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15865/15875 SW 74TH AVENUE r � TYi �I WAc4VA1N6 T4PN Ga0Vyl'r`*q . ell ?4OLT LoINNV 1 00WPj cam► eao IT%q 0000, o /2- I M I Loeb ta �lis I hl N► 11.{� �! *149%�T I r ( �. 111.111.7 jiFIT 1 ��l � � � ! ► �_� ! � I � f � � ( � I � f � II I � � � � � ! � � � � ► � f � � � III I � � !-�—� ! �`! �� l a � � I � � ! � f � �� fI � ! � I � ! � � ! +! � �� APRILLEGIBEE THAN ThIS NOTATION 2 I9331 �GI ? THIS DOCENT IS LESS IT IS DUE TO THE QUALITY OF THE ORIGINAL, DOCUMENT . - _r _ _ __ _ — _ No.3f) E 6Z gZ LZ Z I � Z fiZ EZ Z 1Z OZ 1116i IIII IIlI IUI IOliIllll IS( TIIIl�ilfili t11111(E11 t II llIt 6. 18 � 111IIIIZ I1IIIll ll1( Tllillll111111�111111�1111114{I� Iii11 1I111 II11 sII� wI � r v / 1 ► r 1 1 i r i 1 1 i l 1 r 1 ROSSETTI - MARIS, INC. ENGINEERING • SURVEYING • PLANNING • COiJSTRUCTION MANAGEMENT SEWER F' I l E. t. r 11'� ��' 1 '{I,l� •��;l� i1. }-�1�li 'J }�}1' f Z}�}�,1►1' ;t�i•l=� a i i c d 1 a f it k='�•e, t.r�} C i rd 1I Ft_.0WlR =ATE DIAMETER FIST _'-i r 01\1 '_,L0PE 'y F I_O� 47 ( Cl V5� Lo—Tt-7 Al 10 Tt�15 , J f ✓ (�` r--- E lY IST I 5 r o/ - r�� " 4403 �- -- .• ------OR GO 2263 NE CORNF LL ROAD HILLSBORO, OREGON 97124 (503) 648-3358 �IrrTH11-s DOO.�� ENT IS LESS -VIII II (� I III III III IIf II 11 {" hlf�`, j TTT F _ 1T 1�`1 t�1 III I ,Ii 11 . III 1 1 11i III ili IIi III III i11 III iII III 11 �I" `II 111 III 1111 ! Il iII 111 11 IIII LEGIBLE THAN Th I S NOTATION , I I APRIL I� � � 4 5 � g 9 10 11. �� 26 1993 7 IV. IS CUE TO 'SHF Q..'ALIITY OF �— —�— ---- THE ORIGINAL DOCUMENT . No.36 ( E i E=Z z IIOII.Zf 111 ILII i I Il 1 III I II I it l l i 111 �I 181{ III II �, I, Iill�►IIII Illlllll lil � !1 !11 IT.llf Il, II I fI lIII11 II i I I II 1i.1111 III I!111 I1111�111 ,IlIllIllf ZI� IIIIIII 1II Divan 111,91 �! I' IIIi1IItu I I • JOB 4: .__ — ROSSETTI-MARIS, INC. SHEET NO —_ —/-- — OF 2263 Northeast Cornell Road z HILLSBORO, OREGON °7124 CALCULATED BY v�_�. DATE -�--.-- (503) 648.3353 C H E I—W c D BY -- ---._ DATE SCALE,_ _ — --- 1• 40, _ `f - 1 G��L iii�� i�,�;r-;l� z511-5r i • � %%� _ � . % . �.,T,�-U G. Cis:�.Jam: ..� �.. G 1 i , 1 1 _ j ` 57 1 V I ..� _ -757-11 ol o"/ I/`J J ?" Tfi,X-6 DO iZN I S LESS 1 -- r •.... -� SII I �,LI III � if � � Il i l� � fI III III � I � � I � � fI I I iII � I � � l ;l�`I ► � I � SII IIIII � , � � IIIf � ; I �.IIII - ,.� TI i ) i LEC TB1aE 'THAN TSIIS NOTATIOP , � 1 � APRIL2 4 6 7 - 1 d 1116 1993 IV, TS DUE TO THE QUALITY OF THE ORIGINAL DOCUhENT INo.36 F 8 IL111.11 11 ' IIIIII 111bill 111111'lI TIII�I►�I I Illll � {4.1� IIIII�IIIit14I1II9II 11111 Jerry S. Maris, P.L.S. SHEET NO - �_f_ 7- -50FOF _ 2263 North,�eist Cornell Road - HII-LSBORO. OREGON 97124 CALCULATED BY .- ,`�[`j/ LATE __7- (503) 648--l-358 / 221-0114 CHECKED BY_ -._ _ DA.TE SCALE- 3.6 CALE_ _ x`293 7- o�� T/� -Zt7 �7"c/Oi 9 -51 --.-------�---- 13 7 i 1 ToP- !=8 3 �7 31 a 9 �37 .� C. ..:i j ... ::"r•;. ..... 1. I' , .. ,I �TH.$S DO , ENT I S LESS Tj fi( � I fIIII ! II LE Lh4 �_I�( I APRIL 26 993 IV, IS DUE TO THE QUALITY OE� THE ORIGINAL DOCUMENT . No.36 4b, -� £ 16Z SZ LZ I Z �� Z �Z £Z zz IL,� r111r11Ll�IIII 1111. 1111..IIII illlll111 IJII. Ill! 1Jl) ll l .l� I I� .. Ll 111111 l IZ11 Illi ll11161111 11811 TI 1 Il LIIIITI� 1', tIIS;I. I Iifill IiL£ll TIill 11 ZT 1 .1t1 1t1 11 �1J1t11i1 III 1611 1 11111 SI��I,IIIIII LIIIIIIIiI �I I IIfII IIII SII�►i�til I �illl�l(I 1Ill illliI {III t1I {I�lI I l i . ,. }V �Y M & M SURVEYORSJoe Jerry S. Maris, P.L.S. SHEET NO C�ZT, -'7 OF 2263 Northeast Cornell Road HILLSBORO. OREGON 97124 CA LC U L A T E 0 Bv_� r --!_ 0 A T E (503) 638-3358 / 221-0114 _--'— CHECKED BY ---- — DATE - - SCALE STEL ��SIIV4:5v - _._._ x'417.. _ 76 t/ 1 zo: N�if�. 7�3 I 1 iI f _._._ _. ;..... ....a _. _._�--...4 __�._._.... br lI TH,St3 DOCWENT IS LESS , I �I I :– � I Vpf rLE I APRILGIBfE HANT� 15 NOTATIONIV, IS DUE TO THE QUALITY OF 26_ 993 THE ORIGINAL DOCUMENT . No.36 OE 63 8Z LZ Z Z fiZ E'L Z TZ Z I 8T LT 9i �' � � T EI 7T tI � Y 6 8 L11 u �IJ 111lUlllll ll�IIII) 11 1 11116 11 l 111111 Ilil i 11 IIII 1111 III IIII! 1111 I I I I i 1 I 1 III Ilii Till 1.1 Ill 111.111 I,II 1 IIII IIIIIIiIi Illifllll illllilll IIII+�Ii � � �. IIS .,�illl�l!!I I ,i�lliillill�llllllll� II 1 J it • --. �- OREGON CONCRETE PIPE MANUFACTURERS 6 'N (ASSOCIATION) f. ) , ','r`�' — �. � � E ' '► t P. (TES) 5:: H4 S►SER E :.,1NEEP- VAf:AGER ;;� Vit = JF717 r .L .. i �� r�:•.� :..•.,r:.l, ORE- C':216 'J 'J E �•�sccI.s�o� . FLUB DIAGRAMS TELEPHONE y Z'• s�:'3 The following ing nova rams may be used for the solution of the Manning � g Formula for various ranges of discharge quantities and pipe sizes with the friction f actor 'In" equal to 0 . 013 .. Values may be determined if any two of the hydraulic quantities are known . If a reading falls between two diameters take the next larger diameter of commercial size pipe available in your area . I.0 TA B LE I -110 00001 -49.0 - 36 —:810 -. 33 �� 0.0002 30 - ko, 27 0.0003 1 24 0.0004 LS 5.0 T00.0005 .0006 4.0 21 -:7iC.0007 3�. ^,-`08 c _ I5 o f 2(} G O.0 02 0 -2.o s L �' 12 c 0.003 N CL — ° j10 �. ?Q,�`u a a� c CL 10 o -�Q0.1 0 � - U.9 c -,0.7 + 6 0.02 \�� ' _ > 4.0 \NI - 0 8 6 i � 003 cr i 5.4 -� lot 0 5 r0 :=0.07 - _ 0.08 03 o.I 7.0 -3 03 8.0 -�0.4 -::o 5 -:0 6 -11.0 L a(Ir) by T- i- nest I.J . Steel 19 > 3 } ' � . e •.• - }ii11 � :� )r: C; .- �-�: r�y , Inc . i ,I TH%%S DO MINT IS LESS , � IIIIIi rllltll IIIIIII � Ir1� I i ( I� I'� rTT IIi ( fI �a ,dell III SII � I III � I � III II � L.I ,� I . . III I ( I � � iI (`I�'Ii iI � � i I � � I � � I � � +� I i� i i III ! I illLEGI BLE THAN ThiI S NOTATION , 1 21 i I I I ( I I APRILWilt- 10 11 12 2 6 ! 993 IV, IS DUE TO THE QUALITY OF — __ l _.. _�_ THE ORIGINAL DOCUMENT . _ __ E +�3 8Z LZ 9Z 8Z fiZ EZ Z 1Z OZ 6i T11 LT 9T 5ifii EI ZT it 638 L9Z�II11 II111111111 ,1111111 I I ,��II IIII Illl IlllillU ll� 111111111 Lll�llll IIII�IIII IIIIIIIII II�Ililll �IIII�� I I I { I IIII) �Illllll.i IIIII1111111113;11 II F r, , ,_-LEMENTARY ' SCHOOL J - - - YS Zjt 1 •,�`. ;�`� 1:---J �--,- �•-• 1 � � � � -ted' !i -u400,ILZ � Q� N Ln T D f m In rn C�� I I f 72 nd AVG . 21„ ;� 1 / Z W. 12„ 72 n d � 2 -- -� 1.1 _�--- ------._. ---- , • }'� � i I in O 4� ext ! ' I a M jl� ...r, t I' LEG)-'BLE EG T_B LE THAN ThI S .':OTATION , � l � I - I I I , I Ile -16 D0M4NT IS LESS r7rp I III II APRILMIS DUE TO THE UALITY OF 7 10 x2126 19,33 3 ORIGINAL DOCUMENT . _ THENo-36 �` M._.... OC 6Z gZ � Z Z �Z EZ Z TZ OZ 16 [ T LI 9I ST ZY TT i 6 R ! L E Z i F�,, JIM �I! II IIIII , ll�lll I 'I I I III) LIII I �� I I 1111111 1111111111IIIlillli1JII �rr FLOOD PLAIN 1NFORMATION REQUEST SHEET WASHINGTON COUNTY, OREGON DEAPARTMENT OF LAND USE AND TRANSPORTATION FEE : • 20.00 DATr : /Z196 Check items desired for the property described by the Tax Map No . 2 S% — /� D� Please determine the 100 year Flood Plain Water Surface Elevation . C�' Please enclose information on the nearest County Bench Mark for reference 1Uy my surveyor or engineer . I understand that it is my responsibility to determine the exact location of the flood plain inundation based on the above requested information . Applicant ' s Signature 1 J Name a � Mai �i nng Address JUL 1. 2 "988 LAND USE & RTAT I O N TRANSF© City, State, Zip WASHINGTON COUNTY Phone : Do Not Mark Below Line DATE : ❑ This property lies in an incorporated area . Please request information from that city. ❑ This property is not in a Flood Plain or Drainage hazard Area n This property is inundated by a Drainage Hazard Area . By ordinance it is the respons i b 1 i ty of the property owner to determine the elevations a.nd i nindat i on for the 25 year event . The 100 year flood p1ain elevation i s as follows : — ems lam ! ( Referencp ' U . S . Army Corps of Engineers Study. ❑ 1974 County Map Series . ) 114 ll Bench Mark information is attached . -7 7 FLOODPLA/br a. ..... .. ..... :i. 4-4-88 ,IFS TKVS D06iMFNT IS LESS � IrALEGIBLE TH N. ThIS NOTATION , � � 1 � � I .111116 I II � I ( { IV, IS DUE TO THE QUALITY OF 8I 1' 0i _ 1. 1 I 1I I 2I APRIL -- 26 1 993 �` .. THE ORIGINAL DOCUMENT . — _ _ No.36 _ „1 E 6Z .ILII 111111i,1,I1,11.111..L'I II-iI1 l� � Ill 1EZ Z i IZT � TI I9 II1h111. 1U1 II1 1111111 1111 IIL! ILII IIII IIII Ilil ILII ,IIII ,lll I I I,II .IIII IIII Illi Illi �1 111 111 LIII 1111 1.111111111IlIIIII��IIII�lil�� ' i REPORT Uri CUNDIIiOm OF SkjkV = 1 Mr.1�r,cK Was incton County Leila_tni;.it of Pu�Dii= Worvs' Name or r)estRnation: B . M. 176 Uescrlr►ed in: mate: Oregon Counr)-: Washington Estabiisned by : Year Mark starched for or recovered by: Name Organization - -_ Oate of report Adaress Condition of marks: List lerters and numbers fo-.nd sremned in inot cast inl each snarl.. Marie stamped: £,�' I�`'� C.onaition: DesC+iation: Brass disk in concrete sidewalk , --iy' 110 feet West of centerline of 13th Avenue , 8 feet North of North curb of Baseline Street , 20 feet West of -the - SW corner of "Mr . Bill ' s Cafe" property. ELEVATION : 175 . 81 feet B .M. 176 t REPORT ON CONDITION OF SURVEY MARKER Wash nq won County Depa_tment of Public Works Name or Designation.: B . M. 1 77 Described in: ,Sate: Oregon Counts: Washington �stabiisncd by: Yea,- 1983 Mark searched for or recovered by: Name - _ Organization - Date of repo:: Address Condition of Sharks: List letters and numoers found staroed in (not cast in) each marl:. Marl: stamped: Condition: F . R. M. 1 . 155 1967 Description : grass disk in -the curt at the Northeast corner of Durham Road Bridge over Fanno Creek . 190 feet East of 76th Avenue ELEVATION : 132 . 146 B . H . 177 VI T111;S DOS F NT IS LESS � t LEGIBTr THAN T�Ic NOTATION '1 �' t 1•r73 4I- r , .1 I � � II IIAPRIL _ � 1�Ii. IS DUE TO THE QUALITY OF12 26 993 THE ORIGINAL DOCUMENT . - No.36 .W "" „r . £ 6Z SZ LZ Z Z �Z EZ v TZ OZT11fii ET ZT TT [ 6 L9 ZTl�l ill) Ifil IIII Llii Ilill,llli IIII i I IIII 1II! IIII Illi IIII LI ' ill 1111 11IIII IIII Illi 111111111 1111111lI 1111111{1 Ili I I 11111 1111111 i 1III11111I 1I�111 r � LOY CLARK PIPE LINE COMPANY TIGARD PROPERTY •- S . W . 74t.h . Ave . 2S1 12DC 1400 This property which is zoned IP ( industrial Park) and which is designated Light industrial on the Comprehensive Plan was purchased two years ago by Loy Clark Pipe Line Company as a future site for their headquarters operation . Eventually an office building together with maintenance shops , coverea equipment storage areas and yards will be developed or. tl�e uplands area adjacent to S . W . 74th . Ave . . As a first phase in. the development of the property , the Owners desire to place approximately 9 , 000 cu . yds . of fill on this uplands area in order to level it out for development of future structures . This Lill will be placed on the site in compacted lifts over a two to three year period . As a part of this fill project the Owners desire to fill in and el-- liminate the small drainage draw which currently Bisects the property from the street side ditch to Fanno Creek . This draw makes the development of t:'ze property difficult since it devides the property into two parcells . This dr. ainageway is a historic drainageway which has lost a good deal of its importance because of devellopment in the area . Traditional patterns of drainage have been disrupted by road , railroad and building development and this draw now is much less important than it once was . The Owner proposes to place a buried concrete pipe in the channel to carry the remaining drainage from the ditch to Fanno Creek and to fill the draw to the level of the remainder of the buildable site . To f ill. this draw will require a minor adjustment in the 100 year flood plain . The 100 year flood is projected to reach elevation 131 . 0 ' and this elevatio'l. moves back into this draw . About 192 cu . yds . of material would be filled into the flood plain and a like amount removed along the bank to the North and West of the draw . No fill of cut would take place in any area which lies in the mean high water line of Fanno Creek . The bank would be seeded in natural grasses and protected with sawdust covering to prevent errosion untill thE! grass has established sufficient growth . The outfall . from the a rainage pipe will be dumped onto rock rip-rap to prevent errosion . All_ of the property to the West of the buildable area of the site will be maintained in natural vEgi.tation and the f loodway dedicated to the public . Special Request : We respectfully request that we be allowed to procede with the work to modify the flood plain as soon as necessary permits and approvals have been obtained . This work is minor in nature but is an important first step in the project so the work can procede with some sense of proper scheduling . We do not anticipate any negative impacts if allowed to procede since the area is well above the mean high water line of Fanno Creek , will take a short time to complete , will not .require use of large equipment and can be done prior to heavy rain periods in late October . SIF _TH� DO iME�i`1' IS LESS il � 111 TII SII Iii 111 ' 1r �_� SII �a � .1Ij P�tT , � t n, T..: �T 1 �f 7' ? T 911 i "'� d,l � � I � � � I � � I � II SII Ili ' lll � ' � � I � X11 III fli IIS � lil "I � � I � SII � I � Jill 1I � IIS � I+ III I I 1 lfi I I 1 I I I I I I I APRIL1 2 3 4 5 0 9 10 1l 1� 26 1993 LEGIBLE THAN ThIS NOTATION , — __ __ I g � _ - IV. IS DUE TO THE QUALITY OF No.36 �` .. _..... THE ORIGINAL DOCUMENT . - --�--- ti� E 6Z gZ LZ Z Z VZ EZ Z TZ 0Z 6T gT LT 91 5T � ti ET ZT TT 01 6 8 L II Il.il. 111 L{{I ll l i111_Ifll Ili'i illi .IJII IIII�hII .{III 11.! � I 11 111J illi IIIA 11� IIII .{III �,III It'll Iill Iill La{{ ilii I11 I III I, I {III I I{Il�llll ilii III 11 11 1111 111 fill I'.{I 11.1111II IIIIIIIII IIIIlIlli9lllllII llll S 1 � E � Z11 {11III tVaII��I u� ►�II - a c r • � MMM 140 1310de 1 p 00-11 r � / 1 iz I r r / r 1 • o > SITE PLAN �- 6 !'SO 40 30 2`0 130 / / J � � i � / �� ter ✓ / � f _' � d -- u W / i r Z 140 12 _ r �� / / /j� ! f I I 0 it 130 -A Q Q z tj :� U 0 Ln ce W � ` 0 0 w` t v � � � 0 � M 4 5 iZ 14�' V�4e r06� M D.1�1'G iO N ?'H� oW O ` •O' N � CL Ln < ce M 4 m � , ,- _ ` ' ~ �,,, � � � \ � C,U NTrJ"�l�- l N�12N1<.�►"n�N► ,4� MSN? PN C7F20bk►vJ IN Ca � - r _ APPROVED FOR CONSTRUCTION S6/759 CITY OF TIGARCI 2 si -.��o,•��,,p . PERMiT N(,QtS M E E T NO.: -- 8Y __ TITLE DATE I,> > a ----- - - 9 t� . 1. 1 nF 1 � ----- • • ' • ' __:' _ • Pal OF JillIII111111 ltlli�llll III.—I�III--I�I-I�I— Jill lifITIF111111 I-III—II I-I—I �I_ --I-t-S—III—I-I-I 111—i I—I SIII --I I---()�IJ�� —I Q► � 1111��i11 I fi I —ITI,II'�I�—iIi rZI� I IT aI I�- � -- -IT IS LESS{I TNSS D06IMSt LBGIBGE THAN IiTS NOTATION, APRIL11 I12 Lv 1993IZIS ) Ir TO THE QUALITY OF —1IF OI2I';INAI, I)OCUM ,NT. L9T i £1IZ� -T-41III Il1II6Z6Z £Z Z 6T111 I6 4 IiI11illl� lll lllllJIIII11, 1 'i II ► IIII►�II� I112111111, l1L�ll 1 I II III�IIII Il.11u�� `��lh-s�'?°'-kr:`a,++'....rs«•„i-arw, �y,:.;-..�.;xstp_e,..e�ar-v.n-arN+ .;...,�.•t;r nrc�...t _ry.,.le;�..,....�;.,e'v ;y...-. r.,. � - .. .. ., e, - ��s,.r 0 f , o _ l tv rr sf pxLt. AT AWLo _ x---- — i 1 OUT' A 0PA 19 W N 14 14 © 4J yap 1,tw s. k'ler v- V IOL A,1f,A 41. x M \ / cog. r�- FAQ -r \ /000 Tn P /2�.8 X6`6 ! 1 X 1hr Nt R?� 1.10 I 1 � I&A 4Z PrLto57 h �� - I I ' LA►1 N _C 1�►1 ,O Nt7 N TAI N Al V { XM l9 \ \ 19 + Al 65- TDP /,3/.D • '�' mor> I �� O/IQ..SEC' 7” 49FEA11r,'/ �r1,9P w.: x_.. r 14 /3 3,5' V q,�- _ /,7 R — - 6WAI /E/3/.�S� , ,•¢-a,z W 74TH A.V E •' C� ----__�_^ .C�Ait ,2o•AD T/I,�9�'.c�s �V � __ _ ------- ----- - -.--____ c/ 1. /E /38.3 v a SCALE 1 ' = 30 ' �z NORTH 01-4- V A T/D N 0,,7 7'411 M : L/ S c,' S , !/�(.9 SH/ibit'T'Q�{( CD" eA-f / 77 A/.E CORN,E-,Q O ti.Q.y.gM /e 0.'70 46,e/O G..F O f/,E.P ,�NNND �.�.Z /S" L T E L E /V Ci YE f+Vle L OJ O C"Z.4/ic/ .E L E 2'. 7/1,)A /3/. ,c 7 - vt/,9 s.S/ �'� 1�.�P j L,gic D 4:' s E 'S ?, Z/s iG'.PM Y e,0 /0,--5 OF' Z"Ala-F's S 7-410 rt! SURVEY y- DARREL OWKRAXBERGER A.I.A. ISTQRED TOPOGRAPHIC a� , r,ay� DgRREL PROFESSIONAL AND PLANNING ANorel voLOY CLARK P1PE CO SI �. 12900 SW Hackamone Court �; �.� Il fl ., JERRY S. MARLS DRAWN - tvRrtUn- Oregon 9700; QtAYIEIITON py ��-N--- ' CONSULTING SURVEYOR DATE 503!641-5299 ��' .JERRY S MARK ROSSETTI-MARTS, INC. „ ^ r, KALE Engineering Surveying Planning G� Hll.2263 NE ORFGION 97124 �NO• g8n 3?' nr 1 . »86U 3 C B //o Di�'r • DATE R eYi6iONE .�N. -.+....�:w..r --,ATr'1 +'►•e 11Mrr. s..,,;.. ,,,....n_.«wr++rein,.,MY,,..,..w..^., rM+�+Mr;•,.Hr"fiF'M�NIr�.,='Nr�. 1`` 1 1 I I I i' FYI I Ili I l I I. • � I � IIlllllllli Illrllli r' I THSB Dv�IMIiN'I' IS LESS I �1 ( 1 1" C11_ f I II ill , II III ill ili ill Iii III ill L_____ lL} GIBT:E THAN 'rtIIS NO'1'11'I'ION, r L AP,PI�_122 � ----I _ _ _ _ 7 _ 8 :� 10 ].1 12 2 6 1993 IT IS DU); 'I'C 'I'HE QU��LI'PY UI' - __ _- -------._---- _ -- - —_ __ __ + i 'I'I1T' ORIGINAL DOCIJMI:h'I'. -- - -T------- _----T -- -- ---��-- -- -_-_ - -_ - - E 8Z �BZ LI�Z Z Z bZ E , x I tZ (117 6t IBI GI 811 141 fii F111,111, llll III � I II i �IIIIIII►I�►III IIII�II�► Illl��i►I iii I i�l IIS , rI � 11�1ll1 IlL IJI (IIIIIII I I ►1111 I�IIII,II,I IIIIII (III III►Itill r � 1 r, 4 c ad, \ r /-*Z 7A 3' r M4' . s ' t 'y : 4 L ' A. V /40IN s r ' 2f-78 s,E-c 4- fi 2/ x X52 43,092 -few — 134 \+ --- /Ao 13,(o -- 4,�G? Fc --- 136 5,91 S¢ /44' — — i D'4 r�r' � / /✓� S E`' TiQ.✓ ✓l,4 T 10- ,:/G L 4�,*V-T/TTY (" �.------ \ / i4 �3G rDJ SSC — /3� 1 REGISTERIED SITE rROSSECTIONS SC.�tE / NAL 32 l_ANDRSURVVEYOR --- -- L OY CLARK PIPE OO SITS ---- .TERRY S. MARIS DRAWNZVG ,IEltRY S. OMARlS M CONSULTING SURVEYOR DATE ,? 1%8ROSSETTI-MARIS, INC. ►uI ag6a Engine 16 Surveying • PlanwnS Tt I5 SCALE -• _ ' r l 1 22 � NE Cornell Road da 0 37 WW HILLSBORO, OREGON 97!24 ' FB/in GiS�r'.�♦ � DATE REV1i#ONt ' ".. ;'-t.•n• .�<.�.- "� ..-�. K•�1r��pM1I�/„yp MM�11'/M�1'M iWYwbYlw-'�.^�•µs:.-..,+•.._.r..r-•y/••__._•..AM i • y - �� 1� 1 1 r 2 1 ...•..,1_.. �_.�. � 4• ��11� 16"1 lI I 11� � 1 I I I l( i�I III II ` � �I!III IIIIII� Ali II •��1Rs•.�.ary..-n.-.......- ... ... .......... ..n_r r,.........-_.._._....t.ru ._. .. -- �w.,rr�r._.-_.. _ .�rr+�ir+rMr.+•-.�... - .....r •Ii IIS1 APRIL 26 1993IFf THS8 Do6walT IS LESS II7011 12IEGIBLE THAN THIS NOTAIION, 1 trfj1IS IV IS DUE TO THE QUALITY OF� No 18 r� �- THE ORIGINAL DOCUMENT. 241( - __T - ---, - - - -- - - --- — -- - -- £ �, '" � 11 11� I I(1 ► �� I I�IIIIIII►�I I��I!��I►� ��I�� illlllllllll�►I�Illllli►►►�I��► I �lll�l ��I�� 1�� II�� li�� ►i��l�� ll�►� ��Iti�� Ilf llllilllll�l�lllillli�lillllllllllll,IIIIII�IIIIIIU IIIIIIIIIIIII�IIII IIIIIIII�III IIII�IIII I 11 Illi I. l�l