terminus of the line; SUBJECT TO right of way granted to Puget • Sound Power and Light Company by instrument dated April 7, 1939, between Julius B. Falk, a bachelor, and Puget Sound Power and Light Company; situate in the County of King, State of Washington. • That portion of Government Lot 5, Section 29, Township 24 N, Range . 5 E, W.M., and adjacent shore lands of the second class in front _ thereof lying Wly of the Northern Pacific Railway Company's right- of-way, described as follows: Beginning at the quarter corner of the S line of said Section 29; thence N 89°58'36" W along the S line of said Lot 5, a distance of 1113.01' to the Wly line of said Northern Pacific Railway Company's right-of-way; thence N 29°44'54° E along said right-of-way line, 949.63' to an iron pipe which point is the true point of beginning; thence S 29°44'54" W, along said Csrrain244s/42261/cCW/173f01.11 1 lir •.. ...._—�.r_ _ .ram,- �.Yfir. • > w •>, > - .. .•.- ..1.�- •.1.W�\'!"; •�>',,. � . _ r� _ ..,..._... mow:.,.;�cn• ._. ..y. .• v+ .sip►.... /1�IL . af %�-i:MI ... .r,L-If .! ti�!'V4.+->... w 1.•....I'!�'he'wr.t +.'r.. .. �..�- - r-•�YIIT �.r,-r.MIM.I.r., .- • •--••t.KrY!.:Iti... ._ _---- right-of-way line, 100.01'; thence N 59°24'36, W 1039.16', more or less, to the Inner Harbor Line of Lake Washington; thence N 44°20'00• E along said Inner Harbor Line 102.95' to a point from which the true point of beginning. bears S 59°24'36• E; thence S' 59.24.36• E 1013.23', more or less, to the true point of beginning, •�~- 1 ,,,,,d,,•,,,E%CEPT portion thereof described as follows: Beginning at the true •• point of beginning of the above described property; thence S • - 2944'540 .W along the Wly line of the Northern Pacific Railway Company's right-of-way 100.01'; thence N 59°24'36• W 100.01'; thence N 56.28'50• E 111.16' to a point from which the true point of beginning bears S 59.24'36" E a distance of 50'; thence S - 59°24 36 .E.50 to the true point of beginning,--and EXCEPT that portion of said shore lands lying northerly of the northerly line of said Government Lot 5 produced westerly; situate in the County of King, State of Washington. - • • 1 I • • • • tsurs1/72645/42261/as/173»3•11 2 7, . arxr- • -.� - ;� -� ate-,: • - - • N �� •��,��/,?e:lr,:,�a� ) Al �i'10 1` f .-'1�' 11 'l� •%� \ ��,�;jI1\\ .i1 ' /71.y 7/$/c 1 ,--*;',3 �C,11/ I4 �� ~_h�. LU .2 ":.: •••• '•. ‘..rnis.,r Cf,.\\ k;\ • 1! e`\ //_ �/ raj ,, �W ,uU" kii•, `' �: .�• �, , ,� ff ff ,,,,, t1Y 0. , / //f 1 /, Im,"/pflP •Jv'lltc Jii1 : , ni A/4 :1 1, ' ' �� o t a �� o;? z r `J - 1.. ,. 1 : i 11.... /`'�I{(rr.7J+e� � all.' l�ll� -..' lit r' '� - °� 1� II !r I 1U Lr/ 1// iIT �. t ' �` � `4 K ) Q ! [l. �',1��/1�/1il�// T�'1 �' I/� 1�j 1�% r�f�l�i aP/�:�I//,11 l�rlit \ �'\�' a d�'f. ► �, ,E,14 11,- 4. ,, r•lli ,f. ' u., ►1f.1, ��t . �' t i vr'`.r1ENN '/11'r' f 1 v- , '"r r1 . 4.Ii•61 fed • 1,1�11 A- `•iI/r1. i3 ziaG,. % �I* o `�, M �. �.01,:...,s lll` ��', 1/1i1; n 11',. tin.,/Ii,'in.1 , il!,,,l.",,....,,iV`c riiilTIN II fir;14!-�P.1 t 1r t-f�; "1�' atrj1�1 `0 'i J/ i['•_ / I i '! lt �r ,' •�11 �Ir4• 17 ' r ;' i' 1' / A'../(..k..A:, r � ./ ��i ‘..z. ie.( t r ,ti. \ Nk .c (4,. . N-q kt4011:prg)/ .ii,ii.,:i.l)\‘ ! i vilet&'111 M 1e A elm — —% _�� • ate` • q` • co . 1 a -I ) , N • I Vv O P kil ao p �,� a 1 d a� • o v Q - N L N t "- f 1`.) . �✓ MICROFILMED E , X H I I B T . • . . • . . - • . Pktkt't kb.*VII'' •. '' . •"'-.±'.. • ...., NORTHERN PACIFIC RAIDN'At CCUTANti-e. derlibeAtien 'eider the la*4 of . ? Wisconsin, hereinafter called 'Tenant 00whiei, ih COnSiderition of one dollar in hand paid, the receipt of which ie herebYeaknowledged, And the Agreements herein contained, hereby granta to *BEE WI COittitit, INC , .A Wei corporation, hereinafter called flgranteei, perhiesien to.Asintain A private road crossing over the Railway Companyle 100,faot iikht OfilizrftWIte Belt tine in front of Government Lot 1 of Sectieni2, iiirrighiplIt ttea-quitAtigi 5 tint of the Willamette Meridian, at QUENDAII aiding in Ling gali07) Weihi4ton, the center line of said road intersecting the center lino Of the Railway Companyis main track as now constructed At a point therein distant 211 feet 4oUthwbeterli, me- eared along said track center lin61.from Mlle Post 6 (which mile post is ;boated ' Approximately 1162 feet southwesterly0.meashred along oiidireeknenter line, from the north line of said iection), the point of intersection being otherwiie described as Mlle Twit;6•mints217Ari44•7.'.-1:::: :"T'l---" "•- --... ' "P'',''' ---• . . , . This grant is made upon the follOwing termni . , . . • •. . . . 1. The crossing and incidental drainage fadlitiee ahaii be Cenatiheted and maintained by the grantee with„thegrantee!s. men,laber and hiteriali,and at the grantee's sole expense in a gbOd:addiToilnainlike mihner.tOthe batieftetion of the Division Superintendent Of the RailwaY.CoMpany, . .., . . ; ., .. . •. . . 2. The grantee agrees to reMOVe and keep removed at the grint804. 4popee any vegetation. that will interfere with approaching brains being• iwah fOroCdiel,. tame of not lees thah',die hundred !et in each diraction:frOa.:arkt point in the it::) , . road crossing from h diStance.dt not lAs than.Eirtyleat..fraft the'Vati on bath sides of the tfiCk. • LU . . . • • • ....., . ZE 3. On aodount'Ot this peruathOW heart given without anyiehetantial consideration moving to the Railwiti&iiiIiii6 the grantee agrees to indeMnify and .„,.....S hold harmless the Railway COMpany.,fronany anda11,1906, oceittelatiageor injury- to persona, includihg death resultingjherefrom,1 orvte,Properteari#irie0i• • 0 U.- growing out of the use of said priiite road by the grantee, ite W014ielik agents, ' servants or invitees or any other person tiling rams with 00. 8 '*!:S,'ermiasion arglroltrirVrief61411r4123ntittegt*itik ,,..;,: .7 . .: ' •. "..; . ., 'CC ...damage or injury may arise, end netiqt'tali g t -—103 Iii'irchlir'h 'IA' . ......) part from the negligence of the Railway Company's emloyeesOgenta_or,servantea 7',57 h. It is agreed that the providiona,4paraolph44tre 14 the atiiiii.l'pro- tection of any other railroad company or. CAmtniet heretofore or heepaftee' • granted the joint use of the Railway COMpany'a property of which the lite46064 hpen-Which said priyata road crossing it located era a 'Arta ' • .. • 5. Should*the Railway Company'at any time deem said crossing a Sienide- to the safety of its operation, or should said crossing inter:far, with the use Of its right'of way for railway-purposes, the Railway coopahy may terminate thin grant upon written notice of thirty days, and isaid notice shall be good if . . served personally upon the grantee, or posted upon the premises, or deposited in. 'a United States post office addressed to the.grantee at Kennydale, Wahhitigtobc. - 6. The grantee:AhallnotassigrrortransfeeAhis part without the .written approval of the Railway Company.. . • . ... _ .,_ •. . .. . I: * Thit'PerMit-euperiedee441bkhieiethgt''S*tgkk4*44*4AiA#660484 : • and dated Ootober 46,. 1938 from the *Railway company to PaCific Fir Company, predecessor in interest to the grantee herein with respect to certain property' near said right of way. • . • . . • . In Witness Whereof, the parties.hereto have executed these presents in • duplicate thin 2pth day of October,,l4le,..„..,,,,,„,„-......_,--... . . • . . . . NORTHERN PACIFIC RAMWAt COMPANY, . _ . . By (5a Industrial Agent BWEE ktutakiiki-litair—'s,• • ...., .. . .. BY -Attest.v 4,.... b1;Y - Prisident. . . . Secretary - . . • • EXHIBIT I - - I . • E X i I J B T MICF3OFILMEr i • DEVELOPMENT SERVICES DIVISION ,,"WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ..:.. .; D EJ1S.E::Ptrl� l:T:.SE�:�:N�t�TaL:;::.:..;:::::>::::WAI�EQ:<•: M©d,,:•::..:..:. •.; .:.;..: .. � .: • LAN....::.......... ...:::.:::,:.1N....:.:::.:.:.:,...::....._:::.:..:..:�:..::.::......:...::.:;.::.:.:>.�:.:.,..::......:.:.:::.:::.�..::.:.:•.:.. ...:..:..::�::::..::........... calculations, Survey 1 ..:.......:.:..::..::,::: Drainage Control Plan 2 ��r n e. e' .. . ........ ...................... Elevations, Architectural 3 AND 4 • is Existing Covenants (Recorded Copy)4 ........::..... :......:..::.::.:::::....::::.::.::.::.::: ;< :•<: : <' <:•> <<:;> ;< >: >' »<<;� >:::::: ::>�>�' ;::;>::. : :.; Exlst..;:9.;:...>......•...•.:::•::::.(.:�:.;.;...,;....>:..:.:.:::.:rya.:..:;:;:;.:::..:...�:::.>:.:.. . Flood Plain Map, if applicable • 4 Geotechnical Report2ANo3 . . ......::.::.:.:..:....:....... Grading Plan, Detailed 2 ..:.:::.:........ Landscaping Plan, Conceptual 4 Le aI:.D:�scra t. ..... ....... .. List of Surrounding Property Owners 4 belsfor:Pro e.: >Qwn:ets: .......::.:.:::.::::::::::.:....:..::.::::...:::.......: <::> >::;:::::;::::::.:::;:<::>:: ::: ::::::.:: <::;::<:>;:< :::: • • • Map of Existing Site Conditions 4 tt Master:A .1 c:a... �...........: ......:. .:.: p Monument Cards (one per monument) . i Parke t Cov. ..a ...•..I»an::..cw� ... ::A....... :;•. :: :................ :..... 9 • .. Plan Reductions (PMTs) 4 Posfa Preapplication Meeting Summary 4 ...... .: ... ...:..:..... ..:.::.... ..:....... ..:.:.;. .:.:..:... PGtili.c.Warks.P; o.. ... etE... .:.,...•:.�::.:.:.::::::..::::.•:::..:. . Rehabilitation,Plan 4 This requirement may be waived by: • p 1. Property Services Section PROJECT NAME: P. P. 2. Public Works Plan Review Section DATE: � ��%` � � 3. Building Section 4. Development Planning Section {� . . � I C 1'`i;S F L =11. EXHIBIT J Q:\WEB\PW\DEVSERV\AFORM\aformwaiver.xls06/25/02 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS 1:.::>.:.::.:I�►nits:.U.��>.P,�i�M.tT:SU.:::M:;1TA.:.:.:::::::.:::.:.::::::::..�.:..:::.:.:::::.:�.::,::.:...:..:::.::::>•.:.::�::::.:.:::..:�::::::.::.:.::.:.:�:.::::. Screening Detail 4 Title Report or Plat Certificate 4 a . .... urs:.::.:.:::.::::::.:......:..:.;:.:::.:....:::•:.<`' • • • :.:......:.......:...::...: Traffic Study z g. 4.: Urban Center Design Overlay District Report 4 z UtalitiesP.la`n�C:ene.:a .e...: ...:.::.:...::::..:......:.::.. : ... ........... . .... , . Wetlands Delineation Map 4 e to `; ''s;<<:>:: Wetlands::P. .nt... :P :.:.:..... . Wetlands Study 4 e irel .......lY ss= • :.,5::<'>fe`� r1t'<��>: <`'»�;_:><�<>'f=< r> ^5�s< <': '>�>��•>��< :;�;f<;�:'`:< .5 : :<<`< �'>'`< :�''f»:< <><:� < `'"f'<>>°:< �< <<::i::;':',': regiment:..tia....�::.:.:..z.,aND.3..:::.�.::....:... :..:.:.....:.:......::,:....:::::...:..�::.::::::.:::.:::.:;.:.:.•::::..:.:.�':::::_:..:..::.:::..::.:..... .:..:..;:.: .: ... Lease A re men :Dra e t fir AN M a :of ><' >:. o• A w e`ofiVi r fVla e S:. : O 5 t10 O 4mula n`P•h t This requirement may be waived by: • {{�� y 1. Property Services Section PROJECT NAME: �i' �i �- 2. Public Works Plan Review Section 3. Building Section DATE: 0 a19a3 4. Development Planning Section MICROFILMED . Q:\WEB\PW\DEVSERV\AFORM\aformwaiver.xls06/25/02 • • E X H I K T MtCF4OFILMb.-D ICF1OFILMED E BARBEE MILL PLAT COMPLIANCE WITH ADDITIONAL REVIEW CRITERIA FOR SITE PLAN REVIEW LUA 02-040, EIS, PP, SA-H, SM In addition to the staff report's discussion of compliance with the Site Plan review criteria under RMC 4-9-200E, Barbee submits this summary of compliance with the Additional Review Criteria for Site Plans under RMC 4-9-200F. 1. Review of Impact to Surrounding Properties and Uses: a. Mitigation of Undesirable Impacts on Surrounding Lands. The project complies with the Comprehensive Plan and zoning, which itself has reviewed general use impacts on surrounding properties. The applicant also has limited building height substantially below heights otherwise authorized by the code. The applicant will comply with the construction conditions relating to noise. [See Conditions 11-4 of the Mitigation Document]. b. Overscale Structure Impact. There will be no overscaled structures in this tonwhouse project. However, the applicant has voluntarily agreed to reduce building heights to 50 feet within the shoreline zone and 75 feet outside the shoreline zone. This is a substantial reduction from the 10-story or 125 foot height limit otherwise allowed. Also, if any buildings exceed 3 stories or 35 feet in height,then the Mitigation Document requires design consideration for screening or reduction of glass surfaces that would produce glare. (Conditions G2 and H2.) c. Transition and Linkage Between Uses and Streets, Etc. The applicant has submitted a pedestrian circulation plan with trails and sidewalks. The plat provides a connection to property to the north. The public trail is provided along May Creek will not impact other properties. d. Placement and Scale of Structures. The lots as laid out will avoid over- concentration of structures on any particular portion of the site. The site has appropriate open space with otherwise evenly dispersed lots. e. Efficient Functions of Parking and Service Areas. The plat has an efficient circulation system, and parking will be handled within each lot. f. Impacts of New Construction on Views. The current site comprises several older, industrial buildings and towers that currently block certain views. As mentioned above, the applicant has voluntarily limited building heights to substantially below the authorized height in the COR zone. Further,the open space areas on Lake Washington and throughout the project will provide visual accessibility to Lake Washington. Also,the applicant has voluntarily provided a minimum of ten foot set backs between buildings (5' on each side of the lot line), which also will maintain visual accessibility. g. Outdoor Storage Screening. As a residential plat, there will not be major outdoor storage areas. Each home's storage area will be screened and regulated to the extent provided by the homeowner association through the Declaration of CC&Rs. EXHIBIT K SEA 1599890v1 26266-4 1.24.05 MICROFILMED h. Exterior Lighting. Condition H of the Mitigation Document expressly deals with light and glare mitigation. 2. Review of Impacts of Site Plan to the Site: a. Privacy and Noise Reduction by Building Placement and Spacing. The lots are aligned to take advantage of the amenities of the Lake Washington shoreline and May Creek. Setbacks between structures have been volunteered by the applicant at ten feet. There also is a pedestrian trail and open space areas. b. Placement and Scale of Structures in Relation to Natural Characteristics. The houses fronting on Lake Washington have a 50-foot buffer. The waterward 35 feet of the buffer is to be planted with natural grass and plantings and otherwise is subject to the numerous conditions of the Mitigation Document, (Conditions D14-D16). Also, a 50 foot buffer on each side of May Creek is provided to protect the natural resources of the creek. c. Natural Landscape Preservation. The native vegetation along May Creek and Lake Washington will be retained to the extent provided in the Mitigation Document. (See Conditions D2, D3, D5 and D7.) d. Use of Existing Topography. The site is generally flat, except in the areas that will remain in buffers along May Creek. The site will be modified to the extent required under the Mitigation Documents for protection against the 100- year flood. (See Conditions B4, B5, and B6.) e. Limitation of Impervious Surfaces. The site will substantially increase pervious surfaces. 19.5 acres of the current site are covered with paving, which will be reduced to 13.1 acres with the residential development and installation of lawns, landscaping and the 50 foot buffers. f. Protection of Planting Areas. All of the landscaping and the buffers are protected from damage by vehicles and pedestrian movements. g. Building Form and Placement for Sun and Shade. The building heights have been voluntarily limited, which will enhance sun and shade conditions both onsite and offsite. Open space areas and buffers also will enhance access to sun and open space. 3. Review of Circulation and Access: a. Adequate and Safe Vehicle Access. The street and sidewalk circulation plan has been approved by staff and meets all code requirements. The railroad crossings will be public crossings, with the final design and control facilities approved by the Washington Utilities and Transportation Commission. The applicant has committed to provide control arms and signals at the two railroad crossings accessing the property. b. Circulation Patterns to Minimize Access Points. The plat has two access points to Lake Washington Boulevard, which is an appropriate mitigation for traffic and railroad 2 SEA 1599890v1 26266-4 1.24.05 MICROFILMED crossing. The access points were revised pursuant to the EIS process and with staff's participation. c. Consolidation of Adjacent Property Access Points. The northern access runs over the adjoining property to the north. That access will allow use by other properties. d. Orientation of Access Points to Side Streets. The internal streets collect traffic and the access to Lake Washington Boulevard is limited to the two points of railroad crossing. e. Safety and Efficiency of Internal Circulation System. The internal street system has been designed consistent with staff requirements and Renton code. Pedestrian access is on trails or sidewalks with adequate widths. f. Separation of Loading and Delivery Areas. As a solely residential project, there are no loading or delivery areas. g. Appropriate Transit and Carpool Facilities. This is a residential project where carpool facilities are not applicable. As stated in the EIS, no transit service currently exists in the project vicinity on Lake Washington Boulevard, although a park and ride area is located at Park Avenue North and North 30th, and a flyer stop is located at I-405 and North 30th Street. h. Safe and Attractive Pedestrian Connections. As mentioned, the pedestrian circulation system includes separated trails and separate sidewalks adjacent to internal streets. The plat approval requires landscaping and buffer improvements for pedestrian locations. 4. Review of Signage: Not applicable, except to the extent the applicant may place a monument sign with the name of the project. No commercial uses will occur within the residential plat. 5. Special Review for Hazardous Waste Treatment and Storage Facilities. Not applicable. 6. Review of Street Frontage Landscape. Not applicable in this residential project. The plat does require plantings for landscaping and landscape plans, with irrigation, for the lots. 7. Review of Compliance for Certain Zones. Not applicable to COR zone. 3 SEA 1599890v1 26266-4 1.24.05 MICROFILMED Barbee Mill Preliminary Plat Sewer System Analysis Technical Memorandum Submitted to: Barbee Mill Corporation Prepared by: Otak, Inc. 10230 NE Points Drive, Suite 400 Kirkland,WA 98033 Otak Project Number 30209 January 3, 2005 Table of Contents Barbee Mill Preliminary Plat Technical Memorandum January 3, 2005 Technical Memorandum Section 1—Project Overview Section 2 —Existing Sanitary Sewer System Section 3—Proposed Sanitary Sewer System Section 4—Flow Projections Section 5—Infrastructure and Lift Station Upsizing Alternative Section 6—Lift Station Elements Figures Figure 1 — Vicinity Map Figure 2—Existing Sanitary Sewer System Figure 3—Proposed Sanitary Sewer System Figure 4—Potential Service Area Appendices Appendix A— City of Renton Sewer Facilities Maps Appendix B— City of Renton Zoning Maps �Q 'N4 Appendix C— City of Renton Wastewater Flow Grit,* ^ Section 1 — Project Overview This project involves developing a preliminary plat for 22.9 acres on the Barbee Mill waterfront site in Renton, Washington. The site is located between Lake Washington Boulevard North and the Lake Washington shoreline near the NE 44th Street/I-405 interchange in north Renton (Section 32, Township 24N, Range 5E). The owner, the Barbee Mill Company, is proposing the development of 115 lots for townhomes on the site. This Technical Memorandum "Sewer System Analysis"will identify sanitary sewer requirements for;the proposed plat including future sewer needs for the undeveloped property to the north. Currently, both the City of Renton and King County Metro have sewer facilities in the vicinity of the plat. However, because of site constraints such as topography, the proximity to May Creek and the Burlington Northern Railroad right-of-way, this site is not a likely candidate to be served entirely by a gravity sewer system. An analysis to determine sanitary sewer flow projections for the Barbee Mill Plat and the north property, preliminary alignment, and lift station elements are included in this memorandum. See Figure 1 — Vicinity Map for the overall project location. Barbee Mill Prelimi',nary Plat 1 otak K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 2 — Existing Sanitary Sewer System The City of Renton and King County Metro both have sanitary sewer facilities in the vicinity of the proposed Barbee Mill plat. The proposed sewer system to serve the plat will be owned, operated and maintained by the City of Renton City of Renton!Facilities The City of Renton owns and maintains eight-inch and twelve-inch sewer mains along the westerly margin of Lake Washington Boulevard North, Hazelwood Lane and Ripley Lane;from May Creek to approximately 3,500 feet north of the creek (Appendix A). Ari existing dead-end manhole (MH-8) and twelve-inch diameter sewer main are located within an easement along the easterly property line of the proposed Barbee Plat near the northeast property corner. The manhole is located approximately 200 feet southerly of the northeast property corner. The twelve-inch gravity main flows northerly approximately 1,100 feet to the Baxter Lift Station. The City has indicated that this line from the Barbee Mill property to the } Baxter Lift Station has minimal flows, if any.As-built records show that this line and the lift station were constructed in 1973. The existing main appears to be deep enough to provide gravity flow for lots located near the main, but lots located near the shoreline are;lower in elevation and would be difficult to serve by gravity. See Section 3—Proposed Sanitary Sewer System. { The majority of flows enter the Baxter Lift Station from properties located to the north of the station. Approximately 1,500 feet north of the Baxter station is the Misty Cove Lift Station.A flow of approximately 75 gpm (one pump) from the Misty Cove station has!been estimated by the City. The City also indicated that the capacity of the existing Baxter station is at 400 gpm. An eight-inch force main installed within a twenty-inch steel casing cross under the Burlington Northern Railroad tracks adjacent to the station. The force main empties into a stilling well which then connects to Metro's Eastside Interceptor line at manhole R02-25. An eight-inch gravity sewer main and six-inch force main are proposed for a small three home development located south of the Barbee Mill property. The proposed eight-inch main Will connect to the existing Lake Washington#2 Lift Station and then be pumped through a six-inch force main connecting to Metro's 96-inch Eastside Interceptor line. The proposed sewer improvements will be owned and maintained by the City of Renton. It is assumed that installation of the eight-inch gravity main and six-inch force main will be completed in the near future and therefore included as part of Renton's existing sanitary sewer facilities. Barbee Mill Prelimiiaary Plat 2 otak _ K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 2 — Existing Sanitary Sewer System Continued King County Metro King County Metro's Eastside Interceptor line is located on the east side of the Burlington Northern Railroad right-of-way and runs parallel to Lake Washington Boulevard North. The interceptor line is 84-inch diameter north of May Creek and increases to 96-inch south of the creek. Several Metro manholes are located adjacent to the proposed plat and any new connection to the system would require connecting to a manhole. The South Mercer Force Main, a 14-inch diameter pipe, runs from Mercer Island under Lake Washington and connects to Metro manhole R02-25. See Figure 2—Existing Sanitary Sewer System for City of Renton and King County Metro facilities. • • • • Barbee Mill Preliminary Plat 3 otak - K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 3 — Proposed Sanitary Sewer System As-built records obtained from both the City of Renton and King County Metro indicate that Renton's existing system and Metro's existing Eastside Interceptor line are too shallow to provide gravity flow for the entire proposed Barbee Mill Plat. There are a number of lots however, which potentially could be served by gravity flow into either system. Lots located at the northeasterly corner of the plat, lots 1-8 and 63-74, have the potential to be served by gravity into Renton's existing system between manhole 8 and manhole 28 depending on existing sewer invert elevations and finish floor elevations. This line is located within an easement on the Barbee Mill property and would not require approval or permitting from Burlington Northern Railroad. Lots located at the southeasterly corner of the plat, lots 95-115, have the potential to be served by gravity into the new sewer system proposed for the three home development. The City of Renton has indicated that they would like to either eliminate the Baxter Lift Station if the proposed Barbee Mill plat requires a new station, or modify the Baxter station if the plat can be served by gravity. Gravity flows from the proposed plat to the Baxter station are possible but would require excavations exceeding 30 feet for a substantial distance in order to provide gravity flows. Due to site conditions and the difficulty of the existing sewer facilities to provide gravity flows from the site, except as described previously, a new lift station will likely be required. The preliminary location for the lift station is between lots 30 and 31 near the west side of the property. Proposed Concept According to the City, the capacity of the existing Baxter Lift Station is 400 gpm with current flows of approximately 75 gpm entering the station from the north. Flows generated!by the proposed Barbee Mill Plat will add approximately 35 gpm. The station appears to have sufficient capacity to accommodate future development from the property north of the Barbee Mill Plat (107 gpm). The existing twelve-inch gravity system from the site to the Baxter station also has more than adequate capacity to convey the anticipated flows from the Barbee Mill project. Flows from the Barbee Mill Plat could be pumped into existing Manhole 8 and then gravity flow _ into the Baxter station. This proposal requires a new onsite lift station as well as potential upgrades to the existing Baxter station. Alternate Concept The existing Baxter station could be eliminated by constructing a new lift station for the Barbee Mill plat, with additional improvements to convey the existing flows Barbee Mill Preliminary Plat 4 otak ! -_ K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd_wpd Section 3 — Proposed Sanitary Sewer System Continued from the gravity main north of the station to the new Barbee Mill Station (approximately 1,000 feet). Once the line enters the plat, it would be incorporated into the onsite system and gravity flow to the proposed station. A force main from the new station connecting to Metro's system will be installed and could possibly be installed parallel to the gravity line in the same trench. The existing eight-inch force main and twenty-inch steel casing from the old Baxter station to the Eastside Interceptor line may possibly be used which would eliminate the need to obtain approval from the railroad. Preliminary calculations indicate that an eight-inch diameter force main will have the capacity to handle total developed flows. The existing force main is approximately 30 years old and the condition is unknown. The twenty-inch steel casing is 62 feet long and is centered approximately perpendicular to the track within the 100-foot railroad right-of-way. If the existing force main were to be replaced, construction within the railroad right-of-way and approval would be required. If a new crossing is required, a location closer to the northeast corner of the proposed plat would eliminate a substantial length of force main and could be connected to Metro manhole R02-24. Another option may be to run the force main along proposed"Street D" and connect to Metro manhole R02-22. In order to serve the property to the north via gravity lines to the proposed lift station, the bottom of the wet well will be at an elevation of approximately 6.0 feet which is considerably lower than the 19.5-foot ordinary high water mark of the lake. Additional depth will likely be required for proper pump cycling and control. In addition, a minimum of one hour of emergency overflow storage may be required for peak flow conditions if a permanent backup power source is not provided. See Figure 3 —Proposed Sanitary Sewer System for preliminary alignment. Barbee Mill Preliminary Plat 5 otak K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 4 — Flow Projections Sewer flow projections are divided into two areas, the proposed Barbee Mill Plat and the undeveloped property located to the north including flows from the Misty Cove Lift Station. The City of Renton has indicated that potential flows generated from the north property will need to be determined, and a proposed new lift station to replace the Baxter station would need to be sized to accommodate the flows of both the Barbee Mill Plat along with the potential flow from the north property. The City will participate in the costs associated with the oversizing of the lift station to handle future flows. See Section 5 — Oversizing of Lift Station. Barbee Mill Plat • The Barbee Mill 'Plat is a proposal to subdivide 22.9 acres into 115 residential lots ranging in size from approximately 1,800 square feet to 6,000 square feet. The zoning is designated COR-2 (Center Office Residential) which is a mix of office and residential (Appendix B). The proposal is for residential lots only, therefore 6.57 dwelling units per acre will be used as the basis for flow calculations. The City of Renton's Comprehensive Sewer Plan 'Wastewater Flow Criteria"defines flow rates, density and peaking factors (Appendix C). The following table is used to calculate • preliminary flows generated by the Barbee Mill Plat. For the purpose of this analysis, it is anticipated that flows generated from Lots 95-115 (approximately 3.5 acres) of the proposed plat will gravity flow to the south into the proposed system. The flow is estimated to be approximately 12,417 gallons per day (peak flow). This flow would be pumped through the Lake Washington#2 Lift Station and not the proposed station, Population Average Peak Net Density Density Flow Peaking Flow Property Acres du/acre per/du gpcpd Factor gal/day Barbee Mill 14.0* 6.57 2.7 100 2.0 49,670 * Lots 95-115 are;not included as part of the total capacity. North Properties `a The property to the north of the proposed Barbee Mill Plat consists of two large parcels identified as Lots 1 and 2, two small lots identified as Lots 12 and 15, and existing flows to the Misty Cove Lift Station. The properties generally slope from east to west. Some of the property located adjacent to the City's existing sewer main may be served directly into this line if deep enough. Preliminary indications would Barbee Mill Preliminary Plat 6 otak K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd \ I Section 4 — Flow Projections Continued show that gravity lines could serve the four properties and therefore their net areas are included in the flow calculations. The zoning is designated COR-2, mixed-use development. Without the ratio of residential to office development, it is difficult to determine projected flows. For the purpose of this analysis, and as a bases for determining peak flows, a density of 6.57 dwelling units per acre were used which is consistent with the density proposed by the Barbee Mill Plat. The following table is used to calculate'preliminary flows generated by the properties to the north. Population Average Peak Net Density Density Flow Peaking Flow Property Acres du/acre per/du gpcpd Factor gal/day Misty --- --- --- -- 108,000* Cove Lift - Station Lot 1 19.6 6.57 2.7 100 2.0 69,537 Lot 2 22.8 6.57 2.7 100 2.0 80,890 Lot 12 0.2 6.57 2.7 100 2.0 710 Lot 15 0.4 6.57 2.7 100 2.0 1,420 260,557 * Flow information provided by the City of Renton. A peaking factor!of 2.0 was used for flows into the lift station which is consistent with the City of Renton's Comprehensive Sewer Plan 'Wastewater Flow Criteria". Summary of Flows Proposed Barbee Mill Plat 35 gpm Undeveloped North Property 107 gpm Misty Cove Lift Station (existing) 75 gpm 217 gpm See Figure 4—Service Area for potential properties served. Barbee Mill Preliminary Plat 7 otak — K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 5 — Infrastructure and Lift Station Upsizing Alternative The City of Renton has indicated a preference to eliminate one of the northerly lift stations, either the MistyCove Lift Station or the Baxter Lift Station. Doingso would require a substantial increase in new gravity and force main piping to/from the Barbee Mill Lift Station. This alternative approach would also require upsizing of the proposed Barbee Mill Lift Station to facilitate additional offsite flows. The costs of the improvements associated with the upsizing and decommissioning of the Baxter Lift Sation would be the responsibility of the City (or others). A pump station sized for the sole purpose of pumping the proposed Barbee Mill Plat would require a capacity of approximately 35 gpm (assuming flows from Lots 95-115 can gravity flow to the south). Future flows from the north property would account for an additional 107 gpm which is approximately 75% of the total capacity required for the pump station. This does not include existing flows coming from the Misty Cove Lift Station. The additional capacity beyond what is needed for the Barbee Mill Plat would be determined at the time of final engineering design and approvals. I I I ■ I Barbee Mill Preliminary Plat 8 otak &\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Section 6 — Lift Station Elements Design of the proposed lift station will be in accordance with the City of Renton and the Washington State Department of Ecology "Criteria for Sewage Works Design". The lift station will have to operate under the full range of projected system hydraulic conditions. This means that the station will have to accommodate fairly low flows from the proposed plat and Misty Cove Lift Station as well as projected flows generated by development of the property to the north. The City will maintain and operate the station and will likely require at a minimum, the following items: 1. Two pump system (duplex). 2. Separate dry well and wet well. 3. Flyte submersible pumps in separate dry well. 4. Stainless 'steel guide rails. 5. Emergency overflow storage (if portable emergency power used). 6. On-site emergency power. 7. Special City-furnished telemetry panel and alarms. 8. Bypass capability. 9. Provide appropriate security measures against vandalism. The lift station should be desig ned to provide enough reliability that accidental spills of wastewater or backups do not occur. A standby emergency power source, portable or onsite, will be required. Equipment redundancy to ensure performance and provide capacity for peak flows will be incorporated into the station during the design phase. i . Barbee Mill Preliminary Plat 9 otak K:\project\30200\30209\Reports\Sewer-Tech-Memo\Text010305wpd.wpd Figures 1 — I .=.1 ".... / ' 1 Cie! .7 : ‘,.•,. \ Quoxiall Terminals "-....„24,•• ,.• . ?I7' / 7.41 '• -,,,c) , , , -... 1 • -.• i• I, • • .T . /.1 ®,•••, - 1 •., . ...,, , •3, ..- --, • . ii,. i ••i Ou /0 ,9/7 — '(.4 •,/ ,,,,,, 1 6 , .•-• '' . ''''' 1MOY fa LAKE 0 0..."-, ,,,, , , , gi WASHINGTON ,o•/ i• 1,4 1,_.0e,•"''' ;if sq. . • \ :..• - It-, f• „/‘'' \ ;tV•t ,•. ' \ :t a' \ 7.: , • -__-:..1 ::-•••„___ •, f• , •-•--_ , ,,,, kvise% \1 i 1 ,,,,,,,,,,, :, — -—----.--- , efr •teUi-14 gf.`, i- Z—.—. 11, V r so? cz.; I , 1 i MIR rh ts‘ ti.21.Lot / 3' teal V 90 Ac : I g,.. ...?, ¢ 110 f / -I n''',. I 1 0 , S. - II. .0 1— „,_s,,,,......, i , ... cr .... ...,.-- 1 • W 1 .q i • ' 14. \ .L7, . CO 4 .1O5 1 "-——.fl:01 I,ni IF7 V ,Alt\ % .•ti sOP tt t t e, Z " , vZ.Z.I,.-...• i"' 44,4 \1 ,: • AM0:\ I'‘EI 4t. N4ii; , 1 ' / - e -II; ,.- , .,445411/4.g V,,-ft ' i •• lib\ 1 lk ‘''' AAllir'l it*, i'' 1 ° Y 401 H b 4 .„ R", 1®; -•-.—..Q-— u, k•-z. ,,,, 111 —J 32.00 AdrgE""7 'P - 13 , • '... -- ,:___ ill im , -, , / 4. i; 'r-",. . fr(zi' L'Uos ,. .i....'” 10 • t A . 437 O''' I 0 g t 6 1 "7-APF I' / I! 1 110 ---44',/ ..t. ''''.: V - ...• ...... 104 :21 11 ill i.,,A. ,, ,,t4 : 3.,-. - _iota . -.4ty /,-*. .I . st. . pi , lEi i ...-. - 1 :-:.:,:•*,,1,/iki,.: ,'"..1-`,_. .„ , 31,1115111; T.' AKE WA3S T•N :;o:// sitlillagi gailRil-: 8 6' P-. ..- ?A.-- ..-_..--A7-4,-; . ; 010,1;11:116.1 'N. 6 38TH 1-sz,.1 —-— 41;' g '4''t 1 1'4 i El, . • 1 r,-1; al; la, 1 7 2„....,!, , r !•6-..:i 9 fr ,.. a 1 ,F,J .., .R. 1,51,1,,fl ,...i.....1 - i i ,741/...1.1,2 ,.;I . (4) t - > ! I i ! - ! 500' 0' 500' 1 000' iimmilmill ..,, SCALE IN FEET , 1 ,,..111,,,C,I.."'.Y.,,,•Z`4,4,....L...,1'1,.....,.,i,U3'4,.....'Z'''.a:il VICINITY MAP Figure 1 • CONMISTYOS COVE ... D C3 I '''4....•'•• AP PROXIMATE 15 • SHORELINE '•. �' MISTY COVE ''••..•• LIFT STATION —� • ♦♦♦♦♦ / •i REMON SEWER / ♦i♦ j ♦♦ CD 6 i /- I ♦ ♦♦i♦ UTH MERCER •�• �. ♦• 14'FORCE MAIN SE 76TH ST. .• - 7 e O� •.•• •- a i i /Ro-26 PC '''''• ...... BAXTER uFT �.� % •.••• STATION '''..,: ••. B' FORCE MAIN I .• •• i O ( ' ° �ry 1 STILLING.WELL _ _ /- R02-25 10 i I J 27 /• METRO 84' EASTSIDE — • • / INTERCEPTOR �: •2a - R02-24 • I I I / - - - - - - - - - -- -- --• '� .ir-— r�r-ir-ir—r-ir7r—Trrr-1r��--/ ,,; NE 43RD f'L. I. .fl. .11. .1.: fl. .11. Il.l.11. .fl.l / —==J L_J LJL JL-LJ�—JL_IL__IL_JLJ ' ,,i,tin r..._i fv_...i, or 4,42.,4r-,va, L._1_;_,L_1,. _IL_ 7:/' .. . rt \t8 ' ,__________ ...-.,.-..'‘ P i\ /Ro 23 to •I �� METRO 96' EASTSIOE I ' INTERCEPTOR PROPOSED BARBEE MILL • 1 —J PREIJMINARY PLAT -; it :y 1— i /tii _ *� 8D1 PROPOSED BY OTHERS 8' iii,,, if*/ / SEWER SYSTEM AND 6' 9 ., , (BfR OIHERS)FOR 3 PRNATE ` `� L i •- 114pril 0 — • I • `\-714 ' ' • • 411, 200' 0' 200' 400' COSTING �� 6'FORCE MAIN 9' t — ` l - , SCALE IN FEET N. 40TH ST. .. LAKE WASHINGTION #24 Figure 2 WA STATION EXISTING SANITARY SEWER SYSTEM I I I I I J I ,�qZ ,'♦ 1-405 "`•�`6/0 'e EXISTING 8' FORCE MAIN • •`•,, [�0 a .' IN 20"STEEL CASING -I 4 ♦ . •O, EXISTING BAXTER `.,•, LIFT STATION TO REMAIN •.a EXISTING GRAVITY �` ••O, MISTYSEWE MAIN FROM 1 MEADOW AVE. N MISTY COVE LIf7 `•• •`••.,•'" . STATION I e• '♦ BAXTER .•° .� LIFT STATION e• • ee �` • ,..... o• ' ,� 1 I m°° •• 4 4' / I .• 11\ 1%4%.....t ° EXISTING GRAVITY '`•., / • SEWER MAIN TO L °°• BAXTER LIFT STATION `",•• ,I L� /A' ••° TO REMAIN ,. ` r4q Sii I •° SOUTH MERCER •••, •• 4.O 14'FORCE MAIN alt.„.TQA' • ,V • r °•` — _ \\ 1 \I o �"+ >.,.NNECT .,f'u•- MAIN I " I ; L z 1 I a\\ `,••,... BURUNGiON = H , ' NORTHERN RR --1 •., ;� C, PARK AVE. N • 1 - I (-_- o ___L-----I r F I '® Z r � � la ' a \ ♦ r 1 \ - M .s. ..,./ \ ••••,„,,...410.- ,i IL----J 3I /a \\ i ice,^\ \\ �.�' 1 \'•-� _ ?I �\ `/ j�^ ��a \ ��, ® CONNECTION °OINT FOR • -- -. I " I C \ LOTS 94 THRJ 715 • L--- I a\ \�J//a /�1 \ ��\ \ • I — — • I I ' 1 \s / \J0/ \ 3v+ J �/� O, • \•• L---J • k\;>APPROMATE \ \ // \ a /i '�,\ `•�` 6" FORCE MAIN FCR SHORELINE L—_— J \ •i/ = �i \ /ia •, PRIVATE DEVELOPM:Ni I \ r _ 1 f I, e / n \ //a •�"/- •, ♦ P HOMES) 410 ‘ ss, I I" / < // \ ' C 414, N • '' VI/_ .___-./I <# --8.,q I a 1 \ a .... ..._ .... : ..„ „/ . :,I �� \ �� _`4I a �� — r---I ra x l l a I I F ally all \> . ... \\ \1 �,`•,. 1 \ \ I I a al[ —_ --I I F all I I I I I I I� , ii^\ f' • `.. — /AP:i _ • II iLJL ':i\ • , l a I PROPSED 6' �. \•-. J FORCE MAIN .. ••,'• I � • `� I -, ` •\ \• • BY OTHERS • - it •�•.,O ` t �J EXISTING 6" oo' o' too' 200' O/// I • •.� / I FORCE MAIN N. _ — imi (/ / PROPOSED BARBEE • a LAKE _ SCALE IN FEE ' I /• PROPOSED MILL PRELIMINARY PLAT \ / I WASHI GT ON #2 \- I LIFT STATION • �• I LIFT STATION- -'\ I \ N Figure 3 I PROPOSED SANITARY SEWER SYSTEM MMTY VE I ��'•'• CONDOS / •.. I''o♦ PROPFRN 70NING POTFNTIAL NET AREA SERVED APPRoxIMATE F•, • ' q.,, `• I BARBEE MILL PRELIMINARY PLAT COR 22.9 ACRES I SHORELINE a, -If,. / MISTY COVE COR 1.3 ACRES 11• YN / LOT CD COR 19.6 ACRES ..`o♦�•. MISTY COVE LIFT STATION f,. / LOT COR 22.8 ACRES sv /. CD `. �<' CRY OF •...... �`��` RENTON SEWER �/ •S• LOT (2.1) COR 0.2 ACRES .. R02-27 '•♦� � 6 , LOT is COR 0.4 ACRES .`.4.♦ 14'FORCE MAIN • j / illi 's =' .,a , SE 76TH ST. 4.. ---......,.;.„.....)4, ` 8 . •p• r .< . //R0-26 �O *. 4111... { BAXTER �� I p� LIFT STATION // ' ' /I 4.4. I 01 • _ '^ APPROXIMATE POTENTIAL ,N�> :`' /1 — NEf AREA � 1i R02-25 2 0 ,/ i N. 44TH I : / ,sj 1 .1 ' /R02-24 A., . , -.,�s"` ',{>: ;,-'::*_s.�.a :-1-'a<,t 14,i-'' ...,.4,,*--4; vim'' f NE 4 RD PL. ' I�-L�r.tI Ir r1r1r1r1r1r-1r r-7 �" !, Z t==--1 LJ LJL II JILJLJLIJhLJLJ--IJ LIJI-,3/ i�' \w r , V • I �J 6 -/ ��11 l 1_ =1 '�Aft110, I] _J u PROPOSED BARBEE > MILL PRELIMINARY PLAT 1 -; �� 3 �� N •I si-4141r. 47-ft,--:\--I V 14�J : )\ .• 4161,1, • , \ • / „4r. ii I / ' • = NTH . . / E. 2:: ... 0......120..0. 400. mow mom / SCALE IN FEET / i .1 LAKE WASHINGTON #2 — C LIFT STATION / Figure 4 1 1 1 I .A 1 �;A.... POTEMIAL SERVICE AREA Appendices Appendix A — City of Renton Sewer Facilities Maps 1 1" i ), .. ..1 \\•,, .• • . • , • - ..LIB rJ . . 1. . . . __.__ .... -.... I� _. ._ _. . ........ .. .... ........ .. .. ... .. ..-. ._._. J (I • /. • 1 / ( tl) I ..., _._ .WW IIIWW WM z __.._ ...I 801' a i J i T i I . i 7 H __5 - — -' - — MISTY COVE LIFT STATION ' L-08 - '- , R02-27 - 48 _ ' -26 02 �Jj _._ t. i > r 4� vim, •, N TAT BATER ON 1 - S - ' LIFT:,. TA LION :, ' �_0 1 LIFT• I 9 _....._ _ _/ 0 - 'R02-25 4 259 m . 10 N ti ;..� 11 f ;°� 13. 12 .i l _____ ____ ____ ____ .__ /__._. _ . .._--- ---• ----- --- --- — _ 28 2i - NE 43rd"S't ' _ e C4 ' 32 'T24N R5E W 1/2 Q 2Q0 4Q0 B4 6„ ��Y O .t SANITARY SEWERS 1:4800 + IR +) P/B/PW TECHNICAL.SERVICES 2 'T2 N R5E W 1/2 4';N"t� 09/05/01 9 4 5429 t B4 . 29T24N R5E W 1/2 r ... 138 i � f • i • `J,. •- -• •-• / . . .. .. . ., :'•1'37 �' ROC-24 N ..43r-i S ,... 8: • •it i*1 r, I li o'o; go I ex / "7-\\_ . i 0. I ..... i ( /,M-6 ,� ,,..._ 5 t ? ... _. .... .. • f .1 ,/, .,.�.` 4 i 1 . J ..._ ..__..._• f• i,12'r FTRO, ;M-3 4 801 4 i 'Cl- % 11 10,. • 127 -, ,. _ r LAKE ••' SH. 22.' ; i • b '' ; i ;�! 12 • ----- - — - 'OTT 'TAT .._— • _.._:... 0th ®I 1,1_2 . METRa j'' '.` � � a r'�� ..i is i ; i it� '- N �15 � 6 1r8... 1 •20 i� t` hl 8' • �8 �_ -1: • i. i09 1 — — B in 'r . ... . .,„„.. .... ,,,� 1 /810 1 ; l• • H. i i 5t1, r�. --- ---- ----- --- - -.• . . ,32 7 i . 36 3 Q� !7 i �, s rr' i i • _ ,tom , • ..• . . c 3 .. ._.. 19 •r i V; ...... • ........ __.. ...1 - .._ •.._ _.. .-. , : 3 ; 8' •> s �- i 8- 38t � � �_._:4 34 • 817 �.t• 22 i • • 8 4 4 41i 45 f Z � . • w _ — �v; 45 �46 • ®41i� :42 ; t . . 43` i 8 25; __..._. N3thSt o �i . .. .. ‘: .. ) 4,! l! 48 Prlv3ate Rd/ i 4 4 . - 7� ... ®54 ; i c' 4 �� 8 8 8 i N o , ) ' 151 "53 ;, •tl2-18- ;140 S2 �; ` e i ... 'r i t! i; 141 4; ° S 8 .. 803' S t 5:..:. .. 30 29 . - -- 1/142 Ili : l; . • 56. ;, M �. _............ ... . .. .. N...36th t.... i 58 • . r 8% 144i '.8,. y8, 2� if 8'. • ; B' t • eo5 eoe! , 5 • V - / :59 :.......... ... :... N•35th St •.....�.' 61., a.__....J '_ .... ,.. . . z } i • ff • t z i 8 y 8' , _ t ' i_ 3 O ' b35 i.. . • • 4 ' St N 34 } .) 6 " th , 66 . 9i 34th _ 67, _6 .N; 'Si. � �889 � 2 • • 8i •• f 8' N`33rd Pt _. . 8' ! • 7 ,ay ` 1 • • ]8. ; . . r - c--:,0 4 ® ... ;... ...a J. _ :. , ,.... 77 .. • jj �r • i �8;.. i '&1 o9 j . , g ` •8. ! r • 9i i � i i Q! i ( •.' • '' • : 8: : • tii... N;,..33rd• .S.i .183 84 N 3,3rd!St o � •82' W < ® 86 .... i87... a, • tti ®.... ..4 ® 811 i • ' • s.' N d'S: ; 4 .... . I. • N.. 3nd,_.59 f • :...• .:..,..N 32n f'St . . ...,._. • �89 , e.... • 9.4 • I 8 t i 8 M , . 91 V , 5 F - 87 ` 95 12 1 ` ` o2Ps... N .. 31st St �98 2 i8 99 8 i 110 . ; } jti \�• 12 N ..30th . St.�, • `,.103•.:..:...... ..: N..39st St •8 ' •I f . 0 ® ®104 ® ,... ®107.._. 0 1p ` i '.NE,..30t 7' .t,' 201 _• : r • f• ® ••813 �-� • - N _ . •8' • . _ . • , At. ..:.: .. „ . c : St,a :ill 1 lie. ...N:z9th St �� 3 �� , 04 115 i. ` 8 11 ' (, . B' • } � ... 8' _ 8'. tl~� 'L I - 135 814 �" � 4°'- � • 132'� 118 N'28th. Pl:... • 116 5 6 ,..icyt, a, 120..._ 121 : E g1 136 j s 1°19. • :. 41! s 8 ;.N 28th St Emergency Access'3nl,,i _...... --.._. i ' `; • .. .. . '',e 34 9 y' y . -' N 28st,,. • . ......,. __. NE-28th .St_..•.._•., •133 Dirt:Rd); Overgro yin • . _i • i i ls. 1. • 8' \ •1 • i • i t .:. ..i .t • ..: , INE P7th r.t, ' D4 • 5 T23N R5E W 1/2 0 C4 �,ty Q . 200 400 . • SANITARY SEWERS 1:4800 .n pis/PW TECHNICAL SERVICES it. ��05�0� • 32 T24N R5E W 1/2 5432 • • AppendixB — City of Renton Zoning Maps . ____ _____ --- __J-1 • _ i 1 --IT:* • .___:_ \ • • _____ i \\ — LAKE WASHINGTON ''). _ • //---'-' .12::: -- —-___ __ -- - �..J ,/ ,... _ . _ _ . . . . . _ ._ __ . . _ . • - - - - - / ., . . _....._...... .... . .... . , .____ _ _.__ _ _ _ __ ....., . . _ . . _ •„an, R __._ • . . . .. . . . . „... ,.... . --.2 . . . / • . . . . —____. — - — • , . . . . . ___ — • . . , c A . . . . •• . — — / - . - - — • �� / . . .. . . . _ _ , ... _____ . . . • . . . - — _ _ . ______________________________ . .. • . . . . ____/ 1. I 'S: . --_— -- — // 7) __ NE3r, • . r / C4 - 32 T24N R5E W 1/2 .ty 4 zoo •soo , � i 4 ~ ��' ZONING ———— Renton dity•Limitp0 • AO, • + A ..Z P/B/PW TECHNICAL SERVICES 154 T24N . • • 5429 1 B4 - 29 T24N R5E W 1/2 „../..) ,, . ......... _____.. ____. . . ...._ .......... ....____ . . . __...... ._.. ..... ... . .. / ...., \ , IA , - V // NE43 ....... / .... • c C R ......... • • .. • _.. . .. , G 0 R 1 .... ............._ _____ ; . ci- e . ._.. _... _... " . . .. ........ _4- - N•e. . \_._, .. .. .. ... . ......... _____ I 4,:(E 1 •......._... .. . . . . .. ... ._ _. _" 0 ...... .T.;- •• - 1 .. . . . i.. ... .. . .. . . . . .. z . .. ,Q;;, ______ „ . ; . •.. / , .. . ,,. . ... , . ... .. .. , _ , i ,...... i . CAR !\ ,... /4 1 ., , ;, A , .0 .r.., k• s i _ ,, • •____ ....._ ,I •, .. . . ..........__ , ,......._..... . ______ ..........._ ._.. , . . , . i , , .......••••..... , . _____/ ....„,,,. N,.._ .... i ... .. . • c4 / , 1 .) ...c, , •••i i I . ,....z ....," a 0 e.,.. 1 i ! _ I__, _/.... ..4(z)7, . l'. . 8 1 . . cy. • . ; ! . . .._ .... . , , ...,t..,4 R 8 __ ,; q. fig. +i .:.:......, .. .. ...., .. ...i...,..Q+ i ,... r.' 1 i ! u L, ' i: 1 . ••S\ / I i': '.- ' !UP LI : ' : Ili : )1i : . 1 ----- "----- . ' R.--.' 41 • , ‘...- ...,... i . ......_... . ..] 7'. / 1 il , ; , • , I . . . . ----- ---••••-•••• /-77--- . . 1 ; 11i , i • . ........ /•... • -- .- ..' .. . .1 i ! R -...- 8 , . . . ...c,), • , , i , . -1 . . ' r -- -1. 1 . ' ".1 ! ,....- '.-(1.&C) lln .......... ------• - -----• ,. . ..., • *,,,.... , , . . R . : _ 8 Z ..._ ....... NE, 3 6 t ..• ...• .. . • ---7 , E-1 . •h : :. . ;,. ,6 t• S - t....,.. •, - , ... ., , I ,• ; , ,, I ..... ... „.4 , „ • • C......f. ' / _Ll , : ! .„ i ,_, ..... , ,. r--N i , e—s : i.. .i coli - / ,,,,,.., ..A8 R i , N1 -tiv btii 1St'. N st i , , • 1 • - . ; . , • o R._t i ... • , , • , • C.) -----/ --....-/: , • . i • i , : ; , , , : ! , ,, • el • • • .... . • . II ' . . ;/ ,...8 8 ! . R,.. .... ; : • t , , N a: th ! St ! , f., • z i : , • ' : " , : , , , '. ---d. I ....'': ' • , .. .. :. r . a) -. • , , • , ! , ! i ! : r..,-. , , 1 • • • 1 •• R C , ,i,. .„ ,, , , ; ., , , : . ••,. `..R8 : : •N .i,LiLird rpi -K i— 8 - . ...., . r ! . . .. . . i I ; I „ . • , . . . . 7t7'"• R-, . 1 •. , I •. , R.-18 . R " . " „../. , , , , 1 : ! , , I • • N ,3r St d , . , H : : , , r"4-1,-:. R-Al ' 1 1 : 1 - • L..) ..1 R I R-78 ,': I I..t .; . .! ..7,...1 .I i I I. -1 ,rbt;• !: ! •!1..isR:'--- i8:.,; 1 . . n • :,. . . . . 32nd. 1 R-. 8 : I az) R-8 , ,I) ! #..) , , • . • . 1 i : , •• i 1 I 'I; I • .. .... . . .. . .Cr" "1 . R48 .! I . , , • , , :IT il : : : I ' A 0;ii ii; ! ,t; . R Q • •••• \N... R 8 I 1 : ! .'R-J.8. ! ! I i ;IN 0 1 SI Id; , ; • i . . ! i ; ! i . -R 1'; 8. - •— , . .... may • , . creek. • . , , • . . co 1 : • R'... 8 . I I , : ; :' I i ; . IR-J.8 1 • : 1 • • , R , , i ! .-:-?. i N . 3 Oth!. St..i..-.. ..i t.. i . .•'• li C C ce i : RE3I ; I I " • R-,10 i CC i . ! , i • ., , i . i I • ,,....,...• . , R8‘ ; . , I . : . , • , , : • , , , . •• VI , •1 R.!-7- 8 ' ' . , , .. ! 'R-i10 T !. 2thl.' st.-!..i.1,-..:•iI0. 1 cc' I .• , ; , . f : : : . ' I i R.r8 •: I N1 —.'q ! I C;C,_ : ! H i . 1 •• I i , ; B ri .... ... ..R-18''''' . ::."':'''' :.. ..':'. , ; R-. 8 'N. i ! Ri-8 I • ••••• oi -- .I. . . , , , 8thi St .! , . , ' R-1.8 ' . 1 I I N (.4 .._..: • , , •. ; : : ... : , 1 . .1. , ,. . •....; , ,• I ,• i, 1 ! ••:" ; .! ,••• 1_,___:..._ •• : , , • : • I ; , • • . . ! , I I • • . ..., ( Ni ----- i i 1 I I ..-:::.:,-...::. ."... • . . , , ! 1 • " ' ..... . • ; • ' . .. a, .1— •• .• '• • . . ... . • D4 a 5 T23N R.5E W 1/2 ?......E .,..po Y ZONING • ———— Renton dity Limit e 1:4800 . C4 P/B/PW TECHNICAL SERVICES • 32 T24N R5E W 1/2 5432 I ._ Appendix C — City of Renton Wastewater Flow Criteria • CHAPTER FOUR • TABLE IV-3: WASTEWATER FLOW CRITERIA Average Domestic Sewage Flow: 100 gals/day/person Average Population Density 2.7 person/dwelling unit single-family (U.S Census Bureau, 1980): 1.9 person/dwelling unit multi-family Residential Density; Residential Rural S dwelling units/acre Residential Single-Family 10 dwelling units/acre Residential Options . 13 dwelling units/acre Residential Planned Neighborhood 18 dwelling units/acre Residential Multi-Family Infill 20 dwelling units/acre Mixed Use Density: Neighborhood Center Site specific Suburban Center Site specific Center Downtown Site specific Center Office/ Residential Site specific Commercial and Industrial Sewage Flows`t Convenience Commercial 2800 gals/acre/day(gpad) Center Institution • 2800 gpad Employment Area- Commercial 2800 gpad Employment Area- Office 2800 gpad Employment Area- Industrial site specific Employment Area- Valley site specific Recreation 300 gpad Green Belt 0 gpad Inflow and Infiltration ( I&I): Peak Inflow and Infiltration 1 100 gpad Peaking Factors System Average 2.0 x Depth/diameter ratio 0.80 Design flow criteria vary considerably,depending upon land use. • • I s