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S 11-77 POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. ti 0 1 . . .w„+-. r...,,.,�....,.r. yn,n.•.Ma rM »n.�.a: �ati.ay.,.tx L ya di at+rti. ,� ,.�U.tGW.�i ......u....E Lde'W .ua=.,...�.� -.+...a..Yal 7w,1'.�.„.. ,11» Y ;'. It•�,x.` 1 -1 1 1.cf 4.•j"CN�...,a ax}d:Ylx,4,.y,„�t �,1 i1�.,rot 4 r'11 J � 1 1 a:wlir rl� L, ,,..1 .y•,;.,4 , 400 SCHECKLA ESTATES Subdivisions V1S1 ons, r::: 11-77 SW Sattler Road/SW Hall N ',Y rl,i. 7.!N t u tiny S=d 7 ,.t Yr T!91''•`:,? 1 r y, ,•?;•,4;, ,:41.E i .y {, , Yn.t .Ih"r,.L�,1, t.>. 3' r}.rY 1. •�ry 1 t, Reference ZC.22-77 • • V 7-77 File l of 2 }, • ! ■• ■ y • i I• 1 1 • 4 s, v • r IFj`4 1 ti 4 ; W } • .... ...i„a. .<...ua.__..... ..... .... ,.... ,,..h. -.. ,,....:.a,Ma..aa,....,.a-:.. ... hn...,..,.0„.. ....,,., ._.._r.;.•.+s.a.;y..,.rsi.,,, ,,.,.�,++.:w ...., u t.,..,..............:J. 4a _Ir.«_... ..,.,.._.....r,._ ..._ • SUBDIVISION FILE CONTENTS SEE ALSO Zd LEFT SIDE RIGHT SSIDE Assessor' s Map Mapsi/Prelimindr•y plat v/Notif ication Legal Description/Deed I .. LSurroundinal Property Notice Letter of Authorization Affidavit of Mailing ✓ Copies of Correspondence with Applicant Agency/NPO Notice Public Input , Affidavit of Publication NAgency/NPO Comments Articles/Notices from 'TT Staff Report(s)—Date(s) /Jot C UZZ2 5hi°i �.. Application/Narrative Minutes of Meetings / �.. /V Final Action Notice Planning Commission—Date City Council—Date 4 ' Resolution No, Date Ord inPnce No•� Tyr' Date 2”`_ r,; Correspondence After Approval SUMMARY Approved Denied No, of Lots No. of Phases` > Special Setbacks .1, Plat Recording Name $ /' ck a 1, gbBook/Page Na. 6 Qate 44 /44 .11;,1 Additional Ph, ses Recorded (Date) (Bo off:/Pa g ) a No� pk (Date) (Book/page No, ) KL/bJt1(06i 6P) „. _. •musxau[...,.._s,'2 »,.c,'hx+,[h_',-1..1... ;.i n,a ,Gt•.•tl♦',.:•, rrm,•r rt♦ss:Miear--pcnc: f...:.ac*,w.�N'....�1.L",»..”='ice.:...-,01,..,ilw+.�. ... 1 '•, _I C • Ir�"" • n ' •� n. .r.. .i .»...,i,G �...��.:::............a,ti ,�x.,aNlv.,t.:.�i,c,..�,.e.»,_.......s...t....,..,.,...7i�•;.. »...t ..a"w.a•.s,,:...,n,..,...,w.._,x:,.l....:x4r,. n.�.a�»a..a �«H .,y.», t ,„ , I 1. • , a1 , , Avoid Verbal Messages rY trl'tr. at<..T IGARD , morn` a ■1 1 "' - , . ' ' 'J t er % f. i ei,. 4,_ 4 ' „,,a. 0 ,. klr,..1, ' ' ' ' Vir.H4•0 ' la:44.0..1u 0_, toot,‘04.c.,„4 , ,, , . , It. AMA e, 0" r 1NAN. .�►�+► �"` ' �C ' : , ., '° , la ,,e„„cto-to..-.4.4t.,10.4,,i..t., . so: , bk..-40.004. - , . ..tti ii iy� S� °°"+�e 1 . .,.. , ii.....t.... 4.\,,t,,,..,e,..cr— vs,- 4.4,iO4,4E,+°Th :tti toll ''e� , + ! ' 1► 4,4,,4 CO a I .. - ' ' ' ' ' ' sil)-- IA.' ' - ' VsittoLcottilli '..t. IA:kr,4 . lit- - 'i': ' - '' Wt,,,s, ' :C.IP,-.1i,e.).../' '. 49 4.1 6...7 COO i.. :° 0401 dh ,L , , '� >.'. ,+ ,.°' .. '.,.- x.r,�-:•wn.. ...arra°�o-w u+ut.x„ssxc•..�t.^h,�,>Wn.' rc�a. %.>r,auYx ,,,.., ... .... ... ., ,. o t [ i M i ..m'xa r r{n.-ro:avcc w • t,114,7 etkie1,5 'N; . '"'" _ ^ 'Sill iFM ", U.:),1400 " �y � * e t s : UT TATO' 11, .,. 4 401 tldtori 11'0 048E ` .T ` r 0 00 n. 1 it it //. ln..../.. ...... 11.. ...,,...,-1.:,. a 1.,... .,,.:1G.,,..>... .,..+,,.......-�. ,,.�� .„..., .�!<.,a7. ,�,.,,....�I«,w. µ,a-.-, --.. A! ® i OREGON STATE 1`y4r /\ ' HIGHWAY DIVISION •• Ir .�D ,•,. DISTRICT 2A ENGINEER 1 .,h P.D. BOX 565 ® BEAVERTON, OREGON • 97005 0 Phone 229.5002 f ', ROBERT W. STRAUB August 1 , 1978 ry GAVEiNoR i 1 �M L F.B.I�LABdE Administrator and Highway Engineer AUG- 1978 State I City of Tigard '11 12420 S.W. Main CITY OF Tt ,, Tigard, OR 97225 PLAMI II I'WG DEPT. I . Attention: Planning Departmetit._ RE: Scheckla Park Estates I. We have reviewed the plans for the proposed subdivision. It appears that the t,m mly areas in which we are involved are the lip, improvement of the intersection of Stattler Road and Hall Blvd. , and the temporary access for Tax Lot 6401 . We must ha,,►e detailed drawings of these improvements before we can issue permits for .. the construction. • If you have any questions, please contact me at 229-5002. Sincerely, es, /it .*'' ' --' C. T. Fi ink , . F ASSISTANT DISTRICT ENGINEER . 4., C'T`F:s ! o y r r M .,.•,.,.�..! f . ' ,. ,4 . .t cX. ..F1.mrxc z+s—a.�tlA.ecatrYF'{Cxra=r^-L,.m A ':. '''..„'''.1 y r r • .. ':.� •ri '+,YINwIY� ti".�t'.. .Rr •a,pa. rx�k^:,.> \ ( 0 , JUL 18197 CITY OF TIC:1ARD r tin C •• ; .. i� ' ,YAP LqZ.. ,1•', YJ, •(`u 1; . I. fil'10 R,„L. r ~ �. •'rr� � Br1l� , 'Civil 11.n4inwr 11110 ° 3066 SW Cirr►, ► Eta Drive a I aV Otn.Or wn 97p46 , , ® 9 4++ D litt‘k`ifte <-4.4i71 diti)7 8#> J I y r 1 ro I 1978 r o j�� a- t 7 8 ■ ,. N�. -.. 4 y{,N "..4aunvr• M .,Y...'Z:ll .A�1'ww".'Z..:l.•:: i.. . ........... .. r .�.„,........ �...(. 3' ,� W ,.. �.'^.�,.�K-..,aa'.• .,*wtlY:t^,�'� .�y` "'.�.•r"�!9tT.A't - � " r,„ W,a MHn'°M.rt1N•w.FVIX1gy'�.'.14i .Iww1q:Y,S^fi�i. t�t•. ,. ,..--flu..- . R. L. DRIIVKWITTER CONSULTING CIVIL ENGINEER&LAOND SURVEYOR 8095 S.W.CIRRUS DRIVE•BEAVERTON,OREGON 97005 (503)641.4454 July 14, 197 MI . Wm. A. Godwin 7755 W. r (7 55 S. . 8th St k Portland, Oregon 97223 Dear Mr. Godwin: Transmitted, herein, is my report on the drainage for the plat of "Scheckla Park Estates", located in Washington County, Oregon. This report can be transferred to the appropriate governmental agencies for their review. I have transmitted h :, one copy to the city of Tigard for review• ttespectf4I. submitted, L41),cinkwater, PE,P.L.S • y S ItLD 4 dm II o _ , • '' .xn ai.h. -it ,: e�, t.,. ..... .^.w�w.wraiwraersru.�tr:^vva�.' a::�rnranvt7�F n A• .�-.. c:;vu... r. ok « ,,, , . L ORq NKWATER ` Professional Engineer&, Land Saalveyor SH NO. OF__.. 8285 S.W. Nimbus Ave. Suite 107 ' CALCULATED BY ��k�T{E BEAVERTON,OREGON 97005 ; a. (503) 6414444 CHECKED BY.---. DATE—,. ` -- i, SCALE i A) !J ire ,, `-r°.,1 ,e)�'t,,1 1 "` '� 9 AczE "�" 1 aa..'i "q f c w.£». 1 a f 3 i a i tx ii 1 ! 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'''.. «., .�'. ` - aae�r:c.x r... .y..y.�.•... _..,w; i x.,.r,xq- .N.. i '‘',.V...., ,f,c aaz.victi ,i"'ik . i`N . i a: .4, n ill °� V. \ .I O 4 . , ..4 . , , . ;,•11" ,.1' •'. ,,. ■ . . P . . ,.., j . /,.. $ / , 4';','-'1' i,.. . . -,,,, . ,„-=. - .1109_....s.:.. C....21A_;--C.-Nt.=_-,... . R. L DR1NKWATER Professisartal Erigineer& Land Surveyor St-IEEIC NO -_.--._____---__=.,-...... OF_.__— —____....._ , ,„ .,', 8285 S.W. Nirribus Ave. Suite 1.07 CALCOJLATED By_____,-- „... of.1E____--,.--.. ElEAVERTON,OREGOM 97005 , , (503) 641-4444 C.'HECKED BY DATE...._......,_.—. ,. '\ ,S.., ,,,, , • 'P' SCALE , ., --- , . i , 111f i' ; " .. , ' , ; ; ; t 4 ., ., , ''""..' t . ri*. 'i''' "."i''''.* '.f'" "A'' .1''''''"' '"i." -4'- ! - `i"''-t" `' .*" ' !' l' "'"1--'1.----4'-'-i---,--- -...-.1..-----°:, --- ------,----F-'.---1--. ' ill - Ii ' , ; i Iii ' Il I ;., ; ; ' , :i . i .1 .;il ,- . 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A, E'A It 19 +''/,,,,,..,-' R r a`r'ty 2.47 0. 48 ") DST 500 16 �!1 y 2 36 ''� a R � ;' ?s REM # 1 CORGAT 7 ED 41E fF6�M PIPE e PDA 0.02.. +N 10 3 1 2 0:008 100 a REM ASSUMEl C BADE OF 2 Z, PIP 100 1$2 182 165.' 7 0.020 x.24 END N '11 ( WI dA W nl,� I,PY W W '0 iy y. ,‘):0 '' ':1 ' a',.;'k'IRS y,,'y 9W' R� u ; t ' _"aa,' - .x't`H"? • ',", i .., 1 t1F:;A:l:NAc3l.: ;L'!'1.11: ' F,O1::: "'N:CC1. 1:;:t:`,! 1,.. 1 It'AIRR;1. E.';3 f'A1*E;3" PAC{"_' 1. ** f:3 A'i T 1..::;I':; I';;0 A•I) 1..7:N!(( ..- 1 ri }` t `gyp ` ' .....SA N.I.'YI AI.1,Y....i.-Iw +'M.a---. ..rr.. .13Tl.!l.1\7,1y. ..w:..'.•.r. . .LNP.1:.'.I... M.1.e•;-E,•• i. 1. It.0. 1)1'.1;Lr 1 I..:t;,lJ.CV AP;E A w UM MA X F'I.,(.314 f'I..0'.,) ACRES POPUL ACRES r, *A T'XM!: CF rl"':' 1 ADDED TO THIS LINK 0. 0 0 4 . 4 Ilea s 43,„ e .0. 00 • 0. 00 , SUMMARY 0« 0 0 . :6304 . 2 d 6 41.8 0 11 00 0.00 t:,:LV�VE:N ', SANITARY FLOW ~ 0 00 GROUND UP = 204.60 STORM FLOW 32.37 GROUND DOWN 199.50 TOTAi! FLOW - 32037 MINIMUM DROP. = 0. 00 LENGTH 309. 62 D E J.'".ta N ...'• ', D:tAM' IN INCHES= 27. 00 COVER UP = 2. 5 INVERT UP = ,T 99.. 66 COVER DOWN = 2.50 INVERT DOWN 194. 56 AVERAGE DEPTH 4. 94 SLOPE FT/FT = 0.016473.80 ACTUAL DROP 0. 00 ' ANALYSIS '~" . , FLOW: IF FULL ..» 39.85, ELOPE IF FULL = 0.0 ADDITIONAL CAI•`'==- 7. 48 FULL LOWER. IN = 196029 VELOCITY FULL = :10'. 02 TIME IN LINK = 0. 52. ACTUAL VIE 9.81 LINK COST = 0.00 n SUMMARY — , . LATERAL LENGTH= 309. 62 LATERAL. COST = 0400 SYSTEM LENGTH = 309.62 SYSTEM COST {� r. i , . 4 �.,,,,�.. .r �...,. .'q..,.. M r .a qtr �"o.� =.e; � .... . ........ ... ,.... � 1,�., ...,.,.. ., .. r � � ., . �:.rrn a.�xem�mcs��M�+errYr�'A;, `M u�r»,>.,..ys �r*.w Ak . . I P la: lAC l::' STUDY I::`CaR ''s HFCKL A PAr.1,', ESTATES" PAG.E r . - ., t :3�`1"rII...fl:l;: ROAf? LINK "? -,.1.-SANITARY'..-.'-w ,.-'...-'- .......,, ;T Ol;;M..•. ....,.. :C N F C L," \ AREA U1 GV AREA SUM MAX rLo �• .0 . • ACRES re aUL ACRES C A THE N~1 cls r, . UPSTREAM FLOW W V u 0 0 6► „ 4 2tN 1 42 N 3 0u 00 0. 00 V ADOl1„0 TO THIS LIN 0„ 0 6.8 . t d a 4 0. 00 0 0 SUMMARY 0. 0 0 70. 3 31..6 42. 3 0.60 0. 0 is GIVE , SANITARY FLOW = 0. 00 GROUND UP w 199. 80 STORM FLOW = 35. 60 GROUND DOWN = 193. 10 jy TOTAL FLOW = 38. 60 MINIMUM DROP = 0. 00 LENGTH�TI'I �.!3. 0!} DIAM x � INCHES= a . 00 COVER U � = 2.. 7 ■ INVERT UP = 194. 36 COVER DOWN = 3. 69 6�T , ' INVERT DOWN = 106,,97 AVERAGE DEPTH = ,� 6 SLOPE FT/FT = 0. 02287925 ACTUAL DROP 0. 20 ,,,i1 : ( , y ' • ANALYSIS . w FLOW IF FULL, 46.97 SLOPE IF FULL = 0. 01 IADI:}I•firIONAL. CAP= 11.37 FULL LOWI R IN : 190. 11 VELOCITY FULL. = 11.81 TIME IN LIN = 0. 47 . N. ACTUAL VEL = 1:1. 34 LX NR COST 0. 00 • SUMMARY LATERAL LENGTH= 632. 62 LATERAL COST = 0. 00 SYSTEM LENGTH = 632. 62 SYSTEM COST w 0.00 a ;. Ia • .,. ., s. r<rya-Ww a:MYk+urwl'1'+gMbC'N.*MMMev-YMN(k"'k'Y 1!''Mhl"A!'N.yl'NU.µ.1"•!i*.iti ...,.un'n h°!++.X11+ M+dig!i1MnIHUm!.y'"l+f,.lf""M.'X'*W.ahwM!p,rl',r"!i'W'i,ll` i.'ah-'.-i'u.Yd.n,h+1.M'h'1+- i.. wm_?...rt.�.:e..-a Mla ,.,1^'' y_,...G..:.:� w..'r.$••..x. -r :„o,ry,,.-, x:�Lamrrman:s;�wcwru.�a_.w«..�-�',rranar�.:n;.x,^.:"a'.s`xt.CS:".��.;_.:J:,w^. µ, r +O : «,••,... .:_...1+.-.i.-. 1-..«.......w ..,.....:.: 4.. ' ` ^.....- a.a1,1»1N.-.r _t. .tU J M.:.1,..M1n......w... r)i A,I.NA 8 ;Y ESTATES" ,.»: ,».„r.au-STORM,rr .•„ !1..' ,L N F.G'L t AREA is;t",1 t1.r V A i;1;A MA X F1'1,,c;1 W ACRES t�'or UL ACi 1E 3 C'oA "T'IM1;;, to crr , ADDED TO THIS LINK 0. 0 0 6. 2 2. 8 25. 9 O. 00 SUMMARY 0.0 0 6.2 2 K 8 28. 9 01 0 } L:+ , SANITARY FLOW w. 0 . 00 GROUND UP = 192. 91 STORM FLOW = 3. 99 GROUND DOWN »_ 192. 91 ' TOTAL I°L DW = 3.99 MINIMUM DROP LENGTH 31. 20 DESIGN DIAte( IN INCHES= 24. 00 COVER UP = a iS • INVERT UP 187. 09 COVER DOWN 31/::x } INVERT DOW 187.22 AVERAGE DEPTH = 5. 50 SLOPE FT/FT 0. 01105897 ACTUAL DROP = 0. 00 ANALYSIS FLOW IF FULL = 24.70 SLOPE IF FULL wM-0000000. 041 ADDITIONAL CAP= 20.70 F'UL1., LOWER IN =--fltilifl000M #iil VELOCITY FULL ;: 7. 86 TIME IN LINK 0. 10 ACTUAL UEL = 4.89 LINK COST =-00#44000. 0 SUMMARY LATERAL LENGTH 31. 20 LATERAL COST -= 0. 00 SYSTEM LENGTH = 663. 82 SYSTEM COST 0.00 • I - a ...0•� , . . r�+,•ssyr+^ Y'x,n n1:.sac.,.x..�:t f•a.ts+'+IY,Yy 'L+ q�Y+ ILGyc, .,+RM -...-.mi=1F.Tti`L'RL ..., &LSX -�i7:.•� .. ....., ...,. .:�, ...' r I •'r . .: r.l.. ... rr, •ilA« I It..+,.1.T-%r JJYJNw.i'ro.,Rw xtt..::tS ....+...A-!..u.-':..IF an..l UN... _ '.. us r ,.;, •,c Y�r s= r +1 • .. l'.!1';',.1•:'1',1:tNN A(.:E 1'l!I;;)Y I'•(.ii;:: "hi(''.,1••11:::C.'',!•(6.a l Fc A I•:;R 1,.S'•f• !''(I:" '.i,11 I:••(•i 0 E 4 ,'a a�* $(.)l.!'7'H S A'1' L;. 1,. I I, l'.::1)„ l,.I N I.!,„ 2 • • --,. ...SANITAI.,; -„r.. ...- NM...,-.-STORM........... ....• IN1=.LL M I ' t''+I I•~F I-::t' l.,IIV Al:::1'..:A SUM MAX +L(::C I' I.t.!G, ACRES I-'t,lF"U1. ACES C.-)*A T,li''l1::. C.,•I.r$:. c.;1...,, ,' , UPS,y REA M FLOW 0 n 0 0 6,i - ri . 8 229. 0 0 a 0/0 � . • ,:" ,�;�,r ' {:lt'�l,1+.1 lrizl+.fii ROAD Oa () 0 70.;.3 $1.it 6 42. 80./ i„) On c..I,' 3 SUMMARY 0k 0 0 76 M S 5; 4N 4 420(I) ON 00 0, (/''I , / r: SANITARY FLOW = 0. 00 GROUND UP = 192.91 STORM FLnl 38D 47 GROUND DOWN 194. 10 9 r TOTAL FLOW 38. 47 MINIMUM DROP = , 0. 00 • / LENGTH 55.9S DESIGN I IAM IN INCHES= 36.00 COVER UP 3. 44 'p E UP COVER DOWN 1 4. 97 ' T r t��1'i ! ��,l� 186.22 I(..t.1 M�I'. Lf CJ�1`t INVERT DOWN = 18 8. 80 80 AVE•RA E DEPTH = 7. 48 °' , SLOPE 1"T/FT = 0.00607389 ACTUAL DROP = 0. 78 ANALYST a FLOW IF FULL = 52. 12 SLOPE FULL ULL •' 0.00 . ( 1.:A. ADDI rIONAL CAP= 13. 64 NULL LOW IN = 186. 03 VELOCITY FULL = 7.37 TIME IN LINK = 1. :1.3t 011 ACTUAL. VEL 7.0� LINKS COST == 0.00 r SUMMARY N. LATERAL LENGTH, 07. 18 10 LATERAL COST - ()„0 0 , • SYSTEM LENGTH -.. 719,, C0 SYSTEM COST 0.05 • . ,,yam 4"1'am�au.-•..�.rwa..i..v¢x:Sa..y'�... e. ,.... ry,r,.... - ...-r.u+'.«.mumr...-,,a....�w•a-=x7'°i m�.�rvd-.- �:i.xv�"r.Yit..sari. .7c."'Mic^r'FrlaRnaS:aar',P-.'vr,y . I` * • ..-lr M 4M e1.1 ..hN,,1yFk l,' al+ _1 1.1r . M1+II' 1�: « .l.-. ( • • it f,. , STUDY FOR "SCHECKLA a' 1.. :1:I'41° 1 r e •'A4.{ �1 II.,, 1, 1,.,—.MI+N.„.• 1111, ♦•4F.H ..,•,..,. TIN ' ..• • f l' irA F1',1t,Jiv AF I:;:fit 8UM t1AX !FLOW I-M!.1, W • ACRES P.(:)!''t.JL... ,A I•';ES C A TIME :;I"., t:F' 3 . AD I)li;:l) t 0 .r1,.11-. .,3 I,.,:I:N�I I• • 0, 0 0 „2. 4 1 .0 2!.:3,,() O O r4, 0., ,a, SUMMARY )1 0 244 'L U 25.0 0.00 0. 1.)1, C•,r VI,,:N .1„ Fl...OW 0.00 CI, (3 .UND UP 190. 10 STORM FLOW 1. 68 GV:C) Nf DOWN TOTAL I��I OWE, - 1. 68 MINIMUM DROP ON 0�; LEND: TI-I 231. 17 , Di,:.SION p DIAM IN INCHES= 10$00 COVER UP ''''" 3" °9 M, INVERT UP = 194. 10 OOVCF: DOWN J» 6. 14 INVEI' T DOWN 1,88.05 AVERAGE DEPTI"H • 0. v SLOPE F T/ET „: 0. 02 617121 ACTUAL DROP 0. 00 ANALYSIS FLOW IF FULL = 3. 65 SLOPE IF FULL = 0.00 ADDITIONAL CAP= 1.a6 FULL LOWER IN „r 192, 74� • (: VELOCITY FULL = ,,�M TIME IME IN LINK ' ACTUAL VEL. = 6.45 LINK COST 0 0. 00 SUMMARY .- .r 1 LATERAL I.,.EINNCTI•a`-•• 231. 17 LATERAL COOL = 0. 00 ' SYSTEM Ll.aNO• I,•1 •. 960. 97 SYSTEM COST o„ 00 L a - 1 .. �y .. .. ..•wu� . ...«•«.r.x....+«•✓4.,..,.....h 1.........•HU+T r 1«,.. .s.:!..xt,�ltJ.u.t I �u 4 0 x 1. 1:JI�'��,.I. l 1,. r 1..' !`UPY FOP j1�,�NI�ILt'1�11,..A 1 t{t'.` to A, µwk IJ PAGE ,- •) 4&. f:z Al.-T.1..1..4:1'4; 1::,.1,8 T :C N f•; - ,..".i:a A Ir:C 1"Al:::fir.,,. . .1 ,........ ........S T 0 I'ti M ... ,.. 111'n';I:L M:C .,C:: Al i:A r(,'Iti IV AREA SUM MAY; rI`I... aW 1"'I. .ii4 . ,' ACRES I"'l'1!"'UL ACRES C;4*A TIME CF:.� C.:11'''z'„: • UPSTREAM It'I,,,I:iw 0. 0 (y 0 (J��.an}.�,N 4 . 0 25. 7 0. 00 1 r ti1 11 r '1 • I.{ 1 f 'I'1 1 ,tl wl 'i; N {+ 0 • N'H 1/ 34. 4 /1) 1 9 11 0 0 0 00 t>t��.Jt ' �1� 11 F F S I.J IsI M r'11• Y 1,0 ' 1.1.9 ;55. 5 ,4:;'.t,� (),10 0 0. 0(:� r. SANITARY FLOW = 0.� 00 GROUND UP 194. 10 • 'l ° STORM FLOW = 39. 60 GROUND DOWN ;L 351, 1+_ . TOTAL FLOW 391.60 MINIMUM DROP = 0. 00 . H . LENGTH = 400. 90 • !.DEs:ht: t ,.1� 4..i' ;''''.'' DI AM IN XNC:°IHIES= 36.100 COVER Lilt' „ 17 ' . :I:NVERTf Up , t» 1G,, .cab Cat".YFWR D 0 W N t. 7.? , `'r i �' r :I ■IcJlllk'r DOWN »;: 153.27 AVERAGE DEPTH :..• 6. 0 ' r • SLOPE FT/FT = 0. 0060 147 ACTUAL DROP = ;>a2 • . • ' ANALYSIS -" . ' FLOW IF FULL ,f.-: 51.8 SLOPE IF FULL r4 0. 00 ADDITIONAL CAP= 12.25 FULL LOWER IN = i84. 27 I VELOCITY FULL=7.33 TIME IN LINK = 0. 94 '�f ACTUAL VEL = 7.05 LINK COST = 0. 00 1 o rat..IMMAI -1 tZY .-4 LATERAL I...EisNGT11 632. 07 LATERAL COST = 0. 00 C :4Y '1"I`• i' LENGTH „ 1;3 :w 8 ' SYSTEM COST` 0.0r { r�a I p i. r,, • o + . A .. ' .h N 1. 1't .-x' ,i ,..�V �. .. .„. . ,... .. ,I .... .....,... :......... ...,..., .'.y.k. u U-:.♦ .x..4.u....C.,-..-�,..1 ,:MrA/1 1 .:,.r .I^ t.�.. �yw,MY.tit'M'4zirtf-M'R'!%'z3�"::ytK1tl�..A�.w,uMJFi. •. N, ".,T.t""'F9X�-:�».'A.i.^..".a..f"_ 'C:SI"MmCC'3d7.f..•'.;�,� I 1 1 r � .... r n+ll.A.. .r.ra1�k>..r a.,la,N...,-......-1'.Ord .,,a... o-..• ..r,. .r.„.i..:i t r ai...YV{.... -�!M,bL 11.TF Yu .W...r.J;.Id 1.Yn Cr.;.-'.. t..�`-M. - +1.. , .:rH.-,,..t'-....:., r DRAINAGE:I:Nr'tt.',I:: S'Y'l. DY FOR "SC H C!•_,L.A PARK ESTATES" I At Iw 7 'r 4k4 I...INI; ,. ... A N L..rf A R Y-....M.. --- -...,„;,STORM.....,,w..,..,,,....- :t NF;I;ik. "'i,L,;,,c, 1�w •�I+ �mJ MAX M r.'t 1 n A If:t'.E:�r I, f.+�9.1 I V A I V Iw A. ;i3 U/1 P'1 A X 14`'1,-.C:)W 1,•1 t41 r r ACRES POPUL.. ACRES I»:; C *A TIME t''Fz'> C1,.'''':!,.,. , ADE11::.i.) TO THIS 1...I t,,!1.: O. () 0 3. 2 1. 4 22. 0 0. 0C l'',),, i,� •, t(.1MMAI;:Y 0. 0 0 3 ra 4 22•) 0 0 00 0 ,..,. • \ N \ w" � tl �w 4w N A...4i N 0 \I lG \. 1.•I4 �� • G SANITARY FLOW 0. 0Q GROUND UP = :L98 00 . STORM FLOW = 2. 41 GROUND DOWN -= .. k . , TOTAL.. FLOW =.. LENGTH tGTESE 188.00 . DESIGN H.. (, • DIAM IN INCHES= 12. 00 12. 00 COVE UP °- 2.. 41 • INVERT UP = 194. 50 COVER DOWN = 6.34 '. INVERT DOWN = 19 .37 AVERAGE DEPTH = 5. 46 '.-. SLOPE`E FT/FT .r 0. 0060 1063 ACTUAL DROP 0. 00 ANALYSIS . PLOW IF FULL.. 2.76 SLOPE IF .FULL = 0. 00 ADDITIONAL". CAP= 0.35 a E•ULL LoWrk IN = 193. 63 VELOCITY FULL ~ 3. 52 TIME IN LINK = , 0,, s8 ACTUAL VEL `w 3. 52 LINK( COST = 0. 00 4 SUMMARY ' " , LATERAL.. LENGTH i88.00 too 1.ATEE' AL COST = 0. 00 . f.:1`` '`T E:t'E" L t''N 4,•Th- - :`1.",:i s' ";i --_. S`Y s'ir m-CcD S '' . m,.. ()w 0 r i r.' ti n . ."'" __ ttm.._-.....v. ...w�.,...nu rt..... .., • • rea-..,lar.xu;.5ascm -,.�.Mzr..x soar,.^aY�t -.-z'.;_irnraks x+.,.l'vzM .4....,'..,�.,..,...._;-.....,.....„..�.„i.............:.�--. ..,..,:., ......: .�...:_...y.. .�..;.�H..,.�....,..•.....+._.,:�,-,:�:...,..M.._.:,�.,w :.w.-u,_.,�.rv'.�i-:,..r;«.....y», ..r..n,..c,..ks.., ..rE .. -. ,._. ,.. ._, _ • • DRA;I:NAC1;:, STUDY I'''t,lI'j rrt: C:HI:..C:I {,,,A I'`'r11 l' ESTATES” PACE. S • t;3 t Y I'1 15 i.. • I,r C 1~11. ". 2 • • M;C a 1. 1 t)t„1 V SLJM MAX I''LO;IW I(`!.•.k 1.� ACRES P OPt.91. ACF4CCr. C4 Al TXMI»-' CF\} • V ,S 1`R L A l 1 FL 0 W 0. 0 0 3 W 2 c 1:R -Y 22. Li O N 0 0 0„.0C • 0 0 0 3. 2 22. SS.3 rj 00 1i 11`1: T I:Y FLOW rj 00 C;RCJt,1NI. UP r?O. 80 • NORM FLO W = 2.36 GROUND DOWN 198. 00 TOTAL. FLOW 2. 36 MINIMUM DROP = • 0. 00 LENGTH = 264. 52. • L'1.,r.M;GCaI DIAM IN INCHES= 12.00 COVE = 6.54 INVERT UP w., 17 COVER D0(.411 M 5. 3 ... INVERT D 'l W N 191. Sa itiVE:F.f4IGE DEPTH 7. 02 SLOPE FT/FT = 0.00601088 ACTUAL DROP = 0.20 ANALYSIS FLOW IF FULL = 2.76 SLOPE IF FULL . 0.00 0. 40 FULL LOWER IN = 192;00 VELOCX:Y`Y FULL »tt 3.,S2 T 1,ril.:, IN LINK' l H • ACTUAL V.)El. •",5,,,S0 LINK COST W 0.00 SUMMARY «„ 1 LNt�T1-1 4182.82 LATERAL COST 0. 00 LATERAL .��• � y.. SYSTEM U NOTI•�1 X 04. ; 9 . "T S • SY�T�.� COST 0.,<)0 • • r, . -.. ,., .. „ �..:... .. .l sr+w V...av.0+n a. fmtM,.S+.w4....R 1»4..iUvq.`tC%`.tMfdl.VS tt4C4"• ertF^..."x 0.5..«:a.:Y.::'• „T~':li^�.w +Aaw4+.....t..y,:y -V ....... 6.i•� IicY,'.T"....J S.a: i14...9.:.;,. 1.. ,:w'1^ i't.n..ffiu .,.:. .. :^:... .. � , 4 Ya d� '1'1.,1 IY 1,.011, I El EST'AT`ES I:.'A C `. ofa'' 1s;1;:I',I...;1 NC 3 , I;is!l.; I, AN IL'>'s'a l'i,Y'.I,qq .« w., N h".1,1._ rhh:i,')(,: 't 1 '1 E A I..t��1��.�� ('°11''.1..��' is;3 .11 MAX F:t 1,.'l')1,%) A(,)1,`7;,1-4;', t 11:74 4> Co A "" #13 t:!,17, 'a ADDED +O q I,.11Et3 0 N 0 4. 6 2., 0 22. 0 0. 00 0. f t„',) SUMMARY 0. 0 0 4. 5 4. SANITARY FLOW = 0. 00 GROUND UP .« 204. 05 :sT'i`ll i FLOW 3M 40 GROUND DOWN 201 ., 85 TOTAL FLOW = 3« 40 MINIMUM DROP = 0. 00 L_ NG'T'i -• 1.19. 01 DESIGN DIAM IN INCHES= 12.00 COVER UP = 2. 91 INVERT U r . 20.0. 0'4 COVER DOWN �..� 2„ n 1, INVERT DOWN = 197.85 AVERAGE DEPTH = .4,100 . SLOPE FT/FT Mt 0. 01836240 ACTUAL DROP •=t4 0. 00 ANALYSIS FLOW I " FULL ' : " 4.84 SLOPE. t`F FULL,.. 0„ 00 ADDITIONAL CAP= 1.443 FULL LOWER IN VELOCITY FULL 6. 16 TIME IN = 01. 34 ACTUAL VEL.. = 6. 79 LINK COST = 0 00 x:3L11,MMARY ., LATERAL I..1ENG`)'Ww :119. 81 LATERAL COST It 0. 00 = 1,924. 20 SYSTEM COST = 0. 00 ts . _•r., 1°,M r......,.-.. ht 1 �:• • rw,k m rb.C�'lk^'�tlaaaniararAt' fkaS..�-^-a=ic�YCR'tM1Y�r :CY:-"��",Y7�"...�•.-w..:a�..�:.1L.C.T"1"�'>�'b%+3 • MS --_i : ,..,a r+-, :.r r.na.�.+,».� .ws. ,:y,.,..w,ix..v.r::..+..,...is ....n. .(. - - • (�•Iw/5 1; • *,)�,,r �• 'tl ��t p.��• r't f~ 1/1'� TT A ` \" t'11"/7:31.w ,�.�i 11.�•G"�11,t�!A(�71;i. i: '�•�1�II, 1 �.�6.��il\ wY�,r i 1 u».i.r'',i...�`� '1 t'"f ;�. G:,\.9 1'h'�T Y�:�? IQ 1 ,Y , 1+ p III N1'i1M•.•/\.\ ('.j Ij•1{'' 141 ,•,I MY MIF Ii1F.IN.IkA •I,N 1111.IN•`Y 1�,`' 1-1(/IY/UI kll Illi Ilk 1111 I.IA t F1T L. 1v� ..1 1ilrA 1111777 h��Y / I�C;21:J r4V ARE:A 1M..SUM MAX FLOW !., �.��a ACRES POPUL ACRES C*A T;11 1 E C UPSTREAM 171._OW t ya 8 ''2 l l.d TO THIS LN1 0 0 0 J.n oa 5 jL�1 a 0 n fll, SUMMARY O y r n " 3 22...3 O. O 0 a ' v. • G:I:VEr! {aAN XTAR`c' FLOW 0. 00 GROUND UP = 201. 8S STORM FLOW = 4.34 t ROUND DOWN It. 197. 17 7 TOTAL,. FLOW 222. 53 4.34 MINIMUM DROP 0. 00 LENGTH .. I:)ESICN DIAM IN INCHES= 12. 00 COVER UP :: 3. 11 INVERT UP 197,6s ' VER DOW!`! = ,r3. 70 INVERT DOWN = 191. 38. AVERAGE DEPTH w 4. 99 SLOPE FT/FT = 0. 02817897 ACTUAL DROP = 0. 20 ANALYSIS ,N: FLOW IF FULL = 6.9h SLOPE IF FULL = Oa 0: ADDITIONAL CAP= 1. 64 FULL LOWER IN = 194n 38 VELOCITY FULl. 7.63 TIME IN LINK =' 0. Si ACTUAL Vl:1.: = 7. 24 LINK COST 0. 00 SUMMARY LATERAL LENGTH= 342.34 LATERAL COST = 0. 00 SYSTEM LENGTH = 2146.73 SYSTEM COST = 0. 00 • 1 , M1 1 w ' i ,. ...,. .,-.:.:, ... .w. .,tx�r....,. i./..i.::u v v.�ar�:.!1 Iyy.rNy.:4.4x•.ysy,.ra,« yf ..._.. .Ilh , Il. • FOR ,.r t'.,r 1!1.:C E•;L A I;r;1 !', i::t3'1'A"'f'I:...ti" I„�'�(:,I�, 11 is { :•e. I—:1: !(C ISCII WI• ♦SI'i A N I'1 1 i' 1\5f I:1\117;111_ ,.1i ' AI71:•$ Cl L° U,t gat AI+,LA ll''1 ►CIA I LO I�L11� A( P,I,ZI iii 1"1 fM 1 l Mw Nb d 1"'r. 11•��I I+:. W 1+.\a 4M 1:'1'' UPSTREAM i I+Ie1 :�!al �:� �} rig o�y �y , y 1s N A•N ..1.4.411 tom t t t 4 tf 8�7 { H PL M �) 0 3. 2 1a 4 24h 1 0., 00 (Jn �ti�tF 1 AL,DD�..,� TO THI9 1~. t'!II\ Or 0 0 1.. 3 Or 6 14. 0 0. 00 0,+,ti4,) SUMMARY 0. 0 0 10.3 A. 6 24. 1 0. 00 r t O Q YEN -•• "ANTTA'RR;Y FI_.OW 0. 00 GROUND UP 197. 17 STORM El (.1 ' 7. 43 GROUND Dt:)WN N :1.??'3„ 12 TOTAL IF"LI:? I -: 7.43' M i N:I:MIIM DROP = r;. LENGTH . . — DI I AM IN XN(.+1~IC::C~: i 8. 0O COVER UP 44 41 INVERT 191. 13 COVEE DOWN = INVERT DOWN N:. 189 '2 AV1 RACE DEPTH - 4 3 " 4 SLOPE FT/FT gg 0.011008J,"1 ACTUAL DROP 0. 2S ANALYSIS .,. FLOW Ir FULL = 11.08 SLOPE IF FULL 0, 00 ADDITIONAL CAP= 3. 61 FULL LOWER IN = 190. 38 VELOCITY FULL 6.25 TIME IN LINK = 0.44 '" ACTUAL. V1.1.L = 8.80 LINK COST = 0.00 • LATERAL 497. 68 LATERAL COST . 4. OO SYS**11�":14i L 2 4502.07 SYSTEM COST gg 00 • k,•.1, �,r �:_,fr„� .-ny. '� ..u: r ..«M..s ,..,.r�,..r._' *}�Mx+mnlw 'n:ur.:clnv�un,ectra:mi;v�'�„v....a:.c� � ux - 6 �.�Ir�y 1"•�•�•�R�1�Ir:�7.rY ril`�•i l I,f!•r� FOR f Il� �(�l.. f +` r 1, Y w1 \.� :.fi•��.c=.f a..A rr , !: F toT'.Y = - ' r L•.1 PACE 1 .y .4i,,t t•hE,1,L.l ti r; $.}Ter l',11.1; ,,,.R Y ..��r',►N.�/Rif r1 I•w Y 7 �1 �{A� 1 Ifl•U..YRlf/•H Y..P/,.r IN. f 11 tc')7 .` l I fi•'f «N I '1 fi��R.I"+ SUM MAX ,�fiy`�fi1�';l:L 1,!!'r 1•i�: 1 �..t.1 U �1, 1)41 W • '({+� M J�Y � � `Ir91V�V ��«I.y S,� I{ • J f\E •f e\. r •R� !N �'{� ... i",'01:' ti., �k.ilV;�<�. � ('"� rfi.Ml::, l.rfi"�� (•`'''\` {'`` UPS'r`R :AM PLOW 0. 0 0 r;O M 0 0 r ",'''S :, yy,, 1 ,fly �(a ' 1 V - - \d n •7 11 MJf A..•�i n ti� �I YI.�..f�. 9 I...',, SANITARY •R oW = 0. 00 GROUND U }. GROUND DOWN w „ 00 5 , rNCMUM pr _ . LENGTH »; 2`")2 9 INVERT u 189. 22 Cov c 185. 0'2 AVERAGE DEPTH .= 3« 4 � ,K LOPE: FT/FT ~: 0. 01883467 ACTUAL DROP w �. I ANALYSIS , FLOW x t�~ FULL fi . ee SLOPE Tr FULL ADDITIONAL L CANR_ 1. 53 FULL LOWER 10/ 34 • 7.24 TXHE IN LINK = 0. 52 e ACTUAL Vi..:L w,f 7. 12 LINK COST =M 0. 00 SUMMARY — LATERAL LENGTH= 720. 67 LATERAL COST :. .25 25.06 SYSTEM t OS'T = Il � III_ r. - . z1wWRY wuw ,+ r .,, ..,. ,,:. „a.-.:..> >v.-n.,r,:a.ar.,u a :.:. w...+,..., ..,Y.eaw,.y-Xa.,•....+.s.::: .,r.a ,..+«..,.<... .r .i.. , • t r .• I: A:1wAI L :; `f'U!:�'Y ' ( (:11 r.S I•(L.A h' TH.:.;: " AC[�': ; *% '7T1•I'„ t;:'' A fl) I:)I..:AW t.. ' ,...„ _„►; ti :i ” t h;; „�y,.... — w,.— .,—STORM .. w.. XN F:C . �i�`:!,d ' AREA CHJ,l:V ARrA aUM MAX FLOW FLo AoRrs,s [.,oP ,IL, t.: 1 t: LISA rTMC orCAS ci „a ADDED TO THIS LINK a„ Q 2.8 1. 1 �24» 0 0. 00 C'.,. ,�, SUMMARY 0. 0 0 2.8 1. 2 22. 0 • 0.00 0. 00 , o� GIVEN SANITARY FLOW 0. 00 GROUND UP :.h 195.47 STORE! 'PLOW ,:,t 2. 16 GROUND DOWN w ci) TOTAL FLOW = 2. 16 MINIMUM `DROP = 0. 00 r LENGTH 21. . 0rl DESIGN' — DIAM IN INCHES= 1 12.00 COVER UP = 2.88 INVERT UP = 191. 50 COVER DOWN .� 3. 13 INVERT DOWN = 184. 27 AVERAGE DEPTH = 4. 09 C °LOPE FT/ITT = 0. 0 03'1;3J797 ACTUAL DROP = 0. 00 ANALYSIS FLOW IF I: uLL 6..:5.2 SLOPE TT'' FULL = 0.00 T ADDITIONAL ITIONAL CAP= . M. 3 FULL LOWER IN = 190. 6 VELOCITY FULL 8.: 0 TIME IN LINN = 0. 57 ACTUAL VEL W 6.37, LINK C OS'r w . 0.00 • SUMMARY — LATERAL LENGTH= 217.00: LATERAL L COST = 0.00 ; ., SYSTEM LENGTH = 2742.06 SYSTEM. O$T = 0. 00 • •a • ,.• ,R1«.lc+i'S•f r."AYa,4uMU•I��GCI._[G'kL%.`x.`aT.'X1I.251 ;iCk.d,—r"C"41...r ti.....«'L.IGJ",.;:."""'^...., .4�N • r 1, I;D1,;;A:cNnGI 31't..11...).,.`7' I:C)l'''.:, 11 :01, 1..!Iw4 !.tiLfit 1"'el!'.I I,:.sTr 'rc S11 PA(7iE 14 , ^1F* 7TH C,;'" `N I) DRAW _:[i'r11•( 2 . ' AREA ;c u,1;V' AF',�I,;:r SUM i'iE1 i;�"IwCIW' FL,t!t.1,! 6 t;1°I:; ::a ��Iw"C:1!N`'LI1, it ("Its I: $.3. C A 4r 1:M i;" ,:1177'IL ('"r*.t, . 1 yt y�I`V'Y P+I�1t ♦` /}�{ i 2 , 00 11 U I«f S,�I1.R E P1 1.i t"1,..M W 0 tM 0 0 wvwf,. NI i., AN 2.2.. 5 Iti..�I 0 '11 11 00 I 3ATTLl:f;!; EAST r0 0 0 78 9 38.. 43ff Sri �J� 0r� r') r., I"■E,1.I..,:I..1'!43 s+r a 0. a a 10, 3 4+ 6 25. 1 a.. o o 0 1, , o: ` A I)I.D .D-,.:TO 1 fHI T 1:'3 I.«,1,1 4'1 I F i Y.,0 0 -3. 0, 7 'IS 0`7 1 1 00 0 0: 0c)). .' Si.1Mi1ARYr 0, (' 0 ' .•16,, 0 4S� .2 43 9 00 0„ 0t, c;,,EVEN -- ' SANITARY FLOW = 0.00 GROUND UP = 188. 49 STORM FLOW M 47. 47 GROUND DOWN = i 7„ a{ TOTAL FLOW 47. 47 MINIMUM DROP = 0. 00 LENGTH = 133.00 . . . , .a . . f . t 6 COVER UP " :INVERT UP = 183.07 COVER DOWN = 1.984'4'*'' ' • r INVERT DOWN = 182.27 AVERAGE' DEPTH . 6. 32 • SLOPE FF T f 1-'C' 0..0060150 3 ACTUAL DROP 0.. 20 ,r FLOW IF FULL, 81,1..86 SLOPE :Fr`' FULL ~► 0. 00 AODD1TZC:1NAL CAP= 44,39 FULL LOWER IN .►t '1E12. 39 VELOCITY FULL =M 7. 33 TIME IN LIMN. .r,. 0.29 C-TUA1:. v!....„1. 7.42 LINK COST = 0. 00 I t .JNMAI'si' .,,• LtA'r+1::6L. L! NGTHi,, '350 00 LATERAL COST f 0.00 faYS-11',:1.1 I...K,toaTH = ,4(376« ()6 8YFj1"Etfi COST (),. 00 Y ri . . . ., „, , + . , ( , , , .. , , , . 1 , d r - I .e..x�Y,,"it M..,Wn,>,.n4v.+.w '�' I ,«Y+,dNM+rhi'!"''�1�"SZ"••.,y•+aa..,firn3.aix�.wu,lrr�,n"M✓wr��4wWrµ.:A+r+,a..y„�.4•ww.wW,kM,.+x.,�+wi•,rw.x,"-�r" ,J 'LW4rW.wJr+«.b,/.. x t ..v,,..J�w�•,+.�---r+•.d a 'aaer,w =a uL.w r:,t x YJ _....mr6,.si�av:C x •• +jii , 'o "'•' all �i , K6 • , �;, a.m.H .". " ".,� ,•.. ,,... .: 1:,1",A;1:ts!At.;1._ .. 1't.►I.')Y I'''OR " -to1."1`E.t.'I•,'1;,'t''t 1'i'\1RR:l Iii,'.r1 ft'i'I:" 3" I,.'A(:i1:: 1;a ',':.;i. to"7'1'1"1 (::'1" `Aril:) 1'.)f.',:ALL.„1 £ `I. t r n 1' �,. :1.r�l a -.," irk+ , '- .,.,s t.♦ 'ti a I'''.a''r" :... ......:...F...., ...S'. :;}M ...•. A - ,,.y".y ice., � '�1�1��.� r�1 t l 1 e r... ...... �.�V'��I a!i., '.,..e .. ... 11\11:- i�1 "i�;1...• � 1.'1:!�I ''''" ' f)1'.",:111.:11 I':f'. Iii V Ai':I r1 $UM MAX l'.Lit 1-1. (�t1.,i .` : ACklµ3 1''(•11,L1. Cl::E,3 L. A `I isMt" t..'I::':u t'1...t., L1 I,,' 1 I�'s:I;:�1 M r:'L( 4 {) l) 0 96,, 0 4 ' 4't b 1 0 (X) t,,�i. 1,`,‘,,,1 ,� •• AL D1:,-I:) 'I'U i I :Ci" I..:Cc.41w 0h 0 0 1 il ;, 0a 'i I 4 1 0 ()1 i1r() ()H C'» 0.11,1f'1C1A1''Y 0r. 0 0 97. 4 4.i„ t:3 4,et 2 0 00 t „ f'r,• • C 'I:V:.':N SAN `1 A1,''+:Y FLOW t t)t? `�' Llil�l) UP 1 !17,, ;�{) O., ,.►Itit� STOF9I FLOW 47. 93 UR:OtiND DOWN 1.8:37, SO . i • TOTAL FLOW 47.93 MIN.XMtiM DROP ' ;., 00 L. LENGTH = 50. 00 • 1.)1'..,,',S ,' I IM IAa IN II<!i:,l1C..'c..3 '1 36,.00 COVER UP -� „ :L��, °`d'''''l \ INVERT UI•' 182.07 COVER DOWN = 2.48 ,., •,; INVERT DOWN = 181. 77 AVERAG1~`", DEPTH = 5. 58 1 SLOPE FT/FT = 0. 00600000 ACTUAL DROP' 0.20 r�NALYS ( ., , r FLOW IF' FULL 51,80 SLOPE :i`,F FULL = 0.00 'y ''1,1 r^, 1 C''I i1 � 1. Ca `°w 3., 86 FULL LOWER IN 181 (3"L VELOCITY FULL s,..t 7„,'.2 TIME. IN 1.,1 N1 - 0. 11 ACTUAL. V1^.1... 1.44 LTNI's coa'r = 0. 00 . SLli ".1AR .w ca ' LATERAL fu RAL LENG{•H= 1400.00 LATERAL COST = Os 00 . SYSTEM 1,:1:+:NCCI`1.'1 ;r: 24,;12Ei„06 SYt rEM C(3S ' 0. 0 ,.1•,, ., \• • * 87T4,. C7 AND DRAW -1 1:'►yCH CHAFE,,.-., --SLOPE,.- INVERT SURFACE SUIRr'A EL..CW.-, ' '" LONG LEFT CTk�, RICHT -FT/FT- -UP/ON- - DEPTH WIDTH " w wM. ,..t w 4 p1�, 260 2.b0 30. 0 2...0 Om 03269 179M00 179N45 0M4 w' 1.w $ 41.8 7. :: �;,a:, ' :1.70„ 80 1.7().95 • ,c"''' m a1U, dl . r 4 . I sxRM++rw.,wFnwa"wMae+�u'+�w.*rui.uw++.,.....0 a +-+..ru-.rw. �.•�.,•e.wa,M, . a W MU.wur+-.a„ rvt..bw .r wn..u� ', �" .: ,. -".�.. ;ctr�cy.�=a.it.�i..r,a�x-. .. .-..;_..rF a. ,;y�.��.r..�..: .,d ,.''....» m ,o,rr.....z. �-�.»y+mc:wc��r.#a ,�.•um,n .,� t}7>k•T;fiM:e��..:�=-'.1Y.' '�k'm:.r ,ti a•L , �, �' a • , S . w 01:::A'I:Nl lc",1''. , 1"(!I;) r 1..r(.4..)1*.;; ,i...1..1!:c:.1•,1...A 1 1,:,I,-, I:::,aTA`1'"IF..a l'i AC:,1: 16 ; x,. 4O1° 137.1"I Ili l:`,K' fl ND 1.)1;;;A1l,k 1,,, 1'NHy !:+ ',,, + ► ,. A i'`!.I.'1'i�;1.'r'„w r*.".,.xx { •T'171 l'i •- r,..,,..x I.1`:1 ', r11::;1:A 1:::(,)(..1:1:(,) AREA SUM MAX 1:-'LOW !.A.t': ACRES 1,° :11't„Ulrr, ACI:'iLS C.x(A TIME CI'�C. ;,r,l'''' . w «x r t.1 I: 1"1 ltx:A I'1 F`le.1:O W 0. 0 3l' . 4 4'3. 5 44 p ,X 0 x 0 0 00,,) 111:31:?III:D3 TO T1.'1'rt 1...:1 tK 0 o? U X13 ` t:3 0 0. 0() 0 ee ( '. SUMMARY 0. 0 0 1r,3S. 9 47.6 44 0. 00 `,ra (,r.:: �) s to.L VIE N -- SANITARY FLOW = 0. 00 GROUND UP = :187. 00 "‘ ,e)+ STORM FLOW = S2«0',: c 1:'fJtr1NI) DOWN :U37,, 00 TOTAL FLOW = S2. 03 MINIMUM DROP = 0. 0 LENGTH t,t SO 0 i.t) . aIC.N xx.x r ID I A N IN INC I I I;:: :: 42. 00 COVER UP * 2.5.0 ' INVtLR 1 UP = 180. 70 COVER DOWN «` 2. 79 INVERT DOWN = 180.40 AVF1;3AG E 1:3EF'rk = 6. 44 ,_.. ELOPE 1; T/F T M 0„ 00600000 ACTUAL DROP µ :t,+ 0 6 ANALYSIS -- .,t 1, . FLOW c F FULL 78. 14 S LO P E IF FULL = 0. 00 Y' ADDITIONAL CAP= 26. 10 FULL LOWER IN a 180. 87 VELOCITY FULL = 1'1 1.2 TIME IN LINK * 0. 11 COST OCTUAL Vl:l.. = 7.r i2 LINK CC3.�x T' 0. 00 SUMMARY M. LATERAL I.x.ENCC.r1.•I== 710. 04 LATERAL COST Os 0() SYSTEM LI Nt:T1.1 3235. 06 SYSTEM COST 4. 4f3 ' 87TH. �C't ANC) 1:aI AW .h \r" , rx i Nu.N{ xNa S Ni r'..i1.. �-1 YI"TCI'I S1;1AI°'C, L0 E INVERT SURFACE SI.)RF a F`'l.xxoW 'b' IL.._ONC LEFT C`T'I r ICh'1x1` -»FT/F+'r- �UP./DN_tx -UUP/DN- DEPTH WIDTH --C1'B3-„ .x*tail i.. ,. , 154 24 0 30.0 2. 0 0. 00.3S5 1x74. 00 170. t3t 0. 8 3 r4 51.9 7,e .15 169.30 170. 15 , ., t.y...s.• ,n ,�:,'Y^ w. �.0+:.u,. ... •r^.g b'1 r^7- •.rarw.tm ay6urye.:x -..Ymt.:Swm.^,i1. Camur.�.:twxr ."r+r-aa'•°sc�.J'.,',„! • I"Dil I, C;'1'11�.i' I::'(a1•; "I c: il�c.;!' L.i�•s 14• A1,4i, E`, Tt 11::.::: l'AA11" i;W :1.i " :Fi,!,?!h t !is , • '..‘')a • ,iat:!!E,.,!,I.,►`,± Il)R. LINHti 1 ., . At,I,1:'1";''t4;:,Y..•.4,.11... --.rM .STORM",,,.,.. "„rlr r1:NF;l:L^. r'l'Cst`, ACRESACRES I,'t';',-'1...1( ACE:1::.t''♦ ,;'1* A TIME (',,"'iil C,,' YiN J 1,I I / 1 1 V, 1 � 1 { / 1 1 n � ;1,01:6 i 1' AD;Di:)l�;'l) T C,a .r1'1u:s i 1 t¢i^+ O 0 0 ? _ f. 0) 00 !„ I,,I, , It.I r s a 0 � t± � � l?N ,� ,� � �4^ ' r $3l,!'l'1X1AItiY e;?„0 0 9 1.b 3 16. 0 0.00 tO r;;,rt (;)•C 1,1E i\! r. SAi',4,ITA1::Y ir'i..L()L. O. 00 GROUND UP :1: 20:1. 00 , iTC F h 1fl'L(:)W 2. 74 GROUND CDCiWN 196000 ,u TOTAL, FLOW' .w, 2. 74 MINIMUM DROP = 0. 20 . ' LENGTH 108 . 7 :ts , (:DL,.3^,CCN ..,, DIAM IN INCHES= i0. 00 COVER U 4. 3,09 . . INVERT U' : f �7M fr COVER DOWN = ',3'. 09 . p INVERT DOWN ~, 192. 00 AVERAGE DEPTH ,; 4. 00 ELOPE FT/FT = 0. 026h9427 ACTUAL DROP 0. 00 (: . ANALYSIS „„ FLOW IF F U`.r.l._; ' 3. 57 SLOPE IF FULL = 0. 01 ADDITIONAL CAPm 0. 82 FULL LOWER IN, = 194. 04 • VELOCITY FULL t 6. X55 TIME IN L:EN 0. 49 ACTUAL VEL 6. 32 LINK COST = 0. 00 e r SUMMARY — LATERAL LENC H•::t 188.72 LATERAL COST '"» 0, 00 ° SYSTEM LENGTH = 3603. 78 SYSTEM COST = 0. 00 ° 4,ISM .0i S ), , • t •r , ..y .,z:-m :,.d^°rrt6`'•—rrae ^::r?ie: a;.��...'y ,.1'. .. .. ! , \ rye ♦ , N ' z II I r I i 1 0 { • I,11,ri1P'!h 1,*3,.. ,.r'i'I!l:DY I.•(,)I..: ',..I.11,.(..l:1,1.A f°A►.-,.It L,a'trvr E` f.3 I'ACL , W 5� y1 1 !r ', � '1 41' M�`c�I 1 lw t,J I141.,P, DR., 1,.„INI.. r� Ir • r. ( .,- ,.I ,/:1 1'L•r11 I.;;Y.,N.N,. . .. .~ .,1. •V T O R{,..,.,, U...1.•1.,•••• ;1:1,1F IL N '1: , 4t, A1';r;A rnU GV AI"EA SUM MAY FLOW r , tltU A(,'F' II Ii" a t i t f�f�I "a . 1_(,) .,.r., U1' ,� I 1 „ f', N t,P'S. 1N SUMMARY(ryes \ 'r NAy '{ + rS(r CO Ul 1i 1A1�'.Y �f+. 0 0 2. 9 �7 . 3 16. 4 0 it �1/+� 0. 00 . CIV1::. I: ._, • e SANITARY FLOW 0. 00 GROUND UP 196. 00 STORM FLOW a1'N 6° GROUND DOWN 190 N 00 TOTAL F l..1(:zW - 2. 69 MINIMUM DROP r:3. DES I t: ~ OIAM IN :INCHES~ 1UN 00 COVER U1"' INVERT UP = 191. 80 COVER DOWN " 3. 09 I 1� �: i DOWN = 18 6. 00 AVERAGE DEPTH 4. 10 SLOPE FT/FT" ~ OO h x041 5982',3 ACTUAL DROP 0. 20 5. ( . rIALY,a,I:a ' 'b ,45 FLOW IF FULL :: 4. 48 SLOPE IF FULL = 0. 01 ADDITIONAL CAP= 1. 78 FULL LOWER IN = 189. 61 VELOCITY `FULL «1 8.21, TIME COST LINK :. 0. 31 r ACTUAL Vrig.I:~ »it 7, 39 LXNI.( COST Lt, 0. 00 0 ;i1t.1 I f,'1RY ,,,, LATERAL LIE NGII'Ik 328. 14 LATERAL COST 0 . 00 SYSTEM LENGTH = 3'743. 21 SYSTEM COST w 0, 00 l a , **9 I''A R ( 011--.;'1'....".A '.- )XTC.'1( 5I~1AI''~4, SLOP - INVERT' SURFACE SURF,. .�I„,oW~ L(,)N1 LEI` ' t"1�`R :t to 1 I- 'F . UP/DN»- "U.UP/IhN- DC; '''I"1..1 U:1.1)11.I r,r;..)-. '+ , If 1ee f` 2. 0 7 %�s� 2.0 OM 0:4421 h()L N L j 20(). ?0 0 N 2 1 , 1 W 4y..H ,5 7. 11/ 187.00 :107., 20 • • wrnd..y:M...' _ ♦':I,. Nr.II!»N:W. N.t f»Mro.'+x F..W4; wl M rrN .l,i..7.i i� u4,#W1.W -N•r;4 qyi w 1LYtIL�.wFw M W.N.IAA P.y ` . w . +]a.�x,. 1 • _..:...-..,..t-...:,A .,....,,....r..;........,.��:>..r..»,. .,.:-.i wr. . �:, .,. ...r ,a., i,:'4.,... .. ✓,.w1. . ..Y'atAN1".Mrr�.G;t"{'.J•4'.t 9 r.. . ra ... ...,_ .._. ,. I j 1 S I. '! r DRAINAGE STUDY rf ; ( i :I't1 PA RI,: ESTATES" PACE 19 I" i )N•)(' I I I k'14 ( l';:li'A I,:G N 1'{ ,,i. .� .,„t...„ , N;l 1 �ti f Y.. ... ...-+ ,,x r o I, . I,n a.,...,• -..• ; .. :: `r.:; .A L:(:)UIV AI I A UM MAX I'."1_(14t! F"I...("at:, At;R':;G I:.1(3PU1... A(: 1;:1 1;3 C44(4 3 :Liss;. 1:7,3 .. ;13C`4,1-1F:C1.(1_ C I.(1_I I:)1";.. 0 M 0 0 2 p 9 1»' .1",11 ('1 O3 11 O 11 0 11 f.)rn t •r.•, ADDED TO THIS LINK 0M 0 I4M aM iM 0 a 0u .J . .•...• • r SuM1�{AF laY Ow `. 0 :1.7.'',./' 7» .SM 6 011 00 I.)„ i,ttir a ("I I)I 't,a `, J;. I SANITARY .» •r 0. 00 GROUND U1 1 :te. i93..0 0 q sT0RM FLOW .••. 3 GROUND DOWN -. 195. 00 ./ ,� M Mir TOTAL FLOW " 1.2..23 MINIMl.!M DI. 01'"1 ~ 0,, 2e. • L..t NGTI-1 30. 00 o ' .-rte 1 1w tS c.G N .1». ,,{ A ''''' I)IAM IN IN(dFI11.3 21.00 UE' '»,F' UP = l. • :L Null 's U1'. = 105. 80 CO . ; R DOWN - 7. 48 CN PT DOWN LU5. 62 AVERAGE DEPTH 9„21 V .. ELC»oPE:: F 1/FT t:- 0. 00600000 ACTUAL 1:)1 OP '1 A.,....., ANA1-Y'3 G -:. FLOW IF I:rll1...1». 1 '.1M ; 0 SLOPE ! i"tJ1.,1.. 0, 00 . AOf?:I;»Y':CC1Ni'1L_ CAP:-.1 0. 06 FULL LOWER IN = :LSE 62 ° VELOCITY FULL .. 1i Ti,mEii IN LINt ()floc) AC:tUAl.. trI:1:L.. tt. 6.30 L X h4Fo COST `'" 0. 00 LATERAL LI NG1lx'1 410. 00 LATERAL COST . COS Y - 0. 00{ X i Y: ` af Lw NdM Tl °= - 153. 2� SYa EM COST U, 00 • p . (`1(* PA1.:1« AREA Y. . .w.1)xr T(»L I"1 S IH1 Al r.1-..“. .... 1_(_)r 1..-• I N V 1;,t IT S U 1i I'''''A C»,,l:; S 1.1 IR1'a r 11...0W-- I.:tJ f�!1»� 1...L_i"T f~.T 1". 1:�.C,�1�I T .-1'-'''r/FT.'» ..Ll I"',• ID N l,�P •.��t�! 05.4P T 141I u.1»0`Y'.. »-(»1•.c.?.»• 1 v1:.:-L..• p� ,,pP 'y pp�'� MM 33 rr1 �fr��, ♦�3t[J� [ •� -� -','I, a!'r 1 11 ` •" '4t .(.} 0 2.+0 2 15 Yk;�.. 2 H() O N {)c�.0 w.F�. 4 S 6 YI $ 1F'b „O S 0 H S 2 S a 2 1L 2 N .a.. -a, '.1' �6�y 0 1 � 1 p , ;:o a•'W 0 3;:I•„ (.0 A7.10 0. 0:1.000 :1x r).00 171. SO ' . 45.C7 ,?..# ka , - I tt w66w 00 16 3a$I»"..0 .I \„ 'r. , _..•••ra.ttbM-1�1*:d^.'""r1Y�"^rURA"'ItMMrtN'Tl^r'r'p.a rM».+.+M�w+Hwi.h�.naxMM:.r.1 �1v.'?ir.w-r+^'yWgwaw.r•--y'-+ww.,.».-.»wa+.+kr�...r.,1...,rw..- .-,. sSrd try _��.s r y..a s 1 ..t .Maa. ': t,,z1r- ..rrv�:r.rornx: tne.•<m��ws..'�x:,•ar'�.y�a.:�: .- :.-.,,,-,. v��-,:�1 Ilti wm1. k'''..,1- ID I:;'A 1:t`l A(:; S''I'I.!f)'Y' I;.(:)is " k'1°)1. t:;l 1..,(-I 1.�1 I:',I• 1.I:..0i 1' 1 C'I:_; I'''1"I(3E_ .,':,),(), . :r:. I':'r11�i? A I:;;(`!`1 t tai t. ;a ;:• w.MN.•M rt 'I r,�v —.•Y.. a.N•••...• •....W , ../... •....•.I..i•....M i.i,l r.,r._ M.I.Et c., ARE A`A ' . ;CIIIV F`ii i SUM MAX 1"I�DJW FL.(3 W , .g C «,e 4w I T S. 't w e frI { �"� ►• . ACRES F Y ; + . 1 • lii1'''1 'f'1:':11{'»Alwi li.'I-{a)W Os() 0 +: 7■7 1'!FyN J' 25. 7 0.()�1 '�!,, u1'f,) F J 1.1")4 CT AND Dl's OH 0 M .!.(:.li). 9 4'I• M 6 44, 4 ()w ()O '1,). (�'cr ..,7;:;_•' ADDED TO T1x.II,,y' I...INI( ONO 0 4. 4 Ma S1.1MMAI'oY 0 w 0 0 1,''_e., 1 .57. 6 A4. 4 () 0r) 0 d 1( • C,',IVEN / s A y r•« .IXY w � / GROUND , . i 3 2 n 0 0 . • ( T(:)R:H FLOW 62r.(:31'� GROUND DOWN 3 TOT Imo: "LOW g 6ti n t ; MINIMUM N I MUM �I P - 0„ 00 r '•I..F N C`1'1..1 100. 00 .+. 1:)I AM IN :ui`lC: !:'II Vii` "''"%. otl CC0VI7.R tip :I. N 8w, , X1NE R:T UP ::t :I 6!:), 97 COVER DOWN r. INVERT DOWN m 1.63. 9 f AVERAGE DEPTH 1.7 n: „ -. n , 2J ) 00O000 ACTUAL I AN`NLY( - .... ' , I-i...OW. ]F' i''(.1I.»L ;Sit 77n 2,� SLOPE IF FULL ,•..,•# iii#i#i##ii#n#iii " ADDITIONAL CAP.t —45. 46 FULL LOWER IN `,,'.0004.4 3tfl t$i# tl;4 s VELOCITY FULL = l:i N TIME IN LINK = . 0.21 : !. � VEL a -;?. (34 L I N I•. ( CST Y•..##ii o#i:lr'h;#i n f#i • .. ' 1:ts..- SUMMARY . fi LATERAL LENC'1 H . r r 0 LATERAL CD9T 00 SYSTEM LENC TH m 4973,a 1 gYSTEJi COST m 0.. 00 * 1 X T I;N t.� C I FF" - tM A lI1: THAN I N U hR C:D A L.TI.NR NATIl sto L•L t.J- :ca N,..•,. 'F I : � ; .44.... 1 14; MC)V11 41.E ' ., ' 2 AI.:I«.C.1W it.1RC..I"I AF:£Ji;w Or (iI"`I"'Iw(aX ti it. 140 FEET l k CONSTRUCT PARALL.E1.. ;6 INCH 1"'IPr ,,, (:‘.. 11::'A t:`.'.I:'rY ar N1 C ES 15 J, 2 r1I°'I''1.:41.O ( C(1,3 T tg 0 D 1.) Y u. .,, - x•+..M JLi'M»+•rv.M.Mninw.iLJ a' t..c, e _i.... ' _,riaw — . ' r;ak•.„;;„.,.., L:t,,,,, .... ••,. '.ru.... r.;11'.. • 'rm Y,' a ;34;;;t:',.e:_.# .mss+rt..w r,....,',,P,44a.V,.s=Yf, ^fr^:G:.:: r•..-...............4,',.-,, ..4 ' i 4 G w�. , ,... \, . . , a , , ,,,,,, . . ,,, . , ,,,,,,,,,, , u , CITY OF TIG1- D, OREGON ORDINANCE No. 78- /f . AN ORDINANCE ADOPTING FINDINGS WITH RESPECT TO AN APPLICATION BY . BILL GODWIN, BOB W`ESTLD,ND, FRED WORDIN AND FRANCIS SCHECKLA FOR ,. AN AMENDMENT TO THE 1970 ZONING MAP OF THE CITY OF T IGARD CHANGING THE ZONE DISTRICT OF A TRACT OF LAND ON S.W. SATTLER ROAD AND S.W. HALL BOULEVARD AND DEP.ICTEC, ON WASHINGTON COUNTY TAX MAP 2S1 1 AD AS TAX LMT 6400,. FROM R-7 ,, SINGLE FAMILY RESIDENTIAL TO R-7 P.D., a, 4 SINGLE FAMILY ,RESIDENTIAL PLANNED DEVELOPMENT AND ADOPTING EXHIBIT rr�" ?B" & "C GRANTING THE APPLICATION AND FIXING AN EFFECTIVE DATE. THE CITY OF TIGARD ORDAINS AS FOLLOWS : ,, Section 1: Finding that the lands hereinafter described have been heretofore and are now classified as City of Tigard R- 7 pursuant to the provisions of the City of Tigard's Zoning Ordinance and Tigard Ordinance No. 75-52, and further finding that pursuant • to prescribed procedures, the above stated application for a Zoning map amendment was heard in a public hearing held by the Tigard Planning Commission on December 6, 197?, and all interested persons .\. were there and then afforded an opportunity to be heard, and there- ,. after the Planning Commission ,filed its report and recommended approval with the City Recorder, a copy therefor hereto attached and by reference ;' , - made a part hereof, and the Council adopts the following substantive • findings: A. That the application conforms with the Tigard Community Plan, 1971. as adopted; and w . '4R. B. That the applicants have shown a community need for the . proposed development on the site herein described; and _., C. That it has been shown there would be no . adverse impact from, the ro osed development an adjacent sites, occupants' or activities; p P P p ,� � p ' and D. That the proposed location is most suitable for the applicant' s e'4` , proposed development;elo p ren t; a nd t ti E� 1 E. That development will coincide nc�de w .th the. provision of public lx c • , . streets, water, sewer, cnd power with tyre fulfillment of . � .k ; appropriate cond itions, , .' . Section 2 Thererorey Pureliant to the requirements or chapter 18.88 of the Tigard Mu.n.icipal Code, the ePPlicent' s request for an amendment of the Ti ar,d Zoning■1a of 197q to zone i;�hose lands described in the attached Exhibit "A" , for Single . Family Residential Planned Development ( p, p. p. ) i s hereby . .� approved, subject to the Provisions of Chap ter 15. 56 (Planned De velop- ment District) o the Tigard Municipal Code so embodied or . f t � - red �n . - exhibited by the document submitted and identiried as follows Exhibit tlA' - Le` al Description 9 p Exhibit neti - General Plan & Program ' ,' u Exhibit I'C+► Staff Report. .:..,-._1... :...:.:i y ..'1......+y+ �..wu...,,.. .. ._,cs .....,++..u,..q.. n .,.v 5wvu4v.•uvw wwr sw ..4�«:»w,...y........_... ... ,... , _ and further n a er sub jeci to the following conditx : � '• 1. That 15 feet of right--of- way be dedicated along the Hall Boulevard frontage for street improvement purposes. • • 2. That ten feet of night—of-way be dedicated along S.W. Settler . for street improvement purposes. 3. That a covenant be attached to the deed of any lots abutting S.W. d Settler Street and Hall Boulevard restricting direct access to 1 Battler Street and Hall Boulevard unless otherwise approved by the Tigard Planning Department. )44 ' 4. That the home o . Tax Lot 6401 be allowed temporary access to .. Hall Boulevard until such time as the street which will provide access to this lot, has !peel' constructed. 5. A storm water system plan and a water retention plan conforming to Washington County standards be submitted to the Public Works a Department prior to final plat approval. 6. That a half street improvement to collector, street standards be ��' ., made on the S.W.Sattler Street Frontage. No final plat will be recorded until construction drawings have been approved by the 4j _; Public Works Department and the necessary bond filed. ? -; .. 7. Thal; a ten foot easement to the public with a six root wide . asphalt walkway be provided adjacent the lot lines of Lots, 19 I and 20 for access to the "nature park" and the path continue . through the park to connect with S.W. 89th Avenue. ■ 8. Street intersections within the plat be aligned to intersect as close as possible at 90 degree angles. a , Dedicate to the city the 61,000 square foot nature Park «�a 9. ":.n the northwest corner of the parcel.located � h p P plan G10. Thai. the paths as shown on the ��eral lan be deleted between Lots 7, 8, 13 and 36 and 37. i • ' 11. A design plan for utilizing on—site trees in the incorporation of playground equipment for the park area be submitted to design review. 12. That the design of the landscape island in the southwest corner of the parcel be handled during the platting stage of the devel bment. . 1. ) 13. A plan design be submitted for design reviow approval which P submitted shows the exact location of the pedestriin path in the park area, the dimensions of the path, and materials to be incorporated in the construction of the path, to include provisions for traversing .r the drainage swate within the park area. PAGE 2 ORDINANCE No.78 i r q s^}!t*x,,,,fir. ��5s�r.. 1.a,n ..,. r A... ,'a IL,..„,..(„,,'.r, nt ,.1, rY « r T d �: .��, ,7Tgtn '�,.r:W d .., 4r C�iI 1 SFr' xaFs ��"a�y!'° ^�@ 1'a '• . -,.rb^, a . 1 w. u :,, ■ • � ...� F. _ , , s r/.smn c<r- xnnwk ayt!:cAacbsT.>Mt n+Y`,�=.w�. 5:=,..1,,,,,,,„,4,,� g?1 j `n',V'W '+R+.... r .p / ) ' n i, . 1 , ~ • . ./• ; 41'; .'1'.:.'''' ' - -' ' ' . ' ''' ' ''' . '''' ' ' ' ' ' ' ' J,, ( ,I 'a, .._C°l i ` w.:v a,, r 4 .make... ..,IL-,. :r.,Li,...,.,...'',4- :',L:::,,;:.1„ ...:_w Aw.,. f •cl '' 1 i l �' °, 14. That' lots l,,,-'' 14, and 15 'may be deuel��' l_.d on a half ' street$et '`' ' � set o, ido � m cor ` i cao n,. prvd that a 24 St av t-, 'i e ,, • , `;'' added sidewalk would be located ` on a private easement. ''�.r SECTION 3; This 'ordinance shall be effectiu,e on and after the . 1.,� '.nf, II; . 31st day -after its passage by the Council and approval of the 'Mayor. . PAS`;,ED: 8y , ;• 'i 0,.�)Lc - vote of all Council members present his ' 3; , day. of t/,;.,�•a.„c.., , 1978, • , after being read two, times by, number and title only,. ,.1.> ''''' ' '. ' , ' • ' .- - - ' ' ‘. i' •• ' ' ' ' ' ' - . ' ' , ' ' /' C. Recorder - Ci -y of' Ti .rd • ; A, APPROVED; By the Mayor this C3 ' day of . ,,+ - •e .,r,. , 39780 Mayor. -- City' of Tigard_.. or a j P`' { ' tti. ' ' ' ' ' + 'lA , DRDINANCE Nt�P 7t1`' ' _ ,ty.,.,v�us� .•i ...�. ar...� .ay.�rrrn �.r :m-�r:� „� ' r 1I ,., as. +w ' +.. �au9 e;. , o ar, � ''x"i^. � '4;, .Xa=7"" �T'r"`.Y.'r�s�tx�"'7^+e-^smu�:;w. .. . • J * ,} 4.' � � I l � �� r1..—� +J a r.. • rt - w.•_ ...... ,.,a,i.,.n ,.a.6...--. +.. ..",.t.,+.'�. ,,.._.,m ."w.�'aiY.i ,:,J,•.., .•.:.a ,.v" ,,. a.... _.a. ,r....., �.4.. " .--+.-.u._ ,..4.,,...., :., aw..... .•..�.,..,.a. _ . • C • (t « 1 I . t ,s« Its; 'w ?w i.4 f 1, MK Ud�Ci �"t 7 .y t0 App i c.e> t i\J' C Pt.,,�°" � , W: SKr �,.1l.«. ! :•:n, 12470 SW Main Street, RMB App;�iicatIo�:u M , •A ti"�"t4.'1 w° :'rl T' f t tir 1:110C; SW opp r Boones Ferry TRH• , class s A Dispensers • P r •,, ;'��.,. I c:r ': ^; °��, �' i . J1'165 SW Pacific Hray, R T► is w cap A, f a i r m t v N ' 1 't'+a Tt PS Ap;c«I w.c a t L4.YC3 1r la .wc°11 S't�.r;t T ht4` .e .M rket 0142,, E 7dC Ski' Commercial, PS Appi cat.ion:` plaza Cal t°jo,,,, r, 1.16'u SW Pacific MB 1io.atl,o : lb( Pi?z•1 13066 SW f if±c, H•lghw ty RMB Application ' Fr, r1 A t HWA„ ,tat py xw "4t iurant, formerly Sever, ,"; eas, 200 T•ig?r'd Plaza. RMB j•.. Rk,: `L.a r ,,d !..i(Jr. 1.01 o p44o' d1 mad by cli e,.f 't) Cc u"' A, r ^)•,I•aeck.1.a approved of the reporting format presented b tru Y..)) Mot1..c.',,1 .�y Councilman Cook, seco wed by Councilman checwkla to .,3Pprove „• t,he renew,:11 act 1 Y c .t ions and a?prove the new application for Frank Wang b, t1.1`h: HWA Vt.t l Approve utt d? ear \of«' of Council pre entr �� t r , ,ti • AN f, OEI)°1NANt E NO.. ,- t4 N .,.•kDINANCE ADOPTING FINDINb ,. WITH RESPECT TO A.N , ,� APPLICATION BY BILL O1)WINr BOB WESTLt1ND9 FRED WORDLN &N1' , "RANCIS' SCHECKLA FOR AN AMENDMENT TO THE t970 Z.,ONING MA OF I HE CITY OF TIGARD 9 CHANGING THE ZONE DISTRICT OF A 'TRACT OF LAND ON SW SATTLER ROAD AND SW NALL7 �Ay�BLVD AND 1.1l.T'J CAE ON WASHINGTON r,,O}lNNT b TAX D4A6iP 2S1 A.,•G 4A Y�. AS a,�",x'Y1 i. LOT 6400, FROM R-7, SINGLE FAMILY RESIDENTIAL TO R-7, 9, • �� i Nr I E FIN GLy IIFSIDENTJAI PLANNED DEVELOPMENT AND ADO r' Frx'u!'PI b:'1® "A.'9 "B", & "C" "R ai;T1NG THE APPLICATICN ANU EFFECTIVE DA1',E a a 1 �'4;? [ ,y c`tMur ! ?" "��" (•n•;)01, we 'cuded by Ctu •t`:i iran Wakem to adopt, a ROI 1, C'At 1. 47,0u v' .i1 "'av t�, ��'. t". 1a^a t % �" i' � »e,i1 W��t°! 'fit',r'R T�� t�.4 :o r,L,11,1[ T° doe tea conflict of intere t 'Niot z o I, tr °. ,E"•^;I U°,v 3r tk 1:,`h.10j tv vote of C J1p 1tci1 pre; ett o Le N a R'� 1 tSCL t. F ON DEc LARINr AN INTENT TO OFFER NON-FeI L ' ' SERr 14 E To :^7:T.: Rl+STDF'ti TS OF WASHIN(310N COUNTY WtTtl.`, FRAME O U OF c 7.:O0PEt A`1?VE LIBRARY SETc.VICES 1 AND 10 (.. t t.I° „"% ON AN ANNUM ASIS AS RAISED BY A COPNT4rWW tJ.)I', YEAR SERIAL LEVI AS COMPENSATION FOR OFFERING " I CI"1- • ti , " t a; l u tr for r or .*,ar ' th 1 :h , o'w•, tier be L..r' bieti tkl `,ti n !t,' Et. Iota City of • p 8r t. ,Lit t w'"Itt:lyt.° 1 M�"`�R' WU �•i<oi o rie'd b ` Cc i..StW y 9 LL p g 1 1 ry x�i+yy °. '� "a ..t 4 t,.(". tai C;i�t?d "i.H t4 t„ !.« P $. Co rKk..1 J•: th x- ,j. t. '1-,,,,,.,N 44,,,, , : ' L,� r ' ? ) motion by Council.raan Cook 6econded by Councilman Walter to approve a :i authorize execution of compliance agreement and cash escrow agreement by M Ayor and City Recorder. Approved by unanimous vote of she Councils �. lto � �� " a ;J MAYOR BISHOP'S STATE OF THE CITY ADDRESS. ' ( a) Mayor Bishop presented his annual address to Tigard and to the City � � Council stressing the need for cooperation to achieve present and long-' range goals and objectives p 1Or PUBLIC HEARING ZONE CHANGE REQUEST BY BILL GODWIN P rI) A request by Bill c.Godw�in for general plan and program review of proposed residential planned development for 18.92 acre parcel on S.W. Sattler Road and Hall Blvd. (Wash, Cc. Tax Man 2S1 11A D; Tax Lot 6400) 4' n (h) Councilman Scheckla excused himself from participation in this matter, due to a potent 1L .''onf1ict of interest 1 , , te, Council granted his request (c) Public hearing opened r 'w, „ .. r,.r (d) Summation of issues by Planning Director, Dick Bolen (e) No public testimony was offered (-) planning Director recommended approval . s. ( ) Public hearing closed, • n , . (h) ORDINANCE No. 78-04 AN ORDINANCE ADOPTING FINDINGS WITH RESPECT TO AN APPLICATION BY BILL GOD IN, BOB WESTLUND, FRED WORDIN AND FRANCIS SCHECI(LA. FOR AN AMENDMENT'TO THE 1970 ZONING MAP OF THE CITY UP TIGARD CHANGING THE ZONE DISTRICT OF A TRACT OF LAND, ON S.W. SATTLLP ROAD AND S.W HALL BOULEVARD AND DEPICTED ON - WASHINGTON COUNTY TAX MAP 281 11AD AS TAX LOT 6400, \, FROM R-7, SINGLE FAMILY RESIDENTIAL TO R-7 P.D„ SINGLE FAMILY RESIDENTIAL PLANNED ►)EVELCPMENT AND 7 1 • P 4; ADOPTING EXHIBIT "A", "B" & "C", GRANTING;THE APPLICATION AND FIXING AN EFFECTIVE 'DATE o: ` i.) Motion by Councilman Cook, s corded by Councilman Waken to adopt Ordinance No 78.04 ` i' ti ,tk t 1,� x by Councilman Cook, seconded by Council an Wakem to am.e- i m�; ipance No 78-04 04 as follows "Thai lot : 14, and L5 may be developed on a half street se; : �\-a, t•i ov i tic:d :t,aat a 241:" s t u:eat pavement section he added; elder a'k w,.acs,,, t '.: ,/'' ,y , 1 , L wsNCII.. 1INUTES . J auuary 23, 197 r I r 1'. Yw a � r , , ruw — r.d+-�(.-.:wt\nl..-A 4. .i ,kw'.... 1 hf..:.u[� +;+ ;. <TThtr,•.vm:'mry.'rzlMln,nr C�, 'uhlsdY-l.k".n:.,y^rtC J.'.0»..C"�..�&.'A'{+CCkX�$^Su S�fn{'.¢µw..'r.11CG.- 1 �4e,y� • ,.,f i 4 , Y . \ ku P Sin\ `.,_. ' � f L,(•:; f.t, d on 4 private easement." iw't. ;;, l t ,i a ou.p to amend approved by a 4 to 0 vote of Council. ; i_________________ t L) Mot:',011, rc adopt amended Ordinance Nov 78,-,04 approved by 4 t_p 'C 1.;,1.:`C.. ,'„,:c Council. 4oll call vote as follows: Mayor Bishops Cauno,i lme :. Cook, '' M 1.:rke l son!..nd Wakem voting Aye A Couuc i lz.an Schec l a was c,o w r. d �' he ..€n: , , tendance and thexefgre the Ordinance did not pass its' f'r,` reading py unanimous vote of all Councilmen present. Ordi .agnce a4. ;0 Ecoid reading, ` e 'G fBl.1C HEARING - ZONE CHANGE REQUEST BY R. H. CAFFALL. , . 4 •,:r A request by R. R. Caffa.it for a z6na map amendment to change the d„on.Ing designation for 159 acres on the north side of 100th Street bt.t.w e'n Ash and McDonald, (Washington County Tax Map 251 2CD/ Tax Lot 3100) flu''.. Public hearing apcne n 0.s. ) Summation of issues by Pl%nning DirectJr, Dick Bolen. ,7 , (d) n 'public testimony was offered. s ) Planning Director recommended approval. (n ) Public hearing closed i { e.w ORDINANCE No. 78-05 AN ORDINANCE ADOPTING FINDINGS WITH RESPECT T,it N 1: APPLICATION BY RICHARD H. CAFFALL FOR AN l tt"qMINI7N r TO THE 197) ZONING MAP OF THE CITY OF TIGARD CF4NI,. INC THE ZONE DISTRICT OF A TRACT OF LAND IN THE Nit ' SIDE OF S.W. 100TH STREET BETWEEN S.W. ASH AND S.L. /' McDONALD AND DEPICTED ON WASHINGTON ON COUNTY TAX MAP 2S1 2CD0 AS TAX LOT 3100, FROM WASHINGTON COUNT ;" t TO R-71 SINGLE FAMILY RESIDENTIAL AND ADOPTING.: EXHIBITS "A" "B"/ GRANTING THE APPLICATION AND FIXING AN EFFECTIVE DATE. ii- � i at .) Mu1•icyo by CouncilmAn Nickelson, seconded by Councilman Cook to d�L.:} i of diranc No. ''c'-05» • t z, °c vc.�d by unanimous vote of, t:ho Council, , Lot MOW H.i I:US SCIEDITb I SION SEWER EXTENSION R gUES1. , s. 7 , , Pl t .'e>nktrt1�oi 1; Cr t.y A,l winistr°ators re�orkmending approval of ,v t o . t stc,n to 57hudcw Hills subdivision fct, Edwards Industa.i r,w ..,1°, •. .., 'i ., to. cor ytr°uo t 0 si ll.e-family residences off null Nountaii Ro, tl ..,"" °' !L ( ., %.,1,.) c4,,'., ctit docu 1rrKnt $ to be presented to the City. tic',-- ,;.r„. 't'N 4 a G,'L .,l' qt ' to be signed by Edwards Industries 4'M4 rocor.12 ,w a0l,r t Ic. , , ,. to , , h -„.;.ei of land within the „subdivisic e v ,:ii l <rwun,., J J. L. Pal.',ey ect mtr.ended approval l` ,...,r ro „r ry;I 'f 'yf• py�.:Yi+iky'� .)1��H/ry4.p,.';1. to �U f . S#4weragia G ,,eilk,4.' of i+ila.:`'„'a : ",µ ,tl' y ♦ ,Is„, 1401,,,,Ttda. P Cori:'n. 4.tsit'9ih,p ' o-i k >r 1x'”kvl L N111.TTES - Javuary J,3, 1.978 ' Ik, — :•.u....c•x. w .,y.:n = s ....,.c,Ma_-..mars:aarc. �w-Meras,ccticrc:{rr-"„t y, '1 H p, • tt t • CI '°' ` G D • p. 0. Box 23557 r 12420 S. W. Main Tigard, Oregon 9722,E may 27, 1977 • Mr. Keith Richey 9050 S.W. Pinebrook Street . Tigard, Oregon 97223 Dear Mr Richey, • 'i You and your neighbors recently received notice of a proposed sub- division on .a 16 acre parcel of ground between your home, and S .W . Sattler Road, In response to your interest, please be advised that ` the lotting ,pattern as proposed was r ,j ected by the planning di rec L or wh0 notified the developer of the following ' � 'Please be advised that the planning director has determined that platting and modification of the drainage way is undo ti � policies •g Comm pity •' slra.b�.e and. c�ant��ar x to the po u, licze.� of the Tigard * Plan, 1971 . A revised lotting pattern as a Planned Unit De- velopme t (P.U.D. ) with retention of the drainage way and wooded area as an open recreation space would be more accept able . ,, When this PJJ D. plan is submitted for Planning Commission review, ' } you will be renotified by mail . For your information the parcel is designated, '`U l Density -- �Si a.ax Low �.e si,dential on the Tigard Community Plan , 1.971, which allows a gross den si'>y of four dwelling units per acre . This means that the prop- , erty will develop at the same overall density as the Pinebrook Sub , division Thank you for your interest and feel free to contact lhe planning de- partment office if any questions arise . Sinc+ Richard Daniels Associate Pl'any e RD/jh _ x.,.,,._... ,...+i_r «,...aft.. .?1., ,..w i r , ,f ' y' 4`1i `✓ ..,,4 :. ...-.. ,..,..i,...,«,..,+,..w,-,...-. ,,..... ._... ...M,...,..«...t..w. ,..,,,,.... a .a yf a #i ' ' • ,. M'pN, CITY TIGARD i ,,. ...,„...g . ,,,,,, i 1 . . P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 97223 ' May 27, 1977 e • Dwaine L. Flora 8840 S.W. Pinebrook Street Tigard Oregon 97223 Dear Mr. Flora: You and your neighbors recently received notice of a proposed sub, , ' • division on a 16 acre parcel of ground between your homes and S .W . W Settler }load In response to your interest, please be advised that the lotting pattern as proposed was rejected by the planning director who notified the developer of the following: .4 "Please be advised that the planning director has determined ` that platting and modification of tue drainage way is unde- - , sirable and contrary to the policies of the Tigard Community ,' Plan , 1971 . A revised lotting pattern as a Planned Unit Ike- ''',• velopment (P.U.D. ) with retention of the drainage way and .• wooded area as an open recreation space would be more accept-- _,. F able When this P.U.D, plan is submitted for Planning Commission review, , you will be renotified by mail For your information the parcel is designated "Urban Low Density Re- sidential'" on the Tigard Community Plan, 1971, which allows a gross density of four dwelling units per acre . This means that the prod @, ;; erty will develop at the same overall density as the Pinebrook Sub division Thank you for your interest and feel free to contact the planning deg partment office if any questions arise Sincerely, Richard Daniols ; Associate Plann��:r ,.'" ,i, .s _ aaa xrLcw. -.d ......Y.. .t, ,,...'7:,.: .✓ -.c:.« tr., ..�:+«,iwrs,.:e�;+ix^a.rt'xm .rl.uzrsY:.+.rxur. 'V1"•:FC'a7•7tle:;v'.Y ,t....C..,-M-' tkaHSge"Y2: Viµ} i ' "".1. 4 .., .. F_ [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] ty•; F,•, f (4. r,. ' CITY OF TIGARD • •+(,«a „x d'n 0. Box 23557 12420 S. W. Main • Tigard,. Oregon 97223 I14ay 27, 1977 • • Mrs . Clarence Wilson 14550 S .W. 88th Tigard., Oregon 97223 )4,, ; Dear Mrs. Wilson: w n • You and your neighbors recently received notice of a proposed sub �- , your homes and S .W . ;,, d.ivisi.onon a 16 acre parcel of ground between - Sattler Road. In response to your interest, please be advised that 8 proposed rejected by the planning director the lotting pattern a�� ro�osed wad re;j who notified the developer of the following:JM �. for has determined " .'x that the planning direr Please be act ise.,d tha 4 that plattang and rn ation of the drainage od� `ic way is unde- sirable and contrary to the policies of the Tigard Community Plan , 1, 71 . A revised lotting pattern as a Planned Unit De- velopment (P.U .D. ) with retention of the drainage way and wooded area as an open recreation space would be more accept- k able . " When this P.U.D. plan is submitted for Planning Commission review, ' you will be renotified by mail . our information the parcel is designated "Urban Low Density Re... • � For t+� ' � a gross .. si denti al" on the Ti. gard Community Plan , 1971, -which allows loti�s Pinebrook ebr..o Sub- density per density s means t . of Tour dwelling ling units peg acre This that the prop- , erty+wil,l develop at the same overall as the o. . division . 1 Tl�a�a r � you your our interest and feel free to contact the planning flew. • S. partment office if any questions arise. sincerely • Richard Daniels Associate Planner gip/jla • A • �wwr...�wnYlWetlNet`S'.'6:Yn YM 7::._: a. ..11.:,,„ .�S'...i. ....:. .+.,,.'1 .... v i.ncn mnaMm,:.n^.aww_u^x_♦.emnmyrmmc. w Y'�:!_"'•,L'v.'^ ,.•.w.p¢w'(..ru iW , n + ' .. ♦ _ � It • ''..,.r......-...a.n :«.a.-,.n ....,.: ..... :.... ..x. ,.n.r. ,.....0 ....,.<t...w . ..-1 Ii.,4 .. .r... ., ,.., ,1' ... ....1 � .. .a. ... ... aM3 1° • CITY OF TIGARD ,.. • P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 97223 I May 27, , 1977 Mr and Mrs. W.R. Thompson 8730 S .W. Pinebrook Street y. : Tigard, Oregon 97223 Dear Mr. and Mrs. Thompson: You and your neighbors recently received notice of a proposed sub_ division on a 16 acre parcel of ground between your homes and S .W. Sattler r 1 7 .terest please be advised that Battler Road. In response to your x the lotting pattern as proposed was rejected by the planning director who notified the developer of the following: "Please be advised that the planning director has determined that platting and modification of the drainage way is unde- sirable and contrary to the policies of the Tigard Community Plan 1971 . A revised Jotting pattern as a Planned Unit De- velopment (P.D.D.) with retention of the drainage way and wooded area as an open recreation space would be more accept- , able ." When this P.0 D, plan is submitted for PJannxng Commission review, you will be renotified by mail . sour information the parcel is designated "Ur Low Density Rem . For � "Urban sidenti al" on the Tigard Community Plan , 1971 , which allows a gross density of four dwelling units per acre. This means that the prop erty will develop at the same overall density as the Pin ebrook Sub- division . Tbani; you for your interest and feel free to eontar:t the p1'annin de- partment office if any questions arise. ' • Sincerely , " Richard Daniels 1,. Associate Planner ED/�i h , a 1 � r `y .„.+A,, �, , ,,,-,. ,nk.e r.-v.w J... ...„.. ,.rt.{ ,.-.+,,�J„»t,y.,,,,,, ..+«r`... , ,,.. , . ' ' ' . f: - '' ' ' . ( '' ' (7'''''''.', ' . . . -MAY 13s 1977 ;. b , 'Bruce Berger • In regards to the proposed preliminary plat for the '' 16 acre parcel between .N'ir. Sattler Road and S.W. ,12irnebraoI.c Street, east of S.W. 89th Avonue , -.•w ,. 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H W Y. s D ' , 97005 0-42 — 1 731 , = SUP SURVEYOR J CHi`�NI E M.. 840 N E. rye �^ - 9 ; 3 •4 -- 01 TO �11V�4 L PLAT A p r N �MES TO DE T l HE , - - - r/t,'-:-/-7e-e-•-• . 1,:, U - /Z--.. 1. .--gelt1 . __ _ , 722ay• ?)__ _ _..._. .. i,!: _ - r i .69 .- . ..., .- -, __ _.,.......-- 1 r r RI—i-RD A.DANIELS,Assoc.AlP - ASSOCIATE PLANNER !I , , �.<-II p CITY OF TIGARD : ' -i-_ [ _ 638-41?i 1` I 12420 S.W.itAiN STREET TIGARD.OREGON 9 7223 ' tjj y ,' t.0 i a-33� ,uy'f \, 1' Y } 1F F a lC ti, Doa),:' Property Ocher The attached map re:presentas a development proposal which, due to its location 4adi acont to p�.°ca ,,of:,ty owned or occupied by you or due to yor previously indicated interest, the City feels obli- gated to notify, you. pToposed development plans are available :for personal review in T.t. ;R;rd city gall; and written n co 'm nts may be lnb. ill1 L t c'"d for c+ ns' ,r1,r`'1"a°I 1 on at ac..;(1y t.ii!°+'e prior to{ they da.'t�:i of anticipated i ina r `� t 1 y'ee map for date t+� of final action. ) G�.4..r�.�L..►11.. \� -++ +6J t+l,SJ for+1. +,L Cd'•� y�. �.. �}�11,4 l Q •Y Y,Y • . ,, • r, 4,y , srrcy r>a.....:.u, s ....�._.t .[., „v.... ."-*--I r " /wry , 11 � "`'nit, ACfi ( 1 Y ,, ,a 1, t rl JI �T . ■ , 4 1 A PoR:r1o,f ollF- TAX LOT' A(0° 640(17 S l l 4 CITY 'OF rkrw'/ GA P D WvW$f-H NG ' N C O LI N Y OREGON . i SCALE I1 _ 100' APRIL 1977 . 1c..:w1C...a; i " '' I wDvY ,,. �'. � :}';w ,:, s.su r a;1•w .�.y �.r. .... .,. ...,...7).....„'1'' :t. _ - .._�. � f ,,,, ' ' '' 1 1 1.-----.4 7"i; .c:1. ,„'"7 . -T--- --- ‘ — , --:P----, • i " /\/ c p ' ' ./'..' 0 . f2,}t.,i_ -: . ! „� ; , // _:1. ,..„7 H °. 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RICHARD 0 -2`800 ----S..:•4 1 .AC RU4 4002„'4 " 90 W 98TH AV 11 CARD.0 GOM.-91 l J I t C► 1 .0'0 U 237 A'21376.2801 RG510 S 4 BAgOR �P t" u .: 1 k I 17:500 3.19AC A 2'( = f3G -5-$'-"'r G 843_0730 6/71 5111c 0 MG U JAM,_S L 1 GON-9722 p 17,500 ..� ♦ � �° �, ! 15805 SW 98TH AVE T],GARO, D'" :, ,REGON,R7Pt RU4 401d 02 A^21376^�8'2 Si7y'5W1+7,p tD PGRTLA -5, "'''''''' i A J 9'35 5W X30 M R0 .51110,_ t1.2Qtl 5• + 6.•'AC + A-21365-0800 MA.1VMKi,ROEOAGE JAC?. 683 W R NIT,\ �d`b="(3103 1J•4 6111Cb �3 '0�0 SUMI/ERFiELD N. PUDR-74002 4237. A-21376-2910 5MEt5, 1�3� JACK ,9,5 d.' A d.36 -0'DL ryAJQV Kl. O�tiG A-2l�`�•6^291 OUild RN f CI • . 9+i}r', 1 1630 LAR00 WAY GLENOALE, CA,1202 - L• N•yU."1. '02 +.'' r" '" RH 12 .33 SW TH AVE PORT -00-1�4,0d7 U /74 -S113C0 UMH t ROOM 304 UNION STATI *.I.," Y A-21365-1000 TUAI.AtO FRANKLIN 4, uR9 /, .+ - LI1C• z {S MAJCt Jj51NY CO R (RAN II 1 102,500 15.70AC R-7P-0 4002 0237 A-21376-3000 PRE55NALL• KENNETH D t. r �- ' .0 RM 312N333 SW 5TH AVE PORTL''' •t OR 97-0 1 102.504 p 0 aB A '}6-300 SH y8-tl745 l0/'13-51110 6 AC AU! 6830 SW '4,1TA RD T1 `Is., to I r/✓A-21366-0900 HATFIELD. N 0 F 3GG 16TH A TtGA_• •R6.4G�• 3:,p 1_,"Ofld 3.. 'D 1 RU4 G 10 SU IOTCIFI E- AT1N-FR NK 1 Si! U A-T`u''/ - t l+s 5,04 UN N SITA fig • 39,100 44.57AC 032 0238 A^2t37O-3100 EVURT2.hURNlT1UtNE V I.Tli w EGON 972-3, -51110 25,000 HU4 1012 02 PO � • � i}� A_ t; -�1D SAi•0 SW 5ATTl.ER OR TIGARD, 13.2Q0 e A-21366-iD0.1 MILLER. Kr.. TH L AGNAR •' OF! 7 5l 1i x,4+0 t-.240 600 .AC ' 1. „-, aT rR D CARD ��_�-?•• A-21376 7!801 PREDELIVFRY SERVICE C '.w .* NARO J 57 500 75.800 9.15AG RU4 4012 0238 • • SAS 14 RI •'816-'972. 18,300 •U4 `,:•02 0 3 A-2 76 _0 p-. 1194.41.4-PI-M2 VF DA ' a pi A-21366-110 6200 SW SATTLER DR'TiGARD; 816-0037 12/6r 511.10 a 1•p, ,-�AC 14880 5W 7 A- 1'•6-1 ' 1:•y D�C;4M16C. HENRY L V0 TIGAR r g722' 4,40 { 154�5 �^. ri Ei4=05. 70 Sll f) RU4 ,�1,,. ` 5032 0236 A-21376�s810 SDUU`HtE1�RNI�OP�NACT TI N P, N i KENNET !.. 97223 10.800 21.100 B.�6AC •0 fE0 NELSUN CO ANY _, e ,g-r3-66. - - 1 66^1 MBB60RSNASATTLER RD TIGARD SlllO 10,300 RU4 4 12 "UU�C3H A 21176=� P O 80X 23343 PORTL 14:1 ' A-21366-1301 SA LER. JH1NL EVpT lOAR gB_y0 /'a 1I• I•0.9tl0 1 QO 118, ' 1'•= AG RU4 1012 0238 Ar2l3dl_0100 CL615 54EI HENRY RD T p1 k. 1912 • 3 A-213171-�100 76 585 I RD T A-21rG--If BARKER, MILDHE 879-0785 '9/67 -51110 4,200 12.600 16,800 .22A2 A-21366-1410 H_0645 ND' •REGON 97 19 «-'� �:15 i 10645 SMIL R�bAEE PORTLA��,�.�NJ g,�21_9 -, �0 t••+" R_7P..0 4002 0237 A^21381-0200.SNYDER. VERLE H ARLE ' A D 040-042 1•/ 1 tl 7775 SW ONIT(+.-R-D T . . ' "~"•1 A;-21365'1`• K'ItcK, OCOR E pGCLARA S .040 9722 164.000 160,^b0 28«COAG A-2t :1�'�,a WAN LR, VERLK U ,,. 9105 SW DURHAM RD TIGARD, 00N 9705 l0/TI -51110 { 2 01 7925 SW P TA Rb T A-21366^1501 KRETGK. GEORGE CLARA E IGAR 1070_04 -x+24• p, _2,001! 4. 7AC T - 00 W 1kT1.1 AV- 71GARD ORF'OaN�51"s 3 ',,,,,E,287 .11,7 8Y_TUAAT.IN OEVtsl;� N 0 ''i.....-. -„- M•2 3p'2 0,430 A„21301-0400 W�AVSR•Wp�` 3 DUrt 87 t,400 5.00AC . }t' A-21 6-0t 0 NELb0`-M• A •• 5112A 154.300 _ p 025• - B SWOJUAIA ST PC P 0 BOX 23343 PORTLAND. ORE N 97223 716:700 A,2'F3V1 U of 0492 J F ETAL UO 3'3AC M-2 ''','P' A-2 1 370-41 0 1 GERBER. J-R JR N 721•'+ AV 'S__4i•ORCUON 9,. a3-2* D. 0•' 4,800 3012 J23B A-213Ot 0500 KROESE, AOR IN Q- Y GE1LIAMS .HOARY T.O 11e6 t ,,0¢-5 51 dA ry-2 :065 5N JULIAA Rb..T UU .. GREG• 9'/223 120,500 1."19,000 11.32AG .•-� A-21 B-0102 E 13RE'SNAY VLLG O 5112A 255.5Q0 1. [J` D3� A- l.' 0 O-H TORAH ItiU1A5 WILLIAMS 'IR CONTROL 1440• SW 72ND •RTLAt 2 D,.l'MAC M'2 15000 5W BEEF BEND .' ,'' -S•1�1SAG. .-•--•7•,1•0 -1•. i1 LEAS "ll A-21376-Q I0'a r PR jtS•�5'WA 1S 4 iL E TROD L1410. W 7 9.-.On A.•... 3012 0238 A-213'61•0700 415500 SW 55SF R0 of 27-r.800. MACWINERY E. t1 otn$r 219.604 at A- 1 •li-0104 Na�riSWLVLAT1N. •R 97062 5112A Y. `^ 3 1-0104 0-15 °DU5N 6t-EF 9END 1 0• 1-..,1.0 MAC 1NLRY Ei I rare ¢. ra A-21376-0105 TED NELSON_CD .ON -7 • bit A 0238 A-24381-0405 WGNNA. U 428 SW 7 N0 AVE Tien b 0• 133.400 S•26AC M_2M-4f3002 HANtk D C1 6 T5 N"4LS0 CO CO A-2T381 0 05 `lfiLt'•. -C1•'.1AlN AJ 4I, A- I _14280 SW'72N0 AVE TiGARb, 0•GOFI 9722 133,400 .1 ,p p 1056-0240 11!75^5112A .:pl I,67AC 1445 SW HALCONLC • 61, A-21381°tOtlO YOUNG, R L HIE' $ i A-21375 4204 .PDO DNA_L0N3304.,PORRT A11p 6._ 'N�6=t 3. I / 5-511 A M-3 3002 0238 7 W+IW 'C17 T ' COMPANY s•. 97223 ' SOA4 E 84.,700 84,^700 3. •, f 1CMALL rtt A 21 U O1 ED NE 3.3 3 PORTLAND. ORE -3'" i0 2 92 - A-2 �rl-►-V` 14120 f TALL LTLV n �+k 1 056-0240 11/75 'S112A .0 17 0 .04 C A..21376-0101 TPONELSON 0X30�PPNYT NO OREe.N - 'ltc^.A •'^0' 1 9, 3012 0238 A-2181-1110 0-H3AG+Lt0RN3 T40�A:1 5'•k' r . JO P M 43.100 2.53AC M•` NNALLOR', H Di. "y t ; A-21330'-0 •. QU Hf. OREGON 229 63,900 21.200 01 U2 : A- 1-112 420 NW 5KYLIIJ:OLVD PORTLAN 014_0684 3,75g 9112A ry- 14160 SW Flr♦LL BLV• r. �; "d,+: .`+ A-21376-0401 AI'IDERSEN. H A ETAL A Ibtti'1-'B 3J 5�700 97223`0 • 3012 0238 A-21381-1200 0-44y�OAIJNH NELL6,1. TT ..�0 INC 0 -0X 4 40 ISORTI, l _ I �F atrIT", JOSEPRI i r ND AVE P•'TLaN R 1--.--, 0 666,600 MACHINERY t E• M-2 A I. 1- "i0 A LLOA�, OE^^D".Im ��t1 xc { A-2-77r1-`,441.-2 9Y FOUGHT CO INC 142 a5 SW 5112A ry 3 L12 0 14300 SW HIGHWAY A a .,. .:OAC n•; ,,,,,, 0,2... •x,500 _ BL r .,7�,,,,J•''. + A-21376-040E FOtUtGHT WCOMNANY.IINC �R. , a7.23 / 'y"f'12A 1 r.c'00 A.213 -1311 W08I0, JUN�TH POP r�r� �p_� C l 7 M-2 3002 0210 3545 N "_�� t51k A-2-17)-6--W-0-0 O1RICHARD CT�1IPg4Y .REfiON 97• 3 98,:940 3.OBAC - .,4" H•43 II` MA.`' N ' 4 7 ' } PIKE. RICHARD HARD 0 PORTIANR 913-0602 1/73-5112A: 98:900 OA M_ c t 0 ` A-2 14370 SW HALL OLV F", ', i A-21376-0600 PIKE, RICHARD G o,,N 47 23 A-21361}14•• GREATER NEW YORK C i• 11:7••' 4 + O. 0238 P 0 yOX�"��3066 0 T AND OR 9�•C.3iD6• '2/ � ..l' A, ry-2 3012 Y.WiEK ¢ONAI D I'' ..• •' W t y'ERN l4RDS 78210 ^5.300' 214,640 5.ODAC +0 6'• EA17 A L xaM .. rl A- 1 p 0 AOx 32246 SAN ANTONIO, -'53-0026 11/73-9112A 139,300 139.300 : .. 1.20AG M-B ,432 0237 A- I : -1• 9105 h ADY CT'. t+" 4 A-21,./0-0610 NORT ER11 YARO5 , •+ - A-21301-1700 F NME1 i�D p y' 1.'a t ' W OM STEEL EEL CANO 1 +B=U'i J s Sl pR -722.f8.700 M a ` f IZ 't�0 fy 7300 455 834' Y TL R . 18,700 18.BOtl 31,500 11.47AG on- ., s w A- 1 Bl-810 6.0 , A- �'' x BET LEHEM STEEL COR 455-03-'4 ,• A 3 A W 5 is *. 3' i_ A-2'376-0740 DAVIS. L R 7222_ L a v t 415 SW 8i7N�?A R. I OARO 0'`01 034 1 .l1AC 9602 0237 _ 0 5773505 JGHHAF RI''TT�� _ A'-2I3B 1 1'90 .� ' /69-5112A sr + 37 {uj$ ., u 4 A^ 791^0172 3 L't5 , t u ' A-21376-0'190 L COLUMBIA NFTA R 5TUALA , 5. 600 07 p0 4 Ar A-971301"200' �`y065 SW 81ST T1*- .� 7455-5W 40N1TA RD Il1ALATlN. •R 87062 .S 12A- 0' 4 3012 x{237 AR F 7 9-OED i" ' ^ b 1Y1. ] A-21301-2140 BA4BN. CHARLES_ - . 51T e,1` ' 376•••800 HG_OAOR CL REN E"INtl C 't » 9 • �5112A 000 131,000 MACHINERY t E• tU •--7 - Yiyi.r ,11 ' ' A` pitAC - A' 01-- •U. N ��'� FT° ! I - 5 Ulf' '0 21 'O9 6405 OE RAMONA 5 A- 1376-4802'FIUGET DIE CASTINGS t A u� 7440 5W 40N17A TlOARb, GREG• 97223 20,200 1.67AC MA1 IOd"2 0237 A_2136i-2300 0R15MAN. JAMS AV r'' . � .�f, A-�•_0•.0 1CFAR AN 1MO HY 14.200 4635 W 'a 9 511 A 6-,OOR ,'`y � .7 .,r.*1 ` • 4 •<)4 .I A ■A 0''. ' .-7 A..21 81' 1+00 HM . A vl { t,,`;NPR+� A-21376-1000 Q048D , ROBieN K GON 9722.' t 800 - w,T t a , 1-'645 t5.et, AVE T1GAR0, O' -00•N a1t,A t'- g � 1 0 4002 0237 .0 p 1 :_ s 2 • 124 i Oki L 8,200 4..400 s,53AG 0901 NE HAL5EY - NA1 A 21301-2500 FB901 NE RICHARD.• I ''''''''''1'. a 4 x 1044-0606 9/70 .%5112A ' 'e? A- '' .- L AN, •G . r' !: W ,�. CE= H. � ..0 .4NN0 i:.-K • RKINDALE. MARION 4TH PORT- 0, 0' OON 97=3' 17. •, 158110 5W BEEF 01 4^y'.il"/":;4",":, pis t A-21376 1200 KtO,OF.BEP. GEOROETR 9320 SW ♦g�O54 !7 c A ", 0,400 14.400 F'v+l0 CREEK A.MAI 1012 4237 1301`^2704 CASE„CLIFFORD c. ,y,I tld ,„,,e "I f '1 -«3•G 1AL't S' °75116C67501- BR 5 . NY, A-2 0 A rim h}Rk+� I A- • 9 N o n •• 1/74 5i12A 5,000 • ' 7 iyt A d A-21376-1401!6p4sTs. VICTOR E 1, A r-•-_-' 0•• • 00• BG40 SW A lTA * a t . 1•+ a 1497?;SW 74TH Ave•a1 NARb 7•GON 97 ! 3002 0238 '' 47 tb' Es t- g4 -- , .FO 0 1'•N •1 p^ • -F'^ • c 36,600 1.6.00 A^21341-2600 WI040 SWTH0NITA,i - 30.000 04 ' A_ 0 0 0 L E i „+ At " 801-0559 12/74 . ORE,G 4720 ... '00 rl� �.. I.` •.' " 7 n 1' is^s A 2t37f5-1600 GT KING SAW VE 90 • �,�2 - ' , a� �$m '+ X •K1N0; HARVEY E 4505 SW BED ARO t7R P•1T�AN , OREGO ;,, 1 i .• •.f `vI 24,800 FANNO 1;..EEK A.MAl 3402 0 A- 1301 2910 pA ,OCLNFFdR • rM•A•, v I - !4 AW OR ,r . r'-`• AN , :04,500 t00 r x.113 ,i + 2 Eq�•• ,,,,,,;,„0,..•%.'G' X°r t, 1 ID04-0725 12/74-51t2A •r 7. •• A : _y•., ITN ' + • 3 30 t2 4234 14750 SW B15i` 238 27 J1 t 1 {!'Mft, s; A=�"1 6-1'6"GREEN'.BELT FOREST - A " rit s va � ,, D 80 1326''PGRTLAND, OR 9 47 • 7 - ! F AL 1� • -5112A 44,400 10!1920 49,20 v M-3 1A-21381 3100 RAZE JAHESMS.' �' � t D 1,.01 A4 LUNAR. It i _ v 11 r k , 7Q1r- d 1s <.1 1 • kwY76� 901 •GENERAL a2H COHPAN • ..r A - 14941 SN 81ST • • IY• + {/ O 80X""23333.TtGARb,ORE00 9722' 14,100 MAi 3002 0239 •t *`,'' M, ru6tN qA4 co - 47I.0 A`21381-31!00 GOUL0, LYDIA KO � ,w.. 22., ' 14900,S9„QJ.`•>•Tz• i e. 1 I r • I • s , .I V • + 1 P 1 222,:2 ... .. . .. ., .,:. .. ,...,, .� w 22,22,. //,,�.•.�mm.-tapn q.a a,n, , ,.aaa .: ,,...r.Wn..- . _.w+-....ncaw z,ew .. _ 2222. . ",+;%: •.A'..w. .,.1,� r • L .! t - 1 Y • • 1 9' t v 1� ♦ I� . �- . , . SMENT DATA ACREAGE 2 R T, F I r A RECORDING, ASS s ASSESSED TOTAL $ ADUITtON N T c ;4C�QUNT A SESS (J OWNER & ES IMPROVE. 1G I o NUMBER L. MAP SI'1ENT D/11,� ACREAGE Z R I T • S p A z IMPROVE.' 2`• G D E - BOOK-PAGE •ACQ• NO. ASSESSED ASSESSED TOTAL $ ADDITION N MARKET /' M� I L I NG ADDRESS VALUE SUED I I', . ,,� 27.300 34.200 • 1012 02 A_ $ -v5 p - t' DATE LAND LMPROVE. MARKET / t T 2 Dt� lol2 do 37 TTH S 3 ,fi„ - n A-213S3-4000 ?9050gSW•PINEDRHOK TERRACE 7! AI -O 8/' ! IA. VALUE SUBDIVISION G O D RDi'OR 223 ' •3, " ' 22.400 R-7 IDJ U2 A=_! 5S- , . • 1002-0468 11/74-5111-0 0` 30'2 t=OO ... E 29.300 7 0 MA S ' ARr 0; 1. HA�L, EGUN 6.900 24,900 31.800r r 0„ ':R-7 ioie .0237 A-21355-4800 G0990 C'N P'IEBROOKCT GA 1'56�0"'a' 1 /..-. • llt� l'1NEBROOk TER!R-7 . 1012 023'7 3J,,9311---T-"•---,^-- I LLMOR'. RUTH N R0: 0'•GON 9722. E 2 p g 300 2T3-'0, P N :•. ' 24.000 50,900 i'1NEBROGk .ER R-7 tl O 7 A- 1 9 U O EEN 1Wp��jBRn S7 TIGARd '5111.10 R` 1 r 1 D L012 0 , T-' 'NVA M OR_GO �_+3 : 6,900 23,500 30,400 GTFOO -T _. 237 -.,213 �Q00 HOPKI L'Qy�RAIGCARD. tl.GON 9722 11 AO 0 2 �0 R-7 1012 0237 23.000 1.12 Wb23� ` ' l S1t11D 6.900 30,500 l.R-7 A- 1 t+0 F OFTn .�N T-T�- Q OROON 23 1_� D z or 1012 0237 : ERD J 10'4-0.05 /T' 2b"",500 R-7 101.2 0237 • 2,•9"5.5 1,: r 'PI A-21 r-S2d0 STICKLSW P1LEOROOk RD TIGARO, OR 97223 III- B.9•0 y. , BR 0 E LU1 .. `b 1 SF`p LEO D DOROTHY 1. Op �' 6 4Or 18.4tAC U 37 A- t 5 -b 10 DOLL , HAY N' OQ TIOARD OftEGON 9 2 "5111-0 6.900 tot . 1.•13790 SW 20,200 +� 68 tip, 8.22-1 202 0237 A-2135. PINEBROOJ YC 27,100 1012 0237 18,900 -""� - 4'1? 7 `�`540U OLSEN, GEORGE 0 K ST T10AR0, OREGON 9 1 A. fi •00 tt1 OTY' 24,900 .SSA A 21 97 W P(N B bUY�gCD�R!G M �~5111Ab Op 3 ,`00 CTY R-7 1012 05z5500 T. SON;AG-SU ANA O R -7 2 6:900 1, U2 4 SOb 1 OQU X37 W V 19,800 96,700 �+___ .75 Qy.T �: A-2 1355-56 0 0 THOMFSON PINEBROOK RD TIGAkD, OR 97223 l 1A 0.00 -----T CTY I s 37 9,600 U 37 WM R MIST A 2y,000 31. 00 27,000 3,19AC 730 SW P} 872-0911 w••k :1»7 4012 0237 A-21 5S- 0 8710 s!!.dNESROO .9T T GAR❑.. R GON 2/:72`5111,An. 6r�JOC' .22,500 29,100 C Y 1U!'� AC A-, SW PINEBROOK S1' '• ;Ap PINEBR001<TER CTY 1012 0237 e 1, 0• i.6-AC R-7 20e_ 0 37 '1355-Sept CAMPBELL. TIGARb• ORE ON 9 6,90, 2 ,, R--7 0 MICHAEL LYNN 23 19, pp 22,30Q 34:600 2.'OOAC ID02 2% A-5355 90 f`OAMP5-'SNBDP�rI 2€79,11,A1„ARD 0,..00t;0 Q-Q331 4/75 SIIIAD 7..800 C 101 0 ' R-7 •. x 7 . 25.000 32,800 28,JOi 34 i I noAC R- 1012 0237 A-21355-6000 RBNDaI(b.W Pl1NEBR00K ST TIGARD. =REGON S IIAD 6. OD PINEBROOK TER'CTY 1012 0237 • 28,100 06,700 pINE8R00K'TER 1012 r2 A-0-21-67-17-0-e401 .W'NF,L R 3 9 2 2tl DU0 P.50.9.0 "-"-- = V. TIGARG . OW n•� -5I AD 7 550 C I012 OcT'3 R-7 147 7 SW�HALLRi3LVp TIOARO, p 1 �3 5 (; 2 ,500 33,300 2'.200 1012 0237 A-21355-6200 C�R�AY, MAURINE A EGGN, 1 IA 7.800 34 y Il.'8btl PINE9R001< R-7 101 0 -/ A-Ll135y-620 Cl}091iR5W ryA L Vb T1GA,b 9'T2-Z 00 4,� 00 .0.0 CTY 1012 0237 34,ORQ : ^$111-0 7,6'0 C Y r01 C TER"R-1 IOC2 0" 735 SW 7? 3, 25,300 33100' A CTY 237 A-21355-8202 ORAY, M ST C1.A'IR PORTLAND, 0,-50.4.. 9720 'SI i 1 D .soo -`i-.L00 1012 0237•-URINE A 32. �0 30,Sou t8 ,2 +_ 69.5 SW 1 HNSON TIGARD OR 'S1Yi.AD QTY 1,1_ 0 Soul 36,'EDO • 0014 ACFT�-�LAjMATk n '11 47 ,3 7,800 25.300 33,100 �' ! 32.NU R-7 I1+12 0237 ,, yW HALL BLVD ylA�p F 1 Ar CTY A-2L3 MI r; r "EGGN 972= `'9'0 2UU 1012 0237 R» 112 0 I OR45 St 4 Si F E7 AL 1016-0036 3175 •4.10. Bag AC 21.900 A-A13.-. OU 5AF1LLE° 9MRT.AN. .-EGGN 97.1- SIIIAD 72.000 C '' •26,000 PINEBROOk'TCR'.R- , �mig0, J 8•SOD B0,500 0c 4,40 SI '„ 7 1012 0237 A-21357-0100 MARTCNG, JACOB DR TIGARD, •-E01'N 978-3 IIA• y. p, 18,924C CTY 4012 0237 - !UI 0 x OWEN$_,�I T 997-042510/74 51 4, 00 '4.32AC b 19,600 26,500 R A- 1 -U U1 f1AtOW AELEikTT'A O W 7T ItOARD, OR "ON x 1 i8A 16,000 C Y JO 2 o- I 22 200 i T10.l,ROVCLLE H. n'r'" , , R'7 1012 0237 A-, r•,- k LAUTT RONALD ANNA 046-DTab g'yAV 5311 - `- I 97 i8` OO RU4 4012 0237 I0 ,, b 2• -or - 273 , 0102 MAUNU. DELBERT A R ANNA M 14915 Sw 9rTH AV TIRARO: OREGON 97 3 '°U0 0900 •••r T=7 1012 0 ' P U NO -'t9 4 AY 7T 912"037?.i 3/93 _511'BA p 1x''00 2.00A y 19.000 25.9,00 h1NEDRDOK TER R-7 A- �Oa .O RL'151�Ii jE- - - � OR 9 1 500 RU v t 1 e 0TC7 p ill?'. 0237 A-� 13700'SW ASH TICARD.AO � "0 2.500 ,50Ac • 130 .f357»010,9 MAWHIRTER. ARL,IC L ORCGON.?213 I) eA 3.4..`" RU4 100? 0237 F.s• 8y .p , R_,.•: 1, 0 7 A-2 - 970.0„. W iCQ,ONA IGA O . 056-009.1 .172 SIl1BA , Up "�L+A`C`- °"'°. fi 4 ,p a '' 19.300 'tT2�p riAW111R CiT, A11L1�1 11 7"23 a' „moi) PINEDRO01: TER-• R-7 3.400 3:40tl 711AC ;f■ 9)41T• W MCGON LD TIGARDY ORa.ON 97223 5 1ISA fi,000 RU4 1002 i 1012 02;7 A 21357-0300 H955 SW MCDONA O 1. OO P EBROO 1}- R-'1 ,g; p 5 1 R 7 - 97BO ., LWNONA LbI9-0809 4r j5 1b 5tl� • TUUr1 1.1c 'c4,6D0: 31.,500 la1NEeR00K TER a 1012 0 3' A-Lf - Rte$ ARO OR_ __ 572.3 51118- 6,000 1010 0237 A 21357- 23,100 ea,lop 36AC t�T' 24,6rU 5305 WUBER, LD TIGARD ` IBA RU4 GEORGE OR.ON 97223 -.•00 , 1010 0237 ' p0 N B OK` i "-� 1010 p;, 5740 w MCOONA 1019-0865 4L7S -51918- . 3'n R y 100 + 20.400 2j,:�00 t°i• R-7 A' 7=1]<IpU FTtLEFEFiNE 1 A:D ORa.ON •I ?3 5,000 600 0 a 1020 ,923'; ,..„1307_06,0, 9760 SW MCD0FIALD'f 1 GARD, 5`600 36AC RU4 1012 0237 1'.:110 2 /,0, 9ORCHERT. LOUISE M OR ON 97223 SI1 "A 6, 00 21. 00 ' 18.500 l�,. - ! 12 114'7,71 e,' 1 -p „ 7R W C NA D IQAR5 OR �_5111BA r '0 6A ll4 , . -A,'•Q kALK, V OLA ONA7? 6.,00 15.400 1 1 O R-7 1012 0237 A» Z JANZEN. P615 9910 SW NC D. OI '/ ` UD 55AC 1 21 9 !' -'DUK 51357-060,. kALK, VIOLA L ALD TlGA ., ORC ON1972 1'O" t .SOi RU4 1012 0237 W -- S SFACk RICWAR 911-0 4-.,.3173 '5)118- 5,500 2` as AR./ LL 6 18,$00 25,400 I 1. 02 A-213 TW.IAt�i'Ety;f� j'E( CAW ^d�9p OW 4TH 1012' 0237 A!'21357.-0000 C TIGA O' 7 ? 23,530 3 1� �_ R-7 9910 SW ALBERT TIGARD, OR • pl.-1 Se 4I 5111 A 11.1, ' 5.500 TOMINAC. ALBERT D M 7223 ,, 47AC itl 1•1,_ , y90 SW MCOONAL T _ 6/70 1 e' A" i a1`U6pl, c14020{C, Gl oaTN--"iD'�LD„AF1D. of7p_�64-D35e , II.. 2 ,goy 1.a2AC I0D�'. '�3 •� 0 7 � 20400 ...800 P1MERh0Ok TER" R-7 3 911 6.000 f4,ID0 1012 0237 A-21357-osoe'c4LIE7EN5EN?OHARRYOnRb, OR 9 20.100 36AC 2 , '0 29,100 F� 00k R- 23 1 19A 05 3 „ 1012 0237 • 5.900 1112 d A. la "08. 170 SW QOTH AV , , 32 BQb GA D •• -01119A fi 0 c PIN*00k TER R-7 H MPT01T �QbT H T _G L "S IiBA 5.300 28.100 35,400 A 'U4 I. +:" N1It 1012 1,'37' A-2135 W9SER,SF MCDONALD , REGO 73AC 1012 0237 11, F.IOD I A 7 5954 1 RANCIS p ST T10ARD . N 97 1.1:A ;U, RU4 e 9 4d SW_yCDQNA tl 31.0' 1 .0",_ C.ARIAG- 60NN I' T 711-9. .,'011_1011111 , , R-7 ldi2 '4 37 �4I34 SW 1007H A1'E� 1 -S1J 18A 6 000' 22,900 RU4 , =. . .M1,, A-21357-0800 B.4K3p. W09ERT , "-COON 970.3 1 6, . 4 1012 Ocn37 3 0' .. AC . 'i 0 39 A-` 9 U rH 28:4,0' .35r1c 7'.fibb TNCBROOK T,R R. .,1 14ypp7p` 11NQALALe--OOAi'D SLIIBA „0 ,si RU ' 1.I .lU;TD D -- _-oR(Gr 97223;41 BI73 6.000 34.5tl0' p 101E 0 � N 100719 T10A ' 26,900 + „ 237 A-c13 7-0 K R_•_ VELYG =A ��p 2. E R, c 3 900 'TIGARDVILIE`Ha RU �•r/, r. 5 .900 i IiROGEORGC R 06 9.300 ' 26,200 PINE6R00 4 A- 97- , C - d.-,i •z,:,, 541 E . OREO.. ' RU4 1012 0237 I k TER' fb18, M SILLY Tl A D .-. 0 o.0 51118- 12,000 31,600 10 D 14235.sw 97714 AVE TIGARD, 0•'GON'9722 43.600 1.80-0 RU4 I012 0237 �YI .4,i _" 1'. ") 0237 A-013$7-1100 PENRDS /1'/• I:A 0 - .70Q w STY 1012 0 A »cua ON . OH M TL C„INQRC 093 .5Y74 SIl'IBA 2c. U 31,�Oi 5� i� kfi t3 3079 97TH .JVr r.M.- 6,500 16,400 7' n--- • " 33.600 237 A-21557»1 xnn u J.. )SUN �r ,r•T--L 1_69 w -09 �._nim v 16.5 ORGE 1 . I Y �4f�tl�L � --'�- � - 'a, 1 r - . , • rr. + ,� ' 0• �, r �' M1 • _ r a , • . . v r 5 �I . r, • r • - . • s. "� 1�' ir*r alp ' m _• ' M1 1 . • Y. V. r q 4. \ . , ■ , 0 \ 1 • :4y., °°*,, m ..»,...,z" .nu,ypnum4• ' • , 1., M17A. ,..,wb ww...•FIW,7n.y ." a.m5s« . r. ,�� :�rr•- . .-n...n lA 1 .... n,,...4 Y.. < '.r • � PpY 114 dd1 -/M 0 1977 city May 9, 19?? Richard Bolen Planning Director City Q.f Tigard 1420 SWMain Street Tigard, Oregon 97223 Dear Mr. Bolen We have been informed that there is now being planned a development of sixty-one houses on a 16.0 acre parcel of land between Pinebrook St. , Sattier Road t. Hall Blvd. and Sid' 89th Ave. It is disturbing to see the City of Tigard persist In its policy of high density housing development. It would saem that the continuation of this type of develop- ment If;i11 inevitable, if it has not already, overtax the existing police and fire protection in Tigard, not to mention ti overcrowd the area's school, systems. Regarding this development in particular, it appears that it will substantially increase traffic on Pinebrook Street and Sattler Roado .'And since both of these streets deadend onto Hall Blvd. , all the addlitional traffic is forced onto an already overcrowded blvd. Is this good planning? We recognize that for an area to progress and prosper there must be growth. However one would hope that additional growth in the various areas of Tigard be in accord with a matter plan which would consider the need and concerns of the existing Tigard residents, not just a builder �)eeking to maximize the number of home sites on a parcel of land Sincerely, )// j/ Mr. & Mrs. W. R. Thompson T�3ardW Oregon 97223 tg e g 7 3 . _ • „.Y.-.. ...4.t.Y..... <.: ry. 'I t •m'w r,—mn''jILLV•.tf.ttl'or+rJ11 aAP.''AR"rW.i"'R"A'+WR:9'#fim'ACdNi.IDF.V;:=1.... •,.,..'N.T°p^SsarJ Cory y a • • '} }' % � 9050 SW pr.nebrook sty t Tigard, Oregon 97223 r;y ,' May 7, 1977 . Richard Bolen Planning Director City of Tigard 12420 SW Main Street Tigard, tlregtla 97223 p Dear tr, Bolen: We quote from the ore ca Fiobh and Wildlife Co sisionisgie idrLgt3 ,. Wildlife" st atemeat trade by Ceea,l D. Andrus, Secretary of the Interior, "If development can be; acc itipiishtd without l axtrcigt,g the envirxcrcentp 1w4 '11 a me uoi not on the side of developments but if development cannot be . cc©mpl i f'wit iett destruction to '. the environment, /111 ct'ti a down on t e side of tht environment every single ,• t ims 0'd o ' It is our feeling that t e environment not only on land use but the community, • ' �g � y , of Tigard would not beraf ,t in the manner suggested in having tear seventy-five new single dwellings i, the pineb'rook.Sattle,r built. The impact eon the comuiurttty can be taeasu•ed', Ia various ways: 1-. )ncrease in already overcrowded schools and schools not ,already built; 2, the itacre4st ef tax dollars to support such new schools; 3* the increase s to su pp ort additional fire, p olice wild hep ublac service xsonnel attr fdcil tr»es�, , ° ou d increase t of traffic onlr$.ad a crowded roads and highways C , . Already suggest you to try ride bicycle on Rail Blvd. alone to measure the traffic as we, have, done .nearly taking our lives in our hands.) 5. NOISE/ The impact. on the wildlife and land alone is reason cou to curt " wildlife g curtail a large degree ofiIcrease suggested. We have enjoyed numerous forum of wildlife such as um s uirrei large blue heron o.esasant co' of racoenss, and '• �-,`.i,... wood e�'ltC.�.� � t�s�3 r Y ,, a R. '� r � � � v g � r � es many, many other birds., The pond4 We. '.nde tetand, will re ta.L. but mat happens to the an y. „ g p to im,aa�,� inhabiting these areas and also the drainage from,,t . mans.will it go under the h ties? It is our understaning these ponds are fed from underground springs. VIts would like to make several suggestions I., not we repeat, do the woo aed ,rea and ineinding th e ponds but rather preserve t h e f or a "natural Park" or greenwsy' 2, Lower housing density, 5. Allow watersshed to remain "a atural'°' in the, wooded atta 4 Not allow any horse sight to be built or any 1111resrtdy built to have a4y najor r ad: or alley developed behind such property to interfere with, til.e privacy of the home. minimum of trees removed, for 89th Street. • 1 ` 'r y ^ v ' • v • . f ti I • We• k.a,ve , feT,q 1.St questioi s to ash. ; a1't. re4 o", should liTy vii.,ft a'td X nave for • e. .' staring fin the quiet a *ht ' - 1ale \$ ..i,it* ;+0 Til.gar.d4 .Ay bit;'titi roe 4,0t. u ', baelt: to 'tide *ftlise, poifu i *• a ikdi c 4ea 4rxis enC off' the glg. City, �.', We thilitic Y;t*. drab aanewer tihese, q teetio.4!iy, by a1 at 7,,„h, ave esclr; ud 4« k s. 3,otter. ' fit✓ `loge ',r l, wil�..,r*cos .eIT:otl o ideas haav Y pti.ietite m VIe$:.r 1;ca . *s1i t £au ra a atoppa ' ,..g ►4'•t i,, aa�ti ",tithe as +` LvLr'i lffle1,tal gu'uta+th r- forte 'vr&x'13, all be ` 16 ed 'tls,r to.toty is out cC nutu&3it . ((...f)-±9,\. • ' Kot.ithatildi0 • • p I Q 1. • ry , ra k 1 I _I ;x:: ,'• 1 . ••rwn-,1(...,�.„a,-pmnaa r.-�,.,f.7axaw�-rG-aFh ' '+r. u..t - . : 1. • ' rummy w I e . pa Dwaine L. Flor .,�, 88Lo S. Pi nebrook st. Tigard, Or 97223 Prope, ty Owner, Lot 7 ,n Pineb 400k Terrace Flay_ ., 1977 r lr. Richard Boleti City Planning Director , Tigard City Hall yTigard Oregon J RE E:NyTATIV.0; PLAT TAX LOT 6 .00 2 S 1 lI Dear Sir: i. Thank you for nod i±ying us of the proposed developmrzent of Tax Lot o ' 6400 2 ,,,', I IIAD. We appreciate having an opportunity to express or Views. "., After studying the map your office sent to us our major personal concern is what appears to be an alleyway or access drive along our property and the r/roperty adjacent to as clots # 73 & 7L ) This would, in ei fec is punt us between two streets and leave our neighbors bounded on three sides by roadways! We find this highly unacceptable and certainly hope this will not become reality. We know of no ctlie property owners • this s (or a y other) area who have been subjected • . to this type of situatio:'i LL future development takes place to the " east, this drive could be extended leaving nothing but roadway across the back of our ,firopertyt 'o In order to build homes aftd drives in the wooded area a great deal of grading, tiling and piping would be required. What then will be- come of the natural drainage and watershed which is the life support . system for the pond to the west? We had u,nder,�tood that there was to be an effort made to preserve the pond and wildlife. Would it be • �� totally unacceptable to leave the wooded portion natural? A very small percentage of this land is covered with timber. According to the map — 6.2)„ we have, it appears that a nia,ximtun of. 6 building lots would be eliminated if this timber were left untoucheo., That seems ac small price to pay s to help preserve the trees end country atmosphere of Pinebrook Terrace. . we are concerned also with the density of lots sraown in this proposed f1. r . development. With t"ae plan for building to t'`.e went of us approved . and construction under way between ginebrook an.d MCDonald Rd. we have a large number of new homes in the works already. If this new complex is approved, and the larger one near the High school also, there will F be over 200 N ,t " . s t this loimmediate o eh houses , e elusive of Summer- ti field! This means not j. a s hundreds or people. ,' 0 as , r-- .......e LuaE.rx ..:. n„nev�.-".x.�;aemrx..�.�c�+x.y,M.n.cr-rn�nu•y , ..�;um�n�rYra_..:�� _ ew��sacmua..,,,_.,,^,�,w ' , ., • • ti , 1.� l‘' ,,,, ) ,'"� !��fudhw. fit � 7 l •' n -.. Please, give consideration to what this means to Tigard in tea:ms of: • • A) OHOC)I S (There wa-s some difficulty in getting the recent bond issue • • passed and the expan,io a. allcawed by these funds could not t match the increased enrollment projected. for t .e entire ' ` School di st,;r ct. . . .uot if all bu .d.i,L g pro s l are approved! ) B) TRAFFIC • • 1. safety 2. congestion •C) POLICE PROTECTIOIT D) FIRE PROTECTION. E) & ROAD X.INT. ;gANCE (already a problem) Tigard just doesn't have facilities to aoco bnuodate so many peopie There is no room for downtown expantionz 141-itch means a sprawling business da.staiet and co atinued fi.gYats ov'er zoning changes. We have no recreational facilities or community buildings other than our schools. . . .and so on. We hope that our city planners are indeed • . • allowed to plan, we siAreiy need you! It would be a shame for Tigard to become another covgested arid troubled area instead of the deirable community it is Thank you for your time Yours truly, • • q x. . fir 44 • i �� JJ M.. ,.a _ ,.. ....�.,, .,,%e..�.;,. � ...fib..,...-,�.F"l..,� .. , „ , ..._.,, ..... . ..., .,.. is April 29', 1977 Dear Applicant : As you, are well aware, the City of Tigard has recently modified its procedures for review of subdivision preliminary plats. This change was initiated, in an effort to shorten the time pe::iod for review. The City Council further adopted Resolution 77-48 (en- close:) which established administrative procedures o d Council handling :, subdivision requests. In accordance with , the following review schedule will be utilized for those plans cur- . rently submitted April 27-29 • o Notice to surrounding property owners o Copy of preliminary plan sent to school, fire, water, sewerage districts April 27-May o City review for conformance to comprehensive plan and • subdivision ordinance May 9 o Final determination by planning director We are aware that this schedule may cause some hardship due to delay, but we are making every effort to address the problem in the most expelitious manner and appreciate your patience. Sincerely, Richard Daniels Associate Planner RD/j la w, Enclosure 4 *ocei;ar.._^r:-7u. 4...:;.._.:_.. .....,...,. .....,,..., f .»:::.y._...,a..,a...,v+w..camrrem. r?Wiceuua ."xb+z=...v:.::.,.(;:•..: .:.^.ava,u ..: II c.t7re 0 _ ' l::'!w°S• 1N'• '''''n ,t,.,..,x. s 1 s_''..!''[,V 1 vr`.i t'.,r`'•j :1( L. (.2,4`, i•i(..,r i"r • arC I`i' r� „ Fl)�rllC- -Eu to T•+ s�--- :tttnbr 4 _'• Ct o- Sti et 1,o•ation w '2_6b�J 5,/,,L..) e, 1.. e 1/''u P(.. C'f' ---- ec,t...0 e\-. - ,i.g.t- -Y3 s . _ f I Tax...xot(s) v terra f■ - ., ` ? _w S�onsor r.<.__- �-� °°--- _., _ Re's .1w • - --_ m '-__.7---- . „ .... Phone; >ut15: �._.,..,,_.._.,.v...,...w.. , Er)811leer — ,...-. _ or* LAND PRO 1 i Submitted.y Staff Prapoa1 '• lCtl,7':l+er of lots ..,r •«_ _._.._ . .___....- _--- i, r 7�+�, yr, - '1''ral:P.l 1-at Are a,_., 1�1�'«„��1,�.,.":.n...,.w..,,,.�..,__.,., .........>....�_..,.,....e.,r a. + i Lot l; dt t it':D� th 14:141«,--Q.,- _-...--.._.:m,•Y...__ ,......,_ ,,.. ,.--,w...... .-,..-.,. R T1 pi cal l+o _.._ y 3Z- »� v�..,�._ _._. hil2Col,i•Cia O ,...> ,_..._° . ;u of Total 1:rld in Stigels -....-,__.,_».,..w._._.,.v...,y..,...-.,.. .�..°. .._._._... .-._ ..s..- ..., 1„k?:irllUtrl Ct de of Street_ »__ _ ,.__.—.,•., j' wee i• ,._..,,.r ,.�....�. ...,."._._.M�._.r,,,.......�.».,...�. �..�.�?.�.a�? � STRLE1S and UTILITIES County ( r:u=has ( ) 5it':)G:ks, ) City Pistrlot :tit S1 t LICTI ITZI`S :le_. ., ,� t ' '. ht e 1:,'I E 3s J y Q]t ,, ii« _ j..--i.ill;d wur C,wz !T Fv - 70 ♦' •JtRl,rC} .. e J 16,,, act'p . ,.,♦I .'".,.74, . t ) i , w II rn . R. L. DRINKWATER PROFESSIONAL ENGINEER&LAND SURVEYOR 8285 S.W,'NIIU,BUS AVE..,SUITE 107 BEAVERTON,OREGON 97005 (5051 641.4444 • .. e1 .w .1 !. .. S • 7K..��I�ry...r��..."�`J.»+1•U��'IM�....ri__.h fi�j jq.71.""ld��1.11~� U...w•.w.p A•��...11««..•t.»n F• PREL,IMJ:NARY OUTBOUNDS fi, EsacRIr TIoN A ,CT' 'OF LAND L.00ATED IN SE 1/40 NE 1/4 OF SEC. 11 p T2S R:t.W,,W„M. WASHINGTON C:UUNTYY OREGON. MORE . PARTICULARLY ULARLY D CRIBED AS FOLLOWS. r BEGINNING, AT THE NE CORNER or THE RICHARDSON D. L. C. NO 44; THENCE WESTERLY 748. 88 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION. THENCE CONTINUING WESTERLY 377.03 FEET TO A POINT THENCE SOUTHLY I 1 6. 72 'ET TO A POINT' IN THE NORTH RIGHT or WAY OF S.W. SATTLER STREET (C0. RD NO. 727) ; THENCE EASTERLY ALONG SAID NORTH RIGHT OF WAY 1131. 90 FEET TO ITS INTERSECTION WITH THE WEST RIGHT Or. WAS7 OF S.W. IHtAL... BLVD. ; THENCE NORTHERLY ALONG SAID WEST RIGHT OF WAY 830.20 FEET TO ' A POIN't; THENCE WESTERLY 784.88 FEET TO A POINT; THENCE NORTH ,.RLY Sa 99 FEET ''Cl THE TRUE POINT OF :BEGINNING' OF THIS DESCRIPTION' n I [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]