Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TIGARD EAST SEWER SANITARY & STORM SEWER
F ct t tp 12.5M 9'145-r3fi:,s ` � `� � .•. „ r.■�--.....ter a ` 4 '��• �a cp i` NORTHWEST NATURAE. GAS COMPANY �' .'v _,.. w: ENGINEERING DEPARTMENT off° lcv .. a14 ® 1 W ` • CC 11 %y 172' 9 , OLD HW `+ '``•'z w UNDERGROUND PHONE PRESSURE RATING d. X-RAY r �I 131165 EFK:R. � _ DATE � � 111ITER ����_.. i �-�: TEST PRESSURE loo psm, SUIVER E:39 4 17 1 TEST DURATION .1 H R s; —5454PONER 642 X 3 R 1 WELDS & X-RAYED �.) % :t.". ", 4 DESIGN PRESSURE 60 PSIG r9 ) OTHER i44- s 7 PSw 86 M.A.O.P. t - NORMAL OPER. PRESS. 30 PsIG M" ) INS T RUCTIONS PE Pogr rP INST7,LL MAIN Z ' ?r -0-- 4717 }' 13 12j INSTALL MAIN I. ..,I Q 0% p r' 1� a x0 a (�bANO)N !VAIN A11 kDQ JA cv Ict O Z> R 1 "(W)'75y a ' QF Lam( ���T e.� '�j, I.. �,� \ Tl'ar<. ::t;ATTNGS T TINGS • g P CJI �.� l ///// `\ uQ �,�. 'yr1 ' /� _ -' \�� PfPE: t .: ,- = �'`r r�IPE. - /Q CD � ( n �G v �� W • ' ` w p JOINTS: _ FITTINGS: ,— /`` � =i � C f ,J p ,-,�`'' •,pL `� JOIN TS: , O I / 11 "y `�F \ FITTALL INSTALLED ANODES: • INSTALL ANODES I\) INSTALLED SERVILE:: ` . ° ( -, INSTALL SERV DATE COMPLETED: 2■(P� o p a■� u� ■w� �■■ ■II�■r a•r■ ■�■ u■■� now \►�.,1 F j� CREW LEADER: - > �i Y Sam Oft both S oil dottW kat km `A —7er ._ SCALE. I i ro 10C) •f't TAx CODE: W" 2 --'•7�+ � loo 141! �� NCA `��t�, AVAIL. NO.: 12-27-87 Cu �� �'�Q' \ V� (JI\ CJf (A MAIN d , O V CJIWORK \ U -� '� A \ ^ * 4� MI,ASI.)REO .. _ DATE �)1 l_�i l 8 ORDER & DRAWN �V �i46 ,� �' P— HK }�� DXrE: /y�_ _ SERVICE S t J C A 4OVED DATE WORK _. ORDER APPROVED � .:_ DATE A �•__[� - f AODRLSS. 1. 3500 SW PAC l F Z C I J t,t; ���- �_ BE TWEU,k SW FSARFS ST courirY. CrTY 1 f GARD 4 Y�IIrrL/mil r��; '•TED _ PLATTED _ Pt iT NO DATE SIGN Tow"Smp MLLMAP DATE SKIN Tm.rLGARD EAST SEWER / ..., _.. 1 SW2 T2S R IW W-21 -30 7gr .0, 70 a ;r4i°}?S n ?1CsYlt[d"!rsi: "+Ya.r x:f6iW.t r. : mm Am t..,r, '• = 5, .r;: r", It � i I + 111 11 I 1 I 1 1 1 I � 1 I � f 1-�� . 1 �1 i ' 1 1 1 1 1 1 f I l i l t r I I i I I I 1 I I 1 1 1 1 I T l r 1 1 I rI I 111 i l l ` _ I I I1I , � I � i � lll III III III 1 I I .,I I , NOTE : I F THIS MICROFILMED �- - 12 - 3 4 5 63 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOT ICi-;-"IT IS DUE TO rJHE -QUALITY OF THE ORIGINAL .. RAW ING. oc 62 8? a 9Z SZ fZ EZ ZZ I Z OZ 61 ^I l 1 91 G I b l E I 21 11 01 o 6 1 9 �t!1 u1111111�1111i1111�1111111�1�11111111 1,1114111111>t,llll�l)hl�kIIIIIuIlut 1111N1�111111'Ir1�11�i�1�11�1111�11+1�1111�1111�1NI�l1llllllil�f�l1111►1�IIIi�ftlt�1111I11i1I111L�1111I1111�1�1�� 11 Iasi kIll 111111111Ill JULY 1f111��11111j111� AlU�lll�llllill!l�llU1�111�1111�1�1�1111 Y" 1992y 1:'•'.7!o a, V� 7.l1_?rNkrhM.11 A7J^jai C•', ,IM Fri"'x 1' a.�dn' l0 t:!�.'• ' r'''ro .1.r .aF�R. ,� °':l t�. '7r, •,.i. -- , :,,r.. - -':c"S S J�f1511F"'r2 .PgliT."PM1`6'n�('!R�t ,:?'N,.i .�,.v�, • Ir'� ► 41111iiiiIiiiiiiiiiiiIIIIIIIiIIIII 4, _ w 1k , 11,111 ,M7 11_11 � I �. �, i`+ �a� .r\ \ '�� �`..7'" I .I Mfr __ .. �,\ - •'.`. � \,��, 4"L•C ?` S(i(�."w.` s r�# _ 1 t. t.. ,t' \ •F C. ...`, \.\ Ct �� 1 "r Q�1 �,. !- to /, , �.r , Y "``'`� ,,� �. ,.s �'� ..� c(\ \��`'" / A l U ... •tQ • •. ..� ^ __ ^"." ,% _ \ \M ' ,,,(yJ 1 �.. ..,..................+.. �.I I ' \. �\ "' ^4%• ' - /// - .. ..ylY • ... •ti, ... ,w. .. 1111..«. .. .. _ Y \�\...•..r ..".,r .,u•' I - ,. .« 4. «„• n. .. 1111. ���w. : ww r •11,11 -� :*' . ._ Y.. . x A nJ } t 1 (_ 'R t 1 `+c, ..�,r• _ a.. 1111 .. ... .. . •1111.,.�.< 1 .11.1 I •V � " :! :' 1111'._.. 1111-.. I .-."• ! � , .^,,.•,' 1111 ....s.�„'+57.. f .,."".a. -:�. .� "-T :.. - �»� ,. _. 1111.. _ �.. 1111 ' Yr _. VJ� _._ - _1111... „I,_. •• ._ l �► F -+._ .. ^^C. it � ,. rY 1111. _ 1 .R-, .. .. .•" : •. ....w-. 1111 ��.,1111:.. -,'}.•• ..�..� � rl �� ,!' ,.. ... ,1:111 ,... , 1111... nJ 1111 •'' ,,,.fie". »t... - -; t. r. f, r r N _...r- . 1111 .^ ... - pr, �% � 1 r • N 1111 . .. ",., .. ,. �,. 111;,,1. - �- :.r .�, .-�' M14 as \ 8� ,,� ... 1111..,, �� ,,:,., „• Y �� � r�'L <, - ( p ..•�1111' `.nt�� /�� .x' 7�,. `" "`� /// JJ ..oo F \\♦ �Y S C�►LE I - 4 0 0.1 y� z �,, A,�, ''�, r - ...,,,.^ , 1111 ,�l<. b of .. ;1111.. STS 0+00 - ' .,.fir.. s '' ,;:' ,,�• Z;'�f.' .' ,� r ,�; �7I►. ♦ ( 0 A. . `, `{V/ +. �� ; /' i ` _ �' .11 f �,... ,:� :J j r' VM r /. .' ,',. I r r (J `. i Y -y` J l / { .. ^; ��' - ? , .: iI / .�- _ rI 114k , r -' 7 aT .0 i <i i1' �. �• G I t "1. I,/•' .,•' _..y... ... ,, ... ,,.., ,ii .• I h C.y'1' 1 W I I 11 1,4 - �, \ 1111. ` * `rr .. .;. _„r.. . ,,1,,,111 ... t : r t r 8 f r # / II 11 I ��n...,,.� !// .11 (/ Z ,� { r C.O• "'�w # 1 I j' (: �'J,/. h.� 1 (t+1G:/' �''�1 a� 1` '�,. . It ! � . -4: . I I ". � ; / ,�._/ "'."l � , - 1 r( 1 E 208 Z 9Wi '!_i i Z.2 D 7Q I, T . Itlk , �1 i� r' ; t.... to f•, � ,y fes, /' f' 'a \ A j .. .- � 1 , j I� ... ^:1111 ( 1 .,, r 4 t ti,,�/ , � �' " . r y, ,J� Y ` r '"...1111 �I.,.. < \ / `,.._ . x f f' ` , � t1` ���( y W ,, A # 1 i. 7 .I 1. 1 6 I v r I •" A b-., b ; ,y', .Y... ........ _ ; ' . �` �' \, A'eC - / 1 t;' \ �; y a: &d7J . . I I "I . t . I E Z I Z, :^7 3 - _► - G 4 iC. 8 '7p \ � /�.... $� E 2 L 41V E �. i 1 �y `j .. ,a :,✓' .. a- . � , / V, , /4 1� , I -,,,,.*,;�Ioc,.r �t. N , ; ' 1( Y l / .".'�,. F. 1 .1 y•� llty ,; l'1' ;yry L/ ~ L .__ ,�• ''" . %� r `I SP �I G• @ 8.97. 'ff!r Z ML.�! VS.P I, '� ' i * ri > .�.�.311..�i Q .. Z _ b ' l 1 1111 �, r� , , �s -- I.E. Z Z 7 �o \11 p� ''.r' .`! �% %;r " , `, „. ,(. __MH. -mss- 1--mit j.' _ 1Qf.., h� A% !� ; le, � C IICLICT 511 I6 ,� �;�.� t r JTA. �' 4�.. a �v'r ` f i{ �' ' �l �. •� 8 + 058 Z a `.R 7 / r rf�•.S Or r. s ,t � 1 . "'1. +"",•r..,,, t f '' r y �'1 ' r,! � .tl � wl• Z4 4.,a� \ ,,. cl �{. 1 9 w �+ + ", . ♦�e "'• c11, ��`^�+ �'. " �, i � � rr11N 'SQ-eS �.. r y �U.� �V11�DIfJCaI (`., e I 2. 3 ` •. w s {dtA� SSD. G 1C' ? , " , ; , I . ,: 4 - �.<' '�"'-' .,. � v � r` �SPA �� 10ti 41 '. I !. y -, 4' . 0' / "! - µ f' L, T ur ,� y �`+ - • .� aS -y j TO `t1. G G .� y` .4'... j'• ``. • ':�f t • �. 7` �r 111,1111111 -t., /-- I. E z 5•<,3Q i, r 1*f {;� i^"k 0... - „ I K`r:;,i i ; i _ {. :,X. `' ; .. } •aL F r p t > oJ` V i' i +� ! �i f rr tJ� ,iP'. „, .. --- i{ ._. I C.D., ' f ~ `t1 1 i �V t� .. R!` r„"`f i I . �' j CjU� „ `�lr���lll n u, F A t' 11 . n . . 4 I I t I I " �)E - I . `� I • (. rrr I , :' 1 ui ,/ . I t ,�,,, K� .-.. 11,11.. "• a,,a K ...�•a,.... n f �._,. --___-�. .. � , -: y � �.e f Q 1 1 I. LL ,. _. "- .: - -+ .., . STA •�' �' - .j/. 1 w_. ,,.. 1. t ? r - it m ,,,. ta. t.' t �-� �� � I 14 � ( t w y r �,,, r - « _.. �, t. i• � �... ` ' - VE 4� EXISTINGr -C f"1 � n• t 67 t _ , r f , .: e. � '�• �� } • wa r ST T101.1 t f co M ', jr 11 'f^. .: _.`�' _. �`^ �'' _"V. * ;` 1 , t. ! r f E }�� � t: C iii It ♦ >: 1111. 'r ����:� of ♦.:" tJ [ N1/ L • A� 1.1 �� t:, .' "•.•.,..• -.. r, w , ..„. .„„K,... l�' Y �,ll,cx , ,,,1)•~.M'..., w,f1�,,, i • 2 `a ._ 11 co, `i. I1. r.. .. . r r:% '„ * R ., •<.tY -i11...... .,„, """ fr` y ".:c� -�r +� y, i' r `j+ : Sfi . t " :. 1111 _..,.. - • ,' t V. '� , ,� 11.11. , '"'!T /( t ..Yf X y 41 14 .! J x . x .,,t - n V ,r: .................._....«... .......«...... cc .............� ... ... ........_1111. ..,..........__..... ... _.. .........................................................................•..............«.......:....................................................«.................................................... (� 1111.1111. ................................................. ... ... ... .. 1111. 1111 ................................ .. .. jj 74 i It t ....................................... 1111 1111... »1111.. 1111... ...........................».................................... ..........................«......................................................................«.................................................._..._1111.. ....... ......................... ........ 1111 ... ............... 1 1 1 1 . . V) , I . . . _11 1 1. r.............._ . ..««1111...«.�..».. .«»«..«.«..«..««.I««.............._....»».« _.-1111««... Q ow Zu 1•ivi i 1.1 E'5M'1" y� : : : : : I : . : : : : : : : I . : : : : : : : : ' : . : : : : : : : ''^^ �, �." = L ) . . th . . . . . . . O . . . w o Z I _ . . . . . . . . . . . . I . . . . . . .f, _ : 1111 : . . . . . . . . . . . . . . . . . . . . : . . . . . . ; . . . . . . . . . . . I . . . + ZAP . . . . . . . i �;� _. ...........»..... ..».«...«..«........... ... . . .... ............................... 1111 . 1111 . . _..1...................1.1......1 .................__... . . ......... .11. 11 . .. . . . . i.7- o N . . . . . . . . . . . . . . . . J o. 1111 1. I �. ..............I...............I.. ................ ........ .................................. ...... .. ,n .. ►- I 13 I... I... «.I..-1111.«._ « ............... ..««..«...«1111...«........» �.«.....S ........««......Ir2 40.-... : : : : . I � 0 { . . -.2.... .�...;.......««1111«.. i t...... «..«1111.««««««...«. . . . t ... . . . . . A : : ; : N �: 0 ` . �� ►_ EX15TIN W . . . . . . . . . t . . . . . 9 ' r O G C�2AQE : . : . j L�? '� i _ v. . . . . . . . . . . . . . . . . . . . . I M1' U t� O N i . . . . . . . . N 2 � ; oN \ - . . . . . . . I Z 3 S PROPOSED FINISIH &ZADE ,-, . . . . . . . . I . : . : : . . . : . . . . : : . �1 . . 1111_ :. 1111._1111._.._1111... ..,. .. 1171 1111.. .._1.11.1 .. ... ........ ..................... 1111 .. _ - r.•_- -� : n . .._. :.. ♦� : «1111 1111... iG T1111.. ..• ........................... .. ........ .................. 1111.. ........._ 1111..._ 1111 ...,........... ........ .......................•......... .................».............. ....:.......,...»«:.».».: .. ...._....._...... +j_ _1171. 1111. 1111... ... ww N awe z � .J !z ,� ,.: .. i 3 v _ D 8 0 Fe » '_u --- . Q�� � o �" ' FORONTINUA�ION OF - - I SANITAKY SEWkPt : �:� '"tc - : 3: 2 �U u Ini�� ; �wW ; _ t 1 . . ....................... . .. ................... 1.111... : __ . . _. .. _ _ _ _..� �' 0 __ ..... .1 ....11....1 .... .230 �- -- --- I Z �' w�TEeIH.�IN I _ � • _ n ,�►�1PtWX 127:o . . . . . . . . . . .. 1111. I.E. r (V Et�I I F lJ`� . . . . . . . . . . . . . : ....E... *I t . . : : : . . . . . . . . . . I . . . . I . : : ' : : : : : ham•. _ � : I ' : : : : : : : : I : . . . . . . . . Z2 5 . J_. ...1111...#..«.«.............•.... . ... . . • . . _ 'V� ................... ........ _. . _ . . . _......wy....... ...I... . _ .._ _... .._ . ._... .... . . . . . f ' ....... .. .. ....... _. n _fir p. 1. 3►_sir, 11;11 ..�.........:........«.«................:2Z5 I I �� 5 Z f �_ L...................... l . �I '�- I"�- �� 4 i I „ . : : . . OIL, r a I I Q L 010 I i WATL'R K4A I N ., I . I I : /� I E. �0wIZox z iZ4_o �" Zz O I . wERIFY � : : : : : . _ -- . . ««.._..........»1111 «.«.... ...«............ .... ..... . ......... . ............;.....•................... ... ....:... I. . , F �, . . . . . . . . . . .. ......,...._..._.. y $ SP t. COPY ..... ._— .. _....I.... ........• . . : »1111. _1111 «1111».« ...«1111«1111.. _.»«..._...... I / QB L.F• L.. ;�20 JUNE !O, I11�1(i . ; Z . . . . . . . . . APPRO E F ONSJP DRANM �_ 1 ` . . . �`, '' /'� Q . . . IN0TE 5 • 19SUEDBV .A1E 9��4 U . . . . . M.W. C. (CITY F TI ) "T It p_ j I i . 1 . . • . . . Z I rl f _ I .E M)M 5 'A156Ve G�1ZA011 Duk ill 4 o F : : ' : : : : . I _«.. .......•....»..««........»... t . I i D G,. L. : MA(11!'rAlf.l MAN � CE P ENaR F v HATE �., ! �S . r . : ff L7.NSTf.Ta.lG`I!1171►,J..d.F .SI�.�LSEl�J11F_N.T..CIJ.TS,. ��L�5». � _ ._ ...... .:.;.:........ ......�........ . _. 1111... 1:111: � .. 2 i4ROUT 1�1�1►WWOLE ILIN4.5 ,AwV :PREVE.NT IPM. /1CrE . PROM 44APIWe, .AND 6-r" a 5�JbSEOUENfi rcL c Av . tinlr� 3t1�' I I y PLgO OFFIrF # . �3EM r . v ✓ f I. . . . I C'OI�STRUC710N O i a.71O1,wJ.S. I , P1111 . . 2 10 I . 3. SET ALL MMS .AT PI1�15s 4 PA1►VIN4 /LAW06i�APE. ► , ; At.G S . P� ��... � � � . . . ......« .«...«...«•1111... `� g ..... . ...... ........... .. . T�4[Z PROFILE E. «: . . J :. �N 6L RtADL'-.:TNIS....CQ.C*I TI�.�!'' T... ��r N c n re I } : .. Ci C CC1 Y n E . I . «««.«««1«111.«..._11-1- «,«. . ' NLESS D .... . . 4 T EIZ ISE rtE AL TIt15-kil S S rlt� p cA��r n `� ..I...'a ar ...I... '' I . . ,� �\ lPiPo,/�ECT"• ,r�/O S r SGALE NG�i�IZ I... _ 4�'J1 4J N W I`1O p� It 1IrALL v A r . ev ✓ na E tIz•v_,�• I . . . . . VERT. I" - °1s' BULL OEPT41 ItOCIQ E CK�1L1 A11.ID G'l-a{SS C44 " t' �., , LvrA, �I�r ' Br . - I : : : : : . + i r ,'r,4 ,(, CA!U.,, r1?%.1l_''r10" � ,SI�•C•S f.TAN4*9e�r, '51V1W[ CO�V�P/i7 TY� B/r?-' OF T/C.✓l1�PG - L/.S.4, /rY/,e-E DOI NCS. . . . t'"� 1�t_ FIRC QIST BV ._k�: DATE t C I S . . . ,Z / : .1i . CY�.c1Aa�►,v/P rte c� E �: 6 .ec�rc�c.v'rit .� , S: I►L!_, P p :1,4pE� law ,1 6 A�' - Ti9!/aiti/ G�iV 1.vV,5r- A-PY !� CCS/ /4�,oll w Ae,< .SAS )"' �E C 14 ET BY D►{TE y «11.11..» J°�' ✓ia/c /E't�Q/U//-'.S I -�-�-�+ !' ...«.................»1111. »•...........»1111.«.......««....«.1 ✓ 3 Z 8 if ri FV( L�I�rc`-' �ti .s 'E,"` �/cJ.. . v 4 T KUBSEP. J ► ?wY_- Mit Y i 5 j ` !r, :�,&o✓ibE elry ,rrv/rN c�v�` 14S -,ave r- " G ^T lILI.L. I!SIF ! Q. 1�C » . .�.5 ►it .« ..1.......1.1 .1 G�Hcr TE IZ(,� :" .,�"' - �01.1C I c s «. .»........ �.. l�1 ,�+I�Ey cam" /,�G ��ti � /Z_'✓?lr/ /�/irr/C _ � .1JIVP.F.SAN.A �:..�.,A„T--..P.�•.»..� ..I.. ...I .. 1111... • . : • DFI.ez�+-mss c�v4i.v ,/e Ott Pin✓ vas C/may s7./�/7� A.V /iE', rT ,�' 6r wirrs� /+� B�''r.� l�'�v.o 'res' b034 PVG., UNLESS OT4tEtZWI�E rJ01rED ON I "".: z,J- Tls1� /ti�� ; 'o4 o l��ia-/s Ccjeri�-le,oVT'i�.v' 7Aol w��t d eVw.-&�i,Vo_. ' anewl,ol� Tri �.�Li,lo n'Al. 'T'NeSE PLANS . , ..a .. • IVO wc� •srMt� &Z--•' cv v s�vE.eE'r> cA=>"o •ETe G/�vTiL/iDcGEl�ILe- ♦•v •r-�r��va,. .cs y' Ol r y- , &. KEM OVE OLD S Aki I TAh RY go-w%g LEON C I'TY ! _1111 zoo • iS /-aor w�� (�W.) � ,,� r�PVRC�VAI. o� NEW GONSTRLJGt101►�. REt'l•�tCE . . ' ' : { _s/;N, .3'Z M sFs'ivE�P �t/�9/Nr c_Y�N� �igsv+-/E�✓T� siHi�t..L .c3� J�ie�v�i1� -ts 7a� TI,�G[? c irr GN C_/r•y I�o�"-S t E"XCa•A•T`AS Nor�> o•V ,,3/At-Z-- 4*-/ *'to , .. M1;/_1TN PIM.15�! AXIL POP- AL, TII�Ar_w &ACRCjL.�, - •7711«.. . . ».». ..««......F-00'. . i tPr ER TO &XAG'IN4 IL ANS BY RICNA*D �1. .w I GVA/TJ?/7l!Jt�/Z 4/�/ +l�L G I�lv`r7Fy G'/TY //VS/'�Z`rCYIs:' Lam' /�/�PS I`�RJG,e TCS GtIO.Pir L'CiMM/�:NC'Ei71L�/'T �0 3� - /7/ A� I410 it"M ANN 4 ASSDCI A -r&S j Alo7E- />rr�NEA5 '_,.a -A1c, 4l c,v1L.�1E . I ~ 4-14eg TY✓ ee- ~"t/.11lll y ew-- a q/'-z- 0 A;1,011 i%J,-91,�e_I AlG 5 j el ry ,'-f�iL 1>/�/ e;`Il E ,*/-~e,,,,,� - e-Z p , - ��L � I�0 I ,e C ,.EE . �b 7 T01'OvRtAr�NIC SURv*Y As g�1�Wly SC�'EJE,NEV � /�Lsc')10 /� C1:•,4V t/C"I r10/1/ .1te/7.11l /_5 .E'G�'c.Irk"�.� . ' olay, TK1s P'�.A►N, wr�►�t�1tEvII�R�p eY MACKE:r . � t•. . I �f r"l�V • �N 11' SD'2 EN11/�► r�16c A cX'_, SIT-. CiV_Anik. (, PLAI.1 IS AbbC.b(,'f't ! -Rk`Tt� . LEN gCyiE�S1CY, l.L,. " . . ____«_ 0 1 Z � .. 4 Ci _ _ _1111... . .. 8 -�Itr ult��L:L� _ I r! N>7 2 s .. I _� .. - - I - 1llllllllllllhlllll1� � _ _ . ,�, I ____T__, Mal � � ---- - to .. .. `, �i I I i^ "" ^. �,t-.., 71! ir11M�D' akC�"Siir"•.X411 "r _ __ .. _--- - -- -----r----- - r _ �y�/l�yl o W ` 4 ��tt . . 7-79""f I I�IIIII�Iilllllll�1111�11'm(��II 111IIIIII1:1)III�� I IIII l IIIIillIilll'III111) IIIIIIIItI IIIII11111111111�IiI�tIIIIIIlII11111111111111111 1111/111111IIIIIIIIIIPII1111111 1 p NOTE: I F THIS MICROFILMED 1 - I ? 3 4 5 6 7 e e 10 I I 12 . DRAWING IS LESS CLEAR THAN T}iIS NOTICkv 1T 1S D1JE TU QUALITY OF THE nRIGINAI '"DRAW I NG. _ _ _ _ . -.40 OE dZ 9Z Lt 9Z SZ 1►Z EZ ZZ IZ OZ 61 QI LI 91 SI bl EI 7,1 II 01 6 li L 0 9 ti E 2 1augo �_ otIIIu11111ulunlunlnull1u11nllll4111uniuillwllluli1l1111N111„Iunlnuln►Illnlluulmllnulnnllnlllniiiiial'tijIUIJI111niiIn11In11hnIInIIIIItII111tInnIPPP111111IuH� flluullu111luluulniiiiw 111 iiiihiii iiijUI11uIiiiwhnt y A .& JULY 7 1992 - - 11-----mom-- .- -1T4., 4,f � Y F s � r +tl Fig .�.•p'rf �, ,. _, Ilt ,� F �� I "' �t� k� n'i�• 63.,"<��i 7 - _, j �• , 4 9 Q� ell 1.r to fD O ra Eu 7 IV C OOC �y 70FD all Ccl D r-CD WO :3 h 7 a G) n CD " am fD 7 N 7 � O� CL ...�;Wyf'dVMGW,gyl7{'J1ti Ji!.w;;{y";Y7.lyip I� September 3 , 1991 CITY OF TIGARD OREGON TO WHOM IT MAY CONCERN: This is to acknowledge that effective this date, street, sanitary and stcrm sewer public improvement facilities installed within the following development projects are hereby accepted by the City of Tigard, Oregon, for operation and maintenance: 1 . Mallard Lakes Subdivision 2 . 108th Avenue Sanitary Sewer 3 . Morning Hill (Lots # 1 - 53) Subdivision 4 . Morning Hill No. 2 Subdivision 5 . Gallo' s Vineyard Subdivision 6 . Dover Landing (Phase No. 2) Subdivision 7 . Ari Green Subdivision 8 . Genesis No. 2 Subdivision 9 . North Dakota Street Sanitary Sewer extension 10 . Morning Hill No. 3 Subdivision ">11 . Tigard East Sanitary & Storm Sewer Relocation 12 . Exodus Subdivision 13 . Cottiald No. 3 Subdivision 14 . Swanson's Glen (Phase No. 1) Subdivision 15 . 108th Ave. /Durham Road Improvement 16 . 113th Ave. /Durham Road Improvement 17 . Albertson's Sanitary & Storm Sewer Extension 18 . Merestone Subdivision 19 . Clydesdale Sanitary Sewer Extension 20 . Tony's Place Subdivision 21 . Barbee Court Subdivision 22 . Winterlake Subdivision 23 . Creekside Subdivision Randall R. Wooley, City rgineer dj/JH:opt-main.acp 13125 M Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171— - — a/ v CITY OF TIGARD December 14, 1990 OREGON Tigard East Associate P.O. Box 5308 Portland, OR 97228 RE: Tigard East Sanitary & Storm sewer Relocation Dear Mr. Zimmel: In the matter of the Twenty-nine thousand two hundrec: eighty dollars ($29, 280.00) Irrevocable Standby Letter of Credit (Assurance) # 5-09145 ) between Mercury Development and U.S. National Bank of Oregon and the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said Assurance, all work being satisfactorily complete, and, therefore, the City declares that this assurance obligation is void. If you have any questions regarding this matt( please contact John Hagman at 639-4171. Sincerely Randall R. Wooley City Engineer dl/doc 71 13125 SW Hall Blvd.,P.O.Box 23347,Tigard,Oregon 97223 (503)639-4171 — -- I p Transamerica r— Yf8t1S�I11{.��C4 Title tisurance ComF Tale Insurance Services 555 S W.Oak Street,Plaza Level Portland,Oregon 97204-1752 (503)222-5931 D October 5 , 1990 OCT 9 1990 CITY of 771GApo John Hagman Engineering Department City of Tigard P .O. Box 23397 Tigard, Oregon 972.23 RE: Tigard market Place Sanitary Sewer Lines Dear John : We ask confirmation that a portion of some 1966 sanitary sewer lines are no longer in used. We enclose the following to assist you in defining our request and to aid in your review: 1 . Old assessors tax lot map 2 . Copy of Sanitary Sewer Easement recorded October 7 , 1966 in Book 617 at page 593 3 . Copy of Sanitary Sewer Easement recorded October 7 , 1966 in Book 617 at page 596 4 . Copy of Sanitary Sewer Easement recorded October 7 , 1966 in Book 617 at page .598 3 . Copy of Sanitary Sewer Easement recorded October 20, 1966 in Book 619 at page 185 5 . Copy of a replacement Permanent Sanitary Sewer Easement recorded November 2 , 1987 at Recorder' s Fee No. 8705038 7 . Survey by Westlake Consultants , Inc . dated August 24, 1990 , Job No . 7.73-10 -,.e have highlighted in yellow the sanitary sewer lines we ask you to confirm as no longer in use. The replacement line is also shown Dn the survey. ,.r,..v. „r,'sw.dkdhsw'..n4.afrrr,;,'Y:n+.a,lu,Nen lca.:.a:+wsx.wrliwiiPW�YY�iN►Y�.�;Y+WLl+waw ,:: .._.,a �Kn Hagman ,ccober 5, 1990 page 2 Your cooperation in this matter is appreciated. Ver truly yours , David R. Aldrich Senior Counsel DRA/if Enclosures Ransamer108 SKETCH OF PROPERTY SE OUT IN ATTACHED ORDER To aWst in iocaGag the premises. It tnot based on a survey, and the company assumes no liability for variations if any, in dimensions and location. 1yr,e•,;�l+.v N.i•;_rlr..1>r�.=�f �f� ♦ Yrw tE�'y_tlur r r /g,0 �pQrOX C'C-N1�1'-�llvE floL.0 FtFClCy l Usury ?e���Hlu'�y (Noce .KALE "-100' • / P 6 J. / �y•�` 100 ��.� �/� �., 1.78'fps. ��•,ti� ` ` •)«�,;:\N'3.5J SEE 61aP .Z+ ! /"SA'• \ 25 1 2C0 �``' •. 200 e 9 ^ •. if (� v \ •=r -'--- / Cj 701 //' /.1/ 900 `�, %� 'P (� \ V� �'\•r..0 =312-Y+r` : ^/// :!) / goo �' ,, 1 q� ,I U 314 11 - 8.9 AC113 i q\ 313 z 3 ++ r 8"'1 tM t S b. ` • 12 Col , — aQ�� \..\S� •'� ti2374 15 4P DO . 1000 900\ \• 44900 0 7 \ w-�= fo010 �/ 2I1 X. •� + G�. . -A 4BO ,! � 100 ��� �' __r n, 03 ' ,• . 4700 ° '• –IT o /4600 1200 � � •r, e /. E 1� I., ....... ..... .Nih 4 nM ro 1. ,o„ y:, ar „rr• .,o I,00 15Q0 IG00 1700 1901, 1900 2000 2100 2200 p 1800 ' ?t00 y • 1, .•Y f��i. Nm bar.to $332 . ;t wd aaterdnee; Ba 372 P 31P' is wow ALL MIQt NYT1[W.•tRst MM' lIT1M etr7pL_L 1=� ._Yater J_a■i�*a,:ju�i.D,. .. m. hulbaad�.lt tai?, a•l _ r •�ratht,IlL...Ilalaab iLl_._._ ��<' 1, - •y.i � .,.. ♦4., i�,. MrNaaftal bltma� d'./J� Ql'-i. ,t'•'ati:c4f5r:.",�,b CTY,Of TIO Ibd C!<I.bn�QIae�Mbarpl ' tlwry sntd tfi CW 01y;MASWAN 1 �4eid�ef++f fail'fldlaMl.r bwvhalldlr.MWS trk►d Inlpgrvl The hfLiMr Mia M'w eVy11 •uw•r!r'wunw, tbM od: porar�flal@nwn AA ur4neweb."d NreMeal It1 044-frq W fnnwdet Any W alruning• apereI tWaallllnl!/,laaee"Jy W 1a �� 4 renis appunenasewa,logrlber w1U aM fight N renwve,u� Of nnderdraaad wwar Una and '^r •j obrirtwlk w wlthla the walla" wwn• twl �to tm gn"q ba U to and giber r } @ublae'1 b lea aarwwwnt,W Ihn rtpa 4 �aYn @reed so Ihaawf.an"Pit is Uatmrurl bulldlaga. u W I real Inlartere erlli 1 W"a"W j Earl en eachaide, inrR+gas of W awwenl:aid uwaaana area brinf].�__ wen followln dial naa�b w rept Ylj{M. M*A101101111118 deaeribed rental Una within IM 1 t designated�roalland: • •;i f A ten (10.0) foot vide strip of land being five feet on each side of a line beginning at a point on the '0) North line of that tract of .land described in Book 372, Page 311, Deed Records dashington County. Oregon, said Point being westerly ninety (90.0) feet from the North- eant corner of said tracti thence Ooutherly to a point on the 'Jouth line of said tinct, said Point being deaterly one hundred thirty (130.0) feet from the :iouthennt corner of said trnct. 1 1 Torrlhrr with lbs lemfwrary right of ingrew, etaeve and regrow. and uy far sewer reNtrur Iion yuryuarrof additional load@ lying ►oallol la,along bole gdI and within _•1�•� .hen measured n right angler. of the above dearrt lord .feel. r•vr.in► to gnnlnra thr un•neumbered enjoy doe �pogr elualuaemenl are@,eare011JAI and aneNra•nl upon the promisee Thea lam presen@lba of all churl urea rrrrr .enelruellon .ora U whIrh I,me wp erwI .hall eralnalf @hare romplelbn d the +rulrn rr6rase Ihereol pan era ueel of IM urner, the Clly will luur e MIR 617 n,�59J R ?:�' i�. 8332 Shwld it be necarary M two W remove say Mash. Iraos, at other mallet w malerlele from the eaaeetenl give. Yid brut.(rase, w slber matter and matertsU shall be retrieved and disposed N by The City and Ue City shall leave the sawmenl apo is•Mat and wort mshllbe rodillen. 71u City agroee that In esenenion with IU van of The perpetual swmeet ares ad In Inspecting.rspstrmg,mglnlaimed.or replaclne new seiner line.the lily Will leave IM pessimist; in a 0481 and wast monllbo tondtUee and as nearly u lM tlro+alsUa{elate as prss0eable The ;ranter* de hereby warrant that they are the omen It, lee simply and have the HIM to grant Use Mete described egesntents !h Wilneoa our hoods and Nate this '4 day of Cc fit V ._ _. tp t_'•� T� �/•�H•` ISGL) (SCALi �Pt�ter,�00 . Gal e - ISEAL+ __.___(SEALI Doroth�r�Galante For a ronetdersllon. IIs mortgage ben on the abote deo rdKd pu.perues is hereby nude subordinate to lite ea.ementa show granted, need this !th dor at October Ie :S United :;tatea Nt►t1ane JL L t d� 1 pg�t.-VIe�tiil eat r Tlile Aest. Ceeblet STATE fit 0 er. V. t rounly o/:he.73Nho!(C i N On/this 'l' (1' depot Jr[ i, 6 e✓ 1e a ) J perrse"ly appeared the above named 6.t b r / 7'n r d'T y JA__r ' and wahaoledeed the foregm,,r Ivvtrameht to be their voluntary art and deet 14tary Pail- for Oregon My t ummnane etp'rey My COMMISslon ftpores Oct.11, 1961 h17 I AJ 504 . •_e'^yrr.: e,.rlry;s>rs••r.• � �..1..;.. •�-..,wugr.r•,.. Ak .i �� r t 8333 N�-x•,11 DOW Reren.e.:B 323 P 539 ty MOWALL Yt1i �'+.. 1Y T1Qii/a=i>0'fii: T1a1 we jx,__ _ _. • -- 9*0146 -41eea-andJlaulla". .01"nr- husband anil..�dta_ �"MIME flrvUebl�'MI etatMdwetlee of w elan of a fCL?•� ~ CRY.or., Ili 11g7Ca;Ir�leMlatllrteetlaa.of oneee. senime w t --Nd a a Claw.Mewl span&~be fa•M 0/ IW MRYsIalM�t►6�e��y.O.�'Z•fOAllae lwresn11111a•er•t.ely SIN""Mae n . �� `'' �� IteMli a l y rt'u�1er�1'I&ran fttdkltleial nen beffeY�et alta dad At J y; As .a..6sered p"ted 114611114&er" said eewnsfet fw w per"ift of eseatlwill , T. M1etyL{ "Imstlea.oWNWie6 Iesps ke 6" nptrinl of a nlNit Feet 1666►the send IVN+letuena IoptM et"w tflet M resew,u Meeeuy,nplMMe 1611,M tma end etMt ,. esM+rthal a"Isle w eeeesa: Wis. am ro raj tow Qatari,w UUe a w i&h& M wbyM In t tragesesk end w lfest is sae►@ awls nee wimsa.@straps M eaeatr,aet selWlep u will eel leterfen ettli Ise nese W pmr}o6u sf ttw esa6reeel:sld asesew res heft -5.0 feet M sus aide.ellen sew«N riot YDS of 1116 follertnl d""itled mew line erouln the felleertal design""pgenim: A ten (10.0) foot ride strip of land being five (5.0) feet on each side of s line beainnir>a at a point on the North line of that tract of land described in Bonk 323, Page 539, Deed Records, dashington County, Oreon, said Point being Josterly one hundred thirty (130.05 feet from the Northeast corner of said tract; thence Southerly to a point on the South line of said triet, said point being -westerly one hundred forty-one (141.0) fent from the Southwest corner of said tract,. Together with the lemporary fight el Irllewsa eines and regress end use far saver ewnstrw tion VJrlaoaa:. of sdd:Uonai Lnds lying parallel to. alone both Ude, and within-12-0 -gal, when meuured at right an1101. of the above dseerlb.d perpetual easement news,reapUng and I rrserving le stamen the unrnetealberwd enjoyfen#. uea and present upon the premLes Th11 Irm peeaenallon M all UrvrYun, wore eonairuellor w ea7 —men, shall lerminale upon rempletion of the ort. a whish Ilene, upon rr.,wU or the release Ihrr.of uwner, Ihe City wltl Isau. a I, orlllen 617 rf r JJU � tr '• Y - 'I - . w �•�l, krl1..1.�ti..,x... . .`yyr.Y.r■ �, •. `` to r4i ; tar L `�y.-.! w•- .•�_r.�---.,,� Y�y UO 8333 ��• 1 K' Should 11 be necessary to rul and remove am I rush, I►eee. er ober attar w met"is from IW ewsent 3{ ens said bnuh• trona, of elber atter and materials (bell be removed and dlrpoeed of by the City and the ! City lhdll 10010 the ea■en+ent are" m a nest and wwtinanll►e condition. The Clly atreee that in connection with Its use of the perpetual ■awmenl area and Is Inap00iing,mpatring•maintaining,at centering geld serer Has.the City will teat•IM Promises lee nest and work anllh condition and as nearly In the preuUllnj Mie as practicable The treaters do hereby warrant that they are the owners In to# simple and have the right to great the +I. $bete described 4&um0nta /- N'Ilnru our hands and rsts this 7___ _ .__-_day H AML) e_._. -— ——_tSTALI Fred 5. Ulnen --(SEAL) Pets llrig . Ulnen ,SEA LI __MALI Yor a ronuOcralinn. IM morigalt )ten on the abate described Properties Is hereby made subordinate to IM vaaemente 4110.0 panted bated this !• day of Mash n ton Federal .8a nae Loan — Tills STATE OF OREGON, 1 / !w County of r(Jt S. -✓ t._/_7 _. 1 On Ihts �� day of Ili A tit 10 ( _--•personally appeared the abets named and ocbnowl0dited the foregoing instrument 10 be their voluntary ort end deed. — - - wrore One i a Notary Public for roles Mt :0rertl,1*11 bavu k IW j '� My tof'Intealnn e■plrer.._ _-- - ---�--- 1 i t )tit na■d 1. ..-+ �4 e 7 Is 6 L Vay►x ..••t• RCY)LA TNbNaaLN.C1a■wa so Reeerd■a Iii-dow p,�K 617 FA-,,597 -DoE � __ M"'r1 rI� ,T . .l r`,• .�j �,�.`.'� it f•.ti'.. Malken •' Fy�;;f3� .,901 v ��':. T��'.. .y •`y~ KNOW,Ahs,/ lY TNgt PROflfhll h1a1-n�1=_- *}� r. ���.'+. •. �Jat-fil! Pam 110 K4f'�'�� Mesh/eslatal la wYwathae at Nte ass aTT50f'QIOARQc� mesldpai•aarp&Hllae M o�'asae. WtalsaNar•btetaLIIW, han1� hatpll�;'aa! . W meril,esb 66 QiT Or THAM a pwpood tlWll&vV,ad aaeraeb.0 haeerlle.e[aaw iy fl/MMai e0r W aaaaa&ael M hese ae aasMlesy Nee' aa*aalat r brMs telMetas some W/WPMBS h �"�,. hrfahlal'aa¶N: •• :J^.'M r.�` - }4`�-� .� ,ip S� 1-•• w� rf' An :46"! ea�ferMlN Mlfwe&1 rfeMM toq sae aaar�so it the!w!w aL gin Naafi ::e�I wa,as«•ers. �a11MAR&e.I OPWW ad npkbq M n edrptollaa :ewer•Wa W danrllan& Willie w M L rarft e:nMW ra.r�•wptr4m~.Vow aM allow W to the eranen W WIN to the Ueda. wgaal 4 too aa&awaal, aM liw rWW 4 mha w 10 w Weed,saeaI to::weirs be0ala0, IN vt!to Iewim"h W r&aa ad Powpo&aa d W wammwy am aawMse am eau� two M aaah ales.*bee mewPW al ltM Ya1K me W a.Il..lq auvlhd aver We vibe:W ,• tMMvb f aaalpalae pralllYw A :trip of land tan feat in width, being five feet on each aide of a canter line when measured at right angles described a: follows: beginning at a point on the North line of that certain :r:cct conveyed to Fred Shrier a: described in dead of reord in Book 192 at page 277, Washington ! County Deed Records in gection 2, Township 2 South, Range l West Willamette Moridian, Washington Coun , Oregon, 141 feet Northwesterly Eros the Northeasterly corner of said tract; thence Southwesterly to a point on the South line of said tract 347 feet Northwesterly from the Southeast corner of said tract. t s i 1: 3 1 Taelpara.� wanaalNl Together tooth the thaWu>/ ri.'hl M iftV , .:ray led nanw. &ea ay for atovr 008mon„- t4a Perla:::• at o"lueow 1aa6 Irome panuel te.&lay both dAy W tolthla�Q •Wa waaatona et ftm agle&, M tho abo" aaaatWawv&NdGawrml,ru : nnrNo/ to araeWa IM r Ir ftembW aala7ayal. ter &M Prawvatlae N W atraetr&a Naawl apr IM /real:" T11& so" "J"aaMayao oball lanah"4 aper aaap4llae of the Mia/ Nllet►atUM �a14 &1 ab4h titer:, aper rMme a( lea atoaar, The Qb wool 1'." a •rlllae nl.&y 1&wheal eooK 619 rig 185 I ----------------- w a907 i DM ty • 4,. i r'w 1e k.. •;�erJi I tir Srr7�s,Thi• �ti•,1' ? k' 1`ahiM� ttMwld M be—•n 4 ed and twMwe w brusk trout or eU.rr m*Uw ma Mnuej L t, area w W"trove, ma ma etbmiller n. w end twefeelda shoU be e..d dio"W d b tM CW w "%0-,, Clb Aad laevo LM mmum f ens Ya aA mid wnt WwWks eMdlUaw The Ctt>r wg tMl in drones""^ "i !z WM w wM Of tM PMletwsl Orman"mass uN In lbmP'Mlw4'*Palmated,mdwuhrd,ma rquday w eswee s' Idle,the C"wo be"the Msmuse in.nau W vat mamma eeadlllsw and as aw b is W pre•exie tts wy M /rKtlreWe. TAe ffantars M be -by wsrrewt 00 tM} at W wwwwn In be ala above deeerlbed ensmeda PM sod ban IM rtAl tf ftsM tM I' wileaw ewr bonds uld soak t►Y-z-z '1 r CFuilOCCt! lt�fi ' n -- - -- — .(fGLI ►era apamo 1!e aaertdafde Ilss ss W she" deee ""menu above pssla4 de P"P'"11+ M Mrebf Ms&-+*bard uu U LU Dated tbla_.__ _-.1q i RTAr1 OIIf P.pN• --_ --- — rue 1 ff 5 C•wV N�fy�al�[l'hl�lntt0�___, j• Per«..w ePwu.d w eve wad e 1sa4 1.-Shr_Aronti-Cha=l4tt& fwtNy YM TU*St U be tMu veleeur/Wl and heel ---- • road S.•.-.r ✓1f JO le�C a tL �jPsbtu — own T%C*Mtn. Dllea.I of 11.e.r,a My Coa+aWlen arolrN:_--L A� 619 ra^,r 1.86 V Ism. .1 3e 87055038 j 'N 1- � CORMIATSON • PUMXW 1AXITAgT SIWIE EASD(EIIT • _ mm ALL ma sT Tull Full s TNA! g � _ o rCan ttocUtea .• e• w tee the affistors, • sosf arae es arthe sum e dsllaes U ) free t • ty e 1p • rte " tae sa • Oraat•e, haat p Newel get., the City of Tigard a • perpetual eaaasaat for eeutroatlag• reesostruatlal, •/•retial, upescalatalalag, ltlal sad repalrlsl at an underground sewr 11ae and Appertesaatss, • teeetber with the right t• tsmsve, as uasaearT, ve/atatles, folia/s, trees sad other sbstrwetlese as the following described Passel of Land, situated to • the City of Tigard, Waablsetse Causty, state of Orelesl • IT IS 1171LUZT OXDUSTOOD that this esgese•t does net •early ear right, title of Interest steep% these etpreaely stated to this "04"st, set • otherwise Prevost Orasters from the full use cad decision thersoverl provided, howvr, that snob nae shall set Interfere with the ups• and Purposes of the • latest of the easement. In COW"DEW10I at the Prealaeg, Oraste• agrees that It said Oramtes, Its ~ eneeestate or agate" should taut• said easement to be v,e•ted, the rights of the Ora"O f Is the AbOve-described a -coast will be forfeited and shall LSr•tsee4lueately revert to the Creator@, choir suceeesers and assigns 1• the ease i ► event. 1 TO {APE ANO TO HOLD the sboro-dsocrtbed Sad bested of rless unto said Grantee. Its successors sad assigns forever. i, IN WITNU I WNEIEOF. the uadersilned corporatlo• hog caused thl9 cases*at i to be executed by its dull autherlted, uaderolased officers acting purausat a a resoluttes Of Its Beard of Directors. PORTLAND FUTURE LIMITED PAITNEISNlp B.j ?T, r•moral partner B 1 Naos e7Z�e-oracles s•. Corporate Beal ry pro r.e .a � — STATE OF OIICom me. !, t•ar•tar County of Washington ) G personally appeared r. Michael Mutant and Mark C. Cram rho, each to twat du y sworn did say that the • Cesar • I , t o ----- --------------------__-,frasideat and that the latter to a•eretary at YFMC► Inc. •n•nl excess of ortlOnJ . a eerporstlea, s tet t • sae • to to 1:1 s swage aeugl�s trw•at s t e cerperat• seal e! sold eorperatls• and that +a sold Instrument was filmed and sealed in behalf of 9014 Corporation by authority Of Its board of dlrecteral sed each of i•atno•,It to be its volustory set and deed. than oet•arledgad said f , (NOTARIAL 1144) otsry u e o /as r•r ./ My Cemslsales {glreew Approv" a& t• legal dnerlptle• this -V-45)day of ' off T 1 t le CQlJ/JfIY/r s�/7I1.1 fyI/.,�,.,��. � Appre-•d this -� (h!' day of �' I,. lt ••''r �e-_ OEPM TN[NT n► COMMUNITT OtrtLO►KLNT CITY arro.�nn . CITY oN ncAHn T,ttal (ltllp) r•O. nUxmay Tanana.Olt P7UA /:j 'Westlake Consultants Inc. • 7145 S 11J. Vorns Ad ' Tlgord, Oregon 97223 503.684.0652 FPer4i4arnt I98ftONI• Sanitary Saver !UR '!Y 01 rioard east Job No. 277-01 / • July 24, 1987 G� oeiaor it a It Ai e�i�:iirae • LEGAL DESCPIPTION r��r A tract of land situate in the I.W. 1/4, Section 2, T29, RIM, a , w.M., City of Tigard, Washington County, Oregon, being more particularly described as follower t A 15.0 loot wide strip of land being 7.5 feet on each aide of the following described centerline, beginning It s p int on the .ju_' -�.. erly line of that tract of rj land conveyed to Poland and Mary Ingalls, recorded in Book 270, i Page 455, Washington County deed records that Is North 50.28'48• West, 85.59 feet iron, tr4 southeast corner of said Ingalls tract, laid point elan being ch the centerline of an saistinq sanitary , aewar easement ca described in Pook 617, Page 59?, washingtor County domed rer.nrdsr *► thence, 41-4 the cehterllna of laid eaeemeht, South 39'711:' west, B.00 feet to the true point of beglnnin, of the herein i deacrlbed certeiliner thence, Nnrth :•06'14' welt, 211 .00 feet , ti thence, S"'nth 14•=1'16' i+lst, 208,00 feet i , w r 1A rre., e, South 5'14'40' Ea at, a 70 feet to A print on the * . ,nt of an *silting sanitA ,,..•r easement as recorded In 1'!C Page 5v8, waahlh•;' ntt died re.rrda, and the • =nus point c:f said _eoteri . G tj • nes of said 15 f .ifs a rIp are sub)ect t 4 and 'of lhortering A ae to terT,nAtr' Lipon the proper I Imp, e N C �J z �& �Ma � # } � o le r44 N to z M �1�w� '''• 2 '- ol 00 !• A►fC t/1v Mf OJ I� W g y8 a w PACIFIC NWY a ITATI Or 061000 } .ro q,,,e.,,w I,,-C" 11 3 L nll M0Y-2 PM 12+32 Number. 1; A%aof DOW Iban"a: a .138 r 433 KNOW AIL MW air TMK ►IILISNR: Tbat N fiL—_ — -- �---,-- { arl�a:L►' HtGoILMS.And-.Ud.a-11-eue_3tndr".-Htis &ad eT1n rfi � r 480.00 +�er�tV YaneMNah.In uwlrbntlen of 00 am of Il -. to be paid by •: p t t�Y^.c�,TwaA ,■A■ytpd t111'palYllee•N Onpes, b"%Arw$WOW the cps,matey rout.barwa 81'11 elearrtrelab,01 CrR OF TIOAM a WpsW Night.ef+ey g d ellae■eq a ba1'wluaA,0r daeerlbed,Wevther, s M■fMr�rT'1'fW+f+e1 OW ""nM Is w u It"W.w am benlieodW dntrlbed and d"Itte tW 1 fl>•e■eett,ler. IM Wwlas am am Nr}sI j t. Aa Wjoio ■bend pe WvW T1gh4e6way a" aaa ratio al fa the purloin,of late'UMIMg,peso- atrwellu�,_"of ling, uulWlnlod, Iftepeetlns new npat"filg of n uuderpeued erwer Ilse and e 114"Ism,with the right to remains.u means".vegeULIW fdlep,Wee aid ether t seel+nNee letrllhb the easewseek area. but nAervtng u n the granlathe :1W to the lands. aubleet to the ewatee11, and Ibe right Is make nwh Yu thercN.n11pt 'e eonartrurt buildings, u Wil"Intsrfen with'be uses and pu"peafa of the sasemeall uld ew■.nl ana bolAt131.4 .'eel""""b aide,whe'measured al right angles, of the fallswtng deaer'bed 111111,01'Iloe within the y fdlewtng tNslg ived laemlwa: S tun (10-n) ft<,t wiro trtrip of lard hnirar five (Soo) taut oh e•Ich cid a of t lirul 'QrIrUlir4; at n oint ca tho aorthi rl, ::nt_ of that tract of llul,t d 3crill^d to BOUt: 534, ^u,an 433, :bed ?ecorrle, .vilf-in,•ton bounty, t recon, Wil •-.oint Lrriru; nuL"7'1� ttlr^o lutrdrod forty-eoven (447.0) feet from the tforthrtaet corner of uaid trnotl thronce --c+u.U.,Jy to u print on the Jouthveotorly line of uloid onkel t,olut }.niap .esterly one hundred ninoty-nine (1?9f0) fe• f, frog lho vont outherly lootit nornr r of r 1 Terwpessry uremewrr Together with the temporary fight of Ing"egs egr1'se And regross. and uY file sewer ronnrur tion pwpoAes. of additional land.Iring p.rallel Is atop,both Allo, and wlthln.ltt �l feel, when measured sl fight Angles. of the above dewrlbed perWo,A19480menl Nsa.eeece pUng And rl'4rHng to granloro IAA unMcum tiered fe)ormerll. w and preaerrotian of All rlrVrlurol Present vile" the promises This temporary 'seems"' shell lelmrntle upon rnmpl'Unn sl the ewer rro"Ill Yellen work st �hl,h lime, upoh r,dwrt Of the ower, the Cloy iolll Irrw a written"Ness, thereof r 617 w' �e'IA . a..et'�iay¢t� a\14.IC A4'.ty V.• r 'd.�t'd.x VtV�� �iM/yi r/e+y,'A \ !T l r 'w41t d to i �r }•� -.f .1�. eye � i Should It be aotouaq M eW asd reaa•e•fifty brvab, trees. or other mallet Of materials from the si"m l sres. said brush. bees, for •Ikar aaatto asd vast«tsls shall be reatoved and disposed of by the Clty asd the ';It! shall Nave IW aaaomwl area, In a Mal sad wortaaasllko conditions. The City agrees Uat inpmsaay •Ilh lu use ad !M persists.: ewsotl aria and Is laapecung.repairing. maluuaning.or replacing Bald asnew Ilne,the City will Nave the premlaw Is a Mot and •ark manlike eondllinn and u newly In the pretalallag rule as siroftleabl• The va,taare do Mnb! varranl that 1 k/ are the wnen to lee ample and have the right to Stasi the �•.. above Aeaeribod vaarmesta. s .. N'Oneu wr lunch and talk Ibl►_ 29j.1L_/a!el 8_ep[�mbei_ _ is 66_ -/ - ,I ems) JS[Al l C r �„ ^ -- -- ' A Ir--o i u[ALi - - - - -- -_--(SEAL) Prof a consideration. the teortpae Igen an the si,ove dewribed properties to hereby made subordinate to the raremfnte shove granted. Doted this day of _ _-. _.--_ le__ MOM"JN - -- Title STAT► Or OPMON• I r c,unly el Weehington i as 29th Se tsaber 66 On this -da/N_.—.p l5_... _.�.poraeealll apputed the aho+e named +Charles . Items and Alda Irene Stearns t end•etnoolNSN IM fentelag Inalrvts•SI M M lA•Ir r•Iunlar►art and do•d. �— — -- NMay► Pohle IM"tooC. Feb. 7 1968 7 u('1eal f5 xg J,�1� a4MA rmosourrl.Dir so,r Ib..rsa a twttaae ' a-Ilr fl? , rr r , 1 - — t rCt ! Es�..�. AIp:.•.�ow.•►�w►G..Lt CO�1�irwt�.•►tcK 11 +1KG/!, � �.11G�G\V Gd �1�\►�^r•CgH,C1S�"11 �1I���Gr 1'CvIG�lV1o� l \ ` / ffa♦ �1 1A C. 1 S (SDR . 87•x5 11 1 1 odd s`�o,Hn�e.�� ►C�e."eu� e� c�rsw�He�> •.Ga�ew.��� �c�� was �.relr s �c1•s�\ S(('``uA�G L'C`l �'V►�f �!. F•SN�l c� k+ IC�(.'11y� `1O(Cy1ti i•�t tV.lJ�r 1 h V!,t�\�►.�1�N � iepl► �P�i+tiµ+ M11.. �tlft SGt 14 J CITYOF TRFARD -- TX OREGON 4 M , o1Af I0 Sep mber 23,19138 Tiga d' ast Assc--:iates, Inc. P.O. x Portl -,OR 97228 ATTN: ! I?avid Zime! Dear Mr. Zirael: It has come to my ate-,?ration that condition r u. 3 of your State Highway Division ?.oAd Approa:h Permit; (copy attached) has not been met. Please initiate action to rause this situation to be cc-rected. Sincerel , VJohn S. Hagman LA Engineering Tech. encl: � 13125 SW Hall Blvd.,P.0 Box 23397,Tiga Oregon 97223 (503)639-4171 APPLICATION AND PERMIT CONSTRUCT APPROACH ROAD PERMIT NUMBER 'HIGHWAY DIVISION1 y —�.— AL ccwr�iLx� aC../J •— — fNAY NAME MILEPOI14T ENGINEERS STATION Pacific Hi.gtnaa West 10.1_14 132 + 50 _ 1 Jc V AYNUMBER COUNTY SIDE OF14IGHWAY I APPROACHTOSERVE p NORTH Dt EAS! �! Washington p SOUTH n W:t; Cc7mlezrial developErler I''---P K OR NEAR LANDMARKS HIGHWAY REFERENCE MA-i.IID ATTACHED DRAWING NUMBERS - S, W. Park AND S.W. McDonald 4v-294 1 of 2 PJ-,V.9-9-85 APDL, \NT NAME AND ADDRESS BOND nEOUIREO AMOUNT OF WHO REFfREr•-E Pq YES ❑NO OAR 734.511-075(6) r n�V•QD F—mercury Development Inc. INSURANCE REOUIRED ADMINISTRATIVE FEE AEr'ERENCE 338 N.W. 5th Ave. Gd YE., ❑ n Q NO OAR 734-50-025 W,4 (3) ❑ TEMPRY DEPOSIT 3 - ^ Portland, OR 9722 ECK AMOUNT nn-A UMSER A7M• Paul Gram D I ST R i c. 1"IJP �^/ 1- 01!TRICTI MIL NA PERM DATE:COMPLETE ,A ) APFItICATPON REC(EI\ ElL-1 r-1 REGI 4EN R - DATE L_ CE ,'SDE DU,1d 5•(- ( IJilll �1.OP /J OVALpA7E �( APPLICANT APPLICATION DATE C APPROACH ROA13 COM?LETiON DAT[: ' X �C�"1"�>C K`./a�7VQrtY� REFERENCE*OAR 734Si1-0SO(4) The appllcuH dedwoo eat he/she In em owner as losses of the real adiolnrrq Ila above described h"Ay and het V c l_.%A authorey b aPPh for ase pam 4-When No or, pacalmn is a proveU by the Deportrrw+l of I(onsportation,nha applicant Is subject to the terms and provisions contokwi t•-*in and amass=and lhe",mn A Oregon Ad- mknisrvtive Rule,Chapter 734,Division 50.whk h is by Wa rolwonow made a part of INS permit.(.)pies of the Ruk may be obta red from Die District Maintenance",vprwoc.'a oltce. Issukq of permits undw these regulations la not a Rrdkq of axnpaance,with the statewide Mamlrp poele or M adtnoAAedged compreMnaM plan for the ante.Parmb are Issued sub. f,X1 to"approval of city county or ottw gow new Lal ages s having eller)oklt supervlskxl over 6»section ofMphway r(suerorlly b regulate Land use by alaans o1 zar:rq andJa building regulations It shall be ee appkcam's respons"iy whereto obtain any such approval Including,where appocable,bub gwernnwM determination of compliance v^"the statewide plamkg goalie(OAR 73450-055) SPECIAL PROVISIONS 1-11 the proposed application requires tra.'ric control devices and/or special road construction,the applicant shall provide a copy of this application to the affected k7cal gove nmenL T 1 driginaf application must be signed by the local government official. 1.(X1A I.GOVEnNM OFFICIA IONATUR TITLE DATE 2 The appl int or)143 cont act r shall notify the District Meint—eance Supervisor• office of feast 48 hours In advance commencing work And after co pletlrlg the work covered by lhl6 permit.(OAR 734-50-040)Telephone of r 3-Applicant to insta-U and maintain signing to control right torn in and zight turn out as shown on 1 of 2. 4-Widening for right tin-n lane, bike large, curb and sidewalk as shown on sheet 1 of 2. and 2of2. 5-Improvement of existing roMway and radio; at Park Street station 121 + 42. IYf E5APPROACH ROAD—CURBED HIGHWAY -NOT'eAlimaterialandworkmanshipsha)itlelnaawdancewiththe rentSlate ^-� of Oregon Standard Specification for Highway Constnlct.or R/W I — D R i w CURB TYPE r)c- 36' DnM- 9' C STONE BASE SIZE AND TYPE COMPACTED IHICKNE&%(IK1r Extg Curb 1V-0 14" • STONE LEVELING SIZE AND TYPE ODMPACt[D NICKNE53(INCNf COURSE2-" _ _ 3/4"-0 _ \ Do AS NALT C CLASS txMePAC1E_DHI1CKNfs.SPN('.r1 CONCRETE —i PAVEII T Q 6 C 4" Hwy � � ----��—.. PL AN SEE BACK OI Aiq'LICA1tUN TcrAR.G - sT /43soc lRr�S L A t r' . L-;,'Y' 3og /�TrN. iMEG. =7— 4�4-5 C IE ?Z^ .+:Y iqi T�`ti'•�'��� Ti31i4T Co V4P17YC-Ot/ Nor •&c&w ove ri � J` �N/i/ 2r /7C r7OA rZP G�4L�SE Ti�fr'S S/rr.�.q--r�o.�/ ro dam:' e'►_nt-.��-CT�2� , rA r Ale����Y L)V. 1,je w y� x TICOR TITLE INSURANCE ru nND OREGON CITY BEAVERTON .. ��;rfl !.566668 643-8646 13125 S.W. HALL BLVD. t _ P.O. BOX 23397 C11YOFTIGAM TiGARD, OR 97223 (503) 63Q 4171 OREGON To: . 7 DIAD � FRO �?Vr S MESSAGE__ �_ GG�f�1 � Cfyf- /�lr�! l//l</ E � tee — ��i-/.."�� � �?�;pmPa� _ die is g�rAl %� Ala SIGNED DATE__4z A- VLe-- z-,e I L__L-1 wr 10 HEPLY a1 u ' s , _ 4 t E P 19 1998 6-47111 �► �' _- _--- - SIGNED, DA T E - - PLEA E RETURN ORIGINAL COPY WITH REPLY KEEP PINK COPY FOR YOUR RECORDS ORIGINAL WP1_ICATION AND PERMIT TO I•�pF PERMIT NUMBER +_ "'CONSTRUCT APPROACH ROAD �'.tee''HIGHWAY DIVISION fur.,llyJA'e Nn%st_ i MILCPOINT ENGINEERS STATION Pacific Highway. ''•Jest _ _ 10.114 _ 132 + 50 HIGHWAY NLIMB*,-R COUNTEl Y SIDE OI:HIGHWAY APPROACH TO SERVE b NORTH EAST Ccm_wercial develoIx r-nt 1W Washington _ SOUTH wrsr 13ETXVEUN OR NEAR LANDMARKS HIGHWAY REFERENCE Ml.P AND ATTACHED DRAWING NUMBERS S.W. Park _ AND S.W. McDonald 4v-294 1 of 2 _ Rev.9-9-(.:5 APPLICANT NAME AND ADDRESS BOND REOUIRFD AMOUNT OF BOND REFERENCE 2516) _ 5,000.00 �!YES L�NO 5mercury Devel.oprent lnc. INSURANCE REQUIRED U ADMINISTRATIVE FEE 338 N.W. 5th Ave. 2 Lid YES U NO OAR 734-50-025(3) ❑ TEMPORARYDEPOSIT Portland OR 9722 AMOUNT CHECK NUMBER DISTRICT 2-A KGs DISTRICT Mq�yrFENA - UPERVI GATE COMPLETE Ann: Paul Ceram APPLICATION RECEIVED REGI ENGHJ}�ER DATE 7 L ADE L , J C / C UTILI -�^ - VI% - �p� [[JJ QVALpAQF _ — X 1 APPLICANT APPLICATION DATE ' APPROAGti ROAD COMPLETION DATE: \OZ`� `-0-S X�C>-�.s�� � I[)~1W� _ REFERENCE OAR 73450.050(4) The applicant declares that he/she Is Y»owner or lessee of the real property adjoining the above described hghw.iy and has the lawful authority to apply for this permit.When this ap- pkcatron is approved by the apartment of Transportation,the applicant Is subject to the terms and provisions contained herein and attaclied hereto:and the Ierms of Oregon Ad• ministrallva Rub,Chapter 734,Division 50,which is by this reference made a pert of this permit.Copies of the Rule may be obtained from the District Maintenance Superdsor's office. Issuing of permits under these regulations Is not a finding of cnmplierre with the statewide planning goals or the acknowledged compmhensive plan for the area.Permits are Issued sub• rt to the approval of city,county or other governmental agencies having either joint supervision over the section of h,ghway or authority to regulate land use by means of zoning and/or uildng regulations It shall be the appkcanf s responsibility to obtain any such nppro,at Including,where applicable,local government determination of compliance with the statewide planning goats.(OAR 734-50.035) SPECIAL PROVISIONS i—If the proposed application requires traffic control devices andlor special road construction,thin applicant shall provide a copy of this application to the affected local gove nment.Th Siginal application must be signed by the local government official. LOCAL OOVERNM- OFFICIA IONATUR. TITLES U,/J DATE X ��. C/tel i,' ? The appl nt o0es r contract shall notify the District Mainte nce Supervisor' office al leas',48 hours in advance At commencing work and after co plating the work covered by this permit.(OAR 74.50-040)-1 elephone umber: 3--Applicant to install and maintain signing to control eight turn in and right turn out as shown on 1 of 2. 4-Widening for right turn lane, bike lane, curb and s.1dewalk &9 shown on sheet 1 of 2 and 2 of 2. 5-Improvement of existing roadway and radius at Peck Street; station 121 + 42. TYPE 5 APPROACH ROAD --CURBED HIGHWAY NOTE.All material and workmanship shall belnaccordance with the cur- W rent State of Oregon Standard Specification for Highway Construction. — I - --- lVi 33' Rt- 55' R2- 40' IA- 900 DR/W / CURB TYPE Dc= 36' De?,- 9' C — SIZE AND TYPF COMPACIEDTHICKNESS pNCHES) � STONE BASE _ 1Y„-0 14-1 _`Extq Curb - -- STONE LEVELING SI7.ANDTYPE COMPACTED THI4KN£SSIINCHESI counsE _ 3/4"-0 _ 2" Dc ASPHALTIC CLASS COMPAC I ED TH ICKNF SS(I FICHES) Q IIV Hwy Ili Pffk`IENT_—_ I3 & C 4" — _T � --�-1_ PL AN 134 3307r'(3 83) y Y SEE BACK OF APPLICATION UL -MR June 3, 1988 Tigard East Associates C'TYOFTIIFARD Attn: Mr. David P Zimel ORE PO Box 5308 Portland, OR 97228 HE: Tigard East Sanitary & Storm Sewer Relocation Dear Mr. Zimel: This is to acynowledge that as of June 1, 1988_ the public improvement project known as Tigard East Sanitary & Storm Sewer Relocation has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following: ( ] Completion of incomplete performance items, namely: [ ] Correction of known defects, namely: [X] Continuation of developers maintenance responsibility and correction of any deficiencies which may arise during the guarantee period. To assure the aforesaid, until such time as the project is fully accepted by the City operation and maintenance purposes, the City has taken the following action(s): [X] Authorized release of the original performance assurance, namely - Irrevocable Standby Letter of Credit S-08873 and Amendment No. 1 thereto. [ ] Authorized continuation of the original performance assurance in full farce and effect. [ ] Authorized a reduction of the original performance assurance and is holding the balance as a assurance. [ 1 Accepted a (reduced) performance assurance. ] Accepted a maintenance assurance. [X] Other: Is holding an Irrevocable Standby Letter of Credit S-09145 as maintenance assurance. Should you have any questions regarding Any of the above, please contact me at 639-4171. Sincerely, D iohn S. Hagman Fngineering Tech. JH:ht/3076P/111, 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 To Grp O�.-e- /Li ��� � �'�; /I"{c �•�.._ ���-tr �� . Poel ll'roullnp redueel ped 1664 ROUTING - REQUEST Please ❑ READ To ❑ HANDLE ❑ APPROVE and —T ❑ FORWARD �Ct 1 SCC llt 2G� ❑ RETURN tyl LCC �C,) f❑11 KEEP OR OISCARD L_J REVIEW WITH ME ►nnP V\ C,ti1.r :)ciV' J � p � Dale 1__ From CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF : _ _ DATE SUBMITTED: _May_31 . 1988 ISSUE/AGENDA TITLE: Canditional PREVIOUS AC11UN: None Acceptance Resolution - 'Tigard East. Sanitary & Storm Sewer Relocation _ PREPARED BY: _John S. Hayman _ DEPT HEAD OK-- CITY ADMIN 0' REQUESTED BY: Community Dev a monk Ser.lv. POLICY ISSUE None. INFORMATION SUMMARY 1 . The project site is located adjacent to SW Pacific Highway, on the southeast side thereof, 700 feet south of SW Garrett Street. 2 . The work consisted of relocating a portion of existing sanitary and storm sewer mainlines, resizing the stern facility and adding additional lines and appurtances thereto. 3 . All work has now been satisfactorily completed, inspected, arid tested. A satisfactory maintenance bond has boon received . A. Staff subsequently recommends that the City Council act to accept the project work subject to the usual one year guar•antoG period. a ALTERNATIVES CONSIDERED No alternatives are recommended since the City--Developer Agreementspecified the acticn which is being recommended by Staff to Council . FISCAL IMPACT Nuns, SUGGESTED ACTION Pass the resolution titled: "A RE:SOLUIION rONU.111ONALLY ACC( F'1 INU PUBLIC: IMPROVEMENTS KNOWN AS TIGARD FAST SANITARY & STORM SEWER RELOCATION." ht/5091D WAM CITY OF TIGARD, OREGON RESCLUT'ION NO. 88 A RESOLUTJON CONDII 10NALLY ACCI PJING PUB[ TC IMPROVEMENTS KNOWN AS TI GIARD EAST SANITARY & STOP' SEWER RELOCATION WHEREAS, the City executed a Sanitary & Storm Sower Compliance Agreement dated September- 14, 1987, with Tigard East. Associates, Irc. , to facilitate rolo-:ation of a public sanitary ary sower line arid a public storm sewer line to specified standards arid specifications; arid WHEREAS, said Compliance Agreement stipulated that! "At such time as all public improvements have been completed in accordance with the City' s requirements, Petitionce- shall submit a "certificate of in3tallftion conformance" to the City to notify the City of readiness for conditional acceptance inspection (Arid, then upon notification by the Department of Community Development thcAt the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond, if not already provided with the performance bond, for-in approved by the City, t:o provide for correction of any incomplete work or any defective worl, or' maintenance becoming apparent or arising within one (1) year after conditional acceptance of the public improvements by the City"; and "Upon receirt of certification f rum the Department. of Community Development that all roquirew%.�nts have been met, and a One Yoar Guarantel, Bond, the City Council agrees to conditionally accopt the ;iub I ic improvement subject to the requirement of completion of all work and correction of deficiencies and maintenance f,-)r a period of one year" ; and "Petitioner agrees to correct any defective work and to pVr'f01`1H any maintenance, upon notification by the City, arising during tho quararllr'(' period"; and WH14, ,1 , said Certificatior has now been received and City staff has certified that all. requirements have boon inot suojoct to correction of hereinbelow listen deficiencies; and WHEREAS, an acceptable guarantor Bond has also been received; NOW, MKR� IRE, BE It RESOLVED by the Tigard City Council that: Svc-tion I the I i jard City Council hereby accepts the public improvement kno--n as Tigard East SAr, lary & Storm Sewer Reloccatiun, sub iovi to RESOLUTION NO. 88 Page 1 1. 11111111111111111, ____- - �� -0% - - - /"ok '11\ "• .j:- � � 1,*�',� 11»1 1 ,., �{` / 1 '� C t �G c v .� ! V y c c\4+.t , �y, S .S x >a1 ... , `1111 V) �,, "7C y� 1( �'� � r /" / \ � . " '\. C, `` 1 «1111 ' ....._..,... , VV r ++11,1,1_ � "�"w.., I 11 y� 1 q .\ ♦ � 14. r,'.r ,_1 .,p H+4 /. '�� OJtt 1111 :, ". . -.4, 14 /_M w c4 /• , I___. .««11^•11 1T' ,`{ r O I / ♦• �l\1111 ««« ,� /� w M _ `' Are - rte,,.,. v • t�(I` J A r \\ �'1 • '\�j�\�X, _f, - ;}/ r ' ,i T O S •j.. •, �, 'V�. , yD ..,.,...,fA�;;v,,,,,.... .._11_11... 11-1,1 __ t.,•�..,,.. _ \ ,..iG: �, T�� a z.s �. �. ` ,y _. _ 1111 - _ 111.1 .�...... �... _1111 y �.,/�,.� __..........�.... � _ .___ „,, .. _,.- -1:1:11..:: ��1111 •�•T �' ...1'....,....... ... +'"' .Iy:;;,,".-•"` ./ GG 1111.-,^u+"'.. ..1,...y...,� ..� ..Yr-'`!`>.. .Jl "'�r' ,%�- 4.1 + f / � 4 , . tp� ...; J/ �„ , ,,: _..."`1 ,. _111:1 *�, � ,w' ,:. ��a.,,,' L ...L... 'V ., 1111.' ' 6 � I . V �C 'ctti'..r, y «.. 11 *\ ,., 7 N •.r, .."' k.....:«'.' 1111 •^'"» 1 .,n '"`« ,,,ri .:�.�...w 1 Il .� -4 AL 7•� 1 , r• 1 .1�P ... w . it ,1,,111 lI (:p '\�y �' r , -• �"":...s✓'.. •' lrx .t' •..' r. ' cLE -a ',_ I M ---w-•- I / ..)• '(117/ i( r A F 1111, / ,1 a 1 �/ SOLE Ifi- 4-o Vd�4 .,.i� ^.••""'.. !,.f •`",. .-••/' r' ' ,••`' /.,.✓'� �� LE. Z3G.0 ., .. Y � .. (�`�7. 70 O�% .., /,,- � 11 . ----. _ - - : . «. C "r. ,�� «.,,,,.,,...,,...... t, 4 /.,, .r CE• ^F. .. :i u ' C 4. - \ t.._ r i 11 .. - Y�. ,r ..� �.++!, ./... - Lam' 6•. / �'�. ,\` '1 , '1 `»., '�` '� C N :O 1 �Ii1`i '� --cam-- ' uses « ,. 'r ,. I - .- ' 1. _:-- f� , _OWIJ ..�' ,' K11�1 234.00 b �. a / r f /� �/ fes,". "`�' ' ....-.. f 1 _ o .. A ` /fir 1111 . to 1 ,,,, J . F 3v G r _«� «. - I , 2 31.80 `4' - '* 5 .,; -1111... �,V. ' :x, `' r TE 1 GN _M H - 4 �' r' <"� -- d'T '� 41. 4 Q� -___ .-.-, :r .. ,�"' fir x �, •• ,, S - ,,1111 ....,...y..._1111.. " , • / r..�' ► �•ti. = RIhA 2 530ui _ ` '. , f c^: -+sl. i 35. r •T h., �� i 1 • I , / af. Z• 1111 • ��� • f r4� `� a�li / �. '�, <.,1111 d ... ,f, <' .. 11 �•,„ 1+ W . E•„> YY 4.40 11t'C� a#D�L�: r f E, OU 2 3 5 d j �.1� PIPE TO DAY LI •" �, -' ' /�OVERFLO'W Il 4NT • „ t..•-•1111 �?:....0. - " ' / �fIFIGE �jEEL, 23 - V STA (4 00 •• ......,..�. _ .L , l't 1 Ili '' 1 1� "I k I !__� 5 \ ,/ i , 0 ;� j' 1111 �/ «,..•. ..w++lww.. r w �� 1,111,• /,. � � � , .../ j .. f *: f LIJ P_ „. i = r U L. � � < flE7ENTIOt� M N -Z. ,y,. �' �''� ' DETE ION � � _ `•�� I,' `) �,.. D.$. \ : `: �„ �. `'tit 4 _ ♦ {, �. - rn CLEAN_ OUT . I ..� . k. * 0 1 1 ) , 11. ,TA. I 0* &-ii& . '% ",- / . 'It � !;� ,,, f ��� RIM Z c ;. z _ ` � ,1111..� � �-I _ RIM 2 3G, SD T" 39 / I •.� �'.. ��9 i.E, 229,�Go I.E. IN Z27.BO } „a1. ,r' I.E. IN ? p .i / ""rh •,, :. "; Z I.E. OUT 'ZZ9,Cil r2 f'I•.O% tea: _ � ,`X:'; I'.E. 7UT &.0 I:. t a� I -ILL. I OVERFLOW EL 234 . , ,� t^'f;.' OV1 R N, 236: � .r h,�' �, :f ,.. , � (r YY _. .. J ^�V11 � ;ORIFICE SIZE=-31a Orl .(o . v I M ' .Z 9. _' 1. s, � .y ��,,, . m 2 9� , fl, rr :,, � r 1 U f` �.J n //' � 1. �( :'L9 p • 4.. N �`x I.E. 3 • t� „i ✓� 1.7/, Gvs„ N J . ,-r... .,. ja:: : i l _ IN' 4'CLEr4N -OUT % , f 8e (o3q y4Z3 � MH. 5. 41;5 ,.. , 7 3' STA. E' �: ,.. " o` 1'f. M - 14 6�II} � E 2 30. S '" -7 ij�/��/` ,. », ,I' d <" ,/ \ ;�,;�. , . « r .s' STA :lG ")t� •,, �� 1.,111 ,... 5d" 1. ,% A/� 1 �7f ;s,: .<. -% i .. 1!r, . 4 e Z 101,70 / ' Q. ' ({\ 1/ Y 'ter O / / 1 `•Itia ,, { `� ..,�..,•5d „'^�.......,, D 5. •rY'' % , t /' / G,5- � t'•% fI 1\ s'x. % `'+• ♦yl .,�, y, 4i„':' ,u, �F�"� '�. `';1 t {,.,..........,.... G q q ` ' i ` 1 i • hi J / . I E. Z Z J, I E. L Z /. _ `'' .. �e .�• `('_. ',; ",� . ,. t h w.r�.�,�� �y +• Y - % . Qt a ! %1 •,> !,; ::>' ` %, / ; y`)11,11. v � .V. fZIM .• g S.. Z 3 I ! • .: .. .6:?'.i" "N „= Y. \ ". - - v ;1 4 ye t „(� jai l' 4 Y 11 r <' y - s. ,•;.�. t7^•. 11.11 t� .•.., ." « - t �• ', 'f J .j �» , t t ZZS. o 1 ryr. ; 11 � , A �.r.,,�_���) y 3 1� „.„.. _.> ... 4 t= 11� w < ,_ Y 3G ,-: '�, �, „ } ,, « � 3z•3 8 '�y�, 1 ..._. !o ., , �� .C. I E ,�� .. Z O to .,,_.p�,�,j� 1 8 i 1. ' fly --,..-, .. �,....�.. �•"`•,w 7....„.....„.•,.. .. „ ::r:M : ,1111...,„ x o1;... i .�.. --- �'• `;:", �` `!" 7�,•,. ' ti.G�c� 4 RETEN�10 N Ms rr „ WZ • w�. _. t ��J p r r p� .„.� IZiM w . ` •••... ..y; .,,� t'";. '^".,•., ^tea '�. ( a, .. I �". •''♦ 'Y .'' . v� � � `t Yv ..r..„. ',,..,, w , . .„„ „1111,, r �If v .y . ;_ ,••, :; .-. .......... I E I�. $ 'N Z I , -1,r �' �, +, W W -. EIM ?:.2d.Z ( OUB .. 1. ..., s .:, a,'1111.. • . ' s U.�"' I r ,�. `� �,. w.. .._. F N 2ZS 5 . h F I' t' ',i _` - G� " .e: 2 X10 , ,4, u, f1. r sh ul° x �:. W „ ,may ! - ¢`: ,r 1ti �. <a / r e. 9 " ., rG„.ti1,,.. 11,„1,1.,, 'x •'�'•� .. t: „ V , i '� �' a Na Q Z Ll� W T f �{ y II r , . 4 �3 , w 3 - �-. ,� E sl J. 1. ? ::. <' M f- Ir r W C7 v MH• 3T.-3 f a4 �� ....Y Y-«» _.. .:« .,..« .« !f r R1 . ^, im Q co a W ' -t ;� .' :>� �. Baa -. «.. « , ::' r > ; c <. .. a t 0 cc,.. 51 A 3 t Z 5 �) „.- s Key / +C' t.t1. �vr.. �. r i . ' ! 1 4, fJ , lV +� n. . .. .. Iv r+.i.w t a. .1 .»......... .»1111.. .'! , -- LL" » I.._ ............ ................................................,........................................................................................................ ............................_..........................................I.......... ......., ...- ... ......................... w Q M . , W .. 1111. 1111... ........................... ..w«.««::... .�.. ............ ...,....... ................................ ............................... ................................. ................................ ............... 1111... - s ... 1111 i . . . . . 1 . . ; 1 . . . i , . . . . . . . . . . . . . . ».........»........... ............ i . . . . . . . . . . . . ...i.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..i. ..Iw•.�• 111.f.... a z . . `. v'1 I j . . . . . . . . . 1 . . . . . . . . . . . . . W ; . . . . . . . . I . . . . . ; . . . M. i µ.... i . . . . . . . . . . . .N. . : i I . . 1111 . :_ .� . . . . . . . . . . . . . . . . . . : ..i.. .� �ie� ' , _ t ' §.*N Lal W � >. 0 P- . : - �• - - - . . . . . . . . . . . . . . . . . . . . . . . i --a . . . . . . . .W P . . - . . . . . . . . }- 240 . . . . . . . . . . . r� N� . . . . . . . . . . - W w Lu �, �... ...................................................................... ....:......:........................ :11 i . . . . . . . . . : . . . . . . . . . ! �. IT.. `r ��. . . . . . . . . If` © µ ............................ ..........................."".. 244 I- ! . . . . _ «.. .« J rf'► _1111».. _ �. . . . . . . . . . . . . op . �. . . a. M 1s .11.11. ..�... � � 1111... 111:1.. I . . . . . I . . . . . . . . 1 . . . . . . . . : : �,s _ ,� �,. : . : : . . . . . . . . . . . . :d\ '&():M : : : : : : : . : ' : : . . . . . : . . p�' 1tj 6� N > N' N�wj tU ;- - '1 : : : . : ' `- . . . . . 9 I � y;... : : : r N. K1 :IV N � Q Ir M.N N N �,. �r Z 3� j : : : : : : . . . i . . . . . . + ' H . : : : : : : : I,.Ir N N N � y. . .........................a.....................».........._ _ ............... �' z z :PRnP05EI7 � 1 . . . : �.�,. tx1z. ...............1 .....1...1 1 ..............111........1.. ....................... . . Q -..0.. Z 7 ... :... 11 . . 1 . . . 1 ; 1111 . -. MSI:41-I 'Eia .......... ........... _... F .. 1:111. 1111.. h�' �.� .. ..:. 35 :- y.r 1111 . . . 1111 . . . _ 1111 . . . .< . . u locw _ _ ww !,'. ✓ 1 1 1 1 . . . . i� w � ��I 111!1 ..� v . . . ..-9 . . 11 . . . . . I 70 . I : : . : : : : . . : . ��" . . . I. 5:P x.11.?�. . . 5 230 . I....•.............»...I........... i........................ ,�- . . . . . . . . . . . . . . . . . :... ......... .............. � . :... 111:1. 111:1. . »1111. _.............. 1111. .......... ....__.... I _ .._ . ........ ....................._.......... ...........».»................. ... : . . ' : i.. . . . . . . . . . . I - . . . . . . . . . : . . . . . . T . . Q I,ojZ"�o . . . . . . . . . . . . . j . . . . . . . . . i 1 1 1 1 . . , , . �, �� I . . . . . . . . . I . . . . . . . . . i . . . . . � �.S P . . . . ... . : : : : : : . . j . . . . . . . . I . . . • . , . . . 1 # 2 2»� : : : : . : . : : j . . . . . . . . . ' : . . 48 1-*•.F . : .,.. : : : k. ! . . . . . I . I . . . . . . : : : . . . . . : : : . . i Nl�ii 7... :......:...:...:...:...:...,...' " . 1 1 1 1 . . . .% . 3 . . . . . . . . . . . . . . . ` . a • : : : : : : : . ... . . . . . : I . . . . . . . . ' L,. »................. L.......................... .............. ......................... . ..:............... . . . . . . . . . j . . . . . . . . . i ...... . 1111.. ............ ...�. . . . : ..1 .I i , _ 1111. .. ___. .......... .......... i . , . . . . . . . . . . . . . ......... .. _............. ..»................................... ................................. »......_....«»«««.._.... ........_..»...... 1 . . . . . . . . . . . . - . . . .. 1 1 1 1 . . . . . . . . . . . . . ...L.� . €...223 1 10 1: . . . c�P E? 1.4 5 I . . . j . . . . . . . . . I . . _ ��A P . . . . . . .� . zp�; L. .'F . I . . . . . . . . . I . . . . . . , . . G I_A 7- : : : : : : :u : : : / . . . . . � �N . . : I : . : : : : ' : i : : : : : : : 1 : : : : : : : . : . DATE I .. ......................»........ . . . . . . : . . . . . . . . i 1111 . . . j.... .. ................». ...........»............_... ... ......................................... .. .................................. :1111. . ... ..... . I ti► I I . . . . . . 1111 _ . . . . . . . . . . . . . . . . . . . 1111 . . ......... _ ......... 1111.. . . 1111 111 .. ... 1111 ` ' ! : 4. 1 1 1 1 . , . . 1 1 1 1 1 . . . . . �.sv ..Qll.��... »....».................L.».............._..._....._..... «........«.._._»«.. JUNE 10, 198t!v • I : : : : : I . . . . . . . . . . . N : : : : : : : . : : : : : : 1 : : : 111 _.j........................ :o p �: j . . . . . . . _ . . . . . . . L . . . or-�; �,¢ N4 h N . . . . . . . . . . . . . . : : . : DRAWN BY: I�AIAIT 1N�cNN i*rMS .A80`✓E �+t7E : oURI j j ,; }= . :dQ �: . . • . . . . ' . ..i?N�Tw�c:?! N. i')F' Sub :EQ�JENT BUTS , ci4LIS z� I . : , , * , , : j : : : : . : : : M. W. G. I . . . . . . .� . N . . yQ• ' . Z. lriR01-�T . 1;.1/.IuH4� E !41N4S A►•�P PtZevEr.rT ;P, rvA4& Lam.. -� . . . . . . . . CHECKED �Y: Z I S V .. Kwtu . . . . . . 1 1 1 1 . 1 ...._ ............. .................I..... . . . . �. V) ....i»....................... i »...,,I......................�..,.ii ..... 1r i . . i . . 'J(I! ........... ....-.. .. .... ......... : ...... .........:............... _ F A D M N N L wZ r :... .._ . . ...... I.: . . . . . I f _..... ..... . »...........»......... »1111 «........4 h _. : 1 1 1 1 F C�.'�N'�'rRI�CTi(DX1..s!7oE1Z It'rs7�5 S. »,.« 1111. . EVIG 1111 U !. u i I !a K I 1 1 1 1 . . j. . i . dN ,A N6► ;/�ANO IC E . . . . . . . t . . , . . . 3, :.T Ai.a. R1 w1:S .�1T FIN I P VI. . i A P I : : : : : : : ; 1111 . . I . . . G,R�►QE THiS CONT ►�,!T . . . . . . I . . . . 11111 , I 1 1 1 11 . . . 4 U►JL.E55 t�T 4eewiSE I+J ED, ALL: RE�xlCNES SN 4LL. R' ALI� :\N©Kk: AS'Sf7t:iA7 EG KV.I ttc� rNI( �1AIN :S fOkiit : . . . : ..�.. -..«. :...... ...:111:_1:...:...:...: :...:......... j . . . i : . . j . . . . . . . . . l_1N A .1�2P. :Sl'1E. SIE�AL I : �C�NFc�KN.1 TO eIff:Y. Off-: . . : . `i . »................. B FL! N a )`J D C L_ . ........I_. . l.L �T O � A1C K)ci L� S . . . .. C'�) . . . ..... _...... 71,G. 5 �L>�.a.�lis HILI �P 4-rll6il : L ;S . . /c�C7}5� S G.C4�.- t: G NG � . . . . . . _ _ I . 171E_ . . . . . . . , drHlE INACsE•S LL 86 CCJIMPI�EzTEG p•E °� QE C G CL_A55 III CD CRt#?E . . . ' ' ,�l i. P.ip.. ,rO ,. N' �K 4 NIA . I : : : ' : : : : : +-. : - : : : ' ' : : : : . . ' . ; . i : : . e. . 1A 1,5>-7�[L• "E_. /V/__ /N /t?-' . . . . . : . : . . : . . . . . _ I 15�LL 4 aPI OT RUISEi�fZ JON'T PIPE OR IJNI�OGZM #LUM6IAJCw. GORE AWO .r_.4' A .F I : : : . . : 7 l.• "C_5.r 1.09• : j : : : : 1 j : . ill" SPIRAL RI6 /SLUM. IE GA PIPE.! S�'EGIFIG/1IDlJS . . : : : 1111 ' . : : : . . : . 2 0 5..... . F . . . . . . . I . . . I . . . . . . : I . . . . . . I ---- .......»...».................. .............I.................. ..1.........,.. .......................I......................... . . "1' . at,L b E rt: iJ•T I b J �F' d►L lE S S i ��� I� I T . . . L• .. ».......�. ............. .................... ............................ .....:.................................... .......... i, ................................ _ !+ ' SdE sw e.E7.4: 044L UTILI'r.Y i ti.-OG Ic>w's ►` . TNf;/7 ORAw1N,la Ata r 6 _ .�.. . . . . . i . . . . ! I 1.. 1111 I.. TU...f .. w I .0M. ..; 1 1 1 1 1 1 1 1 ! . I . . 11 1 1 1 . 1..1. ........11...... ... . E.x.:64.6.1.«Y... .Si.rl.(a.W..e}...O u�P�6- .r.�6.caus. .�..STeuu,�:...1..»'u:5 / ''4.... ._.. . 1 . ► C�G�d,'1f' ;D... /'iTH "I`I�tC'S f�RDJEZ"1': �`•� Mia�1«ir�MconAiwO�rao . . . . . . , . : i CALE . HORIZ. I =40 �tE A �J R r ro • tt . . . . p'"ew � ' j : : 1 1 1 1 ,� 7 . :Td,POG•kOiD►1ly W,Vil�o. h Y'. DwfIATIO►.1. FqO" T.a ANo A a froIll �I/• ! / ir��� T. I t �f F.+ �UR1s(EY� J� J FiS� P AN� 01/ClD IN ANV MANMt I : 1111 . . . : . o►u TN,s: �+�:. N: was �ht�t»I.►izrzr� � scr�E.�Nw . . . Sit . : 5!'r/�lsi'G-!t`�:1 : .S' I . . . . . . . . MUST : FSE PRECEQ�D! t3.\r' trVR1TT 1 A 7:H 1 w1rN rNt wtlrrtfr E \} U n+¢RLr4 iCliJ SION or Mal. : : : :h�: :�- +dr,Ec�� E'JDs�Glt/c I i : : : : : : : : : : : : : : . : : ' 1 1 1 1' . . . .L N' 3GNE�.',�K.Y', PL,S �s. c . . ��� I . . . . . . . . . . i �Y/�+ h 141 PJ j �1Y ,3�Y�7 �'1 �'`A/Nfj C� SHIP ...................... ................»...,.............L. .................................1. ................................ ».......................... I 1 I . C) 'r:O R A L. 4 T i .^ PiR I [-- ` C A . . . . , j.. ......................»........... i.. L................ I E' DR,A 1.1 A,c.E N t,I L15 C- L S SO .I.. r... . . »,�.. ...1111,. 111.1...........- ...... ............................... . . . . i ,... ,,1111. .............I.................. . . I....,... . .. . ..._ • 1 . . . • .. . ....'...I....................... _ ». ... • .Z.y©. ». •».«»»»« ..«»»»»»».«. i . . . . . . . . 1 : . . : . : . iOi ..U►.i'r�� Q.F..�G1•�cGrRr...Z.�,�L.F.IN1 ....4A �ii�,.• 1 ; , ,.... s T- . . . . . . . . . . . . , . T.T A . . ; 3T I i I S: A �. ?, # 1 . 1 . . . . 11 1 . . 1 . . . 'N. . . . . . . , . I .� 1 i i . . i . . . . I i t FG, : : : : : : : : i,_... I . p . jA�i,il/. �Sl�%''r.: _-+�.ri. ! : 1 ; . . . . :� 3r4+It l.►IJ E vF�IL. > 15 Fes; "pv%i,IC' I-I N ! . : I . : : : : : . : . ! : 1 1 . . . . . ! psis , _~ �S 1 L,�.400. 7a : . . LD [.-.,/ i t ♦ • ; ; . `a' . . I to / ....,....... 11111. _ i... ; bNit' S C Y7ffJNS 1111. 1111.. ! I 3 N � -5�- , I . EXC A•- .................. ............................... ................................_ /9 � 1111 . d _ . 1 1111. ... ...... ......................................... . .... .... .._ . .. .. ...... . .. 1111. ..�-: ..................�..»......... ..... MAW N rr,A,Rr EAST SEWER I© INCORPORATED ,'�1�=7 �I F 16 , r N 1111. ,...1 * - , ---r--- .1. 1111111111111111* 1.1101� h ( I I I I - l I III I l Y �`77;;1Tmj .ZpIIf1 1 • 'I I 1 1 ► I I 1 I ISI f 1 1 1 r l ► 1 1 1 1 1 .� �11, r. 7,.....,,, ..-., ! "..,. _.�+ _1 111 1 1 1 1 1 1 I I L 1 f1 1 1 yy� � "a`, "TV I I SII I I I I 11~ I '') I I ) I I ( I I I ( I i I I ( I 11 I I III,IIIIIIIIIIIIIIIIII`iIII IIIIIIIIIIIIIIIIiIIIIII1II 1 ., I + *„ A, ►.....�. I 2 3 4 5 6 7 8 A IIID II _ _ 12 . NOTE: IF THIS M ICROF I LME U -- - DRAWING IS LESS CLEAR THAN ^�''� THIS NOTIC61-IT IS DUE TO ...r' '....DRAW THE L I T Y OF THE ORIGINAL -- ------,-- -----,-- ---- -- - - -_ -----_ --._ .-.-.-------- " " �r ,r OE 6z 6z Lz 1Pz Sz bZ EZ zz Iz oz st lal t1 91 QI bl EI GI I1 01 S Y t 9 S h E � la•&•. ''�'"'- "• "' " .-"'�-"'- 1il11,111111111IUIIIHuluulllnlllu1n14111111IIIIIINIIIIIIuulu111nu1n11hIUI!�111l11111i111I1i11.i1111Illlllll�lllllllllllltlillll}INIIIIIIIIIIIIIIIIIIf11tIi*fl1111HII1tlltlltllPltI IlIIHII111111111111!II111i)IllIH81NIIIIII�IIU6lilI11INIII111I�WlIN1 I �;? F� � 1 �I"d --aV=- .+ _.1w. ..rte.. ..�.,"& -1111. -. - to - $ �. s1. , Moore- _:.,-,...•mom,;: 1111,_ 0 �.,, 1 , .t , ♦' "1 � �`k, X• .,•'C 'fJ '"'"•r w�` 1'ot' '+. C.:? ���`•, .. f"., `tom - '}' �` „^ q .....-... ... .. .. r.. _. o,�' �.. : + _.. I,l •Jit /jam' i � ;� _ ...__.. .` �\ . , ,,,^,...,.r.r.r r..•. r,..J' .�^,•y�t+swlj�tP ,.w,,,. .:. .t �1r '_'-a�wn"• 4 y ..".-,::::r.,,,,,,.nn ...._. f""I , J - �_,.f��� .y,,.rk'! .. { , , M . 1 Al ♦ ; � i� """" _....... .�' : , r _. ,,� ,, y` r , : .. ,, `w as O'3 , r r --- .�•�•� �� ,,. Q /'� r , < r „- , 1 . $GALE I e 40 r 0.; / .r y~'� e� �'t. r/ J, t� r.e•�� �',a ��,, r'� \i ;rr`' ... 'y�, ` f` t t�♦ �(� ... xf.� ,r•'"r",-„.rw._.. ( :��,'•l f,,,.•� r ,t �” 4.�, 1\ .s.tr/ •t. A., ,• %.,,C',, ' � yt / ...,.,.... „ r, 41 .r #, «• , r .r P , r. •.� f i `w �,`., -^r t J .•" / ;.. „ ''. °~ y t t ».:. X }"MTisuf 1 S�� C1 !' i :J « w « v ,i 1 11 -1- ,. ... ,,.r1 t.". - ...r• ..+r ,J . _.. ,- _. .". ) / , ,,., f ,,•' �r• r y tt !£ ,' FOR c,x')N,riP TION A'= �. ,b �� '�'"' I Tq ZY .' N w y: .. 4 r ,,' S N�E I 5 : / ► SE ER SES. ,� >\ Tei► � 7I T tr �l �'� /, ~ } `rwr('. J F « r/,..:., \ j 10 f f ,,( f! A�: .h tj j \ C V �� f,' tC4� �� i� W� »,..., .«. ». M t •� p....r / t A I,/ / /� / � Y\1 14 1I t\ t1' . :', 4 f �,: 4. » I;.:: \ { u. ' 1 ,r/ i A, rt r/ t J Ky !r Q f ,s Q / ,`y i,r / �. r ti J - r F {� -> " / / t u } ;�� " _........... ... . '' f F R� T T u dfQF, fi :,� j' , '. / C ` r �cs, °' '. �t} L �•>�� c o C :mss• , JJ ,✓' �DIJ INUA 1.1J «...,.:. RM 'Si' .. !, :. f -1J1 �• w SWEET Z t£r �� ,'/ is r, r � ,•- 1 / w yr t ��..,, 1 .. ✓ 'S.. ( A A i v` -. f ♦r t i ! LU f ? �\ � � , 0 �� ,�� :i rt ,. )1.J „y,...- ,t., N ;1.. ! cT x � »...r. .,: Ott ' . ,r 4 H f �"'� '� r: ' V # J t x� s 1 i/ 1r 1 ,,r. ♦,rs:.: J lj ,� � ;; , ' :P 1.1.1 w ,' Cta; t. f.! \ ! . ; �` y.1 // M.' t;r !y� / ,.. # �,. c. ;r f V ; e r:{ ` t. < � ;t i I �+ /' r ,4 Ato ! ♦ r. r T ..._..- /) N . .. , .,Yf \t f 7 : s I`, f ,r,!`t y t•• t•. j.- J` i t M• # ` ..�'/ F- .-. _, ^�'�{` / ... s i " S t �s • s r;, �i' j i J,'rl t� `r r'� g a. • ..: '. / /r ,t} , i \ . . �,' i: +.,...5• 175 _ - / Y a n r ' .^✓ f £ of , �/ �'}`... rr.--'" l" KJ .� .+.. r tt L`. £ M , ry f " W.� t rY ... .. -' x`` , t I :I ,J �� ::a:. �� t Y ), J, ' S/ : u'. - ... �s r o, !U. --, ! t d f i£ :•� £� � �( � 4t � j .t � et � f ! i Q w .. £ C" `h v e. p . i . , ` r t , . / ff ' i : u :i ^ N er , ,: ,, '` , «w i f .. . .«.. 1 . i. , „>a ''.a1. <: N t ••/l.., t i # 1 _ ,. { : rP, 'k '� •♦ .••�... j/ i,,. -�k \ x� ••�,� .� ��.: . . �� �' ♦__•.........~ .iK' �]. t i ':I : `. i P {( •++ ' 'i °::.' : i.. ' ` °# �i•: i -••r r jrj ... �. ...s. J W,``••.•.«... sy, '1 ~ yt i } a y r-� 'i :Y• f''' : i t Z s A ., J .} ClI . :.`: ., ;�6 a + v 4 •'t ....t•..: �.. P„ti 3 •.l £: `i t : — ... # � , _,� , . 'r '♦ s.)`P,�it ^ .. .", e•� a � e(1 '•♦ t t * 7 t at .. .. ;) 1 � , * �� to � s t f' �'♦\,I 'e'�• wx X, , ., byw .;,)+ • .c. •.., £ }r t t f I� .. p '� �` :', �./ .y'..., '� /ff h1 �, ,. �... , h,,, .. >,.. . ,.... f �,w. l £ 1 , (� ,` r... y r: �. .. t 3. 1. £ ;� L`, ..: .,♦ �, �l p T �,q ,R,. '•••w. r�+ ,) "'www y :U t M ` 1 j / } . �•� i, jij n• •,7 �, 'M1 .. VL, r ....` rMC ' „ ? vr.. •q >• ^\ !11..1' .. .. _... ...., , ,,, ; » »., '~7 .r J t,. .R _ »"'"*..f--,,,,, ,..... ....»,.»,...»,,.»-."1wr,H, •,...,..,.,.. ...,. -. .. \ t... „ cc' } •y7 G :c:'"' l�. ^♦ t i SPP: « w. , Itt•,:. ». „ r... "►.•. 111 F••' i .,L'•1 N 1s S it ,•Ii... "•, fir. ""»,. s { t:'� �" ♦ .... £ . •<.•.. ::i: ,�;\'•. •t •'1# ' <,ti: ( £ .. .. �., M ) t' ' , v s. ) , , - is £ "C # ^ i '��\•`,' .Kr, >r. w .., fit,. .. ,...:. ^,. € .r .s : A. '' V - '� # # 'Ptr _ £ Y C yY "^•. sem ff f.-� • 'I,:tll I W h...t .., C. �....„.,,�, �( A` :^+ •....`- .:, .., �••y/,✓ w. *% r v:i £ 1 ' .. 'S, 1 �: • 't' '�;': ; >:.v ), i a��� 4a ! 1' .'S1 i ^� K�' r,.', w: 'wM.,. ) • .. - A '`�, .: ";r►•• t t,. .,� - ,.< st !�! ,�1 t" •i :\, - ry pf r♦ h� y c• y» \..........;..., c,, tt` t i" * . . k w� £ ';' 4, x t..« � - �, £ , . W ,. f hC. fir ... F., ;r. y•' Y 1 f o > ` .. y _..., . Ee r.« Sr....,,.,' J eq f .".." tY... ♦- 4" h •.. •J , 1 `�Gw" ., "M1. .^,•»,. .r'` "'�ryrt'"':' �- ! s'� .� r i t•J i\£ ,L� r, µyyy, f ., s r "} wC ... yiC`�' '' , r.c '. ., •`At'. _ la r. .. ..." ^ r VU r�' ,,.. 1 �; .« O --t O f ` I «, __. ........_._....�.._.._...._ •.•.••...••....••_,........_•...•••-••••-••...._........................................•... .................................................................................,.........................................................._.................................................................... 4 . . . . .f�.. ....:::......:.. ;.. . . . . . . . I . . . . . . . . 1 . . . . . . ;.. _ . .. ..... ... _........ _;...._..._...._......_.......... __.._.... W . i . . . . . . . „ i i... . . . . i . . . . . . . . . . . . . . . . . Q . i i i . . . . . . . . . . . . . . . . . . � - ; . . . . . . . : . . . . . . . . . : . . . . . . . ....i.... i . F . . I - . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V i s , . . . . . . . . i I �� . . . . . . . . . . I , i OC it i Z # . . . . . . . . . . . . . . . . . : 1t1 . . . . . . . . . 1 . . . . . . . � j1 . . . . . . . . . . . . . . . . �. . . . i . . . . . . I . . . . ' . i I / �? . . j £ 2 50 . . . . . I . . . :: . . . . . . . . . . . . . . . . . _ . 1 ... -J _....................._...I ...............•............._I. . . . _ . . . . . . . 1 . . . . . . . _...................•..... ................................._... .. .._............ i . . . . . . . . . . . 1 J E 1�1' .........i.......................................I.................................,.....€.......................................I.......................................i................. . ... . ... ...................... I . . . . . . . . . . . . s...:... .. .. . : . . . . . . . ......._.._......... _.._......._. ..._....•..........! ......-..._.•_•............... �.........._._ . ..... __. ......._.... _ _.__...r. : . . . _ . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . ..,....... ..,... . . . , . . . ...:.... . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . .�•�. . . . . . . . . . . . . . . . . Z50 1 . . i �. 0 r .., _ ... if : i . I . . . . . Q . —,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ; I n OWN , . . . . : : : : : : : • I . . . . . . . . . :tA . . . . . . . . . ; . . . . . . . . . . Q' . �,.N,n . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . �-- A1 : . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . In ' I i . . . . . . , . . Op W1n1 N i . . . . . . . . i� t �' , ; ; . . . . . . . »................... u 1 tp.. . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . ....... _ . j.. w.i . . . . . . . . ae : iPao�vl r-tNfs .........I....._............ ..................................z.,.._w...- . I Z4 a 1— t9L ...... O' .. . ...........P..�Q.P.QiSi G?.:..Ftt�115H..:,�R:t#AE.........•. .. ( I t . . . . . . . . . . . . . . . . . . ' �' tales. .... .... __.._..... _ ......._...•...•.•....•...........•........`.�...... . r� O. N . . . . . . . . . . . . . . . . . . t". . . . . . . . ..... • . . ` ; v tJN : i . . . . . . . . . . . . . . : . .�. . . . . . . . . . . . . . . . . . . Q: :r ,r.... . . . r' ExIsTIN ADE - u . . . . . . . . . . . . . . . . . • C,� csrl�' y ..i. O H' 'ui nj: EXI'ST�4r G RASE: ,. ..; .�� `. I .pl +. PI1 N F . i I . ' � ui . . .l' ! . �h �(._ _ . . . . . . . , . . r +~: . . . . . . . . . j . . . . . . . . . . . �-♦�} N i . . j . . . . . . , . . V j .p��.,� : . . . . -- . . . I .N . Z 1 . . . . . . . . . . . . . . . . . . . . . . . . = . ! . . y,�---. . . . . . . . . . . . . . . ,j EXi5`TJA1�'w: ! .A1JI:Y/lpty: 'ttw�R: . 1 i . . . . . . . Z - . . - =•{- _,� -rr� . . . . . . . . . . . . . VERIFY' EL'EV. T T . . 240 d: �rao �c »................. ..............»..» »...... ».a. ....».....»................... Q 1 . . . . . . . . . . . .� . . i W. - . . W• �' �UiZ1AJ AA: • v ...................:............ TkUC'�ICkJ 1.40 . . . . �.. , . . . . . . . . . 1 . . . . . 1. :..i.... . . . . . . . ....€... . . . . . . . ....`... 1 / R F y'� / .�-:�' . . . . . . . , . . . . . . . _ . . . 1 : . . . . . . . . . i . . . . . . /. i/E . . . . . . . . . . . . , . . . . . . . . . . ' . . . . . . . • . � . . . . . . . . ♦•y 4 r I 1 I i ` . . i `��r. @ �.,�' r y. i . . . . . . } I ♦ .S I . . . . . . . . .._.r. . . xp5'fIN�' I . . . . . . I . . . . . . . . . + . . . . . . . . . I I : : : : : : : . : _ . . . . . . . . . . . . . . . . . . . . . . . . . : E ., r- "� . . FOfR r-oN,TINUA c,11.; •OF . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 235 , . . . . . . . . . I . . . . . . . . . . . . . U3: . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . I . ... . . . . . . I . . . . . . . . . . . . r _......_..... ...... ... 1 7 t TORM EWtER S 5 V G CS 5 : : . . . . . . . . . i , _. . t �. .• i......................................:............................................__.........__........_.......i............._.......... i . . . I } • . r. . SHEsET... .. I.... ! I . . I f . . . . : . : : : : : : ' : : . . . i . . . . . . . . . 3 . . . . . . i . I . . . . . . . . . ' . . . . . . . I . . . . . . . . . I O �yEv . . . . . . . . . . i . . . . . . . . 1 . . . . . ,a'� �. : : : : : , . . . . . . . . . . . . i . . . . . . . . . : : : : : : : : : 1 : : : : : ` : : : : : : 1 : : : : : : : : : i : : : : : Q. L t►�► { �D:R GN7^rNUAILN D� . . •. PCS : : . : : : : I : . : : ; . . I . . . . . . . . . . . . . , ' . . . . . . . . . . . . . • . . , . 2 3 I . a s i . . . . . . . . . i . . . . . . . : : : : : : . i . . . . . I . . . . . . . . . , . . . I .......:................... Jr1►]iCY'.:5�.>N it...:3.EE .� �,F• I . . . . . i . . . , J DATE , . . . L?- . _.. . . . . . . . 1 .... . . . . .SH F- T . I . . . . . . . . : i . . . . , . . til. ... . .... .... .............. _.............,._........ _...�». ..»..»... _.........._.._..... . . L~ L.. r i... i.. S U N E 3 0, 198li . . . . , . , . . . . . . . . . . I . . . 1 . . I . . I . . I D11NWN 0Y: ' : : : : : : . : : : : : : : : : : : : . n I : . . : : : ' : � . I . . : : : : : : : : : : : : : : : : : : : : : : : : : j M. W. G. . . . . . . . . . I . . . . , . . . . : : : : . : : : : : : : : : ! : : : : : : • : : . : I : �� : . : : : : : _ . : : . : : : : : : : : : : : : : : I I , . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . � .. . 19 - W. . . . . . . . i E . . . . . . . . . . I . . . . . . . : . . . . . . . : : . . I CI=IECKED 011: ZZS ; . . . . . . . . . . . ' . . . . . . . . . . . . . . . + .r . . . . . . , . . . . . . . . . . . . . i . . . . . . . . . . , . . . . . . . . I . . . . , • . . . . . . . . . . . . , DI+r. L. .w ...... ...... N....__w.•.w..w._......... .•_._•..__.•w.•w_....... ..•.•....••...•......•.•.•..••...i •.•,•••.•.,..........�.. L . i A 1 \f• : : : : : : : : : : : : : : : : : : I . . . . . . . I . , : : : : : : : : . I : 0Y . N : : : : : : I: : : : : : : : : lIEVIilONO: : : : : : : : : : : : : : : : , I . , . . : : . : : 1 : : : : : : : : : i , : : . . . : : : ' : . . . . . I . . . . m : : . . . i : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : : : : . : : : : . . - I V W' Z.Z.Q_ �:_�...:._:..__.:...: . i . . . . . . . . . . . . . j . . . . * ^ . . . . ........._..._..........I.......... ..:... .........L...... I t .. I 1 : __......... . .. .... ....... ..... _ r~ ZZO . . . , . .... ........................ .. ... . ............. _..........................__ .._............._,............. .................... • . . . . . " . . . . j . . . . . . • . . . . . . . • i Z Q' � . , , . . . . . . . . . . . . . . . : : : : . , . . I . 1 , . . . . o� �Ww . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : ' : : : : : : ' : : . : . . . , , . . . : : : : : : I : � : : : : : : : : : : . . . . . . : . . . . . : ; .Van Od . - . . . • . . . . . . , . . . . ZIS . . . . . . . . . . . . . . . . . . . . . . . . . Q:M.— .I.TARY - �j Q ».....«........ .«.....•....w..«.«...—, :.—,..........•.............».•«.»....•...........•.A...............,....,....•.................,.. ....... �./ S.�W.Iwn.R?i....Pr1s 011A NOi A TNf i i TN • a • 0F�L�..•............................I...,...............,.............. Z I5 £1 : �' i _ �................ ..................... «................................ Ni AINir �oli C AAfi : : : : : : : i : : : : : : : : stef�L_E : r-�orIZ. I , _ ��� S-fO. M SE1�!11�k', P.f ,C.�.FIL I r 1 t_ ,. 1��� ; I '... AN Alla INOT 10 �� �a� VE • I — I AITTtN f 3C A� H rO/R�I Z 4• . , . . . . ' . . . . . , . . . . . . . . . . . . . . . . . . . . . , . . . . ANN ��� . : VGF-T. I" . i . . . . . I . . . . . . . . . . . . . . . . . . 1 . . . . . . . . I ION OI IIa1. ......................... I •.......••.._..__........�._ ..-.�.�._-'-..........•..I......,...................._.•.... : . . I : . ;.. ...... ............. . L.• ..1.. .. .. I Z 10 "P' . . . . . . . I . . . ...... ..... _.._. • • . . . • ... ... .___.. ......... ............ ...., _....,.._..... _ ............... .............. ... ..........,...,_......... .. ........•....�................... ....,...�................. .. .... I ��:++�� f i I . . i . . . Il ��irl1 I . . . . . . �. I E r . . • . . . . . , . . . i , f 1 . ' . i I , . . , . . . . . k 1 C�, . : : : : . . : . : : . : : I : : i i . : : : : : i . . : . : : : : i . . . . . : : :.�:u�, :� Ir. : : . . 1 . �.o !� . . . . . , , . . . . . . . . . . . :........... : . : . . 1 I . . . . . . . : : : : : : : : ......«.»»i.......... .......... I .., . .. 1 MA N I CEZE �� GINE rrs I I 12 I o 1 1 i 2 13 I.. X ORPORATED.. . i" Not r- ., -7 ,7rwr-R I 5'57 4 �F ? � " F ,' ; W „,, a,. • i • irI . - ti. ... - a..wr.Mt�rr.r .we,�•ll �• •a,.• - .t �.� ., .. n!'[S".1""...:�_--airi`iie_ ... iii��..��.- '•' . -'_— .. .• .., �+ �'''` 1111111111 1 111 '1111) 1 1r 1I1IrY1 111 1111I ( r 1 ( Ir1111111II1IIII111III111 � I1I1II1tt11111 ; +�' )'T• `� - 1111 t 1 1 1 rel � 1 1 1 1 .( I I . I ( I f I I � 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 I i � 1 1 ( I I I I I I I I I I I I ( III ( I ! 1 1 i l l , . NOTE: I F THIS M ICROF 'MED 2 `� 4 5 6 7 e 9 10 1 1 12 - _ . DRAWINIP IS LESS CLEAR THAN --__~ A ' ,"I; r THIS 1VUT 1%1-2T I S oil TO �. QIIALfTY OF THE ORIGINAL a •' DRAWING. - -- .__--_.----- ___..---------'_. _ _ ____�_ , -,'"-""� OE 4t iIZ [Z tit SZ trt' Et ZZ IZ Ot dl 81 [I pl 91 fl EI tl 11 01 • O [ O S lr' E t 180.9'1 •''' ,r 1olI6IIIIII11111111tillnnl►111t1llllll 4illimlll otlljisuhm{taAln161I1N111ffilf 4ttdNNltlllhoilltNIIlftt1011111�1111114 �111111UMII11111R lIIlI1111111111111111"I 11111 HN . e 1 JULY . M 7 1 92 ......a"'."'.."',. ""'.. _. ..�•---�°"--•— "�'�"�-- wr�o•r' '_.'�-_...---.-•.. -..w,}.f.--,-.._.__ ,,,,..a..:.r.... r - , - '... �, �,. .,, �.. ,.»� eMl, s, rc �w,,.,�w,• ...•.�..... �_._ . - _ . ._ ...» e� ., .,., w. �.�� o R CITYOF TIIFARD Match 4, 1988 , \ OREGON Mr. Dave Zimel Vice President, Development Mercury Development 338 NW 5th Ave PO Box 5308 Portland, OR 97228 RE: Tigard Marketplace Road Construction Dave, Today I received your March 2, 1.988 letter concerning road construction on the Tigard Marketplace project. As we have both noted, it appears there are some questions as to the location of the road right-of-way lines surrounding your proposed improvement. The original development proposal showed this improvement being accomplished within the right-of-way. Normally it is the responsibility of the development to know property line limits and propose Imprcvements within those limits. Because this case is unique and involves several property ownirs, we have chosen to involve ourselves beyond our normal limit. It appea:s we were notified of the right-of-way dfupute several weeks ago, alter construction had started. During that time ue have attempted to resolve the isaue with adjacent property owners and by -performing a limited amount of survey work. We have now decided to engage a land surveying consultant to assist us with resolving the issue. Until we have had an opportunity to review the results of the consu',tant's work and form some conclusions, further work on the Improvement is tint advised. I regret that this right-of-way issue is causing problems with your construction schedule, however, given the circumstances, we feel our approach to resolving the issue is appropriate and, unfortunately, time consuming. Please give me a call if you have further concerns. Sincerely, 011 Randy S.11Clarno Development Services Manager ht/3560D 13125 SW Hall Blvd, P 0 Box 23397,Tigard,Oregon ti 7223 (503)639-4171 �\AERCURY DEVELOPMENT I Development Management Leasing t�u v s,on of Portland Fixture L mited Partnership March 2, 1988 Mr. Randy Clarno Development Services Manager City of Tigard P.O. Box 2.3397 Tigard, Oregon 9 /223 Re: City Street Tigard Marketplace Dear Randy: Our contractor has informed us that we need to start by Monday, March 7th on the City road work or we will run the risk of having our excavator pull off the job causing us to incur an expensive moving-in fee to bring him back to the job site. Unless I hear from you to the contrary we will start construction on the road Monday and finish up to the point of the undisputed property line abutting the Tigard Family Medical Clinic property. We should not be penalized by the confusion on the property line. If you are able to resolve the disputed property line before we finish we will, be happy to pave the road as originally designed. Randy, we feel we are being reasonable. Please feel free to contact me with your input. Very truly yours, David P. 'Zimel l` Vice President, Development DPZ: cp 503/223-210P Member �Jn NW 5th Avenue International PO Box 5308 Council of Portland Oregon 97228 Shopping Centers . .... .._.... ........ ...4.M•w.�ih+tW.v Jub�111VkSIWY:ui.-.W�Y.NW�JMYnnae+w.�:'UIMYa4 MEMCRANDUM CITY OF TIGARD, OREGON Date: February 18, 1988 TO: Randy Clarno, Development Services Manager FROM: Jon Feigion, PLS RE: Tigard East Entry instruction Lee Gunderson has asked me to meet with him at the site on Monday morning at 9:30 (February 2.2) regarding city approval to proceed with construction. It is my understanding that they may proceed with the entry as staked by Westlake, (based on the original design) , and that you have obtained verbal permission to proceed from the owner of the Tigard Clinic property. Be sure to let me know before Monday, if you think we shoulu delay construction or attempt to alter the design. MEMORANDUM CITY OF TIGARD, OREGON TO: Randy Clarno, Dev. Serv. Mgr February 18, 1988 Randy Wooley, City Engineer FROM: Ton Feigion, PL.S SUBJECT: Right—of--Way Dispua on County Road #477 1 have conferred with Ken Bauer at the County Surveyor' s Office regarding the location of the right-of--way of County Road #477 near the Tigard Clinic. We, are in agreement that County Survey No. 19571, filed in 1981 by Nick Yinger, should riot be used to relocate the right--of -way line. A proper resurvey of the road, as originally laid out. in 1910, will involve searching for the original monuments . Two of these are under the pavement on Pacific Highway, and another is under the pavement in front of Setniker' s Auto Repair Shop, Steve Rivett has informed me that the City' s jack hammers are both nonfunctional for possibly three weeks . The cost to rent one for half a day is $55. If the boundary dispute cannot be settled out, of court, the City should be prepared to pay the cost of a resurvey. This dost may be considerable. The original monuments have not been found, or used in later surveys, and there is a chancy they may be destroyed. We will be obligated to make a thorough search for each monument . Pleaso advise me on the progress of the negotiations with the Tigard Clinic toward the vacation of this street, and let me know if you need me to pr•eparo legal descriptions , ht/3564P t , 0 CITY OF TINA RD February 17, l S1 38 OREGON Mercury Development, Inc.. 338 N.W. 5th avenue P.O. Box 5308 Portland, OF. :)1228 RE: Tigard E, st Sanitary & Storm Sewer Project Dear Mr. Z ime. : In the matte► of the One hundre3 fourty six thousand four hundred dollar ($146,400.00) Irrevocable ::,tandby Letter of Credit No. S-08873 between Mercu-,:y Developnent, Inc. , U.S. National Bank of Oregon and the City of Tigard, Oregon; this :is to serve as a letter of authorization to allow said Standby Latter of Credit to be reduced to five thousand dollars ( ,5,000,00). This notice shall not be construed to nullify or alter the terms of the aforsaid assurance in any way; it is merely an authorization to reduce the assurance amount. Sincerely, rzn-�Iel-7G�i Vries — - Randall Wooley City Engineer 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - ' UNITED STATES NATIONAL BANK OF OREGON Internationai Banking Division P.O. Box 4412, Portland, Oregan 97208 T-lex No.: 360540 USNB INTL PTL Cable Address: U141TRANK DATE February 10, 1982 Advised by Airmail ISSUING BANK'S NUMBER S-08873 (Amendment No. 1) AMENDMENT TO IRREVOCABLE STANDBY LETT_R OF CREDIT BENEFICIARY APPLICANT City of Tigard Mercury Development 13125 S.W. Hall Boulevard 338 N.W. 5th Avenue Tigard, Oregon 97223 Portland, Oregon 91?2-' WE HEREBY AMEND THE CAPTIONEO IRREVOCABLE STANDBY LETTER OF CREDIT AS FOI.LOWS: The amount is reduced by USD141,000.00 making USD5,000.00 the total amount avdilable under the letter of credit. Beneficiary is requested to agree to the reduction in dollar amount available under this credit by signing and returning a copy of this amendment. If we do lot receive, within two weeks from the date of this amendment, your notification that you either accept or reject its terms, we will consider that the terms have been accepted. Drafts must now be drawn, negotiated and presented at this office on or before May 10, 1988. ALL CORRESPONDENT BANV CHARGES ARE FOR THE ACCOUNT OF THE BENEFICIARY. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. THIS AMENDMENT IS TO BE CONSIDERED AS PART OF THE ABOVE MENTIONED CPFDIT AND MUST BE ATTACHED THERETO. YOURS VER'/ TRULY, ORIZED SIGNATURE n,Nn E r_nc'+,on 16 4 14 1 :1/e0 Mil! A UNITED STATES N CONAL BANK OF OREGON International Banking Division ,P. O. Box 4412, Portland, Oregon 97208 IRREVOCABLE STANDBY Telex No.: 360540 USNB INTL PTL LETTER OF CREDIT Cable Address: UNITBANK City of Tigard DATE September 11, 1987 13125 S.W. Hall Boulevard NUMBER S- 0 8 8 7 3 Tigard, Oregon 97223 V c AMOUNT USD146,400.00 0 M GENTLEMEN: `o We hereby authorize you to drasc z on UNITLD STATES NATIONAL BANK OF ORF;ON.PORTLAND,OREGON e '°`account of Mercury Development 338 N.W. 5th Avenue e .p to an a(:grega,c aPotrtland, Oregon 97228 11 One Hundred Forty-Six Thousand, Four Hundred U.S. Dollars E E available by your draft at SIGII7 accompanied by the following documents ti An officially signed statement from the beneficiary stating: "We certify that construction of public mainline sanitary and storm sewers, known as Tigarc East Sanitary & Storm Sewer Relocation have not been completed by Mercury Development". a 0 a a •M V k ��44V n 4 a S Drnrt%must he drawn,negotiated and prevented at this office on or before February 10, 1988 V 8 Each draft must%tate that It iv"Drawn under l nited Ymies Nahotml Bank(it()rep"n,t',u tland.Owr r 8 Irrevocable Standby Letter of credit Nn.S• O 8 8 7 3 We hereby engage with you that drafts drawn and/or ducumentt presented under and in compb.(n.c �%id( tare terms of this Itic ~guilts t -° oft'redit will be duly honored upon prewntation to us. 41.1 CORRESPONDENT RANK CHAR(;ES %RE FOR ACCOUNT OF BENEFICIARt. Subject to Uniform Cuetoms t Nil :U SIAIES NAilt)NAL BANK UI oRl and Practice for Documentary Credits 0,983 Revision), Intpmv n731 Chimber of Comrnefce, Publicaboo No 400, Apt ie•asaa aiat WILLIAM A. CARVER VICE PRESIDENT -d Staics N.Iliml,ll H-1111, III I I%I(Ig I)it I,I tit I 11401-0.111d. Ory I"t 111 8 ill115 to I NNIt INIT ILII "i'I'A N 1)It Y 1,1`1'11"R OF it E I)I I February 10, 1988 City of Tigard 13125 S.W. Hall Boulevard Tigard, Oregon 97223 USD29,280.00 ,I VI IT\1 EN 111 1.1 dnm \111:1)ST \\K \%I) 1M io)\ Mercury Development 338 N.W. 5th Avenue Portland, Oregon 97228 tili it l mi Iiggrt v. Twenty-Nine Thousand, Two Hundred Eighty U.S. Dollars j11:1111C h\ Ili[ L11.111 m SIGH I Al N1111,111lit'd 11\ ow i,.ii,lwing f Beneficiary's signed statement as follows: 3 "We certify that Mercury Development has failed to maintain improvements on the Tigard East Storm and San tary Sewer Project as required". IE February 10, 1989 h.0 VII—I"': hill, IT n 110, 09145 V, 11,-1;1, 1 It-tv, ,it It \"It It d, I .I.111J,III,, Ili—III,II IIIIIII I I,,' I,; it\Nk 1 11\II ItAcl. it %it I ll%.\I% tit '.11061%Men IN I1 t 11. 111 NI 1 11) L.Otiets,of s a� _ .�' fit � ` ►.Y ■ R. IONt � r!1 ww••Y u � . S FFZ DC [2A— r, er• � •Wuot• n I I— 'A /� __� ' tll ( ^r ■ Q �i6V► r srA1111 4�--' � •` 1� l� r.m. \�� Lam-t r.� •i �• LAOrt LO TIGARU ...r.... lI _ ....w fro- �C •S ..�. .uwn. R ......... .uo a aon ^`� •a..M n Yr� �F♦ � "' � L-� �� O ` �� ttt • :J�- r+•.o.R VV/ / . J^w.n . • / SIT 19 Ic KING CITY .. .. .m::.:- C �j/.i7 / ` lam-��rw►..��U`�wl �� \.I ..w..... 'J�?A\ �!� 4 . ;' 1\'✓lcTx7 I —t _� i 1' } .�1, � � I r,a,�w... •. � t Y..�.. '\ CITY MJF TIGA RD OREGON February 8, 1988 Mercury Development, Inc. 338 N.W. 5th Avenue P.O. Box 5308 Portland, OR 97228 RE: Tigard East Storm & Sanitary Sewer Project Dear Mr. Zimel: This is to acknowledge that upon my receipt of $5000 open end performance bond, to assure satisfactory completion of work, and a $29,280 maintenance bond, to assure maintenance of the project improvements for a period of one year,both bonds to be in favor of the City of Tigard, Oregon, I will process documentation authorizing release of the existing Irrevocable Standby Letter of Credit No. S-08873 issued by U.S. National Bank of Oregon. Sincerely, J ohn S. Hagmar. Engineering Technician '1 ,.,r. 1nrc c•i vrr_ri My► �j /��c�vt K / i3125 SW Hall Blvd,P.O Box 23397,11gard,Oregon 97223 (503)639-4171 � L � MMv 1 wt ItN �- F e vie CAD e 7-V C S'i-1 dG`�uPJr r,re `fix SL&c,� 1 'u4C.eu._1,��s�cd �_.�r�.C� Lvi +�+'� �.7✓C:- �/rrlrf7c`_/ /�C .:�rc>.rl� ptl�..J"i'� /I.'r7cC'_ oor1zkir7 ao/i:r+Hcc: [LJGcI/c' �za ffS'r`' ✓�eH ss/d C/� ncco�s ,�o �e �•.�a�e �.s c�OCS /90T d0 SO HJ✓j/7f/H C i�y OT ^ �� �J 31'all /C,s►'f 7✓f0 .SZ/d /7C �GJt /� Was k�.SO+�:�� Mal r_r C.Ooe-_ /�s��NCC 1 see .so ,a�b/ems �fiC.tc.w�� 7/SO „s/MCC *WojP Or � / GLJOp 4c./ CITY OF T167A RD OREGON January 2.5, 1988 Mercury Development 338 NW 5th Avenue Portland, OR 97228 ATTN: Mr.. Dave Zi.mel, VP Development RE: Tigard East Sanitary b Storm Sewer Relocation Project Dear Mr. 2imel: This is sent to request written acknowledgment from US National Bank that drafts may be drawn upon S-00873 for an additional six month period, until August 10, 1988 (i.e. , an amendment to the present irrevocable standby letter of credit). The aforesaid is necessary since the present assurance expiration deadline is February 10, 1988 and all work therei.nregard is not yet finished. Sincerely, John S. Hagman Engineering Technician III ca/2883D 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,oregon 07223 (503)639-4171 CITY OF TIGA RD i OREGON December 22, 1.987 David Zi.mel Mercury Development 338 N.W. 5th Avenue Portland, OR 97228 RE: Tigard East Dear Mr. Zimel: Please find the enclosed marked up easement maps for the storm drain on the Setniker property. As discussed in our recent elephone conversation, 1 have attempted to determine the adequacy of the existing easements for completing the connection of your 36-inch line to the Setniker 24-inch line. However, difficulties with the easements were encountered as indicated on the enclosed maps. For instance, the 20 fr. wide easement appears to hr at n bearing different from the bearing in its legal description and rat nn Incorrect distance from the nearby property line. The triangul.,r easement does not appear to be properly located about the storm drain line as-built . Plesse resolve these items so that we may determine the need for additional oasementr- If you have questions or require additiona' informatior:, please call. Sincerely, ' "°a h " Greg N. Berry, P.E. Utilities Engineer Encl. hr/2407D i I 13125 SW Hall bivd.P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----- Ilk 503)639-4171 — -- INSPECTION REPORT JOB MO: gfg5�7---P7 FILE: iE PROJECT SHEET f2A j'Ajf —fZ #4 6yj G All— 49 drip 0 1000' v r)AA. d 1-k i ct e- Wa —A- avlew- 0 '4 ft S oof/ 10 oF /-,0 L I G i C 4'L A _amuer 4 �o' _j '7 ool INSPECTION REPORT JOB NO: FIL E:,- r 74- E PROJECi'--- SHEET OF �-7 7-5 74 1 1 1A. W, />14-r e's' 159 -5 ell- 0 e-, c 14e-w- e'lo0"'624,41" foot/ 001 og c c 'lei 1-1 1 INSPECTION REPORT JOB NO: ! FILE: / Y ATE PROJECT ! �> % ,� t���f SHEET SOF ' I Pict A- r-r4A2v,- /yt -c !1 fiir. Gr L Q .l 77 I/ /or nt f, �� rk "'� rCc��t� e� Ori - <;� /> C.< -Cl �'l 2�� _ 7 �. %% �Gf i ��l r�"! !// ,(�'� !��_ /'� G r/'rpt GL f�LLt r' „ •�---- —------' . . Jam-<ei't'w"'-c m -- - L.- rL _hili /`I`e4-$-. I�d_r (/t/ elf r f • INSPECTION REPORT JOB N0: FILE : M : � DATE PROJECT SHEET OF -e-r17 e P x / e fs e r -err c ,. e�` vC f m00%c- / J © 7rf t,ri ' ell Iler ]� t c Ac e- t= /7 4 c C( )C It Eu cc' �o ! 6? A, v,-I'(,, aki 1l�, r c 5 � r� r�v/ems. ZIL.) i INSPECTION REPORT JOB rl0: FILE: DATE PROJECT JFG! T SHEET SOF__ em i6c , ri4 N. a o I{ o relz J 7�— f/� _ IT____.__ / R 1p �O o a ly r !.4/ 'o l�t i`7• 'Cr �t, ,, - . OL ) l l" Oct V, W .z. IJ U � i n � �, 2.1 . I��� ccy sGLL r � 1,-,� .•�'jf:... FILL_ RJP-RAID �:----..� _ 'j-•':'='� M PC TO DAY LI STA. O+OIp FILL f - _ . 9° s __ " „_A� •die' _ r CAST I RGN r� n� _.ter ` _ �� `� _•.... u RINC�l e IF CORK. A WO CZA. COM AL V64 hFE IT- 4r'tlPGL. 4-.. F C ,AIN All �■ REVISION - TIGARD EAST BY R. bOE7TC1aER EXISTING STORM UNE PLAN (DATE 9' 24 - 87 -- _ --- _ MACKENZIE ENGINEERING INCORPORATED 18SS72 JOB NO. 0e90 S W iANCROFT STREET PORTLAND,OREGON 97201(503)224 95W SHT.—_ OF Z O W C4 O � � rip z° � c) J 3 W Ol v N � V S -2 N o �1 = N � W ►� r W m � roz � � ,,w Q oZ c w 4j r4�j rd M C mo ►. 3 it .., Wb \ (4 M a, 2 W _ 0 0 ,oil _— _--- ------_ M �O ti `Y' J di uj O v Z � N (n 0 o o Z w J ? 4 Z i -� cc bii g QWA Q CdNI tp w Ln w z a # O 1 W tzi HV r-1 O W rn rn Z a r W m N N W 3 co Y vii \� ~ v N O � Q Q _ d) tla z 41 m N b '7 U Z E tJ M O N �JQ EP t� � � O .. _ b b •'•t " r0 -- 0 VI wtnE• w 'Z. 0 0 /% M 4 O\ 4N wO � Y J O l!i o { J ,L I • ".2,06' .3 4 1_ 334.18 o j\�- -- N 9'57'44' e , 56,00 - .3TO 1!100 N 50°28"d8 tN E COR /N64k 5 - E3 k r V - 63_59 II i 5 52.016'34E i I I .244.00 L 34'23'3£3• W 2,9800 7:L IOO \ \ I II \ \ 15 ' SANITARY \ \ S SEWER EA5Ei✓IE/VT \ I \\ \ 200 \ \ �. Cu n S, 11 it o.. s>�\ \ \\�� 1 1 —14.. 500 n -� LU SEWER EA; 8 K (017, PC SO �- !L Z O' STORM \ \ 1 DRAIN EA5EM8NT `� \ I T.k (301 I 1 \ \ 11 -7-4 II \ \ 1 I N 5"5152 W 260. 51 I74 900 �\ Poe 5 53' 38'52" E 4101.05 - 6,42.44 riK. . . . . � : : : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a �c ►�E� : owz. �. . t. . . . . . . . . . . . 7 777777. NL . : : � ' . . . . . . . . . . . . . �. . . . . . . . . . . : . . � .._.� - . . . . . . . . . . . . . . . . . . . . . . . . : .k.. . . . . . . . . : LL : � rtE ion : : : : : : : : : : : : : : : : : : : r : : : ' : : : : : . : : : : : : : : : :L°' VISION - . . . . . . . . . . . . i TIGARD EAST BY R_BUET TGN E FZ EXISTING STORM LINE PROFILE DATE 2-4"81 Ias1572. -�-- JAB NO. - MACKENZIE ENGINEERING INCORPORATED SHT. .Z OF Z. U690 S W BANCROFT STRFF7 Pf!NTLAND OREGON 97201(503)224 95(k) k T2S RIW W.M. �� ', � '�E'�� �i' cons./;•o�y. / i ' m.C"A'a.y. "ti b ,aley e• e . M- -t ��..� .—L,1• •. - - _. S I"M1 C �V'� A4r I '' �^ ^� '-"' --•--- �o.. --- -�+.�-_ _�' -z_-�.ir�� � a's � neo('� i eta{ i wy,. •__ ��, _ _ __ -- •- ins%Is'�w�.w..STT_.�_=- __ — -.i- �-� /Mrl.T� CaW/IDAy�.� �'•__ 1 -. . _ .._/ro FLWe +40 -, P�c1►x.IK - _ -• �ansf.75bryiT- lAntzYLU..y ♦/O C � � 1 • -�' 'n"'���1.a.i:_. r Conat/1• lS CA rSJ rN2 ._ ..�__. . � j I I wu, :!; _� Owy.�Cwra�!/I'Ow.y 'W.(t1►y, L,o,��rD� f .1lDti!/!'O ? '•'i.7.� �� �•���.�• _-.. .,���r^rcY/9_9.....+� � �'a I� wllt,. � � ��� r�� ,f'•'' M.f�[� 1 � +.4 y�r f rZ .Ll. IV /2'D ylI.IR/ C /IDw R fCartr/ 6 , t :� • '!l , Cb at.lt' w LI ' t5�• IO y 'D*V tC I nJi!/7 dI Ce�Ylf n .t7f►t--- '�- -:O' J No . :bit wrer/p: S twerp t 6J' POO L/ndir A /.-ts' ,YSo Se w r Pipe •%dJ'D Be!/ L/ //!KT WW..a /SRitOJ/// - — _.1.vsf.- ".Fc.v �• - Me Pde /! y. - �} r nit /0 SS [butt. rd/CA .lin R/ `� Lna/. 'Je" J%ft•s/ N"WrP/ •!PO t t.",4v,-. ti' - y ----- - -- ... owl _ t or n• l' Inst. A ku� — 7a Flf E V.C. r0 td � -- --- -- -- ; Sn�e/ G per � �� � � • �i .. - 1 � ML -- -- dC ARsrs D.A.' /t CiY/. JAort h; is /y, n 0. G1[rLSw a • �r ./o-m� rs t .xlr .;:»:;. MY 9: :;::ii 1/0 Bloom— TIGARD-TUAt.ATIN RIVER UNIT TI6AR0-NCEWBER6��yySffECTION AW 16HNMvOUNTY 4 , ILD G„►p cTATL 'Pp OJFCT + {,�•L;- Icyy' + Olr no I NUMBEq I rL 6p +tiLkT, ,. ~ s { T OREGON F-73(10) filPewswe As ! + vi �I Conk-0c0 Number430 00 44 -J76 09 e. t.g� ry'" `" t t•�„M.,.,l �I I t�Lhuai ' � y � )-is l'yC`x�j��• `® -,-"y--`irce�" J_ ptrr'r-r- nr �� wt�.jlr_ iei '7f'f:re..a_r oIr•h�t•ra°�le• .� ? •�cn. •. tr re ,L, ' n °A , - ••�.��.`�-�ji�-- 1, -»... ;'t�Q�l.---y1 .S Aap :ti .PoL•Cnrtn-_--.. i�l�Min t;Rall y 1f._�. •' ��'9�_.ff_ - _ ..1't�" i• , -------�r.�orsa. '1 , �� �5�/r'�yr, � '.�• .+ 41M��� � ; ,•,�r ,+ .a,r•x �`,;',• I —v O/'t/l BOern�•C� � � 1 k�.S_� �� ._S'-� .Y„Aa'UC`an-O � �,— ,�. SeAro/ i l .�i k � 1 � ti��t, �'�t '�%rA/...o.� �. -- --.• �_ i 1 > d/n-,P1. f��•'S i. � �'' �"�� i?"t+ :! 't Yte Cn[�+7tlL Ntn�ek!r' .,� n. + ��r k'���r �y f`r� f t /7n •�,�1 h 1 Knn '' • h r;,. iia/. +� txfip hrr t axG 41•.,,/•.ft'I 1 j` fv/ .-/Ar cowro r rek'�4 neisfna,•vr.._ I _ ..;_. } y� lrpIVC Cokiwt.ol/. h ; t ;rtnrf.B` ewtr I •Io' + eI.d-S r�P,vr 7a• I i t! //►,t/, r• I-r'bno. ,eeJ C•Y. •9Y I'FQLfs'�� � i w; ' ' f e C,x r7 Cd. Wr ex if.Cb DuainR _, — - _. • :. _ " l rrs�/t• ewe�P P' e�eoa /tOti tdd-/vtt,>onAotr T. I �, 633 r �. ' !' 'iror4a naf. srtfve, r1r yg L �• *3' I Vie 1114*17 f SCHY/, ,O�WBGr r reit c.73TC Ltrf Rse.ed Tfn rc Mart4s�J.' l0 miieotv rnartr /i re i1i of r/ as to /,�rto ♦0.4 6 „ y�. G, a•/e•1ta. � 0/6.vq Mrrr11.1et tl /ared h rk J IOr4K A WO.20 to J& ` iao'+ 7 1117 w J& �l S• 1,1.t� ._.- •, K i,�, ,rl• � ' ::M', • �, t•wl .r 'v� I�i � ! .,�y, � t� `, .y 13320 sw i 17 amq�W SCA M\ _•' _i r r4rt TO PAY L PJE'-KAP ? �..... - -- STA. O+OD -'::,.:::�� - f FILL — � Fu 24" fZ" �p 1.4c000 u I OM ALUWI. PtFE TA . �" N COM IL � 1 TAIL g, Xe :-'70 ISO- IS, �1.OA 2 < - .n -+._ a f UJI J �-•' - �_ -_tib__ �• > O •'^ t v ]A C •a L� �e REVISION TIGARD EAST sY R. 56 TTCNCR EXISTING SLA TORM UNE PN DATE Z4 - f5-7 1aN5s-7z MACKENZIE ENGINEERING INCORPORATED J08 NO. ( I I 06900 W.BANCROFT STREET PORTLAND,OREOON 9)201(SQA)224 95W SNT. -1_ -- OF-2-----. I � o a t ; 0 i 2 J w w Q p W N c 1 z G H 4J .1 W ul o W N � do °' N `° Y U 3 ao roz1-4 Q 00 vb1ou E 4-1 L4 41 c 3 McrnoLA w cbnE+ w7 L-� M My ,,QZ•OSn N �/ • o� P �t ..J 0 s '� 6 � ; i1 tlr. I d` °' w o Q «• cn O a a Z cr r' O -+ U ; 3 w Z a U J — �• ar g Qtiwa ui _ZE Ln n Z vlw w 0 `tl I J 1-4 W \ N o N a X11. I �;, W Z m O x In N O •1 Q \ LL1 ou :- 4-1 (4 -4 ''W \ C JJ f`l a (Va0 .a E 4-1 v v x: bto •°� Ob I � w cn H a 'r, S� M • o� r .i Ir. Construction Inspection&Retired Tests Carlson Testing, Inc. P.0 Box 23814 Tigard,Oregon 97223 Phone(503)6IM-3460 J1011111 two C1'-3529 REPORT OF IN-PLACE SOIL DENSITY TESTS November 20, 1987 Client Mercury Development Co. Project Tigard East Shopping Center — --_- Sail Descrintion 3/4"-0 Rock from Tigard Sand & Gravel Max. Dry Density 124.6 — lbs./cu. It. Optimum Moisture 11.2 % Method of Test nuclear 3411–B ricoti.►��rE DE NS�Tr o.r( or t[1t T E S T L OC A T I O N [�[° ur[ .oU[uD[ PLArt485 u. FT i [fJ YU. rl. MO. t WILT 11-19 1 Roadway By Grocery 11 .2 138.8 124.8 100.0+ 11 -19 2 Roadway by Bi-Mart 9.6 141.3 128.9 100.01 11-112 00.0}I1-112 3 Roadway by Lease #3 12.2 132.2 1.1.7.8 94.5 11-19 4 Roadway by Future Lease #7 8.6 134.5 123.8 99.: 11-19 5 Roadway by Parking Area 7.4 131.8 1.22.7 98.5 11-19 6 Roadway by Parking Area 11.9 134.8 120.5 96.7 Remarks cc: City of Tigard _--� T-Ti"o`: - -- ac e EngtnMrIng --- -- ----- -- - -- - `Job Si i _ --------- -- --- CANLSON rE5tIN6 INC MKM � . APPLICATION AND PERMIT TO F-Y' F'� - ;_',,S�Ya,. ONSTNUCT APPROACH ROAD OSH D PERMIT NUN BER "� . ECIVCD Q'. U t •.:we''HIGHWAY DIVISION _ HIGH WAY NAMF I 0 V 1 `� I, MILEPOINT L+CINIERS STATION Pacific Highwa West 1 UVJ VY —�^--- 10.114 _ 132 + 50 HIGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE R&H Cn.ry;7"';rr^^ D NORTH tR EAST CC7TTiK�rcial develo int 1W Washington 0 SOUTH a WEST pi BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBEns S.W. Park AND S.W. McDonald 4v-294 - 1 of 2 Rev_9-9-85 APPLICANT NAME AND ADDRESS BOND REQUIRED E�$ 5 T OF BOND 0 YES 0 NO OAR 34 REFERENCE0.025(6,' 000.00 [-Mercu-y Development Inc. INSURANCE REQUIRED (1 AOMINISTRATIVE FEE REFERENCE 338 N.W. 5th Ave. r J) HYES I–]NO OAR 734.54025(3) 0 TEMPORARYDEPOSIT Portland, OR 97228 Ll- -� tld �'� - /� AMOUNT CHECK uM13ER $ r' r DISTRICTMyYFENA UPERVI DATECOMw.FTE ATM: Paul Gram i —� APPLICATIO-4HECEIVEn t 1 I REGI N ENGIN R DATE �/ :'y .•. .^�� UTILI V3 0 /' APPROVAL A E --- - --- _ .�� MAR 19 _ X - _-L APPLICANT � -- APPLICATION DATE ' APPROACH ROAD COMPLETION DATE: X�o-� 15 � REFERENCE'OAR 734-5C-050(1) � I/rD /� �k^ The applicant declares that he/she Is the owner or losses of the nal property adjoining the above described hfghray and has fire lawful AuNority to apply for the permit.When this air pincatron Is Approved by the Department of iranspwtatlon,the applr-ant is subject to the terms and Or ovislons contained hsroln and attached hereto;and the terms of Oregon Ad• m.nlstraaq Rule,Chyplilf 734,Division 50,which is by this reference made a part 01 this permit.Copies of the Rule may be oblamed from the District Maintenance Supervisor's o'lice, Issuing of permlls under these regulations Is not a Gndmq of comnlianca with the statawkis planning goals or the scanowledgild comprohsnsive plan lot the area Permits au Nsue xd wb- 6l to Iapproval of city,county or other governvs having olthet joint supnrvia.on over bb section of highway or authority to roqulals land use by means of zon,ng Andtor J M menta agemc.Wing regulations.It shall be the applicant's respnns-Wity to obtain any such approval including,where applicable,local government daterminaecn of cnmpaance with the sletewide planning goals.(JAR 734-50-055) SPECIAL PROVISIONS 1—If the proposed application requires traffic control devices and/or special road construction,tho applicant shall provide a copy of this application to the affected local government.Th original application must be signed by the local government official. LOCAL OOVER'1MFjfR OFFICIA IONATUR DATE _�( � � .�✓z---'_'- I Gtr<1'�I vrK ��`'�_///l..r=/,-�_-�=� �`>�J`�� 2 The Ippl int or s contract r shall notify the Distri.-t Mainle6 nce Supervisor' office at least 4B hours in advance commencing work and after completing the work covered by this permit.(OAR 734.50.040)Telephone umber: 3-Applicant to install and r»i:iintain signing to control right turn in and right turn out as shown on 1 of 2. 4-Widening for right turn lane, bike lane, curb and sidewalk as shown on sheet 1 of 2 and 2 of 2. 5-7mprovenient of existing roadway w)d radius at Park Street, station 121 + 42. T YPE 5 APPROACH ROAD—CURBED HIGHWAY NOPE:All material and workmanship shall be in accordance with the w f rent Slate of Oregon Standard Specification for Highway Conslructron. w- 33' n,- 55' a,- 40' ]A- 90 DRiw -- -- — - CURB TYPE SIZE AND TYPE COMPACTEDTHICKNESB(IP.1irs - STONE BASF 14 u _ E,tlg Curb STONE LEVELING Sf2F.ANDTYPF YPF COMPACTED THICKNESS(iNcllES CO IJfISE _1/4n.-0 2" OL ASPHALTIC CUISS (.PMPACIEOIC THKNE SS tINCNES ETE PAVEMtENT B &—C H w y - —�- - — 1 _ PLAN flfV to A aA�! ;; - - r It ��� � oQ,, tsGio . .1.•, ncoAArT Til t ✓ _..._............ Aspo Gonc Pvmt. Curb Hwy J 0 Driveway SIOID2'/ft C, G Stone Bose 9 Levelling Coursed I L G-GI A 12 Max. APPROACH TYPICAL SECTION "'-Gutter Line PROFILE NOTE If driveway grade V1is a minus grade a short vertical roll should be constructed outside gutter line so as to confine drainage in the gutter post the driveway. CONCRETE CURBS MONOLITHIC CURB Q GUTTER 1 ,WIG A r«aA•1 Nr«•wI N. A I•[•r•wNw pn1 MIM SIp tSl•N•••I,•: I Y lalf w.lrN• i1r«Iwf «F•N b M�,•Nw •ie"INN Nr.n SI^I«N• TN1 MrNII•Nrvr+.N •M •I N.M.. .•' At A. •C N• t•I f'••N"'r.rNrw• I>♦'I.•MI.)'-0'Ml f'Ic _ r, K 1•• r_CY 11� A-N A\NN,Iw w••1 N1 Nr1,M^wr "�''J I}' ,,.^ t N• L•st--1 e.rrr.«.wf t-�'.�•I...IN,. �I�I.r..�••....M,I M IINM w r?MN,IMw.I TTPE a TYPE 9'1WAA,~' ««rN•««.w.1 rr At nu+•. CURe ENDING DETAIL K ft__. rr At ..V K►..1.1.w1 A Irr Trr•[.0.01,1.111-61 TYPE A TYPE A•I _ ... F.At h.•Mw1 F.Cra r.•rw1.•I . f TYPE C TYPE 0 TYPE D-I TYPE E 41.,1.x.M•Nr•rw. r.r cr. r....,. ,.c.^1.A......I rr At r..1..wr SI OEWALK RAMP Orn oN 1 Iw•n1. A �'rr...•Ir fir..W e.•rl• I„r1 r� 11L.1. 1« •a1. [ �• y'�r•r Nrt w ; rr0'M•• '1111--------}} VrM aly •1 At iJ, Ir hr rN.•: T•• t t�•I i f•Y.•1•-111 1 -N..^•••�1.oN r•'-N•.1 7 PLAN •..�'•lhag w N N.1 u11..a1.fu •. r w1 • TYPE r TYPE F•I 1.AC,II•.t w C— r•.•w.,,r Ir A4.—.4 M CK A•.•.... �-1��^� yr J I�YIIIM•M� •.• N,1.�a r.rN•• }.� 1 LL Cwt -C T--• 4.Ir•_�. 2. �Llr..,N ti«I•.m T I; Ot IIx AAL AOT[S IJII CPNCA[I[ CUu• N Li 11N '•jc'•.••II-_� r'al.Nlt ELEVATION SECTIONA•A 1.1. '11�r-,-1 raw..r•1 N. 1 L..t Err.w•t.•t•N..w v.rlN u.�...�r•„Irw•�r.u.1 'w I•,,g rim �...N t ttc•Ulla wN.N•••N...L..r•IrN vnr a w...I curl• I,S ll.nrry At w• r—TITS<I.1 1 t CL'f*1•M••N.•w•••..•w..w,•.•I I.n1.I" TYPE G f &L.i frlLlg IrN^Ir,Pon M1...•.•a1 rrw11 M I•g••ar, Ir At At r..•...1 t•wbRry,.IS-w".w.. S �teallp[1.w".N•1.1�.1.x.1.1.rig N.AI N 1.111....."NIwN 1 rM MhI.1.•I�aM a.I•wl•h N.Y••1a0 1w Iw 11 Ao—f i'l•1'.A..Y •.,—N I I r•11.1".1 III.w..•"..•r•1.•1•lyw x.61.IA•II A•w I«.rlf f j•IC.•t1.t,I•I•1f'wr^r•1 Yr/II•M..M r.wr r w I.r«v4 �•a..-�11r-��•....1.Nr•N I1J V K N. T tirl.q 1 Iw.11•1N•.• a1..•.•.•,•1 001'.x.••1 w1•" w..r.1..:L.w ar«11.1• f QLtAL- A.r TYPE G•1 !'r ♦wfM N M•., I^N•t..1.N•�1 NI'1•"rr1.N N••n VIA., F.K••4N-At A......I ••••'1 • I-At r•..I Ir�r•M"1• �,,,.il..lu,Y,�y' 9�y�•vw�r�wE.Mw. ..,..,,....... ,.._ M_.,,� .�..,..w..w...,,,.,.�......w..w......w..`..r..,... .......,..., N Oa H w � � a v C14 U4 ° W F 'un) H w w C ►r s _ a - - -- - - - Ff a H - - F H F-4 F J � CITYOF TIGrARD November 129 1987 OREGON r David G, Larson, P.E. i0 Mackenzie Engineering, Inc. °D 690 SW Bancroft St. , Portland, OR 97201 RE: Tigard East Shopping Center Storm Drainage, Project No. 185572.005 w M Dear Mr. Larson: Please accept this as a response to your letter of October 309 1987 proiossinng I revisions to the storm drain outfall on Mr. Setniker's property. my understanding that this outfall, as originally proposed, was in •a ravine that drained to the north but that this ravine has been filled and are replaced d with a recently discovered 24-inch storm drain. Consequently, Y rreinch proposing to direct the run-off from the developmenTitothe �xdstch tingas shown 24- line by constructing a 24 feet deep, 20 feet long, rip-rapped on an attachment to your letter. We believe that such a ditch would create an unacceptable maintenance problem for the City. While trash and other debris could easily find its way into the ditch, it would bdifficult create remove an unreasonable hazard.Moreover, e high steep sides and occasional water flow These objections could be eliminated by extending either of the line:, and connecting them at a manhole. The bottom six feet of this manhole sho.ild hnve a diameter of five feet. A reducing slab would permit using standard manhole ne ld e sections to 36ninhhdblock out to e24-inch I facilitate aifutureuconnbctionnnected *10 the manhole at If you have questions or find that it will be difficult to obtain the required additional easement, please contact me. Sincerely, rrvp, N. Berry, P.E. UN1ItieF. Engineer ("ti/17851) cc: Dave zimel 13125 M Holl Blvd.,P.O.Box 23397,Tigard,iDtegon 97223 (503)639-4171 V � it � � cc 1I r4�r8-7 �•,1�� 1 (� C-\1 O--A �zV C p C4+�41rw� �l4�oK ,I�t��ACL�e. , {�eAl r es Department of Transportation P p NEIL OOLOBCHMIV TRANSPORTATION BUILDING, SALEM, OREGON 97310 00�'RNOR November 12, 1987 In Reply Refer To File No.: UES City of Tigard 1 P. 0. Box 23397 jy J Tigard, OR 97223 LIT, /191 Q 0 Enclosed for your information is a copy of the "Tabulation of Bids Received October 22, 1987" on which the Transportat;on Commission took action on October 29, and November 4, 1987. >Z � Fran Neavoll COMMISSION SERVICES slp Attachment %'11 (0,160-87) STATE OF OREGON DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION TAPULATION OF BIDS RECEIVED OCTOBEk 22, 1987 TRANSFORTATION COMM1 SIGN ACTION OC BER 29, 1987 (1) LAKE COUNTY: Klamath County Line-brews Creek Road Section of Klamath Falls-Lakeview Highway 64 miles east of Klamath Falls. FAP No. FLH-F-d4(8). Grading, paving and signing. Indust •ial Constructors Corp. dba Industrial Con;'-ructors Corp. of Oregon, Missoula, MT $4,786,883.06 Kiewit Pacific Co. , Vancouver, WA 5,062,562.20 Tri-State Construction, Inc. , Bellevue, WA 5,086,505. 30 Elting, Incorporated, Clackamas 5,:78,991.05 Morse Bros. , Inc. , Lebanon 5,214,215.20 Blaze Construction, Inc. , Yakima, WA 5,352,286.66 Wilder Construction Co. , Inc. , Bellingham, WA 5,358,320.00 Elte, Inc. , Boring 5,519,592.25 West Company Construction, Inc. , Bothell , WA 5,747,503.95* Roy E Ladd, Inc. , Redding, CA 5,781,555.90 J. C. Compton Contractor, Inc. , McMinnville 5,977,756. 50 * Bidder will not accept award of more than one contract at this letting. The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject to concurrence of the Federal Highway Administration. If the low bidder Fails to meet DBEiWBE requirements, State will awarr+ 'o the next lowest responsive bidder pending DBE/WBE review and cost justification. (Contract No. 10,513) (2) CLACKPW S COUNTY: 6th Street-5th Street Project on the Oswego Highway in Jrcgon City. FAP No. RRP-9565(19) . Grading, paving and traffic signals. Benton Electric, Inc. , Albary $ 127,702.00 Dirt & Aggregate Interchange, In_ . , Troutaale 129,734. 50 Frahler Electric. Company, Tigard 133,913.00 Hamilton Electric, Inc. , Eugene 141,453. 34 The Commission authorized the State Highway Engineer to award the con- tract to the low bidder subject to concurrence of the Federal Highway Administration. (Contract No. 10,514) (3) COOS COUNTY: Kokeel Kanu Klub Slide Section of County Road FAS-A396 approximately 3 miles west of Sitkum. FAP No. RS-A396(4). Slide correction. Huffman & Wright Logging Co. , Canyonville $ 182,564.50 Johnson Rock Products, Inc. , North Bend 217,826.63 Bracelin-Yeager Excavating & Trucking Inc. , Coos Bay 239,318.75 Roseburg Paving Company, Roseburg 280,125.75 James W. Fowler Co. , Dallas 312,052.40 Flintstone Crushing & Construction Co. , Springfield 313,395. 54 Westermann Contracting, Inc. and R. E. Westermann, a JV, Portland 398,097.00 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject to concurrence of Coos County and when a deposit is made by the County. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WBE review and cost justification. (Contract No. 10,515) (4) DESCHUTES COUNTY: Powell Butte Junction-Arnold Ict Cave Road Section of Central Oregon Highway east of Bend. FAP No. F-21-3(20) . Grading, paving, structure and signing. ALTERNATE "A" J. C. Compton Contractor, Inc. , McMinnville $5,566,209.60 Kiewit Pacific Co. , Vancouver, WA 5,684,859.00 Fabricators, Incorporated, Salem 6,381,931.60 ALTERNATE "B" R. L. Coats, Bend 5,668,808.00 Tri-State Construction, Inc. , Bellevue, WA 5,737,701.40 Ledcor Industries Inc. and Sea Con Corporation, 1 Inc. , a JV, Woodinville, WA 6,032,075.00 ,-;ivicators, Incorporated, Salem 6,148,272.60 LT Contractors, Inc. , Sunriver 6,165,278.60 Wilder Construction Co. , Inc. , Bellingham, WA 6,234,856.00 Elting, Incorporated, Clackamas 6,407,886.68 West Cu.-�pany Construction, Inc. , Bothell , WA 6,951,589.48* * Bidder will not. accept award of more than one contract at this letting. The Commission authorized the State Highway Engineer to award the contract to the low bidder, J. C. Compton Contractor, Inc. (Alter- nate "A") , pending DBE/WBE review and subject to concurrence of the Federal High Nay Administration. If the low bidder fails to meet DRE/WBE requirements, State will award to the next lowest respons4ve bidder pending DBE/WBE review and cost justification. (Contra( t No. 10,425) 2 - (5) JACKSON COUNTY: Sams Valley Highway Junction-Shady Cove South Unit Section of Crater Lake Highway approximately 4 miles south of Shady Cove. FAP No. F-13(17). Grading, paving and signing. M. C. Lininger R Sens, Inc. , Medford $1,438,203.65 Tru-Mix Construction Company, Medford 1,644,517.75 Fabricators, Incorporated, Salem 1,718,097.00 Kiewit Pacific Co. , Vancouver, WA 1,719,000.00 Oregon Asphaltic Paving Co. , Portland 1,790,626.80 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject to concurrence of the Federal Highway Administration. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WBE review and cost justification. (Contract No. 10.517) (6) JEFFERSON COUNTY: Juniper Ridge-Monroe Lane Section of Thr Oalles- California Highway approxi,iately 13 miles south of Madras. State Project. Grading and paving. R. L. Coats, Bend $ 520, 120.00 Mocon Corporation, Salem 533,893.20 Fabricators, Incorporated, Salem 619,740.60 Central Oregon Pavers, Inc. , Redmond 620,837. 50 Blaze Construction, Inc. , Yakima, WA 621,162. 10 Kiewit Pacific Co. , Vancouver, WA 643,667.00 Intertec Construction Co. , Lake Oswego 855,733. 58 The Commission authorized the State Highway Engineer to award the contract to the low bidder Fending DBE/WBE review. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidderpending DBE/WBE review and cost jus- tification. (Contract No. 10,518) (7) LANE COUNTY: Bertelsen Road-Pacific Highway West Sec,ion in Eugene. FAP No. M-1308(4) . Grading, paving and traffic signals. Wildish Corvallis Construction Co. , Eugene $ 592,295.25 Mocon Corporation, Salem 534,63;;. 50 Delta Sand & Gravel Co. and Babb Constru,.tion Inc. dba Delta Construction Co. , Eugene 657,450. 30 Eugene Sand & Gravel , Inc. , kugene 688,625.25 The Commission authorized the ;tate Highway Engineer to award the contract to the low bidder pending DBE/WLIE review and subject to concurrence of the Federal Highway Administration and the City of Eugene and when a deposit is made by th,- City. If the low bid- der fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pendin DBE/WBE review and cost justification. (Contract No. 10,519 3 - I 1 II ` • II II r COND II /— i1 UIT BORE S.W. PACIFIC HWY. 4 I� 13Y PGr.E. PLACE Z - 4P,V.G. SWEEPS I UP POLE - 18 ABOVE C;2API- C UT IN IZC 8055 PER INSTALL IZ" x ?-" MJ I PT II Z - 4 P.V.G. 1i TIC;ARD W. Q STANDAfZDS CR055 W/IZ" GALV. PLUG5(Z) III 4 � P. V G. I C— — <G.T,E.) 3 - 4 PYC, <I?Com.E.) ------- _ 711 •— Moo- u • o� Rrr•r rr•r- - r. r r •rr-. .. • \ ------- ----- —-------------- --- ---- -O \..J ii ••'C° �` W""--- �• o RELCv'ATE i1 li CUT I IZ >-8 TEE �S PER ,i'� f� �•� \ ►♦ FIRE HYDRANT �� w �� U-I- „IN I Z x B TEE W/SS COUPLING I TI D W.17. STAND KD R / 5S � • � I Z 15U TTE ZFI-Y VALVE 1 -4 FVC, •� SST / I I -,oft, ------- — w (6rT.E,' • LR 7--7? WAT E P�i, _— -- 7 0,0000. _t' (6r T,e7) Z - 4 C . I w Ce4.T. 1-.i (o G.V. • -- 4 e4 TCA VA LI x 5 X 7 11 • R EXISTING I Z D,I. WATEfZ MAIN z • - �� T• PLACE Z– 41 SWEEF'5 I • 1 / — D • M -_, rI" P"AM[!coves I- j G, 00L_ — - 4E� P V. C.. -/ �%%• I �Gr,T E,� C UP POI._E - 18 AE50VE Q w o t ( w • GRADE --BEAT TOP Y� W • ° •`•�►. : p IN5TALL 8NG.A-"E VALVE c►+ALV.i IIZCD Zoo UPAUT / N FLN �"AD! - N p • r ,^ Ll[LO ALI...IOIN f"J Qs Q-V e • U � P21f1'L0.1 EL[v-'-' -� � Z O I / 1 - .4 PVC. — Y a r m co / / \ ` / (�,,•I ,E) : lJG_D ALL .10*4TS--\ ,-' V r` 1i 3 x f C .N�TL • z g t (P. G•E,) I / Z- 4� PVC, C,O • ARMCO / \ I \ v I wATCWrh10G•eL wa GATE CCDM/ Cleo • SANITARY SEWER LINE �,ATexrr.NT SeJ,L r'•T' " B" SEE SHEET I �I \ I CONTROL STRUCTURE MH � 4 (SEE SHT 2 FOR LOCATIONS) NTS z / i ; FOR STORM SEWER PLAN � � / ,\� C.D. , P20FILE SEE SHEETS 2 �. 5 ' I DETENTION MH - 5 , Z- Z METERS RIM 252. 6, I _ _ — - — — —❑ COMPLETE FROM , \ i� I,E, IN ZZ(o, 4 5 W TEE IiJCLUDIW6r • C,O, 1 V�UF O Z�L. S 10 a j—Z - 4 PY,C, iAiEi'E12 B0X , O EK L W E Z3111 F- Q ORIFICE SIZE 2.59 Z I / • / LU cr -� � FOFZ SANITARY 5EWEIk'. PLAN PROFILE SEE SHEETS /INSTALL r'o M.J. 2" I PT CRO55 W/Z- Z o �Z I .� i �' �4�" LEc;-END L� W �P ? F- ' GrALV, PLUG FOR S TENT(ON — - �'' - I r _ _ \ /� \ti . F.., PLAN EE SHEET Z ' /� �/ Q,.•°-� # P2EIJMIWAFZY SERVICE PANEL LOCATIONSF-- `n C"7 �, G.O. 1 �C�T.E .� �� KIEW TRAAI5FORMER OR VAULT T OR V W . ` W I / I / � ,_ ►-ff �_ _ - \_ I - 4PVC. .• • • / RE5P6GTIVELY / / �— <G-T.E.) • • •• NEW FIRE NYUZANT F'- I _ • �dio ••• ••• EX 15TIi &r UTILITY POL.1_ 1 - 41� P,VC, R = TO BE REMOVED THIS COWTRACT - 1 • � •,• � EXISTINC,r FIrLE 1-1`r"DQALIT • � ,�\0 ;' � NEW MEC.NANIGAL JOINT TEE • 'I ,��' _ -( NEW P x M.J. ADAPT02 L � 1 - 4 PVC. / • \ Ii RIM NEw !,.NTE VALVA. '�''+ r� �.+ ?5t► • 1 - 4 P,V.C, I.E. Z 34.50 `t{ NEW M. J. F3I-N D (Cr T. I—.) I r •• - -- �• W�'�'�-� RELOCATED 12�' WA�'ERLiNE 7077. '� 07 cY ,y ,.• - -- -�--- EXISTING( IZ WATER UAIN �L� / •,./ CONSTrtUCT TON NOTES: WATER LINES o G L lk •'°•••/ 1 . Notify Tigard Water District prior to comwlenc ing construct ion . A I I r orbs must D I NEW WATER LINE SIZE ~ —--- ,•• be installed prior to instal 1 ing Mater mains . DATE �12. A , l Mork shall be in accordance with A .W,W.A. standards . ------------- NEvs' 4 T E. CONDUIT / JULY II 10)8& \ p� , •' / 3. A) work wi 1 1 be inspected and approved by I i gard Water District . - ,.••° ° / 4, Fire hydrant assembly consists of 8" or 6" MJ x 6" Fig. tee, 6" Flg gate valve, 6" DRAWN ®Y: ............................. NEW P6r E CONDUIT R BOETTCI-IEIZ Fig X F lg spool , and Pacific States fire hydrant , Si" MVO, 3-port ( ?- ,*i" NST hose connections, 1 - 4jo pumper) , 6" Fig connections, 1j" Pent Opr 'Nu, , ,pen left , CHECKED BY: / �, ••.•' /� Color: yellow, traffic model . _.rt��__IIJSTALL MECNAKIICAL JOI►JT SOLID U L �� .. S. Fire hydrant shall be installed upon a pre-formed concrete block with 111 cubic SLEEVE COUPLINL,i I II yards of crushed 1j" drain rock , Tar paper will be laid on top of drain rock REVISIONS: I •,.• / I - 4 PV.C, to separate tock from earth cover . PRIVATE STORM SEWER CPG.E.) 6 . Poured concrete thrustblack% at least 8 square Feet of bearing surface at each •.•" tee, bend, a�n i,,,r-off location, 1 , 36' of 314" minus leave, cover for all (mains . ® C ATC1-i BIAS(N 8. All sanitary sewer lines 10' laterally or 3' vertically of water mains shall p Wi1T�R METER. • ! be encased in concrete 6" thick 10' from crossing. Where crossings are necessary, • - they must be (made at approximately 90' with at legit 18" separation belo�. water -- ! 9. Mains shall be tested at 150 ;Hsi for 1 hour . Static pressure - 95 psi . •Pressure \ .•'°• reducing valve will be required at each meter location, ,instalLE41 by Tigard ". •• � TNE6[ OBA111N0S Amt TNm \ •• ••• PRO PRATT OF MACKCNi19 M •• �, Mater D Sir lct INttRINO INCORrORATEd �� 10. All fittings will be .ement- lined .. AND ARE NOT TO OR Bm DUCKO IN ANY MANNtR,ExCEPT 11 . Tigard water District Mill install all copper services prior to b ackto inq 11TH TNI •BITTEN rtmM!► 11.11, •••° • -' °° RIM Z3`�.� Vp eloN o► Mtl. - •••° of streets . Meters will be installed by the district upon individual request ---- I.E, 2'52.40 for saline. SHEET ••..• a ••, / 12 . Upon completion of installation, contractor will advise TWO o total construction ••..•� - �- - - costs to which will be added 10% for district inspections, water loss oveehead, \ , •'' Weinistration, sampling, etc . , and 2% for engineering and review including f 1 '•••.nr,...-1.1',1••°° permits, "as-built" drawings, intersection maps, etc . _ I - 4 PVC. ll��II�U�J .111 L, I. . / MACKENZI El"IINEERINO of 4 I� INCORPORATED ,spa �,�0; T I GARD P AST SEWER - - 18 5 72. ,,r- 1 • - - W 1 - � I � ( , - � .. -.,�,,,,:'.'":'a.�"'r :•=-"a!�"^': :._.,'+�E^ +•..* .. -__....._,._»......_...._ 1 .� � I I I I 1' + II�II1111'1� IIIT1 , (I�ItII1�IiIliI�IIIIII) II IIIIIIIIIIFI�IIIIIIIIIIIII11111IIIIIIIIIIIIIII111111111111111I111I�III111I111�111111111i11111 , Wr r1l ! NOTE: IF MIS MICROFILMED I 2 3 4 5 8 7 — A 9 10 - DRAWING IS LESS CLEAR THAN I . THIS NOT ICi-r'IT IS DUE TO .� � QUALITY of THE ORIGINAL /� .. "DRAwINr. of 6t 9Z L2 9? 92 fZ E2—Z2 12 02 61 - 91 LI 91 SI'— 101 EI 21 11 01 _6 9 L 9 S to E 2 lavabo .--I--.... . _ r" -. .��' _ 11111u11111nI1n111uIIIn1111J1�llnlnlly�UIrI1111�IntillullulbtH6lpinrlwlllu1111u1NI;IH1�11111u11111�tItHtlurr11N1�iN1111ntu �ulthlhlt111kMhntl�fluullu1111nIn111nulIWWi�W1U1V1U11tU11111�11111111Hn • A. 77 JULY109- 27 ' 1 '- ., - -. ..,..�,,.ywiro.Q _.,.,. .. ... .-....- ...,..',ry_ ,�„'�'I,°R"'y' rII 'kN' 11tlI�S�uw:+rrr ,�n..�..,..r...•.....,--.. . .-•' - . ,»... ., , - a .yl,, ro .r• rt*. "lil'` "$ a' r «,: ..w. ( r11' g :. k1',�r/''IIT, .p.w'_'Ara' ? . v j r� .. .• - _ n'•�I, m m. n ty- '"''1,� Z � ' It"'M.I rA"" • v_ ..0.r• :, ? ".."a'.:t t l . M a ;♦ .-\ _ �. � '. + �tu�d 7+'6""'�.". K ' /'�,,/`'�•,Y•.. a.. rrrr.wr.,,w ..,. �.f"j , '..�•. 'T '1 �,•\� _ +\�•• r•, \p - R # .� - ' . . � - ♦. ` .t♦) a1 •.,t w_ `„T `1i 1 / ' .•,•,_•,..�.,..••.._. � � r �� .��'".'�,.�� �'• , `TI � •i K`, •rte It , a J6. •� §• , r QIl �`•Y w ..,r rte• ,. , . .. . (� \. \\ '✓ Y• — ", 1 ; „♦nY• 1i-�_.4.,J,.d �,�OMI•'!h •. - "" •...r'• ".... �...y,..... » -•o _ _ .._.... .. •j \ , `Q "C , • (" � .... .� .«.+,>•...w... > _. .• �,/ .r•i°'I`♦• ....« ';yr••+4-•.,...._.. ._ ..i.: :��.'t:►'pNr:;,iiir :.r-AIM. ..:1! .......rr'• �.�. ... .... .. 'rYy��•y.., ♦ ., ♦ „... , .."' ;,,;ice""` .. ralil.�•"A"P" ..... ... .. k, , r•— ,... - w y ..r" .. "�- {l O «. l IN i`� •.«'^' �' :f• ..�^•.:5......•.. .. �.Y�.---v_.IIrA r. ,/.•'...�.; ,,Y� 4 \. .�''� l." �- .'i ,.' ''"� � 1 �• 107 �I r _7 t�� .• rQ. % , , .' :,, 1\v 1ba ,� ,r�..�_ ) , r 4 `' '! ✓y•'. '/^ I 4 L /� ! �� .(rte ® ` ll v I +r..., try r'{♦j I.j, «.. +:.„•...."«• /„ «�,...j" ,t• r, C7•1 '• d. l CLt. �'ti. ;, \\ J%" Q„`•." ..._ r 1 ./. 1 . ��y,,:,��:; �""�. f 1.e:��>r.+' «,u.• ! �,-.•'' .;.,,,- ,. yj'� �r r ;G ........ .--..�"-._. "'�( ',',Y �f ./'' a� � l' �rtr. �� 1/1. V /I 1�: / �/ »-r•" �j 1 YYIY.",,. .. /�,�•/',✓ ✓ '� /-� 1 �,,,,'•' '. a x \`�. ... -.•1•-. i I '1 .,.� - R' V,. i I 'j ,,!, . +� -R�c'j°*'r!'2, q ' 1 �}�_ T r�J, ,.' (. r �„r'"'""•" ?". `. +w•,,,, ct' l ✓ 4 P�_` \ 'q'.•.... , � + ��.. f ii '� 1 `r 1� '� w'••'• r,.,:rrr,.rrRT� �• -•. - Z�r..- .,''r'�. Y �! "I 1 � � i s /' � � > `� I � Q . to .i' «- - -_- .._ 111'''��� ' n•,I,,ps"• ;_ ,'r • 1 1 .%,• ,J4'•• � y •� .,. , ,- , , A., QUI TI N �►TL�?.t,�l D F r•.. // STA• + 7 I L4/ , cc , � w E 5 �,. �f SA I'TAR1" SE R E in ., 10 ` - 1.1.1 �• f j/ ,• , . _ Y f R h �� {.' `tt * , t, f 111 �,\ `- / ; \ f � / / ice# r ? ��._ "�Q• .. '� [ • ) ( . 'i ; �r ! /I � ' I / / / ✓/r .\ /j .ow ✓ d.. •� K k j iq�•_"""`.;�#'' `r ' �'1_ •r mss/ /� \I IU _ III r, .«....._ .._...W.._.....«« ✓ E LE1/: 3t�.0E FUI[ C TINUATICffJ OF ,/ a A* \� ' r..% t i Cb ' /�wwl1 " �I ST 5EWER SEE i R, ,I t �} W 1""' to i ! ! y_ ,w `� C. Q� • J ,7♦ - s ill Y j ! ..i....,• R� t + ,t ,4 ! i r t.. 5T i i., L1` r ✓., / V l N, I f �.CL ..♦ �; a `cr' -.ti__- / ct ✓ •'t fir✓ •,X i/�r`J ,I '11 J 1 V u ,r ;! *i, ••a. i� �. 10`4 IGG�I• d� f �t \ r r; I r /I ;�yl! . F:.' �"alrJ�� .�0/ �., I \'r' ` CMF, _ ! ��' \ \} \ K �1 , ✓ " :`a Cu, w.. ��e"I ` ,.,.� i� U ' .., ��0""" "� tri y �.7 o,'r, ., �`r .o.� , ,, ` 3 3/411 0 URI F ICE I N r ti y• �• t 1/ ,,.•--,., ,; « �, ; + � ?I r"�,�i��,©J 4.ii gllt `� ry{ `«` -, 11-*. ► " :i ) ► _ END PLATE /(J Q 7 /; \ z ��>ri.:,(_, �` \C J `.. J _ - ✓' ;` � }� j� ysr. ... ja...,. r. ,..,..... ✓ 1., is ., j ,,' . it't , V ?Z 500 "'""' -L__ 1 a'xr 'Sew. h. a ..-»•,-,.,••.w tv, ♦ , ..�' / 7 " r .' k .c. .' I «..., ,l`. `rte ♦-,,,r r� , _ / '...7 � �• fi, 'I .( v. ,� i `i t. ,F` -.y. ,,, .. S` . 18 N �r r W `°. r ,, .. f, -.. ;� a H SAS .� �� '" ,: �� ION TC I IV f ..�; .. - ' t, \ ; (. tR ... ....pY Yr ,t i DATE NT C � G .. ♦ 1 : 1, y ,' `• � .a t D y` L a� '� a� •^•..,,.,I.it:,y,••».,, t //��� t ,. J \ ,�s ..]t h t \ ��t1, y (S'4" w., -72 i 1 !.'i\ 1 , tS(� LJ� ({1 i .. 1 q 1 1 \. , *,.71,,-' - •.► 'n.•'" .. ` to tom(" i er': ; ! .a , i• ul p 7,. «., J« C w \ eA. r Ra (}� A ..,,.»... r`,,.,., ...1 `•'�} r,., .•Y'.• ..._,J`�.,, ::»''" ,,,: ..Kr .. ..�"w.. ' .C. .,mow :I ,y. ' - _ \+ ✓*' ,~:a t t� R \, 7' �.� -r.� . � _ x. ,,, �t tt t n '...� <2 `b• . '`yy. /•V...:,.,, + r y i �•, .^y ^� « • r " .< :`l� : '"' ,,, ! f (,��(�`' :i k T vi �•. •� I i m ff f •(p r: t i ...` •`.. '1: `""'"'•w+... 'N•+.. .. •N1.,. \. 0 ,i., j. •�.,, <(\ <.•(• <,� ' I ,`, `n. C!V I \ ?, p\ 1 I . ► F " 1.1 �L', �C' M tiw r tt, w � w . W. ^I, y;► •l' ,4 .r r. r , �. c� �`�* s� 7 y •�---•^r � •, `. ..t`�• •'c ;- a' '� I � �• � yy /�.\i v' Q V v ',v. t ! l j � �. ', U iv �;: v t ... i». ,. _« s. i h ,. `. .% \ i \( t' C M v it yam/ J ! pJ f a> V . . �. (tea ? w- c / . SK' \! Yr ✓y i j .d ! j f r . �„ ; t ' . f(,. K. L na qx . , a� , i` '�^r / .Yt' C J ....-... t �t �.... .. .•. N l 'k i .+ .,. K "� � V so ,1. "" er ," �._� ._•.. ._._..•.._..._._._ _ ..... _ .._.._._.._.._..«»..._........_...._..._.•_..._-•._,...,... ...•... ........_........ .. ............. . . . _........ 0.. . _._. •.•._._._-....-.."........, .._..•. .••,..•...:.... . . - __ r c... 's . I : _,;,.. .u.L. .,W ter" "� . . —r _ . . I . . . . . . . . . . * I : : : I . r : . . � . : • • • . . : : : . : : : . : : . . . . . : : : : : : : : : : : : . . . . . . . ; ( t i I .+ ; j . . . . . 1 p v + '. . . . . } I , . i . . . . . . . _ . . . . . . . . . � . . . . . . . . . . . . . . . . : : : ' : : . . . 4 . : : : : : : : I . . . . . ' : : I m ". . / : : : I , I . . : ' . : : . : : : : : : : : : : E : : : : : : : : : : : : : : : : : : : : : : : : : - . v1 '� s � : _ I . . . . . . . . . . . . . . . . 2�0 . . ; � . . I . . , �, z � - I . . . , . I _. ... _. _ .,._...... ... . _... r _ ._ .. .. ... I { ! 1 ,N . . . . I . . . . . . . I , . , . I , . . , e* M + -rn M I 1` I_. «_«_._I_ _.__•._;,• . I . . . , . ' " I . . . I . I : : ��' I : : uU_ * w . . . . I . I { . I . . . I . . . . . . . ,f-, \r� I- F-• i . N I`I ! . . . . I . . . . . . . . . I : •10 - i , . I Z� ' I �_ Ip N N\ . . . . . . . . . , ! : : . ' . : : : :� : : : : . . . . 1 . . . I,-;-• 1) Z Q � — D / s�N l _ : . . { : : I : : : : : : : : I : : : . : : : 2 �-5 I .t,- w - I N F I + •tJ 9 I ; _.._......._..._..._ __ _._... �.__...___._...... ---_--- I -�A �_ __ ..._.._._... ..._•_.._. . ......_ ♦r oo, --� ..___._.r..:..._ ._.,_._:. _. ._ _. _ :_« -..__. _.__.._ - PAQPQISiEQ -..Fl1�l[51�..4�iADE o n E 24 qJ N + Tr -� f- "`.I` >�l2 b'] _.. .___._. .1._.�� • ,_._._.._ . _ ..... I : : : : : . . . . . . . . . . . . . . . . . . . . . : , . N z - �- __ __......;____ --~---- -. . I - N N - I . , . . I < EXIST G RADI=. - ,"'' . . . , v I . I . . I Mn I . . . I i IsT1NC>t w A� i : ' ®F- _.w►il (N Cx — _— . . . . ; , . . . I . . , . . . . . . . . . I i V, .t- r E X I5�1' SAIJ►`rlllC .$ W.FsR 4 O Q. i . . . 2 I , . I ._.__�.__. _•.••_._... .. ,._.._......t_ - ..•-__.,...,•_..._.. _.....___«. _..__ ..._. . . ' .....:_: _. _.__ _ . , . _ _ . : _ v _ 4. ---�- �e I -- - . ..__ __.._...._�_ -•--"-.r"_._._,. ...._.--..•.._.___;.__••-_•._•...•.••._._..,_ , _... '�t�: s It.nn' ��rl�ltc �4C� . . I : : I . ; .r•,-:-d I �.`' `� Z, '''' : ,. .�. : J r` I . . . . • . . . . . . . . . . . . . . , . . L0. ( : • • . • • • • • . . . . . . . . . ... . . . . I F b`` I . I . . . . . . . I : : : : : : : : : { . : : . : : : �-wo-;_ Y--r . � : : . j30`,� • . ' . : I . 1 , . . . . f; . � . . � . . . . . . . . . : : : : : . : . : : ' • : : : : : : : : : : : : : : I . : : : : : :.� -'�-`�' : . : : : : : . { „t 1.70(H1lN) 1 : . FORE 'Tq�1UATl0 OF : : : : : : : : : : , : : : : : : : : : : : , : : : : . : _ 23 : . ..� ' _. _ w.__. . . { 70 L.F 8 5.i? �TdRM lV1�ir;iL •S . . . : : . . . P: :D.,.Vw* R � : . : : . : : : : : : : : : I : : : : . : : . : : : : : .. . . . . . . . . . . . . . . . . . --••-'--� ._..-.__.«_.•__., -. _ ..._,_,_. ,...__• _ ..• _••,... ............ ..._.._,. -...._.. _•__.., _-...,.-. ._._..... ......__.,•_. _ .......•_•_ _......._--___.. ( . . . . . . . : : i : . . . . I i NIcs1iPlT. { : : : : : . : : : : : : : : : : : : : : : : : : : : I : I : ; ► ' I . I ~ . : : : . I . . . : : : : : . : : : : : : : : . ' . : . : : . . : : . : : : : : : : : : : : ,� . . . • , i • . I 3g3 . . . ! I . � . . ♦ . . . . . . . . . . . . � �. . : : rolC LlN7('N U A I C AI'Ott. . I 8+ S.P I I : . . : . . . I . : l . { : : : . : : : • . : : : : : : : " . . . : . . . : . . : : : . : : : : ' 2 30 _ s :_ %,F'. _._.___ . .»: _ ' _:__:«�.:_�.. _ ..�. . l . I 1 . . . : . , : : . . : . , , i : : : : ,. : : : : : : : : : : : . . . . . . . . Zw Int _. _ ,,_ _ . . _ _.. _..__ __ . _...._ _. _ _.. __ _. _ ___ ._....-.._ ......_ ___,.___. _ _ .._._ .• ...._ _.._ ..,_,__..._ _.._...._ ..__.. _............_..__......__. ..•.•_ _ _._.. . . . .sN I . I . . . . . . . , . . . • . . . . . __._". . , I- I _ . . • . , . •:.• . . . . . . . -a" . . . ~� . ► ------ . . . . -.' • . • . . �•ul N Q, �+ . . ' : ' : : : : : : : : : : : : : . . ' : : : . j 't : . : : : : : : : : : : : : : : : . . : : : : . . : : I : : : . . : : : : : : : : . . . : : . : : : : : : : : : : : : : . . : : : : : : . :�. : : ' I�i11 N ( . . . . . . I : . : . . . . . . : . I . . 1 . . p n .. . . : : : : : : : : : : : : : : : : . . . ' : . : : : : : : : : . : . :i 04.fit.G• : : : : : : : : � : : : : . . . . . . . . . . . . . . . . . I • . , . , : : . : 4 N� ": : : : : : : : : : : : • . � COp : : : : : : : : : : . : : : ' : : : : :� : : : : • : : : : : : : : : : . . . : : • • : : . . Wa L25 1 . . . . . . . . . . • . . . . . . . . . . . . . : : : : : : : : . . . . : : : : : . . . . . . . . " : : : " : `: ' : : : : : : . . . 4 n : : : : . . : : : . . . ♦ . .' _ I . : . . . . . ._........._.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _•._ _...._._._ . . __ .». ._ _, ._._ _. _ ....._» _ ....._. .,.,..•�,........... ....._._•». __. ._.. .w_•...•_._••_.. .._.•.•_._,..•I_•••..•._.. ,,,,,..•. _ __,_ ' _.__.. _ _. _ _.__ _ _ . ___._._ _. _ ».•••_•_•_., '�" . . . . . . . . . . . . . . . . . i ; . ♦ . . fl..�..-F FT I 1V ST O . . . . , , . . . QOTI Q . . 111 t . . 1 , . • . . 1 . : . : . : : . 4 :� I CITY OF' �"IG�AI�CI� i . . . . . . b� . . . . . . I c y . • . . . . . • . . . • • . • , I . . . I . . . . . . . * . : . . . . . . . . . . . . { : : : . . : : : U' � /. S'' : '"' : : ' : . : : : +' : : : : : . : : ' : : : : : : : 10-14 C7 G t.K ZZD { fG1 REV. s.5 ApR MN•-5 . . . . ._ _.._. . .._ .. _... �•._ _. ...__.»«.___.. ._..w_____ ...... _ ... . _.. _. .Y_ ........ ♦ .... �.._._.,._... �.. . ._' , .w .� _...,_ ......_......:_. . . . _._». __ .� ' . .: _ .: w _.:..._ ._, _ . . . . . . . . . . .fir. Z 2,Q !e I I-G-e9' G L K . . . . . . . . . . . . . . . . . . . . . : . . . . . : . : . . . . . . . . . . . . : . . . . . . . . . . . : : : . : : : . . : , ' : . . : . . . . . I . . . . : . . : : •yam...... w _"__•�"`"`.- . , . . . : : : : : : : : : : : : : . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . , : : : : : . . . . : . : : : : : I : : . : : . : : : . : : . : : : . . . . : : : : : : : : : : : : I : : : : : . . : : : . . : : : . : : : : : : : . : : : . . .r. . .: . : : : : : : : . : : : : • : : : : : : . • . , . . , . . . . • • . • • . . . . . . . . , • . : . . . . . . . . . . • • , . • • • , . , . • . . • . . , . , . • . . • . . . . . . . . �. M ACKEN716 WGINEFFAM I 1 , . . . • . . . . . . . . . . . . . . . . . . . . , : . , • , . . , . . . . . ' • . , . : : : : : : , . . .. . : . : I , . . . . • . . , . . . . . . . . , . . . . . . . • • • . . • • . • • • • . . • . . . . . . . . . . . . . . . • • . . M?,ALI.I%I : : : : : : : : : : : : : : : : : : : : : . . : : . . . . . . . . . . . : . . . . : : : . : : : : : : : : . . : : : : : : : : : : : : : . . . . . • . . • . . . . . . . : : , : : : : : : : : ' : : : • . . : : : : : : : : : fed . : : : : : : : : : ZIP _ ._...._. .._. ' TAY'. �E.. P. RIQF :,,,,.,_, . . . . . . . . . • . . , , . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . fl . . . . . . . . . , • • , z1� . : . . . . . . . . . . . I . . . . . . . . •••.••••• .._•....• • • . , : . • • . " . :.._ ..........__.... . , . . �-. . .._ . . . . __ ._ ._;._. _._ ... 7 , •S, , ,,..�...... _._ ._.. ..-. _._ _. ._,• • 5C L•L? •=' NO IZ:." I 4 " ' . . : . . . . • , . , . , . : : : ' : : : : : : . : : . . . : VE r ; . . • . . . . ♦ . . • • • • • . . ! : . . , . . : • . . . . :SCAI:_ N61mli- i�M40i . . . . . , . . . - : : : . N ,V 0Q . : ! . - . . : : : : ; : : : : : : : : : : : : : : ` : ' � : ' : : ' : : ' : . , , . • . • . . . . • I . : . : : . . . . . . . . : . . . . VIMT. j . :, 5. . . . . . . . . . . . RIMY: . ' . . : : . : : : : : : : : : : : : . . . . . • . . . . . . . . . . . . . • . . . . . . ♦ . . . . . • . , . : . . . . . . . . : • . : : : . : : : : • : : : : : : : : : : : : : : : : : : : : . : : . . . : : : : : ♦ : : : : : : : I : : : : : , : . : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : : : : ' : : : : ; �N. : : : : . . . I . . . . . . . . . . . : : : : : : : ' : . . . . . . . . . . : : : : : : : : . : : : : : : : : ' : : : : : : : : : . : : : . . . • . ♦ . . . A?�►�� pRpi1RA�� . . . . . . . . . b: Z.iO __ .r . . :�.. .__.� ' _� . . . . . . . . . . . . . . ♦ • . : : : . . . . . . : : : : : : . . . . . . - : : : : : : . . • . . : . . . . . . . . . . . . . . . • . . : : : : : : : : ' . . . : ' : : : : . . . : : : : : : . . . : : : : : : . . . . .... . . : : : : : : : : : . • .�.�. ......... ..Y. -...• , • ._. ..-.._.. _. _.......__;.._.. ..•_-...-._. ,._._._ _ .__..._ _� _ ... __._•.•• : ._ ». _ _�_ _ ;; .•.,•_ .__..•_•.__..._.. ._�._._." ._._••.-.•.._._ _._ ._.... ....« "0 . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . .._,,..._••.•—.._... : • . . , . , , • , . V, : : * , : • • , . . . : • • , . /r /�Lt•O'l!I/4 ]�o: 04 , / , el.),lJ;* ': . • : : . . : • , : : • . : . . . . , . . 1 • . Y . . • : . • . . : • : { . . . • . . . • . . • . . . . . . . , . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . : • : • . • . • • • • : : . , • . 1 ♦t . • . • . . • • , I ��/ . . • . . • • . . . . • . ♦ • • • • • • • . • • • . , . • . . . • • • • . • . . • . , . . • • . . . . . . . . . . . . . . • • •e • ♦ • : . . . . • • • • • . , • . • . • . . • : ♦ : , ♦ , . . . , . • • : : • . ' • • . : • . ♦ • : ♦ • • : : • • ' • • ♦ • • • • • - • . : • Y • . . . . ..J�. . . . . . /�(. . /�. �.{.�./�} ,J. . . . • ,�.r.J•y. . • . . • • . • • . , . Y • • • • • . • ♦ • • ♦ • • • • • , • . • • . • • . , . • • . • Y • . . • • . • . , t ` • • .�,� "•-TTS f . �•P_► /. _•i••'►91.vaa >V .4_. I I • ♦ • • . • • 1 • • • • • . • • . • . , • • ♦ • • ♦ • . • Y • • . • . • . • . • • • • ♦ •^• • Y . . • I • • • . • . • , • • : . • • • • • , f ♦ • • . • • • • • . . . • . . • • . . . . . . . . . . . , . , ♦ . • • , • . • • . • • . • . .1 . • { . • • • • . , . . . . . . • ♦ . . . : : • • • • • • • ♦ • • • . ♦ • • • • • . • • . . . . • . • . • • • • • • • . . • . • • • . . • • . . . . . • • • . . , . • . . . . • • • • . • . • • • . . • , , . ♦ . . . , . 1 , . . . . • .y�/� • • • f •RI/ ;' _ .. • , . . __.,•..••..•..._-.._ •_•...__,..._. •.. ... ............».......... ........_L.__._._..._.. .._.... _.._ «.... ... .,,r............ _._...__..... _»_ _— __.._.• ..._ }. M • 9 1 1 1 1, , I I I 12 I I F . I LSF-•rw.ua„>, ..... -....,, ..,.,.,,... � _ a.•.'�' ', « , __ ., . . + .`e -he ..y.., _ r G �, i �� - _� _ -- i. . i �t''t .'11111 1111111 ,1111+11 r<111�11 II�I>>I Ilfllll 111 (�I^ti 1111 I Ii11 III 11� 11111) 111 III III f>) Ilt 1111111 111 III III III III III 111 I�I'IIII III fII 1111111 IIIIIII 1111111 �~ �' I I I I I I I I I i I I l l l l l 1 i l J I I Il I I I NOtE: I F TH iS M IGROF I LMED 1 2 3 4 5 _ 6 7 8 9 10 _,I 1 _ 12 --�► DRAWING IS LESS CLEAR THAN THIS NOT ICE;-�IT I S DUE TO THF- QUALITY OF THE ORIG-NAL DRAWING. - - -- ----- -- C1E 6Z 9Z LZ 9Z SZ 1>Z EZ ZZ IZ OZ 61 BI LI 91 91 t,l FI ZI II 01 6 9 L 9 S b 1. c Z 1w•1*' �,>;' f 1t1I1111111111111111111111111111111111111111�1111Iu111111111111L111111illill111IllIu11111111111111111111u11111111u1u1111111111111111111ullnllllullnl111ulll;llltllllllutuu{I111Iu111u1111111111It11lIIliadill1101111111111u1111uluuliojli niillnihiii6llllulPlulnIIIII liiii . .. (8) LANE COUNTY: Willamette River-20th Street (Springfield) Section of the Mckenzie Highway. FAP M-1120(6) and State Project. Grading, paving, signing, ilh!minatioo, signals and landscaping. Wildish Corvallis Construction Co. , Eugene $2,454,646. 50 Eugene Sand & Gravel , Inc. , Eugene 2,746,285.75 Delta Sand & Gravel Co. and Babb Construction Inc. � dba Delta Construction Co. 2,841,546.79 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject o concurrence of the Federal Highway Administration and the City of Springfield and when a deposit is made by the City. If the low bid- der fai 's to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WBE review and cost i-astifica- tion. (Contract No. 10,520) (5) MALHEUR COUNTY: Greeley, Rockville and Tiffen Bridges Section of Succor Creek Road and McBride Road approximately 27 miles north of Jordan Valley. FAG' Nos. RS-B483(3) and BROS-2300(20. Grading, base and structures. Tidewater Contractors, Inc. , Brookings $ 281,719. 50 Stich Construction Co. , Inc. & Stach Equipment, Inc. , Grants Pass 287,054.00 A & R Construction, Ir'L. dba Laco Construction Co. , Lewiston, ID 327,654.00 Weaver Construction Co. , La Grande 350,337.00 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject to concurrence of the Federal Highway Administration and Malheur County and when a deposit is made by the County. If the low bid- der fails to meet DBE/WBE requirements, State will award to the next lowest respgnsive bidder pendin DBE/WBE review and cost justification. (Contract No. 10,521 4 - (10) MARION COUNTY: "S" Curves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-15(21). Grading, paving and signing. Mocon Corporation, Salem $ 362,635.00 Morse Bros. , Inc. , Lebanon 386,174.00 River Bend Sand k Gravel Co. dba Salem Road & Drwy. Co. , Salem 401,845. 50 Roy L. Houck Construction Company, Salem 403,674. 50 D & D Pavii,g Co. , Salem 422,232.40 North Santiam Paving Company, Stayton 423,422. 20 Dirt & Aggregate Interchange, Inc. , Troutdale 436,857.80 J. L. Arndt Construction Co. , Troutdale 481,354.55 Elting, Incorporated, Clackamas 499,500. 50 Intertech Construction Co. , Lake Oswego 540,660.00 ACTION PENDING. ( 11) POLK COUNTY: W. Fork Salt Creek (Brown Road) Bridges Section approxi- mately 7 miles north of Dallas. FAP No. BROS-2700(9). Grading, paving and structures. Holm 11 , Tnc. , Stayton $ 257,248.00 West Coast Structures, Clackamas 259,500.00 Tri-State Construction, Inc. , Bellevue, WA 298,599.00 Stach Construction Co. , Inc. & Stach Equipment Inc. , Grants Pass 306,032.00 Berning Construction Company, Wilsonville 308,436.00 Kip Construction Co. , Eugene 309,910.00 Mocon Corporation, Salem 311,394.00 P. & F. Construction, Gates 322,900.00 C. M. General Contracting, Inc. , Hillsboro 341,320. 15* Columbia Pacific Construction Co. , Lake Oswego 372,742.00 Donald W. Thompson, Inc. , North Bend 373,616.00 Gervais Construction, Inc. , Brooks 394,485.77 * Bidder will not accept award of more than two contracts at this letting. The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE review and subject to concurrence of the Federal Highway Administration and Polk County and when a deposit is made by the County. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WEE review and cost justification. (Contract. No. 10,523) 5 - (12) WASHINGTON COUNTY: Glencoe Road-Helvetia Road Section of the Sunset Highwgapproximately Paving. 20 miles west of Portland. FAP No. F-27-2(33). Lakeside Industries, Portland Baker Rock Crushing Co. , Beaverton $1,209,005.2.5 Roy !_. Houck Construction Company, Salem 1,, 892 262,561254,561.00 1.. C. Coon Contractor, Inc. , McMinnville . 50 Jmpt Morse Bros. , Inc. , Lebanon 1,298,098.00 Kiewit Pacific Co. , Vancouver, WA 1,367,512. 10 1,438,780.00 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DSE/WBE review and subject to concurrence of the redPral High:;dy Administration. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WBE review and cost justification. (Contract No. 10,5241 (13) WASHINGTON COUNTY: Tigard East Shopping Center Section Highway West in Tigard. State Project. Traffic signal installation. Tice EleCJXA.e—Company, Portland Hamflton Electric, Inc. , Eugene $ 84,700.00 W. R. Grasle Co. , Portland 92,496.00 M & J Electric, Inc. , dba Marine R Industrial 92,500.00 Electric, Portland Frahler Electric Company, Tigard 93,920.00 Dirt A Aggregate Interchange, Inc. , Troutdale 99,540.00 Highlite Construction Co, , Gresham 99,930.00 102,173.00 AWARDED TO LOW BIDDER. (Contract No. 10,525) 6 ►. (14) WHEELER COUNTY: Spray Slide Section of the John Day Highway approxi- mately 2 miles east of Spray. FAP No. F-6(20). Slide cor- ection. Mocon Corporation, Salem $ 173,632. 50 Elting, Incorporated, Clackamas 223,387.00 Preferred Roads, Inc. , Springfield 246,888.70 Durbin Construction Co. , Eugene 249,624.60 Murphy Brothers, Inc. , Spokane, WA 267,384.00 Weaver Construction Co. , La Grande 268,374.30 Hodgson & Sons, Inc. , North Powder 276,916.30 James M. Ellett Const. Co. , The Dalles 279,107.80 Westermann Contracting, Inc. and R. E. Westermann, a JV, Portland 280,448.40 James W. Fowler Co. , Dallas 285,286.20 Kiewit Pacific Co. , Vancouver, WA 287,990.00 Rogers Construction, Inc. , Portland 296,396.40 Elte, Inc. , Boring 297,525.32 Dennis Snyder Contractors, Clackamas 316,787.00 Robco, Incorporated, Grants Pass 318,103.00 Blickle C( , Portland 328,2.41.00 J. L. Arr.Jt Construction Company, Troutdale 330,367.70 JAL Construction, Inc. , Bend 348,814.86 C. G. Gredvig, Inc. , Portland 361,014.20 Michael-Mark Ltd. , Tigard 365,373.00 Blaze Construction, Inc. , Yakima, WA 368,312.90 Flintstone Crushing & Construction Co. , Springfield 384,488.82 Roy D. Garrnn Corporation, Roseburg 386,354.00 Fabricators, Incorporated, Salem 416,742.00 Pacific States Contractors, Inc. , Sisters 429,800.00 ACTION PENDING. - 7 - I q STATE OF OREGON DEPARTMENT—Or—TRANSPORTATION ADDENDUM HIGHWAY UIVISIO� �S TABULATION OF =RECEIVED FJOBER 22, 1987 TRANSPORTATION COMMISSION ACTION NOVEMBER 4, 1987 ( 10) MARION COUNTY: "S" Curves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-75(21). Grading, paving and signing. Mocon Corporation, Salem $ 362,635.00 Morse Bros. , Ii,c. , Lebanon 386,174.00 River Bend Sarld & Gravel Co. dba Salem Road & Drwy. Co. , Salem 401,845. 50 Roy L. Houck Construction Company, Salem 403,674. 50 D & D Paving Co. , Salem 422,232.40 North Santiam Paving Company, Stayton 423,4?2.20 Dirt & Aggregate Interchange, Inc. , Troutdale 436,857.80 J. L. Arndt Construction Co. , Troutdale 481,384. 55 Elting, Incorporated, Clackamas 499,500. 50 Intertech Construction Co. , Lake Oswego 540,660.00 The Commission authorized the State Highway Engineer to award the contract to the low bidder pending DBE/WBE r(,view and subject to concurrence of the Federal Highway Administr;jtion. If the low bidder fails to meet DBE/WBE requirements, State will award to the next lowest responsive bidder pending DBE/WBE review and cost justification. (Contract No. 10,522) ( 14) WHEELER COUNTY: Spray Slide Section of the John Day Highway approxi- mately 2 miles east of Spray. FAP No. F-6(20). Slide correction. Mocon Corporation, Salem $ 173,632. 50 Elting, Incorporated, Clackamas 223,387.00 Preferred Ro:.ds, Inc. , Springfield 246,888.70 Durbin Construction Co. , Eugene 249,624.60 Murphy Brothers, Inc . , Spokane. WA 267,384.00 Weaver Construction Co. , La Grilnde 268,374. 30 Hodgson & Sons, Inc. , North Powder 276,916. 30 James M. Ellett Const, Co. , The Dalles 279,107.80 Westermann Contracting, Inc. and R. E. Westermann, a JV, Portland 280,448. 40 James W. Fowler Co. , Dallas 285,286. 20 Kiewit Pacific Co. , Vancouver, WA 287,990.00 Rogers Construction, Inc. , Portland 296,396.40 Elte, Inc. , Boring 297,525. 32 Dennis Snyder Contractors, Clackamas 316,7R7.0O Robco, Incorporated, Grants Pass 318,103.00 Blickle Co. , Portlana 328,241.00 J. L. Arndt Construction Company, Troutdale 330,367. 70 JAL Construction, Inc. , Bend 348,814.86 C. G. Gredvig, Inc. , Portland 361,014. 20 Michael-Mark Ltd. , Tigard 365,373.00 Blaze Construction, Inc. , Yakima, WA 368,312.90 Flintstone Crushing & Construction Co. , Springfield 384,488.82 Roy D. Garren Corporation, Roseburg 386,354.00 Fabricators, Incorporated, Salem 416,742.00 Pacific States Contractors, Inc. , Sisters 429,800.00 The Commission authorized the State Highway Engineer to award the contract to the low bidder subject to concurrence of the Federal Highway Administration. (Contract No. 10,526) n, MACKENZIE ENGINEER' i INCORPORATED R Ejf-TEr MACKENZIE/SAITO&AS�- _.:IATES. P.C. __J U 0690 S 1V BANCROFT STREET PORTLAND.OREGON 97201 (533)224 0560 (503)224 9570 Date November 9, 1987__.____ Project Number 185572.005 To: City of Tigard I Attention: John Hagman Project Name: Tigard East Please find attached: shop drawings __. plans samples —specifications _._copy of letter change order _ ..details calculations Number of copies: Description: 4 bluelines sheet 3 of 4 - sanitary sewer revision For your use For your review For approval As requested REMARKs Please review at your earliest opportunity. Thank you. _ Copy to: __ _�.�� - r 1 �_�_�__� ri rp rMN Signed Dave Larson/Jw U l`' y ►�' Mailed JJOV 10 1qH7 A,06 XX. Delivered (6y DGL j To be picked up CITY OF. TIGARD If endosuree are not as noted tnnOty notify of of ane• It—lam -�7 TO_', Cared PropoSC S •40 �p t!\s•4\J G Z.t O Pic -se- rc.#jte ) �\ `t 1AL\, Cc,l ` 1 t i MACKENZIE ENGINEERING INCORPORATED 0('00'.-W RAWIW)f I '-IHCL I f'(OOLAtJ1),OHI(iQl`J()/,)0 1 OjO3)274 9560 October 30, 1987 City of Tigard Engineering Department Attention: Mr. John Hagman P. 0. Box 23397 Tigard, Oregon 97223 RE: Tigard East Shopping Center - Storm Drainage Project Number 185572.005 Dear Mr. Hagman: The following information is provided, upon your request, to review the storm drainage design prepared for this project, and to recommend a solution for the downstream end connection to the existing 24" culvert. Mackenzie Engineering Incorporatei has been working on this project for JB Bishop during the past several years, anc is currently working `or Mercury Development. The direction for drainage design was determined in close coordination with Frank Currie, using the Sensitive Lands Ordinance. Frank' s direction included two basic options for drainage: 1. Upgrade all of the road crossings, downstream of the project to Fanno Creek , to convey a design storm of 2:' year recurrence frequency. 2. Provide storm detention to detain the runoff differential between a 5 year storm for the undeveloped site, av„ a 25 year storm for the developed site. Option 2 was selected, and has been the designated option for 2-3 yeas. I have attached the calculations originally submitted to your office in 1985. Some minor adjustments hav, been made to the detention in terms of amounts ponded vs. piped (piped storage has increased) . You have been updated with any plan chang►-s that have occurred. The most recent issue on this project has been the size of the existing downstream culvert on Setniker's property. While the pipe on Mr. Setniker' s property appears to be undersized, I can find no information regarding its design or the City' s approval of its construction. The pipe we have designed has been sized for the 25 year storm for the developed basin, with no downsizing in steeper pipe sections. City of Tigard - Mr. John Hagman Project Number: 185572.005 October 30, 1987 Page Number 2 I propose that the area at the outfall of our pipe as it transitions to the inlet of Setniker' s pipe be rip-rapped to a level equal to the higher of the 2 culverts. This would protect the slopes that are affected by the most extreme velocities. A detail is attached for your consideration. Construction of a manhole at this time would be quite c.ustly, and would create a hardship for Mr. Setniker should he be required in the future to remove the 24" line and manhole in favor of a larger storm drain. Further, Mercury has insufficient easement to accomplish any additional pipe or manhole construction. I trust this information has adequately addressed your needs, and that you will call with comments and/or approval of the attached detail . Sincerely, David G. Larson, P.E. Project Manager Enclosures DGL/smk cNEc,� Q(�r1 aT7 1-, or (AA TC�. It'ECQ v I e-4 0 To aE- D67r/V/AJ b Tv A c- A.e E A� 12• o(v ACS iN i77A-g, G (AUG SLOoz - ¢Zr ) = G = O, ZS Tel 1'� OVE R t.o�►t� FZ.O.,J - `1 OS LF = 1, 757 FT l s EG_ 10m .J 4- TL 4 lQ 413.(02 le.(as M 'i Fp-a— CAST wp'sii'J6-rc+.l Ce—).J—J-7( I- D G.J2tiC usloC\16t-Opco -q _ I, Z(D Ql; (O• tom) C 1.2(0) r -r FLorJ = I uo L C7 I MrV 720 t - -eco �f_c-C'c try (2 oevet-0'-1 c0..�, �nS zIt. l.VnC,.) = L �_r I.: / 112- ('3T) .L('3T) 0 W cr 0505 1Q � � O ✓�y13.�q ❑ REVISIONS 0. SPP -rl By DATE De-c- 19 rr r±4 MACKENZIE ENGINEERING INCORPORATED JOB NO 0690;l W BANCRrF 5TRt51 PORTLAND,OREGON 97201(503)224-9560 9NT - l __ _ OF SAW T v+�R.D EAS�" �'rE 1�E�E�•!T1 o S �E'rE►.lT1af 1fDWtitE = L,�,K oe•►�L — QS , " r�-ccv x CoG7 sCc. GL 7CTJ 5L0.4 S v�q�vE1. �J, tap G�t re- DEve� 1,1..5 -4 co� 0 w O a a Q D REVISIONS _ DATE DEC- MACKENZIE ENGINEERING INCORPORATED L 91 roe No 06909 W BANCROFT STREET PORTLAND,04EOON 97201(902)224.9960 SNT A. _OF_ l J nD rt, -i-mo-J Vim.L,-iF- = I352I• Co F73 SGEr.ICr2. (o 1 IF %�-fJ11 CGJ FnJC0 To Ph,1 rC,,jC� <_.vT CLcj 2542 V FT3 --a 11521 Fr I U►.loc-4-e 2o�,jo F 1 R�..101.E(. I,-I Pr1 z K �b l-07 'L C E'C •! T7 0,.l ,l..td.�l 1•{ol.ES. c� '1. 34 - 20oo F7 3 moo Ft 3 G.� '2 bw 204-0 + !'7(.'� _ 6 c F7 DE--rc11 �.� Cr3 d '1��•� S 2S N Ik +)(L'L Lia (:? G 13 0- 4-o D is 5- o'. '- FI' .t'C ,. a�_:�.c. Fol S P,;. J�. Nt c L 4.0 ! Cl G,� C 2�-7 io 1201 , _I Fr C] REVISIONS � r � L ^s? -- ___ DATEspy-- MACKENZIE ENGINEERING INCORPORATED ics No 0690 8 W BANCROFT STREET PORTLAND,OAEOON 07201 (509)224-05fa BMT _- OF ✓ez,v S /�,✓O /, 2 s � 3 /�E TE ti/i7��� Mme' !��c•G.f Cfj 233,E —ry TZ9,v 257,6clo 2213,5 12 32SO,o 2310 14-11(s,S 'Z'5 4- —rte &-r4a �l 2fol 2�'tc0. (o Fr 3 Q�•�.. �,./a�.c L F 4 AT /, 25' Def-)T4 btJ41,L, VoJLCL7 -,C. Ar 25' YC,�,L D2 GRE�-rc2 l2 D ve c. ��S ar�_• S wvs.�c..J T` 0i vT s (do , p ,G2 1.37 Wt< -z 23 to —y c: 2 g 2 2 .;,-1 7 1+ O REVISIONS DATE L+=4 n MACKENZIE ENGINEERING INCOR?ORJOBNO , - II ONO S.W BANCROFT STREET PORTLAND.OREGON gt01(100)294.0 O SMT _-S_._._OR _ _. _+ . . . . . . . . . . . . . . . . . . . . . SCA _E' O : : : : . . . . . . . . . . . . . . ..... I . . . . : : : : : : : .rf . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v j,.,.id I) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : I : : . . . . . . EX7 S, �:GKOu. . . . . . . . . . . . . . . . . . . . . . . . $ rVp : . . . . JLi . . . . . . . . . . . . . . . . . : : : : : : . . . . . . . . . . . 210 . 7: : . . . . . . . . . . . . Q . oR: &LL R . . . .A CST '31, : . . . . . . . . . . . . . . . . . . : . : : : : : . : . . . . -� _..._ . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . E100 .At : . : : : . : : : : W(Wt MESE mirr . . . EVISION — ` TIGARD EAST eY W— BOETTCNEIZ EXISTING STORM LINE PROFILE DATE - --- --- ---- JOBNO. MACKENZIE ENGINEERING INCORPORATED 0690S w BANCROFT STREF i rOnrt ANn ORUGON 97201(503)2,14 )SCS, SHT. _. Z OF Z 5 CA LF- 1 FILL R!P-RAP / STA. 0+00 FILL CAST I 240 re i N � comt. Ai \ . GO'' I Z GA. I j M N t.N I MIA I L 1 Im Z.9'. 2j ....... 4 - •a -O U T r•,- ► 7Z ISO. W.W v4.Md ui N �._.-. • -Qr y Q O a A �. CL 6 s Opk N Ljr 3e REVISION 'E. Z ► i �y ..�� `'� ^� i ..._ TP RD EAST F' BOF-TBOF BY ,. _ _ EXISTING STORM UNE PLAN DATE 9" 24 - 87 III . I MACKENZIE ENGINEERING INCORPORATED roe NO. 1855-72- I I0690 S W RANCHOFT STREET PORTLAND.OREGON 97201(509)224-95W SHT. -__ OF 'Z -- r� MACKENZIE ENGINEE' G INCORPORATED 0690 S W BANCROFT STREET POR*LA .,,,OREGON 97201 (F-03)224-9560 RECORD OF TELEPHONE CONVERSATION 1013 Tigard East---- ------ ---- — --- JOB NO. 185572.005 198 DATE_ 10/28/87_ _ TIME 11:30 a.m. ------- _ INCOMING CALL PERSON_ Greg Ber=y — _—_ OUTGOING CALL XX _ COMPANY- Ci tY Of Tigard --- PHONE N0, 639-4171 SUBJECT:La7? La!j Sewer under Vestibule REMARKS-) hen I called__Greg, he indicated that the detail submitted last Friday wass unacc_e table to the City. He asked that either the sewer be relocated or the building be moved. I asked if ---a- ductile iron pipe, placed under the building to a point 5' outside the walls, would be acceptable. Greg said he-would-check on this. - ---Greg called-back to indicate that the ductile iron pipe option would be acceptable-,_on the- condition that the encroachment -on the easement would be_ noted in the title records of the froep rties and_that, as with any public easement, the City would have the right to enter to repair the pipe with no responsibility to reconstruct the vestibule. He suggested that the vestibule Floor slab be built to-al I ow tunnel ingunderneath it to allow for future repair _-of the pipe. Every effort effort has been made to accurately record this conversation. If any errors or omissions are _noted, written respcnse_ is re uired within five days of issue date. - id G. Larson, P.E. DGL/smk cc: Greg Berry 11.j Dave Zimel - Bob Klas _ Dan Doerner kT ----._ -- - -- BUILDING FLOOR SL,A B — --- ILDING WALL FO UN DAT ION � � � FOJTIIJC� _+I 3/4ttf,--) CRUSHED �9 ROCK COMPACTED ' TO q'3 9'o STAN PA KID PKOCTEK IN Ott LIFTS. 4�° :A' ------ -- 12tt THICK COWC,. POUK s° 'e WRAPPED AROUND Qd 5EWER PIPE ----- -- - --- 0tt 'aAN ITAPY SEWER PIPE (EXI5TING) E JC,A5E ME�,JT OF SANITARY L.INE 15ELOW F00- TINE3 3/4 11Z FOOD C; ONNEC ( IN TIIGARD N-iARKI " !"L ACE � : ti 11, 111 (4 �1ti'J :. '( Nt ,1 t' AitK ;o rl� ► r Attti itLVILION ►iICNANU G. E.� ir11ANN A, �, ;t�,IH f L:� A t ttu01 —23'87 trl AlAt io �. t:WAAhvi, aiA f 1. ►i i WI��Y�7�7 1 Nlitht.,i I r1 ,..,. `NVvN Ki A►i, A,, I{ � tJiCti,I FCl a ;. Nl�1t� vtrf t;r RRK ; i tth Av► illjr T bLAb i I l �i. 'AM) M4 4"1 � s MACKENZIE ENGINEERING INCORPORATED 0690 SW BANC:ROFT STREET PORTLAND,OREGON 97201 (503)224-9560 October 30, 1987 City of Tigard Engineering Department Attention: Mr. John Hagman P. 0. Bax 23397 Tigard, Oregon 97223 RE: Tigard East Shopping Center - Storm Drainage Project Number 185572.005 Dear Mr. Hagman: The followin,, information is ; rovided, upon your request, to review the storm drainage design prepared for this project, and to recommend a solution for the downstream end connection to the existing 24" culvert. Mackenzie Engineering Incorporated has been working on this project for JB Bishop during the past several years, and is currently working for Mercury Development. Me direction for drainage design was determined in close coordination with Frank Currie, using the Sensitive Lands Ordinance. Frank' s direction included two basic options for drainage: 1. Upgrade all of the road crossings, downstr•eani of the project to Fanno Creek, to convey a design storm of 25 year recurrence frequency. 2. Provide storm detention to detain the runoff differential between a 5 year storm for the undeveloped site, and a 25 year storm for the developed site. Option 2 was selected, and has been the designated option for 2-3 years. I have attached the calculations originally submitted to your office in 1985. Some minor adjustments have been made to the detention in terms of amoUints ponded vs. piped (piped storage has increased) . You have been updated with any plan changes that have occurred. The most recent issue on this project has been the size of the existing downstream culvert on Setniker' s property. While the pipe on Mr. Setniker' s property appears to he undersized, I can find no information regarding its design or the City' s approval of its construction. The pipe we have designed has been sized for the 25 year storm for the developed basin, with no downsizing in steeper pipe sections. f y City or Tigard - Mr. John Hagman Project Number: 185572.005 October 30, 1987 Page Number 2 I propose that the area at the outfall of our pipe as it transitions to the inlet of Setniker' s pipe be rip-rapped to a level equal to the higher of the 2 culverts. This would protect the slopes that are affected by the most extreme velocities. A detail is attached for your consideration. Construction of a manhole at this time would be quite costly, and would create a hardship for Mr. Setniker should he be required in the future to remove the 24" line and manhole in favor of a larger storm drain. Further, Mercury has insufficient easement to accomplish any additional pipe or, manhole construction. I trust this information has adequately addressed your needs, and that you will call with comments and/or approval of the attached detail . Sincerely, David G. Larson, P.E. To Project Manager Enclosures ` DGL/smk �\1 Q.�-t N L 1 t C'.✓c`1�1 l�C R N C� t�rG�t•Se'S � `` IN _ A v��� � p\tom-se_ rwt,.� ��c coc,.tsPaHC"a••"ct I ' RC7(Q v eE O To Pe DE7� Tv e<< 12 OCo ACs T o VE r"c�o.�►r� Fw .� = �-)L Lt~ _ 3.Co 2 v,yoc vE, .�..- �frE�.oLt 17S FT IOti� ,� T` ►O y �•(p`Z C 1Y.&I. MPJ Cf--'-j �S v�+�E� � G 1 � _ (Q• ZS i C I ,2lp) ( I 2 ,opo \/r,L 0f,, '120 VGA-�GiT�1 - � APs J D W Lv c7: % 0505� 0 �t r t i. `/4O. L (I REVISIONS 71 - DATE DLG -- - ---- JOB NO MACKENZIE ENGINEERING INCORPORATED BHT. OF- 0690 F_0690 S W BANCROFT STREET POP'LANO,OREGON 97201 (503)2219590 1 TI C�RD EAsT 517E T�E-f E�.!?� o•� '�E'1'E►.1Tlo•! VoW�E = ��� �,�, '' �Sw�,Fvc�,� x rc.o� �c Coc7 sc, Fr20,•�t F'►�4E LAILL 9s u.rQEvf.0 _ �O G�t Te- DB�a 12 M J Z,1.L t�, - 3,3C] 12 co 0 ► 3 5 Z/. co �� 0 w O 2 a- a. 11 REVISIONS By S, M DATE XC- l ) I Lt:: J Z MACKENZIE ENGINEERING INCORPORATED JOB NO./� 0690 S W BANCROFT STREET PORTLAND,OREGON 97201 (513)224-9560 BHT__4_OF_ ....... .. .... ._,....,�....�..........iw..a:w..:�u.Waeas.+,:IY+W..twwc.iia,.iwu+✓rw+,...:,.�',aaia�r�'i•a.:_.-,. TE�.►-r►o.S V cz F73 SGIr�E�Z l0 1 IF� r-12llL:2P , CorJFr,-IC0 To PN,ZIC��(Ls l.o f CL'Ctl S542 Va l000 Ff3 II51I Irt3 UoacA-&2.o..'jo J` Irl P.1Lk Jv t_o7 2 ooJ 1"721 F-!� ro( 4 LF Isccr`3Got t0 I, c l!; d s 2T N Ik bcp,, i- c-e3 4d--�o 5 4Q o 247 Ca, C F" S W p G.3 'Z' t" -� 33 3 a 101 -, ❑ REVISIONS DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0090 8 W BANCROFT STREET PORTLAND,OREGON 97'W01 (503)224.9560 SHT. OF + — ��.t ez,o � l�,✓o /, 2 S- � 3 AE T��./���� M�� li o c..G* 2213,5"' or 2 , AT OE"7 t A-s ZS yc,,,2- snx. S L+O Fr 2 nr,n,ik (;L.tZ r ,',:j.L GC i! t, , 5 ��. 2'�•'�. " �;; .L L = lug 0 w 0 a a a C� REVISIONS By ,As DATE_eLL 1'';, MACKENZIE ENGINEERING INCORPORATED JOB NO. '3�:='11 0690 3 W BANCROFT STREET PORTLAND.OREGON 0720, ;809)221.9660 BMT — OF . ` : : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : I a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A h' . . . �. . .. . . . . r.. . . . . . . . . . : : '�4M : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : *."-' . . . * . . . . . . . . . . . . . . . : : : : . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . �: . . . . . . . . . . . . . . Top :OF : :. . . . : : : : Z i : :: . . . H = �oFw.� : . . . . . . : LE' Z(:;>.. IZE i 5i.L? M TO : : : : : : : : : : : : : : . . . . EId S1ON . : . . . . . . . : : : : :2 ) . . . . . . . . : : : : : : : : : : : : : : : LO!(M(N :LrISE. . . . : : : :: : : : : L . EVISION . . . . . . . . . . . . ".. ..f ' TIGARD EAST aY W- BUSTTCNE;Z EXISTING STORM LINE PROFILE DATE _ - 24-8-7 I ! MACKENZIE ENGINEERING INCORPORATED JOB NO. Z 0890 S W BANCROFT STREET PORTLAND OREGON(,7201(503)224 9560 SH1. OF- `.., c*` � may. �..-.-."''.•..•r� i' FILL ,, ~•-__ - Polo [(� sem' �• .. RIP-RAP - F PE TO PAY_LI STA. O+Wj ^M FILL CAST I RON 24 re k CORK. AL 1.600 I ~\ emoo COR•AL LJAA PII•EN a w h� ITAIL• J ' IM`s z . QE 1 7. 30 s r _ -OUT \ CLE , - 2 SO. S Iola 4. 4. Wcc CL 0 N Na lljt_.. - .- .. .. y REVISION [.- Z ,�. '� .��� v,, �� .� e� �p TIGARD EAST _ BY rz_ 5oETTCNER EXISTING STORM LINE PLAN DATE V- Z4 - 87 MACKENZIE ENGINEERING INCORPORATED JOB NO. 185572 J OC90 S W BANCROFT STREET PORTLAND,OREGON 972011503)224 9560 SHT.__..._ OF Z 'vKM1�M >F C ro k' rn ro +� s c c E. .c +j O L •7 M ro N O N •O GJ L. 1�fes. L O pn m ro M MM M E— C N C 4— �•Or rxj O G1 i-) T U)4J O cr r- +3 •r C W Ir 05 U _ Z ,z z w W ua z z zC Lu wU z Z(n w l � 'n C �� i aw 4ofeim o. IL li Ad /O Z"7-8 7 - MtNT TD ME, L�9�/F LA+�SOA/ !aE'bPi�1� G/rY CcWsiGt.XAr.�N DF G'`�NC'EJ�T, /,C -.r4lO IPPM..OAl 45 TC, �ELf�C'A�C S✓- /fyT IA-c- OVAA- F/L6CYy�YGF n!t- PPwtt'r R AA1 - G/ �cN%4 2-7-is '"o t" 10- Z'1-67 1ti /►�r'lvKt'�K� GO NCl�H} ,� �v►�r�•w.e.p �tv t l.'sr�r�5 -- --- ----- -- 13UILDING FLOOR SLAB FOUND TIO L l � Foo-r I N v 3/4110 CRUSHED 1 1 ROCK COMFAGTED 0 95 % STAT JVAK D pROGTER IN 3" LI f�'f2. ' a - - ----- 1211 T-iIGK GDuG. cd e a _ o POUR —-- --- WRA°PSp ARDUNP °e SEWER IIpE- 5r WE12 PIPE (EX 15TI NCS) EtiJGASE. MFDE T OF 15AQTALY LINT BELOW FOOTING ��411, Ii�u FOOD CONNEC110N Ti IGARD l0ARK L-. -1 PL. A- CL PAk, li I (, HICiol 4t% Y F1r 1 i' Allh Tbi$ AI-111 (044, i014 111CHAHLi G. Ej iiJI'`AN s A: lA l L;� Q t � O.w 8� r�,1.,17111 i. LHWAr4IY, AIA 1 k,41 MYSS HoUf,Ni 0 K.1 A:,, Aim 77.0 KIK K I bo' 4 NI 11 lU1 i�'JlliUk w5 `?,IT r`rA4�►�t1rr:. t,ric,� �r� �. i.U.t) 6444W I v.. ... .... ..LYS:... onurrction Inspection d Related Testa Carlson Testing, Inc. P.O. Box 23814 Tigard, Oregon 97723 Phone (503)U Y4 R E P O R T O F 6R4-3460 MOISTURE - DENSITY RELATICNSNIP OF SOIL October 23, 19$•1 For : Mercury Development Co. SCP-3529 Pro et `Pigard East Shopping Center Location On-Site s a m p l e_ Brownish Clay Sand M e t h n d o f T e s t AASH7U T-99 MOISTURE - DENSITY RELATIONSHIP CURVE 105 100 — . . . . . . . . Lk #H Z l ♦. _ i . . . MOISTURE CONTENT t m U to M') I n t u r e ` ' -------- .t' y a l . D r y D e n M 1 t v 11 n r n ( } ■s � Construction/nspeetion R "77"'1 Te_rts Ca-rhon Testing, Inc. P.O.Box 23811 T198rd.Or*gon 97223 Phone(503)W-N60 �a►9 too CP-6529 REPORT OF IN-PLACE SOIL DENSITY TESTS October 23, 1987 Client Mercury Developrmnt Co. Project Tigard East Shopping Center Sod Description Brawn Clayey Silt from Henriks-en's Mor. Dry Density 10�'S lbs./ru. It, Optimum Moisture 18 '9 % Method of Test NuClear 3411-B 0.1 t o. t 1/I I l 1 V ll I t t l I l 0 IN P l AC I n t NSI 7• -- tr11 wo E 5 T LOCATION rr. wo. oI$,VN1 1111 ICU rr c....., t - wit 10-19 1 Center of Pad 34, See Map -2' 14.9 121.4 105."' 100.0, 10-1.9 2 Southwest Corner of Pari 34, See Map -2' 16.3 117.8 101.3 96.0 10-19 3 North Edge Center of Pad 34, See Map --3.5 16.3 122.2 105.0 99.5 i 10-19 4 Nort:heat Corner. of Pad 34, See Mara -3.5 14.2 130.5 114 .3 100.0+ 10-19 5 Southeast- Cerner of Pad 34, See Map -3.5 24.2 123.9 99.7 95.0 10-21 1 Southwest. Corner Bldg. Elev. 234 1 ' 20. 118.9 98.8 96.0 10-21 2 Southeast Corner Bldg. Elev. 234 -1 ' 10.8 123.1) 111.5 100.0• 10-21 3 Northeast Corner. Bldg. Elev. 234 -2.5 H.3 117. 1 105.1 99.8 10-21 Northwest Corner Bldg. Elev. 234 -2.5 19.3 125.1 1G5.0 99.5 10-21 5 Center Bldg. Eiev. 234 -1.5 14. 1 124.0 1ut;. 1 100.11• R►markt �r-: _ Cites of T��Ld___�_ Job Site _ R & H Const. Co. Ri 0__gfrr�1nn _4L Aspoc. Ma kgnz ie��ixteer ing t IrIF 457 RE 2-2-4- - 9 5(a O� \t cW "A%4&cOVe-%-%43 0� V�C- y 4 ` ) Z C,v►,vt�� or. �Y �.�.�, t� 7.�. a.h.OG/tri- �o G�J11�+�i.♦t T�tL �,rOpl�i.�0 ..a��„ \t1�� h%W% r..o%jt�< <z\« a �IP-"&AAJ,11%C� "A,-%1 N V%-2,V- Aft,V C- a.c���P-16%,s -YM��i ei a w V%bs 0--A.*^4- �.1 1L �}V�l'.tt• � cl01NN1�YM�Ciw�. LZpscl '1�0�\C.rl � Z+ 1 40t.1 �C CNS�4C �4�G►ti. C►, 4�Gt�1`t�S M+1��1gs-K �Ib,1M.h� �� �t.�lG-�[�pt0 '`t'K. �"V►N�0�4 �Hl�liGtl'v�.�`yCw�K� t-t..`ttVt �..,`� pC��'1.` GZ�iG►�� �F-o�\Cwt. . 11 N dOWhti'1Fi.7.wt. O� M.0 IV Ttre- 1rww%0 C.vlf O%AV- ,I VO"OVK 11 h C. g1��tit1oK 1� 11 7rK�{ 1 l •r f. mer. 1 \ �}o 1GG.�w1oC?��c'~TNC Cb ► 'stC % MvtCJ l A-tf. ' O otAu4A- T ` tt 11 /t w6.``µINA 1 �o to � + 1h �t.�Zl ` �►.t.\ Cz\G'i ` dlrlbw1.%Ws ' ) . �+ d �►►w. w,k"&� r e-s�or.d v t..� �-a,�a'1 c� •� �..e't�►. c�z�s r t. vht 10/7 CORPORATION „'OtQ — PERMANENT STORM DRAINAGE EASEr2 �G7Sr f�lJl»K� KNOW ALL MEN BY THESE PRESENTS THAT Tigard East 1' hereinafter called the Grantors, in consideration fol s}: dollars (� o t' Foµ74Q.e Tigard, hereinafter called Grantee, grant and convey perpetual easement for constructing, reconstructint 1X a{ •wC*b inspecting and repairing of an underground appurtenances, together with the right to remove, foliage, trees and other obstrw!tions an the fol', JAW land, situated in the City of Tigard, Washington Coum, 00J. PIT I1' 1$ EXPRESSLY UNDERSTOOD that this etttshment does not convey any,.Q&-;,, title 44 interest except those expressly stated in this easemen x' r othbrwiili prevent Grantors from the foil use and dominion thereon r; p ho#evA,"that such use shall not interfere Ath OW uses andu Intent of the easement. p rpoaes " { IN CONSIDERATION of the premises, grantee agrees that if acid Gr antsew' auccesjors or assigns should cause said easement to be vacated, the rip the Grantee in the rbove described easement will be forfeited and 1 immediately revert to the Grantors, their successors and assigns in the' of such event. TO NAVE AND TO HOLD the above-described and granted premises unto'" Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the undersigned corporation has caused this easstAtt to be executed by its duly authorized, undersigned officers acting pursuant;,to resolution of it Board of Directors. PORTLAND FIXTURE LIMITED PARTNERSHIP By: PFMGP, Inc., general partner Name of Corporation Corporate Seal r _ Prssld � �: STATE Of OREGON ) )ss. Bys County of Washington Personal..ly appeared F. Michael Nugent and Mark G. Gram --- who, each being- list sworn, did say that e former s t e ------- ------ at"Ad t and that the latty 3e the ------------------------------- secrete ry of P Inc. general pat Ot PortlglCl Fixture Limited Partnership , a corporation, that the sea] a "X a the aforegoing instrument is the corporate seal 0 'said corporation and t said instrument was signed and sealed in b*Wlt of said corporation 9 authority of its board of direct:ora; and each df them acknowledged s�Yd instrument to be its voluntary act and deed. 1- NotarNAL regon �N AlIAL SRAL} My Comisslpl�`�f"-ire: description this Tla� T41e t Approved this day of , 19 ._. DEPARTMENT OF COMMUNITY DEVELOPMENT 7 1 By: "' Titles " ' MR Westlake Consultants Inc. 7145 S.W. Vorns Rd. Tigard, Oregon 97223 r)03-664-052 20 ' Easement Storm Drain Tigard East Job No.273-01 ,Inly 24, 1987 LEGAL DESCRIPTION A tract of land situate in the S.W. 1/4 , Section 2 , T.2S. , R. 1W. , City of Tigard, Washington County, Oregon, being more E,articu.larly described as follows : A 20 .0 foot wide strip of land being 10 .0 feet on each side of the following described centerline: Beginning at a point on the northeasterly line of that tract of lane; as conveyed to Caron Rubin, recorded in Book 831, Page 415, Washington County deed records, that is South 53038 ' 52 "East , 454 . 50 feet from the southeasterly right-of-way line of Taylors Bridge Road (C.R. 477) ; thence, North 5051152 "West , 260 . 51 feet; thence, North 3049 '24"East , 543.0 feet ; thence, North 34023138"East , 2"16 .00 feet; thence, South 52006 ' 34"East , :44 .00 feet ; thence, North 9057144"East , 19. 16 feet to a point in the southwesterly line of that tract of land conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455 , Washington County, Oregon, said paint being North 50 °28 ' 48"West , 83 .28 feet from the southeast corner of said Ingalls tract and the terminus point of said centerline. T11c sidelines f said 20 .0 foot wide strip are s u b 1 e c t to lengthening and/or shortening so -termi ,pon the proper boundaries. 04GIST � A6b PR of fsslO14 At LAND SJ 'kVi" :OR 7 or IF0N..F.b �it1fK7 it 16 . 1 `'•2'�!o 34 ' l v - ' 334,.18 >�~ ,_� -- N 9°5744 5!0.00 J70 N 5002648 - - 5 52-0-6'34 _ 244 00 2 OFA I7 ,L 100 \ \ I II I \\ 5EWER EA:5EME/VT Zoo W D I e/ \ 1 I 7-1- 500 A 0 Q�\` 1 E X15Trl-IG 5EWER EAE / 6K (olio 0 � � , ► I b� DRAIN EA5EM,5NT \ 1 IT.L CJI N 5.5/'52 w • I I7l_ .900 P0.13 - 5 530 38 52" E 46!.05 - 64;2 44 ;J E.'4 t3K 8 i CORPORATION PERMANENT SANITARY SEWER EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT Tigard East Associates hereinafter called the Grantors, in consideration for the dum of ---— .70 — dollars (i — 0 ) from the City of Tigard, hereinafter called Grantee, grant and convey unto the City of Tigard a perpetual easenent for constructing, reconstructing, operating, maintaining, inspecting and repairing of an underground sewer line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees end othc* obstructions on the following described parcel of land, situated in the City ni Tiggrd, Washington County, State of Oregon: IT IS EXPRESSLY ONDERSTOOD that this easement does not convey any right, title or interest ex-ept those expressly stated ii this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such use shall not interfere with the uses and purposes of th' intent of the easemer,t. IN CCNSIDERATION of the premises, Grantee agrees that if said Grantee, its successors or assigns should cause said easement to be vacated, the rights of the Grartee in the above-described easement will be forfeited and shall immediately revert to the Grantors, their successors and assigns in the case of such e-ent. TO HAVE ND T^ HOLD the above-described and granted premises unto said Grantee, its succearorn and assigns foreNer. IN WITNESS WHEREOF, the undersigned corporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. PORTLAND FIXTURE LIMITEL PARTNERSHIP By: PCMGP, Inc, general partner Name of Corporation Corporate Seal President STATE OF OREGON ) By: as. Sec_retar County of Washington ) Personally appeared F. Michael Nugent and Mark i;. :.ram who, each being first duly sworn, did say that the former 19 the ---------------------------- resident and that the latter is the -----------------------------eecretaty of PFMGP, Inc_general partner of Portland Fixture�, Itel Partnership , a corporation, and that the seal affixed to the foregoing instrument is the corporate sell of said corporation and that said instrument wns signed and e,!ale,l in behalf of said corporation by authority of its board of directors; ^nd each of them acknowledged said instrument to be its voluntary act and deed. Notary Pu lic fo gon (NI)TARIAL SEA' My Commission Expires: Approved as to legal description this day of _ _ 19 By: Title: Approved this day of 19_ DEPARTMENT OF COMMRIITY DEVELOPMENT By: Title: (2B71P) p � •�.r''O1o34 tv_ 830.18 �o' ) r �-- " 00N 50'2848"W \y� 8.E COR I NGA�c 1 5 Ej k 244.00 S 34',23.3,e' l,v ��� 6 s� 100 l 5ErVE,4 EA5EMENT200 ? \I \ TL 500 E x/5TI lJG 5 E VVE R E 6K (o17, r Qt II I II I c,. Z O' STORM \ \ I i DRAIN EA5EMENT PC/ -v ,5'51'52 W 2�U IT L 90c�) P.O./?' 5 53' 38.52' E 4W 6?5 — (042 44 IJ E ' HK • �''0� 34 tv x36.13 j4�r�- _ -- N 9'57'44" r-- , 5&.0o 37c !l 00 /V 50'28 48�bti S.E COR /N6,4k .5 &,k �,2. 3'3 It ,244.00 oo k, ��\ � i 1 34'23'38' 141 20800 I 1+ I ! L !00 �\ I 15 SANITARY W S 5EwER EASEMENT 2 �. tv ` � `� \ �• X15 � i ` �S 1 1 C) ,�j I s>` �F I 1 Tl- 500 E X/5T!NG 5 E-WE R E O � U) 2� 1 All 5TOf?&4 DRAW E45EWENr � � I IT.I- BOI 1 t 5'5/ 52 W + 2605! ` 1 I 71- 900 \�1 LI P O.h 5 53' 38 S;Z� F --- 4tc (A2 44 IJ E ' HK w � Westlake Consultants Inc. 7145 S.W. Vcarns Rd. Tigard, Oregon 47223 l • 503-684-0652 tIGISY1a6D 15 ' Easement R0FE5510HAL ,,,anitary Sewer rP ND 5U t2 'riyard East 1,14�4 Job No . 273-01 J July 24, 1987 OGiGC4 J U l V 1 7. 1 L 7• 11ONAAD $CntLSKT LEGAL DESCRIPTION 1541 A tract of land situate in the S.W. 1/4 , Section 2 , T2S, R1W, W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows : A 15 .0 foot wide strip of land being 7 . 5 feet Dn each side of the followino devcribed centerline : Beginning at a point on the southwesterly line of that tract of land conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455, Washington County deed records that is North 50 '28 '48" West , 85. 59 feet from the southeast corner of said Ingalls tract , said point also being on the centerline of an existing sanitary sewer easement as described in Book 617 , Page 593 , Washington County deed records; thence, along the centerline of said easement , South 39°31 ' 12 " West , 8 .00 feet to the true point of beginning of the herein described centerline; thence, North 52 °06 ' 34 " West , 2 11 .00 feet ; thence, South 34 °23138" West , 208.00 feet ; thence, South 5014140 " Fast , 602 .00 feet to a point on the centerline of an existing sanitary sewer easement as recirded in Book 617 , Paye 598, Washington County deed records, and the terminus point of said centerline. The sidelines of said 15 foot wide strip are subject tci lengthening and/or shortening so as to terminate upon the proper boundaries. I1 ENGINEERING / SIJRVE-WING i F'L4NNING ----� r. JIVIDdAL-GENERAL PART$ RCHIP PER)tANENT SLOPE EASEMEN'. no41 ALL MEN BY THESE PRESENTS THAT JOHN W. SETNIY,ER AND BARBARA A. 'EUNihIP hereina°ter called the Grantors, in consideration of the sum. of $ 00 hereinafter dollars and other good and valuable consideration by the City of Tigard, called Grantee, have granted and conveyed and by these presents do grant and convey unto the City of Tigard, a perpetual easement for the construction, maintanance and repair, with necessary access thereto of a sic?o, cut or fill, occasioned by the construction, operation and maintenance O. a public road and appurtenances within the following described parcel of land, situated in the City of Tigard, Washington County, State of Oregon, and being more particularly described as fellows: See Exhibit A & Exhibit B hereto attached. IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest to the surface of the sell, nor any other rights except those expressly provided, however, that such use shall not be permitted to damage or destroy lateral support to the highway, and provided further that nothing herein contained shall grant to t),o City of Tigard the right tc excavate beneath existing building or deposit fill materials against existing buildings above the top of the foundations thereof, but is understood and agreed the City of Tigard shell never be required to remove the dirt or other materials placed by it upon said property, nor shall said City be subject to any damages to the Grantors, their heirs and assigns, by reason thcreof, or by reason of the slopes constructed thereon, or by reason of change of grade at the street or highvsy abutting on said property. IN CONSIDERATION of the premises, Grantee agrees that if said Grantees, its successors or assigns should cause said road to be vac _ed, the rights of the Grantee in the above-described easement will to forfeited and shall immediately revert to the Grantors, their successors and assign■ In the case of any such event. TO HAVE AND TO HOLD the above described and granted premises unto said Grsntee, Its successors and assigns torever. The Grantors, do hereby covenant to and with the City of Tigard, that they are the owners in fee simple of said premises; that the above described property 1e free from all encumbrances, and that they will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, he, grentor(s) h a A have) hereunto at•- his (her) (their) hand(s) and seal(s) this day of f (SEAL) Xe�r 19/ _• LkIL�t� (SEAL) (SEAL) (SEAL) STATE OF OREGON ) ss. COUNTY OF WASHINGTON) Personally appeared before me the above namad _ wF.. executed this Instrument and each of them acknowledged to ma that this Instrument was.., gxYC6te1 voluntarily and freely. M'r.TARIAL SEf.L) ^ Notary Public fo 0 egon / r My Commission expires: ,,i • /.-, S'Y Approved us to form this day of 19 By' _ City Attorney - City of Tigard Approved as to legal description this day of _ 19�� By: City Engineer - City of Tigard Arcepted by the City Council this day of 19 CITY COUNCIL, CITY OF TIGARD. OREGON By: City Recorder - City of Tigard �� LECAL DESCRIPTION A tract of land being a portion of that tract as conveyed to Roland and Mary Ingalls, recorded in Book 270, Page 455, ;•Vlashington County deed records, situated in the S.W. 1/4 , Section 2, T.2S. , R. ltq. , W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows : Beginning at the southeast corner of said Ingalls tract; thence, along the southwesterly line of said Ingalls tract, North 50°28 ' 48" West , 157 . 87 feet; t:;ence, North 76°00 ' East, 93 . 28 feet; thence, South 14015 ' 47" East, 126 . 94 feet to the point of beginning. Contains 5, 920 square feet . MERCURY DEVELOPMENT A DmsIm of Pcx cid FxRxe Limited POrfnE+5hip DAVID ZIMEL vice President (2E tail Developtne,, 338 N W 5th Avenue PO Box 5308 Portlond oregon97228 5031 223 2108 Easement Sanitary ,Sewer , Storm Drain, Fill Slope Tigard EaLt Project No. 273-01-85 P CJS 04 Q N Q Q N t ' a oZ z i o • v 3 w ? cl N � oo J [ Z z Q " Z r:z Ln w m Z N _ o I W 4 to o w Z dr. W a QA c14 ko Y 3 3 cov, ' v 1 1J >,E L4 w w 4J fn w rtf 'D V U7 C UP O u 3 bb •, !L-. (IJ W U) �. i M Mp{s Tl�Or., 'N 4 O\ •0 Y ..j JO �y F� �r, M'+�p: • ,n .rur'4r+rnr . v: nv •••.r.�� h A ,+f;; 1. *.r•,'+•�,.-,•.: •..♦,-r ,•, ••tv. 'o I ,'1,P it •�,, ,. Y.�':.,`a ,, '�F„4A •w' ,r--•p,�' r,.?m T-Im. 1 +e�p� -1. q►''roarr 4r + rr•. . .a,' If-,rL7A '' .,� ". l�" . ,'},. y + '' ,:f' r Jr"rte`^" 4• + �' " ' •v�alr+"++lE•y+71•+'"rae;!!/ >j�"'S i' ry r' r rt' I � 11 1, _ - m" , . , , I I V, � _10111 ' �,"_ 70, 1V - 11 . ,1 pq - .,.� I'. ",z � 1� . a . 11 .", � . 1, - � _74;� 11,� - 9 r I.. . � t- I---- -7- _" + V I �� - 7 -, .1 ., " 41 »a••.._ ,,o'' S •/ 7 '"( ' C'y \ `.. �• t"SIR ♦: 1 it r 4 " .* '�. v.. yf, V �N i -I?. l"'i'!r. -1111... „``• r �2 t• � .. f , ~� .v � a As, 1111'�` .. V.. -'_ 1111. ... ` �. • { 1111 . 7" ' \ 1111.. .• i. 4 C. r t�I ,q rr. t ,. +� L,.. ...�a.. _ - 1111 \ _..._ 4 1. � �. ,3• �. M, ,,•• ', ,.• r_ .. 1111 ',�."�: _. ,-: 1111 _.».. r n , \ ' r ..•�•�,.-.-1.11..-.,. .-y.. , / / / -.••" u.t,&•y , Y i.,. 1••r....�.r _.. 1111. r 11 11. •^wP•.,,, _. .�..., A e•_.,F.k .. ..•....�._1111..,.. Ahs; �.,,,.•�- ^+ t•• y T "T .,.1111 `t C7 T' Q \. QA` 1111-........ .,'. ,.�',', .•' / ,a•r/M us .1:IM. .•` F'. y.�. \ ,M,...-,. w' .' .. _ ..I+ �'•' 7;;i•.Y^•.•'+..»1111 .. .•'..•�- .. 1}7�! � p.•_...•-. . . ,,. 1111 I. ,r l i ,.r ;. p.. _. \ ' \ �.r... .4 1111- ._ .. , 17% �A .16' ^' 1111•• " • _.. ... .. ,r ," At, • \ e 1111..._ - � _ ..." 1111 .- 77 .i...... ....•r x ... i .. ,. 1111 ..r. L �•+.w.-- , 1111 r.. • 1111. 1111.. ___ _ ` � R'A' .._..;L 1111.. �, _ .r• .. .1 'r. ••"�," ��aA� '". ,SY+�^:^^..,_,r"""'�' i �' ../ . 1111_... ....._....._ .. a.. a Jam•/ "T .. . . f ,. • ,/'' < a' .,... 1111... - .. �� ,�.��/ � / y 1111, .. , :.. �� ^ ✓- ` ..e r;.... ' ._ •+�,,,4 4`� .1111 .•.^'"^r..r .. '...r ✓'' . / • [\) ••i R tIC . • 1, .' ..,•,. 1111,. 11.1... +r - »1111•_,. �./'' / 1 I 4k , '�"`" `�„,. i.1111»• . ..~.x . f j f o e1lIP �NN �` r.._1111 _ , .,,.,.�F.,. I,_ r A. d j 2 ff ' ,/ !�!J •l"- .,�' r L ,rlr. x"tr' ,/r /'•- ✓• '\. .r'� +I31» N •L � /,,i'\r. r� '`� �•y, ! �S'P`' ,V� , t1 � r a, �� � �) j. p���,!',:�v��F y "_.» `�,` X00' �r'+ j i! • r' �'` Cil t�. <.t. •,11 .'t r �I , �V L -' M ) . „ r7� ,.• �. �i�,... ', r"''.. /.!' � ,�' 1. ��.�.. t 4i.. .. r� { ;,,' N. Mfg �• `y� _wI J * �I Y • ,,' '' , �' 111_'1 �1�1.+` j/ .•1.1•. _ ,1. `• F/ J J ,,,_ j�r ', '� '` , ' / N , tl 'S. S:.R �,: \\ �'��� ,1... .. `"+� V`• �7 ` y�I V • �6.• r"f, .t+r� t'r... +'f )) 1. 1--1 , /,.'w� / `•••'••'♦..,. ... ,,, t' / "% / q V -•- 5;1 , M r ,/ ,4' t, -10' ^�, .. trr.. „rrt+'r` _✓" ,/moi' ..' ... fry ij 1 rfI" - ^^ .'( it .r"''�:,• 11 11/•" .r.. ,,,/ `. 'r, 'f+ �,,,' • ii �.% / .. .. r u -"' >y r r i �� �. • �r+c'"` } ,, .. ,. ,i 1 v .''' Ut 1112. _1111.. � � f2 1111,. . , � / - ' �.•. , .. .. 1111_.�•...,. „s .. � ..�. ;3 :._: _._.. a: -I ��-,;i/. r- � r'' -�'� �'J F >�QNTIN ATIOM OF r. � / M~ .r ; f ; Iu � ,/ i6 S STA• + .i .� 1_111 - 'r,r ` r �' ■ i r , q� r ! , 14 5T, , � I � We.l ;,%,n.'' ,�; _ 5 to♦ i "'� >� 7 I»" . JL "^ ',1� p / ; , �,�. t 2 � ` ! ;>r i / k I: k vR 1111. % IN '� / �_ l7 p 1!t fn )7t ( t vox j '''/ 1-1 I / / . / / \ FF ,�. '/ p �' . Q '� Iq► tir V +1 �_.! 4a... Kr11", ... . _1 111._1 111.. E LE1/:�3RtA.0E FOI[ C ?hITINUis4TIG�N OF/ �( // 't 'I 4t �c" F Ar1_Nc#_ I ;� !� .. f I i; , �EWEIC >SEE Yf K\ '.I ry�p� � 1 Ie��l . .. !.\ %4 S T .2.. i \ 1 y- ,y � , � : may... ". / / ' :q��0. `�'k •Ct !, 4�� ' 1 ' r `r ( d I' gg I rle�ll ars J: . ? 1.4 / . / . r/ a + »' ,;1_111,_- * �(Z Qc I/l ; 1, kr ,, A ' I 1�1 `af� / .F 1111..c,•1 `^ /" � /t�,� 11 f i` � a •`4` / j L.' `c- e` -.. ti I. `t:. ./ c-7- w . i .r a,.,i ;•\ r,; �! �,' > / � ,!';N � . )j 1 + "(� cT *ck ;f !!'�� •_. ,Gr� ■ a; 1 ,i" , ✓ I I�f'V� I tea ..1....... -' /, i �; J �' ✓ / f 41 (w I cc 9 . •:u \ . f ,u, t1. 1011 � 16 G A. ` %`' 1 //11 . r ,� I i \ 1! ' ,f, k6kyi r %' 2 ` 1 a,.,��a.�/1,,,tet. f�Y .ir. `�I i. a�. CMP - _ / w M. \ .jc ~� •, 1111 _. C >.,.,,#, $ �' ..?, i ,3 /4 O FIC ;� /. �.._...;T ''f�� ! f' // �'�' .epi 49" �, f f1. ,i END PLATE ') ; ;,, .•.,..••.. r '� �,' * 3Aw Z IN u .. .: •'.^1111 _ 1111. .. 1111. ' t % /` ! M I. I 1. o .,.••' . E 2 2 T .. 1. 4 ,' -rP,3,a� . . • .> _r,•-- -- - 'K -! 500 ' i ^ '�/ ; �. `yJ . u. 1.111, ,r.. »•. +rl , .... .,, , � ' , .,•.. rl r-,r... - - \\ - _ - - - M. l / •'1 /Lr ,. ; _ ` -. O:. ` N ,\ ••,,pp, t i�.. !4 S �x ...s... %,: -\ \~ •, ti pp r '( 11 11.. . %y'' i h "v i . . r. . --.. t;:. 3. .. ♦.. ,� S ...,. .,. ,Y, d� , '` ok . X �' // �, • �`' .. \ t 1l /'1111 =�' ! ,; -- \ �, `4a IL .„, ` .1'. I DETE�JTIOi�I C�TChI C3A�IN =ff 4�..,/ .. - : . � . r , j .. . �r a ,e •.. >;y y,,. CN I • r i ,)" .a... .,M1.�•\- .... - ..:, .�. re.. » J `r• W. • `. +f'�' N'�'CJ ,i'': ti/ ! r a� I '� .Irk ..,fR1� f+, t •y� l �a . ^•-• ,. k. ♦. - may, �••N�,,_� \ .7 ,�• :J ,ra ;� .L +. •Yt '"^w•+• y e� '11J. .j '� .• ,j-•' f . Z. 7 ' \ ..Ii`. _ •�!•X e• .,.1. a :�" `.', ; �'m.. ...I *: "j,1 •,,•w•„ ,__ .:j ,t\ i . , + f '1 e IN ,� , - r *' +r p r \ R„• a• 1. r Gir311"i, j• p eJ 1. Via. r> , � .. , .,. + •� ,� pp �I .• 1111, ° , -F.' i.•., '.\.� .W /�w - f, r ^ _ .+ j. �, jv •.w , _ .,a.:•X. `�;, a K' t L:.. : 1 ..� \7 r .. M ieL ,a ^'\� �� '. J { ;� �''�� 1111 r .Z ., «e.. �' e' y" i fi 1;;1+11. ., - ,. .:•: • ^.,::: "^'\c�- `.p , �'c� ^hw•. .. .1 v.-c ` 1. _ �. .. .r: !, \• r,. f .1 t. r • 1111._. •�.,, Ole �� " , _...► ... ,A " .; !E 'pf ., / . ... ¢( p� I,. �. . ••ti..-...,..,.}.. ,••,�•,...•,.. --1111,.. 1111.11111111. , •�el�....,. �Y,.. ,., i - . �'' fit,• f !_"" •f7 i (...) '� +�' 'J� r 'rI ( C:f '�-...»:',,,, T '�..�,,_� 'x.:, r: f �`,r•. "' gip, �f` . e r , '� ~. � 1_. - ` eF. . k. :,�. ' (3p Y1 ,�: ! 1 1111 r 1.11^••_».0.^'•7••w., ,,.,,,-.,e'"•^.•-,.,,,,.,,w• _1%r,,• l,i ` .,c .Mr' 4' ., ii '�' iS.. le `�, ._. - •( •. , M, '11.1, 'f w'.•'r'•" ,. 1. .' y \, f l •" '7 r 1 {i 1 . .. e w ,'•`` tOx +." •w ,.~ii 1'< r r^ i • t a • r i '? f ,V 1 �... » ,� 11 - w �� ' h , . a`, s �•, 4 v t a .\, R` i '. t •y x... "•""1112! G.. , M e ,. <�' o t f v ♦ 'C` !J, p, '\ gr " • J1. _ JIj _,. t •,cr L% / 1111... - N p - o w 11 ;�^.r a. 11 11. ^..i ,.. • :. _11:h . ..._ -t. K. K' �,.\ t r,. f j O•y p �.. i . ?., / n' y i,:. C 7 -\.. ' 4`+ r t •t4•�v,� . •• .� :1111. 11 I c, • . '+i, ♦; ; f w rI Y' '•�1 i ,rte, Y r G' %q -W �. �! t: '� . w ! 3 f j ° r' N + , til f..1. � es r IC, yy •� �( •• ) ��r '[Q fIf ..f ` F / .. .. „ ,.:: •aa r it` \ h' '4 w1 \.. .....,,.,r,',,..,,,w •✓^'."' .. •.. •�, yt`, ,�Ylt .. ` V • ;�� •i1 t, f •�.. "1.io ... • *4 Ir•, iS+. .k\ .";: M r. eU �v, w•.... .. ...4 _ -,e,,,..• <►... �... � � ^R:>i ri ..M C ,.! !yq �' 1� '� 1 x �! .. 1111. ' 9 go I rr� 1 ... ` .•...».• 1y�.r,.. _1111 1111-. .- .,• ...t ,l'�,_- � - . � w,.,,p,,,•p,..._...�,n.•._.. Y .:x t .� f /' f' i t �,. 1 .. 4 � . . .. .p . ,.1 -.�.. �: If• -"�• •�'M�-1121.. .�"""�,...• - s" c,t ` ,• .. _ j� �"�s , .__.._ .•••••••-.•••.•••_.»•_•..•. __.••.. .•,.,••. ,••..._•-1.11-». .»....•..»•••.•.-1,.•.111- _••_-•-.••.,_•_»..-•.-•,-_... »�..._ _-. -'1 I .__..-.._•.._•.•.•.....-• I- . ._. ..»11-11 .. ....._..._......... 1 1111. _......._...•...... -~�- _ . _1111._ » »..I ._.. 1 . _..v 1111 1111.__ ».._ -.. .«».. _ : : : : : : . . . . • ! . ; . . : : . : : . : : . I ; I . . . : : : . : . : : ! _ . . . . . . . . ! , . :-'". j�' {' . . . . . . . . - _ ,� _._.. _______t :»__ 1111.._._ .. ._..�.____ .__». _ _�»,__ ._.._. ..__ _:- _�» A< . . • . . . . . . �{ i eit3s► I I . . . . I . . . . . . . . . . . . . . . . . . . . 1 . . l t + . . I , p ! . . . . . . ,v . . : : . ' ; , 1 . • . ` . . . I I . . . � . 'm. . . . : . . . 61 _ . I . : • . : : : : : : : : : : ' : : 1 . : . : : : : . : : : : : 1 �5d " I . I i I � + . -- «-�---- 3. - - ui i .1...._ .........._...._._. r . _. .__.....i..__••.•..........» ..-- - ..._11 --.•_ _.. _... _ . . - .. __ _;»__......:......_* ' ' ' ' . _.__.._ «. _.. ._40 - 2111_.. . ._.-_ « ... I __1111.._.»_ _.. .. ... ._• ... 1111 . _�......._1111... _ 1111 . . . . 25Ca . . I ; . 7 a co,� M F._ i._ �t _ _ �;_..» ._. . ....._...- -_1111 : _ __ 11.11_ . . . . . . . . I . . . . . . . . : . . . . . . . . . .1 I f> O►P O d'N . . . . . . . . . . . . . . . I : . : : : : : : : . . . .. . . : : : : : . . . : : : : : : I : . . : : . . . . . . . . . . . . . . . . , . q I . . , �. � ,� z4 � o / 1 : 1 . mN � . . . . . . . . . �Q-� : : : : : : : : I . . . : : ' : : ' ; I :� Q� • : : 1 : i U� n°�N � � Rww 1 . Gly M I : : : : I : . . : : : : : . : . : : I N I t _..._... _._..........._............_..... .._...•.................•_..�. • ......«...•... 1_111._.-.......�..... 1-11 1_11_1_ 4 .. .. .. .. ... ..r•. +�.w.••+r.....+•...•-..• ......f.._..........w•.-.._•..._ _ _1211__.__:_ _. .-........ j.._....._._..._:--. (y.-•�. ••- - vl" -t,. ' -y. 1111... 0 ifq os F1ULsA-<ar.Ate�.E .�j,,, --' ?.4 . . . .11 N Y �� I ,r1 �,. :'�� !11 { 1111 . I _ - _ : : : : : : : I . : : : I +. m N N ' 1 Q :EA I•.TINGr 40A D / , : . . } ; . . . O� ►i!Id : ! ExISTN4r 4r%APKo �. : . . ' i . : : : : : : : : : : : : ' : : : : : : : ' 1 t W ) � - -" . . . . i . .. . . . . I : : : : : : . a0 Z ; . . . 1 v oc.: I _ _._ .._.--y- I Ezil- SAWL 1t Sl_v�9X. . 240 I : : : : : : : I . : : : : : : : : : : : : . '. . T� : : : : : ` I X . . I : : . I . . . ; . . : : . . . VER1F ; ELEK _ _T. . . . ♦ . - . 2.111__1111..._. __.._..___..».__._..•�-_•.__.__. _... _ _»___ _ ..__ .__« _._.»._._ _ .� I � .-. . . . _....-11.11» _1111 _.._ ---- i _ __ I Ncsr �+ S. 240 , • . . 1 . . . . . . • �` ! w J J ? ��% " . . .....». ..... „��. .. .. .I«..-.. _ ..«.., + 1111_.. 1_112... t._.. _1111.1111.. .._ r_. _ L 1111. __1111._..___ _.._ 1___111. .. _ . _ 1111._ .""w". I _ . . . 1 . . . I , . . • . . . . . . . -•'. ,1• `� .« .�. / I i 1 NI.F i • : : : : ' i . : : : . . . . ' I : . : . I . . .._ . �- : : : : . 1 : : : : . : : : MIN) * : F4R�E I T11�1UAT101 OF 1 ! : : : : : : ' . : : : : i : . : . : : . . ' • . : : : : : : : : : : : : : 3 I ,T- j 1 e s.� l.�o aN .. Z' S : . : : .� _-:.. -..I : : . : : : . . :_ �p I . - . . . ' ' • : . . . : STORM_`SEWER '8 ; . . . t� E R: :0:1�"S' : : : : . . : : : : ' : : : : : : : : : -.:•.�.•- . . . . . . . . • . . . . . . . . - .. _.._ ._• ..._."_.......... .....�. . _.,......... ._•.__�.._.««__...._.« __... . _ .»._. __. _ ...: _ _. _1111__.._ ..2111 . .... ..... »-». . _121.1. , :,� _._... _- -._. _._�.... .•..__.».._ ` Z 3 © 61�6iiIT - ... ._._ _ 1111 . . . . . . . . . . . . . . . . _ . if : : : : : : ' : : . : : : : : . : : . : : . . : . : I : : : : . . : . : ' . : : . : : : : . . . . . . I . I : . - . .': . : I , : . . : : . : : : : : : : . : : : : : : : : : : : : : : 1 : : : : ' : : : : : : ` : 3r' I . , . . . j , • I : : : : . I . . . . . . . . . {{ . ; . . : : • . : : : : : : : : : ; : : : : : : : ' : : : : : : : :; : : : : : : : : : : : I : : : : : : : : I : : : : : : I : : � ` . . . Fdit OnI rwUA 166 G►F - . . . 8P' 1 ' . I i I • : : : : • • . j . . . . . . . . . . . . . . . . . . . . . I . 1 1 1 1 . . . 2 30 . . . . %OA a : . I : : - , . : : : : : : : : ; 'd , : : : : : : : . + : : . . ' : : : : . . . :,. - : : : I . . . . . . . OI�'�[ . ._ - _ _....«_,•1__11_2 ... __ __11.1.1_- _.__- 111.1... _1111- 1111.. •._ .r 1111 ...1.111..W..-...._ _._. .- t I ►x _111.1__..... _ : : : : :SGI T I : : : • : : : . . . : : : . ' . ' . . " . . ._.._..� ..�"' ." ,t V r,o - _ .._.._....... _. ._ . -.»11.1_ """'"11"11 _. .» -.. ..._.••.___ _i•�. - . . . . I .. '". . . .� _y __3� UNE �t� � Iri Ird' . . . . . . . . . . . , .... "'`�•...._. . • . . • • . . . . . . . , I . . . • • • • • : : • : : : : : : : I - . : . . . . . . , . : . I : : : : : . 4R� . . . . . . 1 ... ��' . . . 1 I . . . . . • . . . I . . . . . I . . . . . . . . . . ,.. . . . . . . N .�N : : . : : ' a �,rR. � ,,t a • 1111 . . . , : I . . . . . 11111 . . . . . + . . !t+ 2�5 , I . • . .� 'rr,Q%96-+ k C,O64 - ; 1111 . : : : : ' . : : . . : : : : : : . : . :, . � 11 ». _.. ._----- -�.._. _._ ._ ._�...�.._. _..__._._. »..._...._._ _..__ 1111 w.»_ .__ .. «... «.._ 1111.1111... » «111.1.. 11.1«1 1111._. -.._._......... ._._.__». ... �'�''` 1111...»._ _._.._..._...... _1111•. _1111_ _ ____- _ . _... _ __ -�{- 1 ; _ t�.+ �. �.1.3C l�.%+''`•T ",} � �,.3 1111 ,p..,- �, "' -6: .._ 'I- ! . . . . . . . . I . . . . . . . . i °� I : . ' : : : : : : : : . . . . : : : . . w1mv c11 : : , . : : : : ' . ; . ,� , , . : i . . . ,' °"�. . . .J.. O(� TFt U C ION . . . : : . . . 1 . : : : : . . I.: . ' ICEr1c b1 . . 1 . . . . . . , . • . 1111 . • . . . . . . . . . . . . . . . . 1 . . . . . . . . . , . . - itt . + . . . PF'RO . • • • . . . n . . 1111 . . . . . . . . . . . . DC��'7G.L.K.. 1. . . . . . . . ( . . . . . . . . . . I . . . . . . . I . . . . . . . . � . . . . . . . I . . I . . • . . . • : . . • : . : : : • • . . . . . 111 . 1 . 1�*� . • . , ! ( . . . *. * . . . . . . . . . • . . . . 10-14-a7 GLK ZZO . . r:_:... . . ... . . :... . . . . . . . . . . . . . , . . . . . . . : : . . . : : , . : : : : : • . : : : : : ' ' . . �j.W_ �� `, ( . : : : . . I : : L,? V4. : : : : : : : : : : : : : I : : : : : : : : : RLN s.s ADD MH•-5 " . 1111 . . :*"'1"'-""'-_. __ _ ._•••...•._••.•__•_... .-...__•••._...♦ _..» .«._ _ .......... .. .....• «1111.«•_. __..___ _ 1.1_1... ot _ 1111 : -:- _... _1111 1 ._1.11 _ __ . .._._._ Z?..0 : : : : 1111 : : . : ' : : : : : : , ' : : : : : : : : : : . : . : : ' : ' : : : . . : : : : : . : : : . : : : : I : . : : : : : : : : : : : : : . . a. -. . . . • . . . . ly . . . . . . . . . . , , , : . . • . • • . . . . . • . - , • . , . . . . . . . . I . . . . . . . . . . . . . . . . . ,. . ` f��-�+F ` ' . . . . � +I ._bAt! ' _.�..� : : . . . . . . : : : I : : ►�.a t �Y7tf : : : . : : : • : . : : : : : : : : : : . . . . . . . . . . . . • . . . . . . . . . . . J r T e . . . ,,..�- -�._ i-� 1 . . • • • . • . . . . . . . . �I •0 1. .'T . . . . . . . . . . . . . . • . . . MACNENZIE ENQIMEEM IIMAi�OAA . 5.90 141IM--AWAVAIIIIIIII-AM6� • . _ I I . • . . . . . • . . . . 6u/�� hn p . ; . . . . . . • • , . . . ' i 1111 . : : : . : . : : : : : : : : : : : : : : : : ..� .,:«•:. ; . . : . . . . . . , 1111 1111 .W : rAXY. f.E_wm• _P. F :.:.__:......_ ' _._.r...:_.:.«.»� ' ...:...:.�..__ .....- ..-»._ �:. . . . ,��, e-f w��e� . . . • : 1111 . . __ L_ , 1111 _...... ....... ( : : : : : : : : . . . c. . . . 1 . 4 . . . . I . . . . . . I . . �6 1`ao + � M. . . . . . . . . _ 4 . . ! : . . . . . . . . . . . : : : . : : * : : : : , : : . : _ . : : � . . . : . .� : * : : * * ., : : ;I1 � �r : • : ., �. . . . . . . . . . . : , . , . . x I-�ovormRl��:. i�,. 4*" ' ' : : : : : , . , * ' ' ' ' ' ' ' . . : : ' : : : : ' . t . _ . . . . . . . . . . . . . • . • . . . . . . . . . : : . . . . . . . . . . . . . .. . . . ., . . • . . . . . . . . . . . . . . �,4 4') w"/ /fie . , . ♦ . . . • . . . . .. . I . . r 5 . . • . . . . • : : : • : : : . . . . . . . . . ., . : : : : : : . . : : : : : . : : . . : : : : : : . I . 11 . I • • • • . . . . . . . . . . . . . . . . . • . • • . . . . 1 . . . . . . . . . . . . . . . . . • . . . . . • . • . • • . . . . . . . , . . ' . • . , • • ; . . . . . • . . • • • • . • • . . • ; . • • . • • • . • r:.. M_,!71•As7i . • f»• • 1 • • • . • . . • . . . . . • • • . • • . . . • • • • • • . • • • . . • • • • . • • • • • • �j • • • I 1117 - ,M - � -1 I . . . • . I . 1 . 11 Ur :09:01 r Zl 0 . . • • • : . . ' • . • . . : • • . . 1 • • : • , : : . • • • • • : . • • • . : • . •I ' l : • . ' ' ' , : • •1 11 : . • • , • • ; : • • ; . • - • •. . .. . • • . • . • • . I . .. . . . . . .. .. • • • • +.1� ',• ; • . . • • • . . , • • • • • . . • . , • • • • r • . , . • . . . . . . • • • • • • • • • • . : 0 1 . • • . . • • • • • 1 4S 1 . r .«1111_.. ...� ....•.._.... 111_1_...-1_111 1_111 1__11_1.«. .-._..._..... 1111.«...w....•..,-• .......«.....•.....2111.«.. ......•.r.w..r.ww.«... ....••....._...•.._....«.••• ..rr»•..••.... •••_.•.•••..•.«••.•.•• _......w._r.-r.. 1111.. __......_.•-••_.__. _•........._.__.... •^. 1.«•..._.. • 1111_..._...._....2111... _._. , 11--11 1111_ . . 1111... ,w - . . . . . . . . • . . �`� 1 04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . • . . . . . . . . • . . . . . „•,� _.»»......« . t • • • • • , • . . . ♦ • • . • • : t : , : : : : : : : : . . : : : /N . •.fik ,I a&T': . Al2r: J'Jt0 41A9!z. m �1-Irl ", , : : : : : : " : : : : : : : : : , , : - : : : :',: A Z : 11__11 : : : : . . . . . • . . ♦ 1111 . • . . RA . . . . . . . . . . . . . RPS . . . . . , fttt . . . • . • . . . . . . . . . . . . . . : : : : : : . . . : : : : : : : .. : : : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : . : : : " : : . : : : : : : : : : : : : : : : : : : : : :•r)' it,�'':. :I�•! ': . :.A 'y� . 11 . 11 - . . . . I . . • • • . ♦ . . . . . . . . � 1111 • : : : : : : : : : : : : : , 1 `+1- } l4 .tom/eJ: ! : : : : . : : : : : : : : : : : : ;-; : : ' ; : : t� . . . . . . . . . . . . . . . . . . • . - . . • . . . . • • . . . . . • • • .�. . . . . . . . • • . . . . . . . . . . . . . 1 . • . . ♦ : . : . . . . . . . . : . .I . . .. . . . . . . . . . . .. .. y . . . . .,..r . . . . . . . • . • . . • . • . . . . . • ' • ' . ' . . . . . • . . . • • • • . . . .. 1.�,. y, .,.-......... .••••r...-.r+.•+..... ........ ..-1111_.».......-.......»................»__.._,___............�._..-._-...,.•.a-.. .•«•««........... 1111._ .....................»�.......�......• _•....««......111.1. ..n•..••...•..»•»....._. .�.• 1111. .•....«.... ..••....._._...• .r•.«... .w•....•.».�.»......L..-.....•r 1111•. «..•••..••..•_-_11.1.«.. .. ... /7l Mf.�IL C'�Q e /r! "��7-71 .�Y� • } ......•.•,... .» ...« _._...._.._. _...-.......• 1_111. _..:..� ...�......�..-+�. -...»....., ',._ �.»- .I __..._ ,.. �.:......... »_».»._.......... ........._-_....._..»_.._ •._..._....._ ..............:,:�:.... _ 1:._._•_..w�.__. ........ 9 1 t'� i I Z 10 1 I 1 � ' .e+rnTT�n [`T e`m C+RWF,T1 �� 11 IL r ' •..wnor.., lit '11 1 .c. •�. .�-.__.�.. �' ' .. '.t ' , \r n ' 13 .. • 41A, I + • 1 ` w•'4'�! 1!"'��' 'ir/T,."M^r+..- , r+•...,+y • .. ,� 'rr'.,..- - �,,.,-,_,- 1_111. 1111-_.. ._......._.vsrh 1111 ,ww►....,N.•,`,«w...+•...a.•rlt.•iay.w••w,.-' - '�'•- J 1,011 i 11111111 ' - ..' f I ( 1 I ( r1 l 1 1111 11 'EIII�I( 11111'11 1111111 Illll�l X1111 11.!11-j� 111111 111111 , 1111111 ililill11111111 III ill III 111 III III III III 111 lir ill fl1 ilillil 1111111 !111101 I li69' lit I I I I I I 1 l r I I I I 1 l l l l l l l � I I I ► � NOTE: I F THIS MICROFILMED y I 2 3 4 5 6 7 8 9 _�- G _-_ 11 _ 12 DRAWING IS LESS CLEAR THAN --_ I1.11S NOT ICrii•IT 1 S DUE 10 �61 �� .✓" "" 'INF QUALITY CF THE ORIGINAL - ---- -------- . DRAWING• QE 6z 6Z Lz 9z Sz 1rz Ez zz Iz OZ 61 91 LI 91 CiI bI EI ZI II of 6�"" ' 9 c 9 S, � -t iE, z Isoms " All �( '4 . ' 111111111111111111111U11uUlilill11L111114111111ullllllllitilrinlrrr11r1u1niilsu1111n11nll1lulnul►I!IIIIIIIHIIIIIIIIIIIIIIU11111i111111111111Ill 111111iiiiiiiiil1111111I111111II1111111111111lilw 11111111111111111111111111111111lllgrtullii lill!lul!lll11In11111111IWIIIll .. . - _.__.wr#mft__ "Isaftummo- !__ _ I I -.-.. - I I � If JULY 7 1992 _' �` ' Y 1 .- j� �I •._. .� ,,, may_ � \ .Yl.l,.rdi....,.• ... .. ,r..,.,.,.._.::.•ww.wr-.rwa...ro....a,,,.rnr..-w wa.. .,_. ...,.wr..,ru._., .... .... - _....os.s. ..,..,..-.... .. _r• ,..,.•+-+.••.....w...,n....... .,,,w,...•+. ....»wv..r.w+w-.«- .._...._ ... _. ...-..._.. _.--._.,._. ._-.-..._..._ .. _..._ .» _.•_-... . .._.._.— _. MM..I 'Y4wM+iF- ...\f' M• _.._•.1•wl/w+-9_"uA... V ...'f+T.1i.a.wy> F.r.v._• •,.7I'fIR '.Y ..'' I f%RK 5T oor 1111111 ISL.R a 51,4► 10 pr v 43.© AS I ! Mrt.R 3°x.15 T� 1 • I 1r ^I I { tal MAD 0 � a I i - 50 IQ / 1 , I � � � � � •� �FSir� CSMTS Ta ,S� RETA N;N I G P�Gvic�c"'� Ley L�IitZOPE1C' WALL toe .eEvi�-rcJ Br PI AREA API � .�" ( / � / I - ________ ► � ; __ -' __ _ 3i ~ AI'PROX . OF D TIOI,�AI..- �' u >,,--_'Fr!LL, I W TH I5 GOWTRAGT s.4-�l, - I �- / / I I + � � ti F LIQ s 4•o/ a0 42 Ile 502 1 l- 10010, Nt M" rim Ole IZ I NOT TO OGEE 40- ,c.B � f 3y - • ..� ,� �'" � /,;," I — ' � / � 38.3 i �� ,, -----'' ` •_ - --��'" / ''''i / �� /fJ,."/ii �� '^ I i r D � � � i � rOOR(2FL i A-1 ` i 3 ,_ y i �, / �.� ��•r' ./ '�c �.in TO P$0, _R E O`.'E✓ � fY r► 4 ; '^ -'_..�"~ ... --• -/ /� r ...-.- -- - , (=I LT ER FA BR I G < 1 3 TYF' ,I RE Mo 1- ►i1 o �k w _k INE dam,_ � - .` •,: . _ -•... ...._ .- ;' a/ l t- I / J FL 00p, CL w PERF ORAII PIPE 12 O•D. v' ARAN ROC_k_ -r0 6E 1 1 NOTE � � I < t z C,i.EAN FREE DRAiWIN(a, FINA 20 OF P{PE AT C� GRiJSH6P OR INA7uRAL OUTLET SHAI..L ISE w X G KAV EL IN AGC_ORONJC..E. WITH , ��_--------_ --------_.__ � � W U. o p GANYO 5UBDRAIN DE if�i c 42 ! r d �6 �.. NO SCALE / -- W Q �• m 43 `• ���? � f , �\ � 1 t /it1STi4LC/�17di11 �t�/eE"� CT/�i��f/GcJT' ~ t- PROPERTY LINEF- + 5. f34°32' 42u W. 49 oV 4-5 qb leg INSURE :a I2A G'F• �LQI'E��. ` --... \ �' \:,. � +1 ` °`L , _,, DOWN Away- FROM •,� _ ,!>UILMIII AT �.ORNEIQ . � � � � 3 � r, 6 0 RE7AIN11Jc� ` .. -� � - � .. ,-,,- •�. 1 fit, � .- J u 12 *41M62 1^1A LL I I� /�� ,� u 201-0lit 46-0a + w • o TOP OF FIN. G RA V 1= 0* 5 ouT H SIDE OP WALL _ .—. 0 4211 G' 'A�w LINI,. F6NGL A \ FiN. CARD DE ! WESY ' rel �A"fT� p t 251.5 ! 25I.�j ,IDE oR I�AI_ FIN. GRADE C NOIZ"rH TDP OF L� I 3 ►----+ O!� WALL. SIDE O� WAL4 - __ ` �.lr�. 22E.°5 229_ 229 42' GHAO-4 LINK 22Q, r 2_2'7 I 120.5 ' ;: w �E►.IGL° -- T,O.W T O.W-� FIN. GD 1 J 61D� To. - ' �,. I 243 r ° _ Z15 Z- FIN.CoANI - - QQ 6� 240.Eq.o� 239.E ' 22 2 �1' : 25 2<_2.0� 222.7 , I .�.-•!•- '' ! y __..._._� Z � 5 � �ITGC. '� t FIN•CyG _.S-8. --}'. , I X24' 2�» `- 'i I = 1 p0T Of FOCTIr,iv N• 32 Z!o x 24 31 T. Or- FOOT if Vo �5*` 5 .. Z4 I D ;O SHEET 10 y \ ELEVATION 135 N7 e9t IIP9 e7 151 P34 t--WALL- n pEti As '0 -•,- _ — ;I '� G :L ►o - 415' 1 0 `i'.t Ic7• 12'+ ►MALL TYPE5�LAAi I A5 _ AT A3 \ .- T \ s A It S1 E GRADINII pL�ti 1 RETA1W1'NG WALL. '2 RETAIN � �JG 1�JALL Q DZ(' 71GARD EAcT SEWER \ p P SD2 I� s 4O �_ Du ��� 1 „ , u 1. 1 11 — 6 -x 20 - O 5Q I 20 - r of 01 _ • I - , +sem '. ....,r.—,�.._...__.... ............_._,..,���� IdlMAtl.[.eq.R•.AM.._ ( � •�^. .. ^, , - _......__._,._.. ..._.....,._.y�•,.. _.....,...,... ». - .qw..l......— - --- - =..«. ... ..,...... .. . ��i11•IIII illll�ltl�lllljl�'1�I�� I1 _(I h iil (111 (I (�111�11111) IIIIII) III�IIIIIIII11�IIII(I11111II)Itl�lllllllIII l IIIIIIIIIIIIII1�T111 tlllll�llll111�11111t1�111 .. _.,..ala.. ; 1 I 1 � 1 NOTE; I F TH IS M ICROF I LMEl7 *�� I- +• �— 2- .... ..... ...3 4 5 6 7 - 8 9 ILO I ( 12 URAWING IS LESS CLEAR THAN c + THIS NOT ICGir-'IT IS DUE TO �• QUALITY OF Tlf ORIGINAL ° �,-`` - • s. . RAWING, OE 62 92 LZ 92 St ft E2 Z2 IZ c2 of 91 L I 91 91 41 c I Z I I I 01 6 0 L 9 S 1111, ^ E 2 - � 1111111uI1r:111111111111111111)11 ;�dn1�J�IVl1I�n11,n1111111111�1I11N�IMi�InIINllnulntlNlitlllulnnlu111nI111n11 u11u1�uulllnlli11�M1I+tIHltHtr�ttl�lH�ttn�lol�M111�hnlhulllu111n11nnb E�1tnU1u11N11 JULY 7 1992 ,.. �i _. ♦_ r • _ _ _. _— • X1+•1 INDIVIDUAL-GENERAi. PARTNERSHIP PF.RMA:+ENT STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT JOHN W. SFTNIKER AND Wi1ARA A. SET iillfk hereinaf ter celled the Grantors, in consideration for the sum of -ONE AND NO/100 dollars (=1 .00 ) from the City of Tigard, herein,fter called Grantee, grant and convey unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaining, inspecting and repairing of an underground storm drainage line a :d appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions on the following described l.arcel of land, situated in the City of Tigard, Washington County, State of Oreg-a: Sec Exhibit A & Exhiibt B hereto attached. IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated In this easement, nor otherwibe prevent Grantors from Die full use and dominion thereover; provided, however, that such use shall not Interfere with the uses slid purpoaen of the intent of the easement. IN CONSIDERATION of the premises, Grantee agrees that if said Grantee, its Nucceaaore or assigns should cause said easement to be vacated, the rights of the Grantee in the above-described easement will be forfeited and shall immediately revert to the Grantors, their successors and assigns in the case of such event. TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the grantor ) hes (have hereunto set his er) (their) hand(s) ind seals) this day of 19 t EAL) 61tLXel-L.-_ n K t,-t (SEAL) (SEAL) (SEAL) STATE OF OREGON ) ) B8. County of Washington ) BE IT REMEMBERED, that on this1,_ day of ,1li'ti:" , 19.S -- before me, the undersigned Notary Public in an for the State of Oregon, personally appeared the within-named inc.yir7 P F;�✓�lafdi'• � dt•'` who is (are) known to me to be the Identical individual(-) doeicribed in and who executed the within instrument and acknowledged to me that he (she) (they) executed the same freely and voluntarily. IN TESTi.MONY WHEREOF, I have hereunto set my hand slid seal thin / day To ary Public fbf Oregon NOTARIAL. SEAL) My Commission Expires: �L/r. Approved as to form this day of , 19_ By: _ City Attorney - City of Tigard Approved as to legal description this --_r day of _ _, 19-- BY 9 _Bv - -- City Engineer - City of Tigard Approved this day of , 19 CITY COUNCIL, CITY•OF TICARD, ORI6uN By: City Recorder - City of Tigard r � Wesdake Consultants Inc. 7145 S,W. Vorns Rd. Tigard, Oregon 97223 503-684-0652 Storm Drain Easement (20' Wide) Setniker Property Tigard East Project No. 273-01-85 April 4 , 1.986 LEGAL DESCRIPTION A tract of land being a portion of that tract of land as conveyed to Roland and Mary Ingalls, recorded in Book 270, Page 455, r,a::.hin�:ton County deed records, situated in the S.W. 1/4 , Section P . 14. , S .M. , City of Tigard, Washington County, Oregon, more particularly described as follows : A 20. 00 foot wide strip of land being 10.0 fec - on each side of the following described centerline: Beginning at a point on the southwesterly line of said Ingalls tract that is North 50128 ' 48" West, 85.00 feet from the southeast corner of said Ingalls tract; thence, North 15°30 ' 00" East, 75.00 feet to the terminus point of said centerline. The sidelines of said 20 foot wide strip are subject to lengthening and/or shortening so as to terminate upon the proper coundaries. /j/ I FNGNEERING i SURVEYING / PLANNING O v a, 4 V � N � � Z � U � � O J \ b bi W Ln \\ N o W ►= +' r' o vi o W }' N z a u m 0 :J N W co Y 3 M c Le) cn ra z >,w oz C u .i., M L� N rd 'D U i — — a e � ►. a, c Z \ L- a) --4 (13 -r-) — cn c: m O u J 3 roro .� uro w En Ha X r � •i o� a •o ti _ V rte:' F-' LOOJGLff]on/ ■.Me'it+nn A Q�f..�w r_ Carlson Testing, Inc. P.O.Box 23614 Tigard,Oregon 97223 CP-3529 Phone(503)684.3460 )w No REPORT OF IN-PLACE SOIL DENSITY TESTS Permit No. Client- Murcury lkvelopment. Co. October 15, 1987 Project I tgard East Shopping Venter Sod Description Brown Clayey Silt Tested by: M. Tabert Max, Dry Density 105.6 _ lbs./cu. It. Optimum Moisture 18.0 % Method of Test Nuclear 3440 out or rift .ono IN PL %CE OENS"' x111 ro T E 5 T L OC A T ION tri` aor ortruxt 1L 'Cu. r7.1 t rw.•c. 10-13 ) N.W. corner of bldg. elev. 38 (see map) _6" 13. 1 119.6 105.2 99. 1 10-13 2 N.E. corner of bldg. elev. 38 (see map) _6 20.6 120.8 100.2 95.0 10-13 3 S.E. corner of bldg. elev. 34 (see. map) -4' 21 .0 119.6 98.8 93.3 10-13 4 V.E. corner of bldg. e1.w. 34 (see map) -4' 2.2. 115.8 94. 90.�� 10-14 1 North end renter of bldg. 38 (see map) Sub 22.q 123.9 101 .5 % 3 10-14 2 South and center of bldg. 38 (see map) Sub 19.2 120.5 l0l .0 95.8 10-14 3 Retest- of test w6 from 10-13-87 (see map) -4' 16.0 118. 1 102.--, 91.0 10-14 4 Retest- of te,;t. #1 from 10-13-91 (see map) -4' ILI 118.8 UH A 95. 1 10-14 5 North line half way bldg. 34 (see map) -3' 15.0 118. 1 102. - 97.4 10-14 6 Center pad bldg. 34 (see map) -1 ' 15. 120.5 104.E 99. 1 -ratios Ct. : City of Tigard - - ntti.SciN �FSrWtr IN( ('r+rrrfn!cYirrn Intfrei tion(� I!rli MJ 7�crt Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 AOO MO CI'-3529 Phone(503)6U-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS OCtOber 14 , 1981 C l ient Mercury Develognent Co. Project _ 'I'irard East Shopping Center 'j„ 1 DeSCrlptlon Brown Clayey Silt trcxn Henriksen µat Or Dens it 105.5 -`- --- ..._ -------.. y y--______ lbs./cu. it Optimum Moisture18•9 _aY Method of Test Nuclear 3411-13 o.rr 01 rffr — ru we TEST LOCATION `(`ry •' on`ru0 ti �;AC 6u 01,1s,*+ It MA A.M. 'l+ -i1, ` w r - 10-1.3 1 Bldg. 37, Fast End 14.8 115.0 100. ., _ 10-15 2 Bldg. 37, Middle '_-- _1' 12.9 112.8 100.0 95,0 10-- I '. 3 Bldg. 37, West End 124.4 106.6 100.0+ i i 1r I ll y ()1 I!.I(Jdl-d ,To-!i 91te - - Mackenzie Engineerintt-`- . _-._ __ _.. _-• ,tilt. +-• , Construction tnryrcction&Rc/atrJ Tc-1,,,Carlson Testing, Inc. P.O.Box 21814 CP-j:29 Tigard,Oregon 97223 POO wo Phone(509)681.9/60 REPORT OF IN-PLACE SOIL DENSITY TESTS Permit No. CIlent Murcury Development Co. October 13 1987 Project Tigard East Shopping Center — So-i Oesr;lpt,on Brown Clayey Silt — Tested by: M. Tabert _ Max. Ory Density 105.6 _ lbs./cu. It. Optimum 40ittwe 18.0 % Method of Test +Nuclear :1440-- "I tor TUT ---- ---- TII! wo T E S T LOCATION ILIV, LIFT "rto IN'PLACE OENSIrr IT. NO X01`TUB[ ILOI./CI. rT.l 10--12 1 Parking area in front of bldg, elev. 237 1 ' 15.6 127.0 109.8 100+ 10-12 2 S.W. corner bldg, elev. 231 -- _ 1 ' 123.6 103.01 97.6 _10-12 3 N.E. corner bldg. elev. 238 — 1 ' 19. 1 1-'6.5 102.0 96. 7 10-12 4 S.E. corner of bldg. elev. 234 2' 20.6 127.3 105.5 100 10-12 5 At N.E. MH - — 5' 16. 7 117.6 100.8 95.5 10-12 6 North side Bldg. elev. 234 -`)1 22..0 123. 1 100.9 95.7 kemo14t ( City_ of l i11al d ConsErucl.ion ----- - --- -P c a r _T1'me n n -- _ ec enz a _n_g1 neer nq ----._-- —_ U) L e (.Alit -,I 't 'OlNi1 IN, Conrl7vtt>tpn lnrpectlon 4 Refired Tadr Carbon Testing, Inc. P.O.Box 23814 CP-3529 ngord,Oregon 97223 IOC NO Phone(503)884-3480 REPORT OF IN-PLACE SOIL DENSITY TESTS Permit No. _ Client MQrcury Development Co, October 12, 1987 Protect Tigard East Shopping Center Soil Ditscriplion Brown Clayey Silt Tested by- . Tabert L Max. Ory Density 105 6 Lbs./cu. ft. Optimum Moisture 18.0 R Method of Test Nuclear 3440 o•tt OF tuT TEST LOCATION L ACF OE LL[v. un �'no iN-► wftr OIf IUD( ILII./CU. rT.l f rt. r0. f OF COY•t(ICOM 10-8 l see Map 2' 15.2 116.0 100.7 95.4 10-8 2 See Map 2' 17. 1 120.4 102.8 97.4 10-8 3 See Map2' 17.7 112.8 95.9 90.8 10-8 4 see Map -2' 18.6 111 .2 93.8 91 .9 10-8 1 S See Map -9' 16.8 119.8 102.6 91.2 10-8 6 See Map - -7' 15. 1 118.0 100. 1 95.0 10-B I Retest of test Ivo -2' 15. 7 115,9 100.2 %.0 10-8 B Retest of test Ira -_ - -2' 18.8 123.3 103. 7 98.3 10-9 l S.W. corner bldg, with elev. 238 (See Map) -1 ' 11.5 122.6 104.3 98.9 10-9 2 South end center, with elev. 238 See Ma -1 --_ (See P) 21 .2 12.2.6 101 . 1 95.8 10-9 3 BiMart pad N.W. corner (See Map) Sub 11. 111.5 100. 95.0 10-9 4 BiMart pad N,W. corner (See Map) Sub 11. 119.0 101 . -- _�--- -- _ _ 9c-.2 _10-9 5 BiMart pad N.E. corner (See Map) Sub 13. 112.3 98. 10-9 6 BiMart pad north end center (See Map) Sub 12. 116.3 103. 91,9 c��mo,kt` cc: City of Tigard - _ _ tc ar rnennAssoc. -- --- - -- --ac e_n CITY TIOARD October 9, 1987 OREGON 25 Yeors of Sen�ice / 1961-1986/ Dave Larson Mackenzie Engineering, Inc. 0690 S.W. Bancroft St. Portland, OR 97201 Dear Dave, Enclosed is an approved copy of the detail to abandon the existing Sanitary sewer manhole at the north end of the Tigard East project. The City's engineering staff have the following convents: 1) Pea gravel backfill would fill voids better and settle less. 2) Frame and cover should be removed and the cover- removed or broken into th;. manho 1 e. Unfortunately, the contractor has alp.?ady performed this work with- out approval or inspection, and a T.V. report and beta tape may be required as the best way to insure the work was done properly. Sincerely, Michael Mills Construction Inspector rti�t/rn� 131',1Y-1W Hr ill Blvd.P.O.Box 23397,Tigard,Oregon 97223 �L.I- .L+a. c�. l V,•sy�.Ll�� v L iQ�,/rKt,.�iy� 4'tA!!r� �LJfGO- .GHa..Q ������K�-�f/I J� OF, � ... ... Department of TranGportation PA_ OVER cNMioT GVERNOR TRANSPORTA"TION BUILDING, SALEM, OREGON 97310 GO In Reply Refer To October 6, 1987 File No DES 6 City of Tigard P. 0. Box 23397 Tigard, OR 97223 Enclosed for your information is a copy of the Department of Transportation' s, Highway Division, "Supplemental Notice to Contractors" , listing projects on which bids are to be re- ceived in Salem on Thursday, October 22, 1987. Fran Neavoll COMMISSION SERVICES s'p Enclosure 731 0146(1 87) STATE OF OREGON DEPARTMENT OF�fi'RANSP TATION HIGHWAY DIVISION SUPPLEMENTAL NTRACTORS OCTOBER r 1987 Sealed proposals on the following projects will be opened and read by the Highway Division in Room 122, Transportation Building, Salem, Oregon, at 9 a.m. , on Thursday, October 22, 1987. Proposals shall be submitted to Fran Neavoll , Office Manager, Commission Services, prior to 9 a.m. on the above date. For these projects, bidders shall be prequalified in the classes of work indicated. (2) CLACKAMAS COUNTY: 6th Street-5th Street Project on the Oswego Highway in Oregon City. FAP No. PPP-9565(19). ($100,000 - $250,000) . Req. approx. 310 cu. yds. gen. exc. ; 480 tons aggr. base; 115 tons asph. cont. ; 5 traffic signal poles; 1 Model 170 Controller in Model 332 Cabinet; 12 vehicle signals; 8 pedestrian signals; 1 fiber optics sign; 3 part time restriction signs. Completion time: May 31, 1988. Class of Work: Traffic Signals. (3) COOS COUNTY: Kokeel Kanu Klub Slide S -ction of County Road FAS-A396 approximately 3 miles west of Sitkum. FAP No. RS-A396(4). ($100,000 - $250,000) . Req. approx. 9,170 cu. yds. gen. exc. ; 1,735 cu. yds. stone emb. ; 2,640 cu. yds. rock blankei; 660 cu. yds. toe tr. exc. ; 1 ,200 tons aggr. base; 300 tons asph. cont. ; 600 lin. ft. guardrail ; 2,980 sq. yds. geotextile. Completion Time: August 15, 1988. Class of Work: Earthwork and Drainage. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (4) DESCHUTES COUNTI Powell Butte Junction-Arnold :e Cave Road Section of Central Oregon Highway east of Bend. FAP No. F-21-3(20). ($5,000,000 - $10,000,000). Alt. "A" or "B" req, approx. 1 ea. furn. field lab; 312,260 lin. ft. temp. striping; 6,400 lin. ft. stripe removal ; 110 cu. yds. ditch exc. Alt. "A" (only) req. approx. 242,400 cu. yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr. subbase; 6,240 tons aggr. base; 26,000 tons aggr. shldrs. ; 170,300 sq. yds. cement treated base; 5,140 tons cem. for treated base; 73,800 tons aggr. for treated base; 240 tons asph. in chip seal ; 640 tons aggr. in chip seal . Alt. "B" (only) req. approx. 232,600 cu. ,yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr. subbase; 206,000 tons agyr. base. Alt. "A" or "B" req. approx. 700 cu. yds. aggr. in stockpile; 35,000 tons asph. cont. mix. ; 4,600 tons asph. cont. mix. in leveling; 2,376 tons asph, cem. in mix. ; 603 tons hydr. lime in mix. , 3,900 tons asph. cont. ; 20,700 tons polymer mod. asph. cont. mix. ; 1,242 tons polymer mod. asph. in mix. ; 201 tons portl and cem. or lime in polymer mod. mix. ; 1,470 tons aggr. in emuls. asph. oil mat; 93 tons asph. in emuls. asph. oil mat. ; 50 tons asph. in tack coat; 1 reinf. cont. scale pit; 120 Cu. yds. bedding matrl . ; 1 ea. conc. distribution box; 2 ea. canal gates; 2 ea. conc. inlets ; 25G 'lin. ft. guardrail ; 9,070 lin. ft. fence; 810 sq. ft. paved cult'. erd slopes; 27 cu. yds. loose riprap; 400 ea. delineators; 36 acres seeding, fertilizing and mulching; 24 ea. mailbox supports; 4 ea. road closures; 170 cu. yds. str. exc. ; 67 cu. yds, str. conc. ; 8,2.00 Ihs. reinf. ; 10 each prestressed slabs; 181 sq. yds. reinf. conc. bridge end panels; 113 lin. ft. metal rail with tubing; 253 sq. yds. memi,rane waterproofing; 1.70 cu. yds. conc. in sign support footings; 905 lbs. str. steel in sign structures; 451 sq. ft. perm. signs. Completion Time: A) Al: paving to be done under the contract shall be completed not later than August 15, 1989. 8) All work to be done under the contract shall be completed not later tnan September 15, 1989. Classes of Work: 1) Earthwork and Drainage; 2) Aggregate Bases ; 3) A.C. Pavement B Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. THIS PROJECT CONTAINS ALTERNATE BIDS. (5) JACKSON COUNTY: Sams Valley Highway Junction-Shady Cove South Unit Section of Crater Lake Highway approximately 4 miles south of Shady Cove. FAP No. F-13( 17). ($1,000,000 - $2,500,000) . Req. approx. 432 cu. yds. ditch exc. ; 44,077 cu. yds. yen. exc. ; 592 cu. yds. tr. exc. ; 50 cu. yds. gran. backfill ; 53,040 tons aggr. base; 19,500 tons asph. conc. mix. ( 1,170 tons asph. cem. in mix. ) ; 34 tons asph. in tack coat; 365 tons 3/4"-0 aggr. in prime coat (70 tons asph. in prime coat) ; 352 ea. drilling holes; 10 tons undersea] asph. ; 119 lin. ft. metal rail without tubing; 345 sq. yds. cold plane pvmt. removal ; 345 sq. yds. membrane waterproofing; 2 ea. conc. siphon boxes; 1 conc. diversion box; 660 sq. yds. conc. canal liner; 1,430 lin. ft. drain pipe ( li5 cu. yds. gravel in drains) ; 4,400 lin. ft. guardrail ; 1,700 lin. ft. fence, 496 sq. ft. paved cult'. end slopes; 29,274 sq. yds. geotextile; 105 ea. delineators; 7 acres seeding, fertilizing and mulching; 775 lbs. str. steel in sign supports; 1.4 cu. ,yds. conc. in sign supports; 314 sq. ft. perm. signs. Completion time got later than September 15, 1988. Classes of Work: 1) Aggregate Bases; or 2) A.C. Pavement A Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. 2 - (4) DESCHUTES COUNT% Powell Butte Junction-Arnold --e Cave Road Section of Central Oregon Highway east of Bend. FAP No. F-21-3(20). ($5,000,000 - $10,000,000). Alt. "A" or "B" req. approx. 1 ea. furn. field lab; 312,2.60 lin. ft. temp. striping; 6,400 lin. ft. stripe removal ; 110 cu. yds. ditch exc. Alt. "A" (only) req, approx. 242,400 cu. yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr, subbase; 6,240 tons aggr. base; 26,000 tons aggr. shldrs. ; 170,300 sq. yds. cement treated base; 5,140 tons cem. for treated base; 73,800 tons aggr. for treated base; 240 tons asph. in chip seal ; 640 tons aggr. in chip seal . Alt. "B" (only) req. approx. 232,600 cu. yds. emb. in place; 59, JO sq. yds. cold plane pvmt , removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr. subbase; 206,000 tons aggr. base. Alt. "A" or "B" req. approx. 700 cu. yds. aggr. in stockpile; 35,000 tons asph, cont. mix. ; 4,600 tons asph. cont. mix. in leveling; 2,376 tons asph. cem. in mix. ; 603 tons hydr. lime in mix. ; 3,900 tons asph. cone. ; 20,700 tons polymer mod. asph. conc. mix. ; 1,242 tons polymer mod. asph. in mix. ; 207 tons portland cem, or lime in polymer mod. mix. ; 1,470 tons aggr. in emuls. asph. oil mat; 93 tons asph. in emuls. asph. oil mat. ; 50 tons asph. in tack coat; 1 reinf. conc. scale pit; 120 cu. yds. bedding matrl . ; 1 ea. conc. distribution box; 2 ea. canal gates; 2 ea. conc. inlets; 250 lin. ft. guardrail ; i 9,070 lin. ft. fence; 810 sq. ft. paved cult'. end slopes; 27 cu. yds. loose riprap; 400 ea. delineators; 36 acres seeding, fertilizing and mulching; 24 ea. mailbox supports; 4 ea. road closures; 170 cu. yds. str. exc. ; 67 cu. yds. str. conc. ; 8,200 lbs. reinf. ; 10 each prestressed slabs ; 181 sq. yds, reinf. conc, bridge end panels; 113 lin. ft. metal rail with tubing; 253 sq. yds. membrane waterproofiny; 1.70 cu. yds. conc. in sign support footings; 905 lbs. str. steel in sign structures; 451 sq. ft. perm. signs. Completion Time: A) All paving to be done under the contract shall be completed not later than August 15, 1989. B) All work to be done under the contract shall be completed not, later than September 15, 1989. Classes of Work: 1) Earthwork and Drainage; 2) Aggregate Bases; 3) A.C. Pavement & Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. THIS PROJECT CONTAINS ALTERNATE GIDS. (5) JACKSON COUNTY: Sams Valley Highway Junction-Shady Cove South Unit Section of Crater Lake Highway approximately 4 miles south of Shady Cove. FAP No. F-13( 17). ($1,000,000 - $2,500,000). Req. approx. 432 cu. yds. ditch exc. ; 44,077 cu. yds. gen. exp. ; 592 cu. yds. tr. exc. ; 50 cu. yds. gran. backfill ; 53,040 tons aggr, base; 19,500 tons asph. conc. mix. ( 1,170 tons asph. cem. in mix. ) ; 34 tons asph. in tack coat; 365 tons 3/4"-0 aggr. in prime coat (70 tons asph. in prime coat) ; :J52 ea. drilling holes; 10 tons underseal asph. ; 119 lin. ft. metal rail without tubing; 345 sq. yds. cold plane pvmt. removal ; 345 sq. yds. membrane waterproofing; 2 ea. conc. siphon boxes; 1 conc, diversion box; 660 sq. yds. conc. canal liner; 1,430 lin. ft. drain pipe ( 115 cu. yds. gravel i.1 drains) ; 4,400 lin. ft. guardrail ; 1 ,700 lin. ft. fence; 496 sq. ft. paved cult'. end slopes; 29,274 sq. yds. geotextile; 105 ea. delineators; 7 acres seeding, fertilizing and mulching; 775 lbs. str. step] in sign supports; 1.4 cu. yds. conc. in sign supports; 314 sq. ft. perm. signs. Completion time not later than September 15, 1988. Classes of Work: 1) Aggregate Bases; or 2) A.C. Pavement & Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. 2 - I 1 k6) JEFFERSON COUNTY: Juniper Ridge-Monroe Lane Section of The Dalles-California Highway approx. 13 miles south of Madras. State Project. ($500,000 - $1,000,000). Rey approx. 39,000 cu. yds. exc. ; 27,000 tons agg. base; 4,650 tons asph. cont. pavement; 7,200 lin. ft. fence; 3 acres seeding and mulching; 1,225 cu. yds. riprap. Completion Time: All work except seeding and mulching in 90 calendar days or by June 30, 1988. All work by august 31, 1988. Classes of Work: (1) Earthwork and Drainage; or (2) A.C. Pavement and Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. I (7) LANE COUNTY: Bertelsen Road-Pacific Highway West Section in Eugene. FAP No. M-1308(4). ($500,000 - $1,000,000). Req. approx. 8,878 cu. yds. exc. ; 570 sq. yds. cold plane pvm't. rem. ; 15,100 tons aggr. base; 8,100 tons CTB mix. ; 405 tons portland cement in "TB mix. ; 4,080 tons asph. cone. (245 tons asph. cemer-i, in mix. ) ; 6 ea. cone. inlets; 35 lin. ft. guard rail ; 1,875 sq. yds. cont. walks and driveways; 3,007 lin. ft. conc. curbs and. gutters; 835 sq. ft. conc. islands; 3 ea. asph. approaches; 12,175 sq. yds. subgrade geotextile; 14 tons loose riprap; 10 ea. adj. manholes; 4 ea. std. rem. bollards; 9 ea. signal poles; 2 Model 170 controllers; 26 veh. signals (8 programmed) ; 21 pedestrian signals ; 9 int. illum. signs; 3 luminaires; 12 st. name signs (illuminated) ; 1 luminaire pole. Completion Time: All work to be done under the contract will be completed in 120 calendar days after start of on-site work or July 31, 1988, whichevEr o.curs first. Classes of Work: ( 1) Aggregate Bases, (2) Traffic Signals, or (3) A.C. Pavement & Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (8) LANE COUNTY: Willamette River-20th Street (Springfield) Section of the McKenzie Highway. FAP M-1120(6) and State Project. ($2,500,000 - $5,000,000). Req. approx. 24,300 cu. yds. gen exc. ; 7,000 sq. yds. cold plane pavement removal ; 5,545 cu. yds. tr. exc. ; 3,497 cu. yds. aggr. backfill ; 120 m-gal . watering; 26,000 tons treated base ( 1,300 1 tons cement) ; 7,000 tons aggr. base; 19,500 tons asph. jnc. mix (1,170 tons cement in mix) ; 20 tons asph. in tack coat; 62 sq. yds. bridge end panels; 26 manholes; 68 inlet ; 10,195 sq. yds. conc. walks and driveways ; 8,000 lin. ft. curbs; 10,000 sq. yds. subgrade geotextile; 32 adjust manholes; 4 reconstructing manholes; 397 adjust boxes; 2 cap inlets; 816 sq. ft. signs; 24 lighting poles; 45 luminaires, lamps and ballasts; 31 traffic signal poles, 7 ped. signal p2destals; 63 veh. signals ( 1 programmed) ; 44 ped. signals ; 40 inter. Alum. signs; 11 fire pre-emption systems; 11 Model 1.70 controllers; 100 sq. yds. sod lawn; 75 treewells with trees. Completion Time: All paving work by September 15, 1988 All work by October 3I , 19P8. Classes of Work: ( 1) Earthwork and Drainage; or (2) Aggregate Bases; or (3) A.C. Pavement & Oiling; or (4) Traffic Signals. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREML;;TS. - 3 - (9) MALHEUR COUNTY: reeley, Rockville and Spring :ek Bridges Sections of Succor reek Road and McBride Road approx. 27 miles north of Jordan Valley. FAP Nos. RS-B483(3) and BROS-2300(22) . ($250,000 - $500,000). Req. approx. 2,900 cu. yds. emb. ; 250 cu. yds. stone emb. ; 1,825 cu. yds. exc. ; 3,850 cu. yds. grid-rolled agg. subbase; 750 lin. ft. guard rail ; 2,250 lin. ft fence; 160 cu. yds. struct. exc. ; 800 lin. ft. steel pipe piling (24 piles) ; 75 cu. yds. struct. cone. ; 9,000 lbs. reinf. ; 18 prestressed cont. slabs; 28U lin. ft. bridge rail . Comple- tion Time: August 31, 1988. Class of Work: Reinforced Concrete aid Structural Steel Bridges and Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL ` UNCTION (CUF) REQUIREMENTS. ( 10) MARION COUNTY: "S" turves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-75(21). ($250,000 - $500,000). Req. approx. 4,000 cu. yds. gen. exc. ; 5,800 tons treated base; 2,010 tons aggr. bases; 2,200 tons asph. conc. ; 2,655 lin. ft. storin sewer pipe; 2,915 cu. yds. tr. exc. ; 810 sq. yd conc. walks; 2,450 lin. ft. conc. curbs; 915 sq. yds. geotextile; 6 mailbox supports; 1 acre seeding, fertilizing and mulching; 96 sq. ft. signs in place. Completion Time: August 15, 1988. Class of Work: Earthwork and Drainage or Aggregate Bases. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIAI.!Y USEFUL FUNCTION (CUF) REQUIREMENTS. ( 11 ) POLK COUNTY: W. Fork Salt Creek (Brown Road) Bridges Section approxi- mately 7 miles north of Dallas. FAP No. BROS-2700(9). ($250,000 - $500,000). Req. approx. 2,670 cu. yds. emb. in place; 800 cu. yds. detour removal exc. ; 3,200 tons aggr. base; 1,100 tons asph. conc. ; 550 lin. ft. guard rail ; 1,000 lin. ft. fence; 330 cu. yds. riprap; 1 acre seed, fertilizing and mulch; 433 cu. yds. str. exc . ; 558 cu. yds. special wall backfill ; 120 cu. yds. str. conc. ; 15,000 lbs. reinf. ; 7 prestressed conic. slabs; 138 sq. yds. reinf. br. end panels; 88 lin. ft. metal rail with tubing; 118 sq. yds. memb. waterproofing; 25'-2" x 8'-5" x 64' str. plate arch. Completion Time: November 30, 1988. Class of Work: Re-Inforced Concrete & Structural Steel Bridges & Grade Separation Structures. THIS PROJECT CONTAINS DHE/WPE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFLL FUNCTION �LUr) REQUIREMENTS. ( 12) WASHINGTON COUNTY: Glencoe Road-Helvetia Road Section of the 'Sunset Highway 'approx. - 20 miles west of Portland. FAP No. F-27-2(33). ($1,000,000 - $2,500,000). Req. approx, 2,450 cu. yds. gen. exc. ; 73,500 sq. yds. cold plane pavement removal ; 14,500 tons aggr. base; 35,000 tons asph. conc. (2,100 tons asph_ cement and 350 tons hydrated lime in mix. ) ; 80 tons tack coat; 2,55U lin. ft. guard rail ; 290 delin- eators ; 221 lin. ft. bridge rail ; 1,001 sq. yds. membrane waterproof- ing; 157 lin. ft. reconst. br. deck joint seals. Completion time: Not later than June 30, 1988. Class of Work: A.C. Pavement & Oiling. THIS PROJECT CONTAINS PBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SJBJECT TO COMMERCIALLY USEFUL FONCTION (CUF) REQUIREMENTS. ( 13) WASHINGTON COUNTY: Tigard East Shopping Center Section of Pacific Aigh-way Ieat in Tigard. State Project. ($100,000 - $250,000). Req. approx. 7 traffic signal poles (state-furnished) ; 1 Model 170 control- ler (state-furnished) ; 21 vehicle signals (4 programmed) ; 16 ped. signals; 10 interior illum. signs ; 2 fire pre-emption systems. Comple- tion lime: Not later than March 31 , 1988. Class of work: Traffic Signals. 4 (9) MALHEUR COUNTY: reeley, Rockville and Spring i :ek Bridges Sections of Succor creek Road and McBride Road approx. 27 miles north of Jordan Valley. FAP Nos. RS-B483(3) and BROS-2300(22) . ($250,000 - $500,000). Req. approx. 2,900 cu. yds. emb. ; 250 cu. yds. stone emb. ; 1,825 cu. ,yds. exc. ; 3,850 cu. yds. grid-rolled agg. subbase; 750 lin. ft. guard rail ; 2,25U lin. ft. fence; 160 cu. yds. struct, exc. ; 800 lin. ft. steel pipe piling (24 piles); 75 cu. yas. struct. conc. ; 9,000 lbs. reinf. ; 18 prestressed cone. slabs; 280 lin. ft. bridge rail . Comple- tion Time: August 31, 1988. Class of Work: Reinforced Concrete and Structural Steel Bridges and Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (10) MARION COUNTY: "S" Curves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-75(21). ($250,000 - $500,000). Req. apprux. 4,000 cu. yds. gen. exc. ; 5,800 tons treated base; 2,010 tons aggr. bases; 2,200 tons asph. cont:. ; 2,655 lin. ft. storm sewer pipe; 2,915 cu. yds. tr. exc. ; 810 sq. yds. conc. walks; 2,450 lin, ft. conc. curbs; 915 sq. yds. geotextile; 6 mailbox supports; 1 acre seeding, fertilizing and mulching; 96 sq. ft. signs in place. Completion Time: August 15, 1988. Class of Work: Earthwork and Drainage or Aggregate Bases. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. ( 11 ) POLK COUNTY: W. Fork Salt Creek (Brown Road) Bridges Section approxi- mately 7 miles north of Dallas. FAP No. EROS-2700(9). ($250,000 - $500,000). Req. approx. 2,670 cu. yds. emb. in place; 800 cu. yds. detour removal exc. ; 3,200 tons aggr. base; 1,100 tons asph. conc. ; 550 lin. ft. guard rail ; 1,000 lin. ft. fence; 330 cu. yds. riprap; 1 acre seed, fertilizing and mulch; 433 cu. yds. str. exc. ; 5:,8 cu. As. special wall backfill ; 120 cu. yds. str. conc. ; 15,000 lb.: . reinf. ; 7 prestressed conc. slabs; 138 sq. yds. reinf. br. end p3nols; 88 lin. ft. metal rail with tubing; 118 sq. yds. memb. waterproofing; 2.5'-2" x 8'-5" x 64' str. plate arch. Completion Time: November 30, 1988. Class of Work: Reinforced Concrete & Structural Steel Bridges & Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (COF) REQUIREMENTS. (12) WASHINGTON COUNTY: Glencoe Road-Helvetia Road Section of the Sunset Highway approx. 2.0 miles west of Portland. FAP No. F-27-2(33). ($1,000,000 - $2,500,000). Req. approx. 2,450 cu. yds. gen. exc. ; 73,500 sq. yds. cold plane pavement removal ; 14,500 tons aggr. base; 35,000 tons asph. conc. (2,100 tons asph. gement and 350 tons hydrated lime in mix. ) ; 80 tons tack coat; 2,550 lin. ft. guard rail ; 2.90 delin- eators; 221 lin. ft. bridge rail ; 1 ,001 sq. yds. membrane waterproof- ing; 157 lin. ft. reconst. br. deck joint seals. Completion time: Not later than June 30, 1988. Class of Work: A.C. Pavement & Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (13) WASHINGTON COUNTY: ligard East Shopping Center Section of Pacific Highway West in Tigard. State Project. ($100,000 - $2.50,000). Req. approx. 7 traffic signal poles (state-furnished) ; 1 Model 170 control- ler (state-furnished) ; 21 vehicle signals (4 programmrid) ; 16 ped. sigr,ls; 10 interior illum. signs; 2 fire pre-emption system. Cumple- tion Time: Not later than March 31, 1986. Class of work: Traffic Signal, . - 4 - (14) WHEELER COUNTY: Spray Slide Section of the John Day Highway approx. 2 miles east of Spray. FAP No. F-6(20). ($250,000 - $500,000). Req. approx. 21,030 cu. yds. exc. ; 26,902 cu. yds. stone emb. ; 60 hrs. tractor w/dozer (min. 270 EHP) ; 8 acres seed, fert. b mulch. Completion Time: All work except seeding, fertilizing, and mulching to be completed not later than February 15, 1988. All work to be completed not later than March 31, 1988. Class of Mork: Earthwork and Drainage. "BUY AMERICA" requirements apply on all Federal Aid Projects. Where the Department has assigned DBE/WBE participation goals on a contract, the contractor and subcontractor must comply with the commercially useful function (CUF) provisions which require that ;he DBE/WBE actually perform, manage, arid supervise all assigned responsibilities. Where the Department has assigned on-the-,job training (OJT) participation goals, the contractor must comply with the relevant special provisions requirements. Additionally, the contractor and subcontractor are subject to contract wage and equal employment opportunity (EEO) work force composition requirements contained in the contracts affirmative action special provision. No bid will be received or considered by the public contracting agency unless 0e bid contains a statement by the bidder as a part of this bid that provisions of ORS 279.350 shall be complied with. The policy of the Oregon Department of Transportation is to provide equal opportunity for participation in its contracting activities to all persons and firms in compliance with applicable Federal and State laws, rule, and regulations. The State Highway Division hereby notifies all bidders that it will affirmatively insure that DBE/WBE will be afforded full opportunity to submit bids in respo.._i to invita- tions to participate in any contract entered into pursuant to this advertisement. In consideration for an award, jersons or firms will not be discriminated against because of race, arz; , color, sex, religion, national origin, mental or physical handicap, political affiliation, or marital status. Plans and specifications may be inspected at this time at the Transpor- tation Building in Salem; AGC Offices in Seattle and Spokane; PTS Business Development Center, Builders Exchange Co-operative, Northeast Business Center, Northwest Plan Center, Portland; and Eugene Builders Exchange. There is no charge for plans and specifications and they may be obtained in Room 1, Transportation Building. Salem, OR 97310 or by telephoning 378-6525 or 378-6293. Prequalification by prime contractors will be required by the Department of Transportation 10 days prior to the hid opening date. A $50 filing fee must a_cco�npany the_pne uglification application. the last day for filing for- this letting w e Ucto er , 1987. 5 - s � . .. -•-:n+,wm..+ww.�=arrm..�viSniiw'S"ror�-wuc r The Department of Transportation may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the Depart- ment of Transportation it is in the public interest to do so. STATE OF OREGON BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION Larry W. Rulien State Highway Engineer Attest: Commission Services September 25, 1987 - 6 - The Department of Transportation may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the Depart- ment of Transportation it is in the public interest to do so. STATE OF OREGON BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION Larry W. Rulien State Highway Engineer Attest: Commission Services September 25, 1987 6 - or Department of Transportation 01 HIGHWHY DIVISION aFIL OOLDSCHMIDI TRANSPORTATION BUILDING, SALEM, OREGON 97310 irl l'FP4nP In Reply Refer to File No October 5, 1987 PRO City of Tigard P.O. Box 23397 Tigard, OR 97223 Enclosed for your information is a ropy of the Oregon Department of Transportation Notice to Contractors. The u�erlir�ed protect is in your city and may be of interest to you. e, 4 We propose to accept bids on this project at the October 2.2, 1987 bid letting. If you require a complete set of plans and specifi- cations, please contact this office at 378-6563. Very truly yours, W� Wa er Program Un Engineer DFH:bkw Enclosure Po—734-317?(1.61) STATE OF OREGON DEPARTMW–OF TRANSPORTATION HIGHWAY DIVISION SUPPLEMENTAL TRACTORS OCTOBER .— 1987 — Sealed proposals on the following projects will be opened and read by the Highway Division in Room 122, Transportation Building, Salem, Oregon, at 9 a.m. , on Thursday, October 22, 1987. Proposals shall be submitted to Fran Neavoll , Office Manager, Commission Services, prior to 9 a.m. on the above date. For these projects, bidders shall be prequalified in the classes of work indicated. (2) CLACKAMAS COUNTY: 6th Street-5th Street Project on the Oswego Highway in Oregon City. FAP No. RRP-9565(19). ($100,000 - $250,000). Req. approx. 310 cu. yds. gen. exc. ; 480 tors aggr. base; 115 tons asph. cont. ; 5 traffic signal poles; 1 Model 170 Controller in Model 332 Cabinet; 12 vehicle signals; 8 pedestrian signals; 1 fiber optics sign; 3 part time restriction signs. Completion time: May 31, 1988. Class of Work: TrAffic Signals. (3) COOS COUNTY: Kokeel Kanu Klub Slide Section of County Road FAS-A396 approximately 3 miles west of Sitkum. FAP No. RS-A396(4). ($100,000 - $250,000). Req. approx. 9,170 cu. yds. gen. exc. ; 1 ,735 cu. yds. stone emb. ; 2,640 cu. yds. rock blanket; 660 cu. yds. toe tr. exc. ; 1 ,200 tons aggr. base; 300 tons asph. cont. ; 600 lin. ft. guardrail ; 2,980 sq. yds. geotextile. Completion Time: August 15, 1988. Class of ib rk: Earthwork and Drainage. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DOE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS 11 (4) DL. CHUTES COUNTY: Powell Butte Junction-Arnold Cave Road Section E7 Central Orey_,i Highway east of Bend. AP No. F-21-3(20). ($5,000,000 - $10,000,000). Alt. "A" or "B" req. approx. 1 ea. furn. field lab; 312.,260 lin. ft. temp. striping; 6,4G0 lin. ft. stripe removal ; 110 cu. yds. ditch exc. Alt. "A" (only) req. approx. 242,400 cu. yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. Pxc. ; 19,000 cu. yds. pit run aggr. subbase; 6,240 tons aggr. base; 26,000 tons aggr. shldrs. ; 170,300 sq. yds. cement i treated base; 5,140 tons cem. for treated base; 73,800 tons aggr. for treated base; 4140 tons asph. in chip seal ; 640 tons aggr. in r chip seal . Alt. "B" (only) req. approx. 232,600 cu. yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr. subbase; 206,000 tons aggr. base. Alt. "A" or "B" req. approx. 700 cu. yds. aggr. in stockpile; 35,000 tons asph. conc. mix. ; 4,600 tons asph. cone. mix. in leveling; 2,376 tons asph. cem. in mix. ; 603 tons hydr. lime in mix. ; 3,900 tons asph. conc. ; 20,700 tons polymer mod. asph. conc. mix. ; 1,242 tons polymer mod. asph. in mix. ; 207 tons portland cem. or lime in ,Iymer mod. mix. ; 1,470 tons aggr. in emuls. asph. oil mat; 93 tons dshh. in emuls. asph. oil mat. ; 50 tons Asph. in tack coat; 1 reinf. conc. scale p: t; 120 cu. yds. bedding matrl . ; 1 ea. conc. distribution box; 2 ea. canal gates; 2 ea. conc. inlets; 250 lin. ft. guardrail ; 9,070 lin. ft. fence; 810 sq. ft. paved cult'. end slopes; 27 cu. yds. loose riprap; 400 ea. delineators; 36 acres seeding, fertilizing and mulching; 24 ea. mailbox supports; 4 ea. road closures; 170 cu. yds. str. exc. ; 67 cu. yds. str. conc. ; 8,200 lbs. reinf. ; 10 each prestressed slabs; 181 sq. yds. reinf. conc. bridge end panels; 113 lin. ft. metal rail with tubing; 253 sq. yds. membrane waterproofing; 1.70 cu. yds. conc. in sign support footings; 905 lbs. str. steel in sign structures; 451 sq. ft. perm. signs. Completion Time: A) All paving to be done under the contract shall be completed not later than August 15, 1989. B) All work to be done under the contract shall be completed not later than September 15, 1989. Classes of Work: 1) Earthwork and Drainage; 2) Aggregate Bases ; 3) A.C. Pavement 8 Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE 1S SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. THIS PROJECT CONTAINS ALTERNATE BIDS. ,S) JACKSON COUNTY: Sams Valley Highway Junction-Shady Cove South Unit Section of Crater Lak Highway approximately 4 miles south of Shady Cove. FAP No. F-13( 1). ($1,000,000 - $2,500,000). Req. approx. j. 432 cu. yds. ditch �xc. ; 44,077 cu. yds. gen. exc. ; 592 cu. yds. tr. exc. ; 50 cu. yds. gran. backf:il ; 53,040 tons aggr. base; 19,500 tons asph. conc. mix. (1,170 tons asph. cem. in mix. ) ; 34 tons asph. in tack coat; 365 tons 3;4"-0 aggr. in prime coat (70 tons asph. in prime coat) ; 352 ea. drilling holes; 10 tons underseal asph. ; 119 lin. ft. metal rail without tubing; 345 sq. yds. cold plane pvmt. removal ; 345 sq. yds. membrane waterproofing; 2 ea. conc. siphon boxes; 1 conc. diversion box; 660 sq. yds. conc. canal liner; 1,430 lin. ft. drain pipe ( 115 cu. yds. gravel in drains) ; 4,400 lin. ft. guardrail ; 1,700 lin. ft. fence; 496 sq. ft. paved cult'. end slopes; 29,274 sq. yds. geotextile; 105 ea. delineators; 7 acres seeding, fertilizing and mulching; 775 lbs. str. steel in sign supports; 1.4 cu. yds. conc. in sign supports; 314 sq. ft. perm. signs. Completion time not later than September 15, 1988. Classes of Work: 1 ) Aggregate Bases; or 2) A.C. Pavement R Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. 2 - DESCHUTES COUNTY: Powell - Butte Junction Arnold Cave Road Section of Central OreS_.i Highway east of Bend. AP No. F-21-3(20): ($5,000,000 - $10,000,000). Alt. "A" or "B" req. approx. 1 ea. furn* field lab; 312,260 lin. ft. temp. striping; 6,400 lin. ft. stripe r removal ; 110 cu. yds. ditch exc. Alt. "A" (only) req. approx. 242,400 cu. yds. emb. in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run a99r. subbase; 6,240 tons aggr. base; 26,000 tons aggr. shldrs. ; 170,300 sq. yds. cement treated base; 5,140 tons cem. for treated base; 73,800 tons aggr. for treated base; 240 tons asph. in chip seal ; 640 tons aggr. in chip seal . Alt. "B" (only) req. approx. 232,600 cu. yds. emb, in place; 59,000 sq. yds. cold plane pvmt. removal ; 684 cu. yds. tr. exc. ; 19,000 cu. yds. pit run aggr. subbase; 206,000 tons aggr. base. Alt. "A" or "B" req. approx. 700 cu. yds. aggr. in stockpile; f 35,000 tons asph. conc. mix. ; 4,600 tons asph. cone. mix. in leveling; u 2,376 tuns asph. cem. in mix. ; 603 tons hydr. lime in mix. ; 3,900 tons asph. conc. ; 20,700 tons polymer mod. asph. conc. mix. ; 1,242 tons polymer mod. asph. in mix. ; 207 tons portland cem. or lime in F polymer mod. mix. ; 1,470 tons aggr, in emuls. asph. oil mat; 93 tons asph. in emuls. asph. oil mat. ; 50 tons asph. in tack chat; 1 reinf. conc. scale psi; 120 cu. yds. bedding natrl . ; 1 ea. conc. distribution AL box; 2 ea. canal gates; 2 ea. conc. inlets; 250 lin. ft. guardrail ; 9,070 lin. ft. fence; 810 sq. ft. paved cult'. end slopes; 27 cu. yds. loose riprap; 400 ea. delineators; 36 acres seeding, fertilizing mac_ and mulching; 24 ea. mailbox supports ; 4 ea. road closures; 170 cu. yds. str. exc. ; 67 cu. yds. str. conc. ; 8,200 lbs. reinf. ; 10 each prestressed slabs; 181 sq. yds. reinf. conc. bridge end panels; 113 lin. ft. metal rail with tubing; 253 sq. yds. membrane waterproofing; ' 1.70 cu. yds. conc. in sign support. footings; 905 lbs. str. steel in sign structures; 451 sq. ft. perm. signs. Completion Time: A) All paving t.o be done under the contract shall be completed not later than August 15, 1989. B,� All work to be done under the contract shall be completed not dater than September 15, 1989. Classes of Work: 1) earthwork and Drainage; 2) Aggregate Bases ; 3) A.C. Pavement 8 Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS, THE DBE/WBE ENTEkPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. THIS PROJECT CONTAINS ALTERNATE BIDS. ' S) JACKSON COUNTY: Sams Valley Highway Junction-Shady Cove South Unit ^ Section of Crater Lake Highway approximately 4 miles south of Shady Cove. FAP No. F-13( 17) . ($1,000,000 - $2,500,000) . Req. approx. 432 cu, yds. ditch exc. ; 44,077 cu. yds. gen. exc. ; 592 cu. yds. tr. exc. ; 50 cu. yds. gran. backfill ; 53,040 tons aggr. base; 19,500 tons asph. conc. mix. (1,170 tons asph. cem. in mix. ) ; 34 tons asph. r in tack coat; 365 tons 3/4"-0 aggr, in prime coat (70 tons asph. in prime coat) ; 352 ea. drilling holes; 10 tons unuerseal asph. ; 119 lin. ft. metal rail without tubing; 345 sq. yds. cold plane pvmt. removal ; 345 sq. yds. membrane waterproofing; 2 ea, conc. siphon boxes; I conc. diversion box; 660 sq. yds. conc. canal liner; 1,430 lin. ft. drain pipe ( 115 cu. yds. travel in drains) ; 4,400 lin. ft. guardrail ; 1,700 lin. ft. fence; 496 sq. ft. paved cult'. end slopes; 29,274 sq. yds. geotextile; 105 ea. delineators; 7 acres seeding, fertilizing and mulching; 775 lbs. str. steel in sign supports; 1.4 cu. yds. conc. in sign supports; 314 sq. ft. perm. signs. Completion time not later than September 15, 1988. Classes of Work: 1 ) Aggregate Bases; or 2) A.C. Pavement B Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL k FUNCTION (CUF) REQUIREMENTS. (6) JEFFERSON COUNTY: Juniper Ridge-Monroe Lane Section of The Dalles-California Highway approx. 13 miles south of Madras. State Project. ($500,000 - $1,000,000). Req. approx. 39,000 cu. yds. exc. ; 27,000 .uns agg. base; 4,650 tons asph. cone. pavement; 7,200 lin. ft. fence; 3 acres seeding and mulching; 1,225 cu. yds. riprap. Completion Time: All work except seeding and mulching in 90 calendar days or by June 30, 1988. All work by August 31, 1988. Classes of Work: (1) Earthwork and Drainage; or (2) A.C. Pavement and Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (7) LANE COUNTY: Bertelsen Road-Pacific Highway West Section in Eugene. FAP No. MM08(4) . ($500,000 - $1,000,000). REq. approx. 8,878 cu. yds. exc. ; 570 sq. yds. cold plane pvm't. rem. ; 15,100 tons aggr. base; 8,100 tons CTB mix. ; 405 tons portland cement in CTB mix. ; 4,080 tons asph. cont. (245 tons asph. cement in mix. ); 6 ea. cont. inlets; 35 lin. ft. guard rail ; 1,875 sq, yds. conc. walks and driveways; 3,007 lin. ft. conc. curbs and gutters; 83E sq. ft. conc. islands; 3 ea. asph. approaches; 12,175 sq. yds. subgrade geotextile; 14 tons loose riprap; 10 ea. adj. manholes; 4 ea. std. rpm. bollards; 9 ea. signal poles; 2 Model 170 controllers; 26 veh. signals (8 programmed) ; 21 pedestrian signals; 9 int. illum. signs; 3 luminaires; 12 st. name signs (illuminated) ; 1 luminaire pole. Completion Time: All work to be done under the contract will be completed in 120 caisrdar days after start of on-site word or July 31, 1988, whichever occurs first. Classes of Work: (1) Aggregate Bases, (2) Traffic Signals, or (3) A.C. Pavement b Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (8) LANE COUNTY: Willamette River••20th Street (Springfield) Section of the McKenzie Highway. FAP M-1120(0) and State Project. ($2,500,000 - $5,000,000). Req. approx. 24,300 cu. yds. gen. exc. ; 7,000 sq. yds. cold plane pavement removal ; 5,545 cu. yds. tr. exc. ; 3,497 cu. yds. aggr. backfill ; 120 m-gal . watering; 26,000 tons treated hale (1,300 tons cement) ; 7,000 tons aggr. base; 19,500 tons asph. conc. mix ( 1,170 tons cement in rix) ; 20 tons asph. in tack coat; 62 sq. yds. bridge end panels ; 26 manholes; 68 inlets; 10,195 sq. yds. conc. walks acid driveways; 8,000 lin. ft. curbs; 10,000 sq. yds. subgrade geotextile; 32 adjust manholes; 4 reconstructing manholes; 397 adjust boxes ; 2 cap inlets; 816 sq. ft. signs; 24 lighting poles; 45 luminaires, lamps and ballasts; 31 traffic signal poles; 7 ped. signal pedestals; 63 veh. signals ( 1 programmed) ; 44 ped, signals; 40 inter . illum. signs; i1 fire pre-emption systems; 11 Model 170 controllers; 100 sq. yds. sod lawn; 75 treewells with trees. Completion Time: All paving work by September 15, 1988. All work by October 31, 1988. Classes of Work: (1) Earthwork and Drainae; or (2) Aggregate Bases; or (3) A.C. Pavement b Oiling; or (4) or Signals. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (Cl1F) REQUIREMENTS. - 3 - (9) MALHEUR COUNTY: �eley, Rockville and Spring C k Bridges Sections of Succor Creek Roud and McBride Road approx. 27 m. les north of Jordan Valley. FAP Nos. RS-B483(3) and EROS-2300(22). ($250,000 - $500,000). Req. approx. 2,900 cu. yds. emb. ; 250 cu. yds. stone emb. ; 1,825 cu. yds. exc. ; 3,850 cu. yds. grid-rolled agg. subbase; 750 lin. ft. guard rail ; 2,250 lin. ft. fence; 160 cu. yds. struct. exc. ; 800 lin. ft. steel pipe piling (24 piles) ; 75 cu. yds. struct. cont. ; 9,000 lbs. reinf. ; 18 prestressed cont. slabs; 280 lin. ft. bridge rail . Comple- tion Time: August 31, 1988. Class of Work: Reinforced Concrete and Structural Steel Bridges and Grade Separation Structures. THIS PROJECT CONTAINS DBS/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (10) MARION COUNTY: "S" Curves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-75(21) . ($250,000 - $500,000). Req. approx. 4,000 cu. yds. gen. exc. ; 5,800 tons treated base; 2,010 tons aggr. bases; 2,200 tons asph. cont. ; 2,655 lin. ft. storm sewer pipe; 2,915 cu. yds. tr. exc. ; 810 sq. yds. cont. walks; 2,450 lin. ft. cont. curbs; 915 sq. yds. geotextile; 6 mailbox supports; 1 acre seeding, fertilizing and mulching; 96 sq. ft. signs in place. Completion Time: August 15, 1988. Class of Work: Earthwork and Drainage or Aggregate Bases. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (11) POLK COUNTY: W. Fork Salt Creek (Brown Road) Bridges Section approxi- mately 7 miles north of Dallas. FAP No. BROS-2700(9). ($250,000 - $500,000). Req. approx. 2,670 cu. yds. emb. in place; 800 cu. yds. detour removal exc. ; 3,200 tons aggr. base; 1,100 tons asph. cone. ; 550 lin. ft. guard rail ; 1,000 lin. ft. fence; 330 cu. yds. riprap; 1 acre seed, fertilizing and mulch; 433 cu. yds. str. exc. ; 558 cu. yds. special wall backfill ; 120 cu. yds. str. cont. ; 15,000 lbs. reinf. ; 7 prestressed cont. slabs; 138 sq. yds, reinf. br. end panels; 88 lin. ft. metal rail with tubing; 118 sq. yds. memb. waterproofing; 25'-2" x 8'-5" x 64' str. plate arch. Completion Time: November 30, 1988. Class of Work: Reinforced Concrete & Structural Steel Bridges & Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL. FUNCTION (CUF) REQUIREMENTS. ( 12) WASHINGTON COUNTY: Glencoe Road-Helvetia Road Section of the Sunset Highway approx. 20 miles west of Portland. FAP No. F-21-2(33). ($1,000,000 - $2,500,000). Req. approx. 2,450 cu. yds. gen. exc. ; 73,500 sq. yds. cold plane pavement removal ; 14,500 tons aggr. base; 35,000 tons asph. cont. (2,100 tons asph. cement and 350 tons hydrated lime in mix. ) ; 80 tons tack coat; 2,550 lin. ft. guard rail ; 290 delin- eators; 221 lin. ft. bridge rail ; 1,001 sq. yds. membrane waterproof- ing; 157 lin. ft. reconst. br. deck joint seals. Completion time: Not later than June 30, 1988. Class of Work: A.C. Pavement & Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. ( 13) WASHINGTON COUNTY: Tigdrd East Shopping Center Section of Pacific Highway West in fiigard. State Project. ($100,000 - $2.50,000). Req. approx. 7 traffic signal poles (state-furnished) ; 1 Model 170 control- ler (state-furnished) ; 21 vehicle signals (4 programmed) ; 16 ped. signals; 10 interior illum. signs; 2 fire pre-emption systems. Comple- tion Time: Not later than March 31, 1988. Class of work: Traffic Signals. - 4 - (9) MALHEUR COUNTY: eley, Rockville and Spring C, k Bridges Sections of Succor Gre-ek Roud and McBride Road approx. 27 ni. les north of Jordan Valley. "PAP Nos. RS-B483(3) and EROS-2300(22) . ($250,000 - $500,000). Req. approx. 2,900 cu. yds. emb. ; 250 cu. yds. stone emb. ; 1,825 cu. yds. exc. ; 3,850 cu. yds. grid-rolled agg. subbase; 750 lin. ft, guard rail ; 2,250 lin. ft. fence; 160 cu. yds. struct. exc. ; 800 lin. ft. steel pipe piling (24 piles) ; 75 cu. yds. struct. cone. ; 9,000 lbs. reinf. ; 18 prestressed cone. slabs; 280 lin. ft. bridge rail . Comple- tion Time: August 31, 1988. Class of Work: Reinforced Concrete and Structural Steel Bridges and Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (10) MARION COUNTY: "S" Curves-Settlemier Avenue (Woodburn) Section of the Hillsboro-Silverton Highway in Woodburn. FAP No. F-75(21). ($250,000 - $500,000). Req. approx. 4,000 cu. yds. gen. exc. ; 5,800 tons treated base; 2,010 tons aggr. bases; 2,200 tons asph. cont. ; 2,655 lin. ft. storm sewer pipe; 2,915 cu. yds. tr. exc. ; 810 sq. yds. cone. walks; 2,450 lin. ft. cone. curbs; 915 sq. yds. geotextile; 6 mailbox supports; 1 acre seeding, fertilizing and mulching; 96 sq. ft. signs in place. Completion Time: August 15, 1988. Class of Work: Earthwork and Drainage or Aggregate Bases. THIS PROJECT ZONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (11) POLK COUNTY: W. Fork Salt Creek (Brown knad) Bridges Section approxi- mately 7 miles north of Dallas. FAP No. BROS-2100(9) . (??50,000 - $500,000). Req. ap,)rox. 2,670 cu. yds. emb. in place; 800 cu. yds. detour removal exc. ; 3,200 tons aggr. base; 1,100 tons asph. cone. ; 550 lin. ft. guard rail ; 1,000 lin. ft. fence; 330 cu. yds. riprap; 1 acre seed, fertilizing and mulch; 433 cu. yds. str. exc. ; 558 cu. yds. special wall backfill ; 120 cu. yds. str. cone. ; 15,000 lbs. reinf. ; 7 prestressed cont. slabs; 138 sq. yds. reinf. br. end panels ; 88 lin. ft. metal rail with tubing; 118 sq. yds. memb. waterproofing; 25' -2" x 8'-5" x 64' str. plate arch. Completion Time: November 30, 1988. Class of Work: Reinforced Concrete b Structural Steel Bridg,-s b Grade Separation Structures. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE IS SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. (12) WASHINGTON_COUNTY: Glencoe Road-Helvetia Road Section of the Sunset Highway approx. 20 miles west, of Portland. FAP No. F-27-2(33) . ($1,000,000 - $2,500,000). Req. approx. 2,450 cu, yds. gen. exc. ; 73,500 sq. yds. cold plane pavement removal ; 14,500 tons aggr. base; 35,000 tons asph. cont. (2,100 tons asph. cement. and 350 tons hydrated lime in mix. ) ; 80 tons tack coat; 2,550 lin. ft. guard rail ; 290 delin- eators ; 221 lin. ft. bridge rail ; 1,001 sq. yds. membrane waterproof- ing; 157 lin. ft. reconst. br. deck joint seals. Completion time: Not later than June 30, 1988. Class of Work: A.C. Pavement b Oiling. THIS PROJECT CONTAINS DBE/WBE GOALS. THE DBE/WBE ENTERPRISE 1S SUBJECT TO COMMERCIALLY USEFUL FUNCTION (CUF) REQUIREMENTS. ( 13) WASHINGTON COUNTY: Tigard East Shopping Center Section of Pacific Highway West in Tigard. State Project. ($100,000 - $250,000). Req. approx. 7 traffic signal poles (state-furnished) ; 1 Model 170 control- ler (state-furnished) ; 21 vehicle signals (4 programmed) ; 16 ped. signals; 10 interior illum. signs; 2 fire pre-emption systems. Comple- tion Time: Not later than March 31, 1988. Class of work: Traffic Signals. 4 - MMUL (14) WHEELER COUNTY: Spray Slide Section of the John Day Highway approx. 2�m Tes east of Spray. FAP No. F-6(20). ($250,000 - $500,000). Req. approx. 21,030 cu. yds. exc. ; 26,902 cu. yds. stone emb. ; 60 hrs. tractor w/dozer (min. 270 EHP); 8 acres seed, fert. 8 mulch. Completion Time: All work except seeding, fertilizing, and mulching to be completed not later than February 15, 1988. All work to be completed not later than March 31, 1988. Class of Work: Earthwork and Drainage. "BUY AMERICA" requirements apply on all Federal Aid Projects. Where the Department has assigned DBE/WBE participation goals on a contract, the contractor and subcontractor must compiy with the commercially useful function (CUF) provisions which require that the DBE/WBE actually perform, manage, and supervise all assigned responsibilities. Where the Department has assigned on-the-job training (OJT) participation goals, the contractor must comply with the relevant special provisions requirements. Additionally, the contractor and subcontractor are subject to contract wage and equal employment opportunity (EEO) work force composition requirements contained in the contracts affirmative action special provision. No bid will be received or considered by the public contracting agency unless the bid contains a statement by the bidder as a part of this bid that provisions of ORS 279. 350 shall be complied with. The policy of the Oregon Department of Transportation is to provide equal opportunity for participation in its contracting activities to all persons and firms in compliance with applicable Federal and State laws, rules and regulations. The State Highway Division hereby notifies all bidders that it will affirmatively insure that DBE/WBE will be afforded full opportunity to submit bids in response to invita- tions to participate in any contract entered into pursuant to this advertisement. In consideration for an award, persons or firms will not be discriminated against because of race, age, color, sex, religion, national origin, mental or physical handicap, political affiliation, or marital status. Plans and specifications may be inspected at this time at the Transpor- tation Building in Salem; AGC Offices in Seattle and Spokane; PTS Business Development Center, Builders Exchange Co-operative, Northeast Business Center, Northwest Plan Center, Portland; and Eugene Builders Exchange. There is no charge for plans and specifications and they may be obtained in Room 1, Transportation Building, Salem, OR 973JO or by telephoning 378-6526 or 378-6293. Prequalification )y prime contractors will be required by the Department of Transportation 10 days prior to the bid opening date.__A $50 filing fee gust accow awn thereiualification application. The last^ day for filing for this ett—ing wiTT-fie c o er 13, 1987. 5 - The Department of Transportation nay reject any bid not 'in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the Depart- menu of Transportation it is in the public interest to do so. STATE OF OREGON BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION. Larry W. Rulien State Highway Engineer Atcest: Commission Services September 25, 1981 i i 6 - s Conurrction Inipeetiew B Related Teu. Carlson Testing, In,e. P.O,OOr 23014 Tieud,Organ 9`223 R E P O R T O F P11Ona 16031AYI�XIJ J4 684-3460 MOISTURE - DENSITY RELATIONSHIP OF SOIL October 5, 1987 P o r mercury pment Deveio Co. #CP-3529 � p r„ , .. t Tigard East Shoppii,y Center C c a c i n n On-site .in Deep Cut —.— S a m r I e ._ Brown Clayey Silt M e t h o d o f T e s t AASKM T-99 MOISTURE - DENSITY RELATIONSHIP CURVE 1� { } , . 4 ''4- loo 4 44 Ll w , MOISTURE CONTE14T !i nt r tORue wot9ture 20.5 _- -- Mailu.'.n Uri' Denalt � _ lbft CAM SON TE-SYING, INt: Construction lnrperrion R R rlitrd 7�stn Carson Testing, Inc. P.O.Box 23814 T1gard,Oregon 97223 3529 Phone(503)694.3460 ION Mo. REPORT OF IN-PLACE SOIL OCNS,ITY TESTS October 5, 1987 Client MEUCUIY Development Co. Project Piga- rd East Shopping Center - - — — - Sad Descr,pr on Brown Clayey Silt m Deep Cut Area Mo■ Dry Density 102.0 20.5 --Nuc.leat 3440Ils./cv. Fr Optimum Moisture _ e Method of Test 0.11 or rfly r( l Y0 T E S T L O C A T 1 0 N If% PLACE O(NSIt! /T. No oil rust III$.ACU /r l t r�V•1C I,OY IF T T 10-5 1 See Attached Map -4 ' ,2 120.5 104.6 100.0+ r 10-5 2 17.5 1.13.9 97.0 I-)), 1 111_.; 3 -4' 22.4 126.3 103.2 100.01 10-5 1 " 1 ' 11.8 115.7 100,0 Jii.8 10-5 5 Near N.E. Corner htli - _ -- 15' la.1 111.5 106. 1 100.0 2emorws ccs C:it of 'Tigard RIC - --- _-_-_-- Mackenzie Engineering I � lu m 3 i Puz �• 4:;vi 33 2 T YF' . / 14 C.RELk%~Jrf ! — el opf /�/ lool , �_� /HNCtrl �-V //• r to 4 1 Sas ~h r rp4p'Elr' UNC Cs 37 2 w t p I 35 if FL 0010, 8 ` • F1.gc 40 A CarlsonT"ting11.1 Cunsrrucrlon Inspection&Rr;atcLf ruts , c. CP-35`2.9 P.o.9o><2 9 14 �"""'� n9ard,Oregon 97223 REPORT OF IN-PLACE SOIL DENSITY TESTS r� Phone(503)6g4.3460 CIteat ormlt No Protect Ucf.ohr�r ` heir j n ,c� ,r 1987 i-I 0escriptlon Hrown C 1 _— — -- -- 40. Dry by, i9 I OS f� lbs./cu. it Optimum Moisture 18.0 lab or—l out o. etre ----_% Method of Test Nuc I ear 3440 rtrJ «o TEST LOCATION J ILI. „rr •'rio LACE OE HfiTr II. «O 0�f rut[ Ila f./CU /r.1 lU-7 1 Iletesl. of Lest. a from 1U-1-8/ t ~ I CO. u« 10-? Retest of122.2 100.5 cr Lest ,r4 frr�rn 10_1_87 3•' 2 1S. 120.8 104.5 -- '1 5t'•c '"(1010(1 )r Inl. 99. 1 4 See atta124.4 attached F- 100.E- g!) 1;10.S I O 1 . _ ` 96. — -� C 11- of 1 jjbard R 8 Econstruc�fon- - Ir lar( ma n►I ris n l _— i 1 , i { r FL OOP I L.QOf.E' 40 33 :44 i - f t� �• 4.oi , I dFLOOPA / Ir ul Al a cam 4 pp gQ as 2'42 •• age a on Nor ■■■Z ■■ i ■■r■ri■�i ■■■ ■■■i...r■ t illi ON ■■i■=■■■�■ii■i■i■=■=■■= i=��=n=r�■ $ ■� �i i=� oi=�■'�■ ii■�`i■ i�ii■r■■ i .■ �:::� ■■ ■ ■ ■ ■■ ■■■rar■ ■ ■■■■■■ �■ N ■■�i■iC■Zi= •���r=iiii=rr�i=.C��:::':ri: r '•� : _...� i ■.. ■i:■■■ S ONEova son �i was an Construction lnrpertiun c¢Rc/arcd Tem Carbon Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 POO No CP -3529 Phone(503)664.3060 REPORT OF IN-PLACE SOIL DENSITY TESTS October 2, 1987 Client Mer'cu_-y Developlerit_ Q',,. F"Olect Ti9222 Market. Place Soil Description Brawn Clayey :Sandy Silt Mo■ Dry Density 105.6 lbs. cu ft Optimum Moisture 18.0 % Method of Test Nuclear 3411-8 011111 or list - 'rF/ W, T E S T L OC A T 1 O N tifv. urs "ilio ON-PLACE OENf,ry It. M0. O17'Urr Il11111./Cu. rr.1 • r�u•.0 r,�r 10-1 1 See Attached Print 20.6 12.1.5 100.7 95.4 10-1 2 11 15.9 124.0 1.07.0 100.0+ 10-1 3 -- 26.5 122.9 97.1 92.0 10-1 4 24.2 118.4 95.4 90.3 Rtmo?6s cc: City of Tigard - Job Site – — -- --- - -- ---- & 11 Const. o.Ric - Mackenzie Engineeriny CAR SON 11"'01W, IN(- 1 I / � r ' � 3 34. 2 �+.•, ��J'/` 11`1\ FLOCK e Ftp , 40 v a It I G. 33 2 TYt- ' CREEK _ �- �.. Ilei, Id -�.��•- d J� `T4k $ o /o- 7 O J �.8Q '32' 42 W i LEVISION INSPECTION REPr`"'T : �— DATE: CITY. ;1 •� «p. i' p Teehnlebn ImNater - eNMr OINMe Ytr 4Fn r OM AV7A 1, Iron M.W.Ne, AIDe Ohms, Jelnl Length gNllen Length jele1 Ty;m MANHOLE DATAANA MN no. _ It LOCATION depth —�� , ' t typePhoto Problem + I a - �— — Footap N0 COtb r.`'COMMEND0. leaks ep,y. f Recom. Rehab.__ — - wa u PIPE UNE DATA -- - -- — '' alignment grade age condition �r t .'!•� �"«. r !�f v.4r ,•�L MY '� r g^'r f �� % Est. leaking joints "•a Ot- , i rr 1 ,♦,t 7 y t 'l1 ti..-..f,• Y 'r' •� other RECOMMENDED REHAB. clean remove roots ...._ ' k, grout i%joints) iPpIaCP. _ other LEGEND SP•Swoon pipe CC-Cirr_umferenuel crock .C'Longitudinal crack 0 ` Break in grade L * Leek ` PT '1'rotrudlrig tap S1 -Service top -- SL -Service left SP 'Service right - — n - II Ilnpatfebl! . ►qa of GELCO GROUTING SERVICE P.O. Box 7247 Salem, OR 97303 Phone: (503) 364-1198 �` I_EVISIUN INSPECTION REPS'^T DATE: CITY: Teohnlolann tnnwtor weather a , !'rom M.M.No. Pipe Diem, Joint Length Section Length - ietn �w+� M 202 1 MANHOLE DATA MH no. �- LOCATION depth type . - L Footge Photo Problem CCa� leaks No. Cote � IUMEp1= , conditiond Recom. Rehab- - -- - xF J. PIPELINE DATA cleanliness alignment gradeage fa-ditic� _._ — t '• ' condition rfrie - Y .rjf % Est. looking joints .._!(2:__ I .•_. :�+�'� •,�,: ° ��: •.r •t •� other 1r RECOMMENDED REHAB. — — -- clean _- remove roots_ _grout --- grout (%joints) --�' -- ---- reline - -- - --- ---- replace other —_. -_ ---- --- - ------- a A-- LEGEND SP- Broken pipe CC-Circumferential crack LC-Longitudinal crack --- - - -- ------ U ` Break In grade L • Leak T Prntrudidg tan ti t SPI v:re trip -- — --- - - SL -Sot vice left SN -sat vice right n • Anon --- ,I Unpateltic page e1 GELCO GROUTING SERVICE P.O. Box 7247 Salem, OR 97303 Ph )np (503) 364 1198 w v LEVISION INSPECTION REPS '-T , ,• DATE:: CITY: I Y-2_ 3 � ioe t; w Technician inspector Weather �y a r•� From M.H.No. PIP@ Dfam. Joint Length Section LPALE A.rI/!h q,,•.( 'tMq aQ" ` • + • r� 1 d ,id MANHOLE DATA '� MH no. - —� LOCATION Y� h• depth —�---- --�iT/— O/`/ P s IC. � a:� , „; type Photo Promemr --- -�= leaks Foo Ne. Cede U MMENTS �U _ �,•O condition ' Recom. Rehab. PIPELINE DATA cleanliness alignment grade age conditlon e_"�_____ % Est. leaking)olnti _... otherT. r RECOMMENDED REHAB. clean remove roots grout (%joints) - — ---- - -- ------ - _ ---- --- reline replace --- other LEGEND - - — ---- _ -- BP•©rriken pipe -� CC•Clrcumferentiel crack - LC• longitudinal crack " - - --- - -- 0• Break in Prada _ - - -- -- - -- L • Leek - -_ ----- -- -•-- _ PT •Prnfrudirig tap _ --_--' --_--. ST Service top - St. •Service gaff •Sarwca right -.._.__. . ...r.__ Y_,F� ---•--- R Roots - -- `---+ UnpMtabl! Pcaa i _ GU( C0 GROWING SERVICE P.O. Box 7247 Salem, OR 97303 Phone: (503) 364-1198 __ ` i a f 5/G/VA4 PLAN •� 6 ♦ 1 PAC/F/C HWY W. Al r16ARDC SMMAWCA ER ACCESS Ph ro lf.._. SCAL�{rl"'�"�1.._ l _. • P1�rT iO T .. H Ph rO 22d - _ ____ _ ♦ _ Iv --N I -h �' ? Qw � Channel A, Phu-,t 115 Channel C, Phdu 116 P ct U X 11 r , P!} O c 1-4 Phase. t b 6 Phase 4 PhAlbe 6 Pflast 13h FIRE PRE-EMPTION OPERATION P �, x 1 , � (eaclwave) + L E C E N D G 'x a I_Z 1Z 1'z 1_ i!'ORMAL PHASE ROTATION Maintain and prutrt� enistiny wuwer palm (power source) k TG Ix., i � Pole No. 2 ��� C4o � 4a) 4U 40 `� qp � C'PH 6 t 3+83, Lt 80 ) (- - 39 Pole No. 3 r � Install uludel I10 controller 1n wwdrl 932 utrinet I: �\ 39 39 39 39 39 DN' $ta 4 56 , Lt 90') Install type (1) standard strain pole. helght (N) x� � .r .....1_ = W t t 6 6 S 6 C \ A MS l install phase (Ph) vehicle signal V 0 Cuntlnuouw From Mr Dondld .1, LonLrolk,t 1 Clyc '-C L1 onC�rlueea U Park St Controller install phase (Ph) yropramned vehicle stgnai x 0 _ . __ ... c moo..' 90o fr+ s C� - - - r � I --- SW P Utr11t1t� — -_s>~ Install type (T) modified pedestrian signal I , V .5W install phase (Vh) destriaA wthbuttaM with instructlw► $t r i Uri 4 install interior illuminated "LEFT TURN 5161tA1 sign Install interior illuminated left arrow "ONLY" sign ;r Install interior illuminated through and left arrow sign •i'' 114 40 "� install Interior illuminated right arrow 'ONLY" sign 14 40 39 � I '� 39 40 rC Tt✓ install H"Kltf"e6" tereltnal caolnet rich sectional tan11n11 blocks as connectors Z I4 'w ' AF-I ^\ ) y install se^vice cabinet with 60 top Ctrcu{t DrNker � !9_ - -;) _ 5 G 139 qp 1-L r4 r ► f I:X IC 1 L L -- 12 ► 4 Q install 120 volt Imter base meowi-L t. 10 �' I 1 PAco CT FIC HWl' (,it , 40 39 I b J V 45 I Z 1- 10 F • - \� L 39 40 iz 1 C L C 4 WES T (� Install one No. 6 type %WN wire (signal system: coamn) I I 1 39 40 -L =a I- FF X N Install (h) No. 14 type TKA wires �� F i-Z t ro 1. -- I J \` ►� 1 t4 G -� Install (h) No. (G) type THM. Thr, or Thur wires Install (X)-(fl) wire No. (G) control cables �. - N - - - 00 1-10 "fR X I C" 39 40 jC 3q Install 1/11 inch galvanized steel iMssenger ubie a i 40 In%tatl 1/4 inch galvanize# steel tither wire • � '-4 3 4 li0 FF X LC I � L.r 1 0 p.11 1Z `� `' 4 ��J Install sidewak rale per•Sti•' Qrwc ft.,20776 Q o Install (5) inch electrical conduit s t I r OS t $ Install 2 Inch conduit stub (for future use. cap both 1 1 j, y-J ov � Install channel (Ch). (N) way fire pre -earption detectort 1• 'y i SW 1 `•,�O 1 install channel (Ch) ffre pre-e4tion detector,feftr cable ( _ Eatstin interconnect cable installed S W� y pea' tlif tr'ih�1G1dM.-in s,jltc tall'►Roa11 s t ons - \ _ _ II� ��1 a• __--- P � , �C install 6 Dori NO 19 gov9s int*rcN3n110IM0'dd�1f! ' r C5 1�.�/e 11/'0. • ` to 1 I S9 -._.t-.4 r - Type shown S ++ Size shown ( PN- Stn 4+71 15 ) 26� 31% I � lr6 Ph - Phase shown Cnannel shwnl -- (39 I 40 -j9 E .9 x mNumber of tabes ihrlwn 11"R,i;.v G 456 + 1R. Iz~Y. Iz'G Pole No. l / (39 40 40 1 /1/ - Nuudxr shown 458 - 12"R. IVY. 12"GLTA CPW Sta. 305, Rt Z5') TC 40 _n ' L_.,� 11 'F Ft: p • AWU site viown to ld FF IV , \ 4 IZLLJ HIGHWAY DIVISION P` 'IZ\ ^' d ��� lwrr OREGON STATS N; ! IL TRAFFIC E GIMEER Mei SECTION '4 T'RAP'f/C 3161ML INSTALLATION s A *4i T/GARD RAST Sh OPPINO E ENTER SEC l H . ,y' PACIIrX H/ MAY WOW o•°�S = WlASOVIAW M OWIVTY T call E>1<�LifQfY.L�I7�y y y WU4Ri0 er 1T/...,.�+.._._._._ ACCtM+PAaI$p tr 0*611 il�{�LT1t+'lL�J�1. TI��AP�D EAST SEWER C:IERI0e• r._..rr: 14.71. Jii&11121a:Qrt7 U11.wrr of .� �.5+•>� .,b�l� 9322 9 OF 16 _ 1 ,� _____ , --•- _ ___ n - .. IT� .._ -., may_ ..,,. ..._... .. .,.. _. ... ct., _. 'ti iU<..enSr. _. . . ,1 1 • • .. 1 . - � NOTE : IF THIS MICROFILMED �•�--•---- -- 4 5 _ 6_ 7 8 9 I O l 12 DRAWING IS LESS CLEAR 'MAN - THIS NOTICIr;'IT IS DUE- TO -QUALITY OF THE ORIGINAL DRAWING. - '- - _ . -- O E 6Z BZ ai Z _ _ --- _ -- - BZ SZ 1 Z �Z. .. Z$ �Z QZ 6i 81 ll 91 SI bl EI ZI 11 OI � / � . :.:,•�{.. �IF;vi'.�"YrP- rM... .....:.w..y,-I,Fn.yn-i:^.w:. _.-. ..Y.l .. II ' r 111MMM II Ii II II 1 r+fir rrlllrr ullllllllllllll#j���ll Irry �iilJNl�igIt�iIIwriIl�IrIllu�+�rrr111rrl�ll�llllitillltl!I�I11111lr1� +fll��lll�flllllbt�tllril�rit�Ilil�lllliillLll,ilfUNlilll� �irr,Irrlrinlrllrll�Illrl! 111 1111 r ,. . _ 1992 JULY �* 'i w..,i1;rr .P!6"i•:i�f009i. ^:^M15:',ALS:fir90p9L1M.19'7r'aT`:"'.MRiR.CliffnilXH'tl�elYAtl�bCP.R7t1Y9NIR1c�S1'1�?7RrJ711AWr.7gAl� lR9!'d� i DETECTOR PLAN I PACIFIC HWY. W A rl&ARG ff 5hV?,P1#e CENTER ACCESS 5 L A L E "�"---� h I : l FEET i O. t3 so 41U 80 N a w ILD LOW) QU _ Loop Easement-� U \4 ; FQ- Q t g 1 LO -r F l ►-1 F��• oil .0� F` o \U r, H/w ,� - \ ► t -fig� R/vv Install prase (Ph) vehicle detector loop 1 LF � 1 � � I to © Install phase (Pte) 1 ft. diataond vehicle detector loop (e turns of XN1tM wire) -A _-_ L11V 1 L 1�1h J Alm1, [11 L 1 ,♦ �w t Install f><1 phare {Dh) loop feeder cables 1 ��� II w `\ \ `, 1 ( ' _ -, r��_. `.✓__ _ \ T 4r � M Install (N) pair of No. la XMItt11 wire twisted 1 Lo 6 turn` per foot from NWT` S 6 7 + - II I 1 114 13 I W �S I ® loop to Junction boa. No spines outside of junction box. 1 _ - tall S) inch electr ca a it ! ' ! �� \ Install ( 1y110Y ' \ � �% 5 1 L 4. Y' � LF' 6 y Instill 17'a" x 10S" x 12" precast concrete Junction box with gale, cost iron L z_5 _ y cover or cast alumina cover of equal strength, I LW 2=}a I i install I2" x 10" x 6" galy. cast Irva lunttton box rich 9aly. steel C+ver ,• " s` LW f ® Install 12.' x 1?%' x 1.t precast concrete Jurction with gale. cast iron cover or cast aluminum cover of equal strength. I - T - - - •- - --- - -- - - - - - _ 1 — _ y._ ..._ _ I ! - � '' R/w Mia Phase show L -- — _ -- X - Nuetber of cables shown W = Number shown �(I I \\ ( I / •e I 27 5 .I >,. , S s Size shown F CWj ( IB \ a � z - 22 �- S,gnai Controller LF ��/ I"Z� JB� b `t4 FCL ' 00 Fr Fof I W FaLff Il 1 - Z t 1 0 o Coop No Phase No Function C� 1 a: F C rN ti I p 1 I 2 1 _AM 3 S 1 1 _ - �` i, Lw w� 1 – -- • I I s � � , G , GC ► ` Y , r -5-j— s its 20 5 e ` ` x ° 1 b _ _mss ` C. J 4 �` Locrp Entment t� 1 G CO COP U 15 -----}S 4 E , C D MI� Q K r �I ARY COPD 18 4 E ' t (� 1 ((,, � --- -- S E , CO Slot JIL MAR 31 1917 CID — slot J i SUBJECT TO MUTUAL REVIEW �.. � ---�5 9 E , C 1.5 OREGO[J STATE HI HWAY DIVISION ,�• "ter , TRAFFIC ENGINEERING SECTION Conti oiler Cabin-t- TRAFFIC. 51GN�1L 1A157-AL,LATION �-� TIGARD EAST SHOPPING CENTER SEC. 5-Series, E- F�tenston, CIM Call , D - Delay , CO Carryover ���;wtt Mme' ' PACIFIC HIGHWAY WEST Sea T E 5 Owg No 1471 for loop detector details < `t0 4t f o WASHIN4TQN COUNTY Cfrtter all mops In travel lanes or as showr; Ig�/ oat FeDryQr"r!!/T TIAI�D EAST SEWER LOOP DETECTOR WIRING DIAGRAM •' ' c" 'o n _~ 1 10 OF 15 9323 D��wrr er _ -- ...e... ..- ....�.. • y " 1 a y 1 I - -.. - !. NAS' -yry'a. � ..M .• �•- •...�+ - . M'115i � I r � � � - ♦` '�'• - ..•a:.-. ,..• r.:'; ..+,tom.• - -. ...' '� •,• .„ a 1. [ ;:(,';. Vii'," . :,.. „ -.r.;:;. ". :,,<... .- .',t.• ' ',:;.t,r•:' :, ' '..: r. . ., ...".':. V. Of y ^ `W4 �, a .ar. -+wasarP M rl.al�w-. �'- I - •� .: - �'r.M P •! IG t ,��I v x 3.. _ > 1 a ,r 111 I ' 1' 11 1 1 I L I I I I IT I,� _ I 1 I I I I I I III � � 1 I I I .� NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 _ 8 8 10 I � 12 DRAWING IS LESS CLEAR THAN THIS NOT ICr;-IT IS DUE TO " ))* -QUALITY OF THE ORIGINAL - DRAWING. f ''� .• OE 6Z 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 81 LI til 51 bl CI ZI I1 01 6 9 L 9 S b E Z 1 ""i'" - ' 101111111111IIIIIIIIIIIIIIIIIII111111IIIII116111MI111NAllIl�tt�t�u+r 16"II"JmllIl Ili 11i1N1U11111IN11I1111Ill III 1114MM�o4iIill IIIIIIIIIli 1 14Mt�11ti,t��l�li0111111111lN111111 t�IlulIIlIIrIIIIVIIIIllli11ll�1�lltlllltl�lWUlllllu. IIID a JULYI,� 4 7 9 2 M + 1 ., 'i _ •ar+a. _ -..� ...-_.._.7,�..�. -..w +r►,- -. • ,.. I ......r.r.rrr.ra'r....+a.. �, •`' LEVISION INSPECTION REPS' T r4 ,.A•• DATE: CITrt eahnlelan IngMle` Weather Cleeneeb7, cwal r' afr r'ram M.H.No. lrlee Dlem• Jnlnt Length e1"Illon Length .u / -MIL, n MANSi01.E DAYA MH no. LOCATIONArm depth •_ •� t 'e *Photo TroMom type _fi • Ko/top No. Code �„"�q CCi MM111 leaks , conditionAfIcI A,f, Recom. Rehab. -.--..__ _..____.__—� ,..:�M• ;;41 � Y� ,to w�,. PIPELINE DATA +,• cleanliness_„��p-�/1 alignment-_. grade Ito, 1 ,0 — Ati. •, r F. age - - -&12 .. condition_�� % Est. looking joints other +tf t RECOMMENDED REHAB. tc clean - — remove roots grout (%joints) rel-ne replace --_ �v LEG►_•ND - hr - Brnkon pope -- — -- c r - Uitrumforeritial crack 1,U i,nngilutlinA)crack — c; ' Break In grade - — - - — — I - Leek — FT Prnirudlrfg Tap 10,vire tap gl Serv!re left !II `.i,voce right it Rnots r /elle AI Gf LCf) GROUTING SFRVICE P.O. Bur 7247 Salem, OR 97303 Phone: (503) 384.1198 i \ r H aM a m � o �^ �'• a w V\ O U v; CIO O z Qo Cl) ►� a z � F �t T C7 L p MACKENZIE ENGINEER' i INCORPORATED MACKENZIE/SAITO 8,ASb—%"IATES, P.C. 0690 SW BANCROFr STREET PORTLAND ',(JN 9720 t M3)224 9560 1)274 9570 Date: October 2,1987 Project Number_185572 To: City of Attention: John Hagman Project Name: Please find attached: ____shop drawings plans samples specifications copy of letter change order XX details calculations Number of copies: Description: detail--Abandon Existing Manhole_ — _, For your use XX For your review IL For approval i,s requested REMARKS: Please review & Comment at your earliest convenience. This is the existing manhole at the north end of the ,job. Copy to: Signed: Dave Larson/mdd Mailed _XX_ Delivered To be picked up i,nnrinsuroe nrn not as nored kindly nobr,us of once V- f PV6 SPOT Flee` 71z," 7-0 r-*A 1*"-IA 704, Toto OF rvis76 PIPG- J.- FL I FILE Cupy 1 4w 1,A 0 0505 -r 01 O RZ Y 13. O G L Ely r A7 V/4!:: 87 BY atj DATE 19' MACKENZIE ENGINEERING INCORPORATED JOB NO 0990 S W BANC ROFT STREET PrnRl LAND OREGON 97201(503)224 9560 SHT _._L_OF To Cir o` $erY.� `,cP! �C) FR . JvA^V\ zcr:DV\ J'torVv1 �t �1V1 , h`a���\z��OVL �YC> � • `� \S \'� h ��71-0%J E_' c� !�\' GO h Si 1.1 C�\Ove. per b\GG Cl� e CASs kosA w0VAl- 'E be{e v,%-J dov e G�` WOr'K 1vnc \A u�6• r ZlC� C3V1 \�c �c\�r `` \ 1 1 1 4. � �c� ��e- '-\ � 1�.ti-c ��ro�� p►o\C�_"C Cv��1v�GCF' C�e_tGt v,n\v\at\c�v\ C. \INt a G1 vv\:.iL 1 v\�G,n-.:I KC, 010\e-1NA p�'t-GV W\Z� K7e [JC1Y\C� 5 . `�\G�`:�e. ���11SE. 1M E_ C7� �l`�lAr' �L'_C.UIMIMN►+\�1,C_CS GG%.Arse- vN "'J.c C-)A 1�1e'rE1v%,,#-e- rC3j- 2 4�.��ar-y.wJ .� :,''t -�o Z ¢ ��/�c.,,,.+rJ �•,,.Is a. 3� ��.� Age- efilill 114 ol SCI^L& i c 40 .,. P1 PE TO PAY L \ � STA. O♦OD _ _ • "" A q7, --__ 'yT IRON f� VL ru --Zre CORK A GO o 1 Z GA v. VAL I N I! 1 P\ CORK.ALL*A PIrE ETM 3 IWz ',. t 7. so,' GL -OUT Q, 4rId - 4 05. Ov AN ~ .a r V_406 t'--r0- -a REVISION -- g kt TIGARD EAST BY R. BOETTCNER EXISTING STORM UNE PIAN DATE 9- Z4 - 87 FilMACKENZIE ENGINEERING INCORPORATED JOB NO. 15 5 0690 S W SANCROF`STREET PORTLAND.OREGON 97201(503)221-95x0 SHT. OF �— ........_..........- -...... . . . . : : : : : : : : : : : : : : : : : : . . . : . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : . : : : : : : � . . : : : SC. .L. . . . . . . . .... . O . . . . . . . . . : .. . . . . . . . : : : : EXl S; AJC:G1ZOIJ : : . . . . . : : : : : . : : 1 . . . . . . . . : . . . . . . : : : : : : : : : : : : : : : * . . . . . . Z2 . . . . . . . . . . . . . . . . . � of : : : : : : : : : : : : . . ; � : : : : : : : : � : : : : : : : . : : : . . . . . . . . . : : . . . . . . . . : : : . . . . �''� -05-:� �� . . . . . . . : : . . : : ' : ,Q . . . . . :4 . . . . . . . : : Ad ATE % RAP �k-L . . . . TAaIL I Z E SL.I�I't 'M . . . . . . . . . . . . : . . . . . . . . ; .it ) . . . . . td. (ma i. . . . . EVISION . . . . . . . . . TIGARD EAST SY R.BOETTCNER EXISTING STORM LINE PROFILE DATE _ -2-4-8'7 l - - - - -- JOB NO. MACKENZIE ENGINEERING INCORPORATED 0690S W BANCgOFT STREET PORTLAND,OREGON 97201(503)224 D5W SHT.._2 OF_Z mmUlLmOAALml%Kn��W- (3) Surface water drainage patterns shall be shown un every development proposal plan. (b) Easements_ Where a subdivisicio is traversed by a water course, drainageway, channel or stream, there shall be provided a storm water easement or drainage right.-of .,way conforming substantially with the lines of such water course and such further width as will be adequate for conveyance and maintenance. (c) Accommodation of Upstream Drainage. A culvert or other drainage facility shall, and in each case be large enough to, acccnmodate potential run-off from its entire upstream drainage area, whether inside or outside the development; and (1) The Public Works Director stiall determine the necessary site of Lhe facility, based on Lhe provi9iuns of the 1981 MASTER DRALNAGE. PL—AN. (d) Effect on Downstream Drainage, Where it. i.s anticipal.ed by Lhe W.. ----- �._r _ Public. Works Director that the additional run—off resulting from Lhe development will overload an existing drainage facility, the Director shall withhold approval of the development until provisions have been made for improvemenL of said potential condition or until provision have been made for storage of (additional runoff caused by the development in accordance with the 1981 MASTER DRAINAGE PLAN 18. 164. 110_____B i.k e 9 (a) Developments adjoining proposed bikeways identified on the adopte•4 Pedestrian/Bikeway Plan shall include provisions for the future extension of such bikeways through the dedication of easements or rights- of-may. (h) U,velopment. ' permits issued for Planned Unit Developments , Conditional Use Permits, and other developments whi( h will principally benefit from such bikeways shall be conditioned to include the cost of bikeway improvements . (c) Where possible, bikeways should he separated from other modes of travel including pedestrians . (d) Minimum width for bikeways shall be 6 feet per travel lana, 18. 164. 120Utilities (a) Undergraund Utilities. All utility lines inr.luding, but not limited Lo, those required For electric , communication, lighting and cable television services and related facilities shill bc- placed underground, excupL for sur•facp m,unl.ed Lr•arn4formi,r s, surface mounted connection boxes and mi-t wr cabinet.% whir h m'av bcl placed above ground, temporary utility sNrvit.o faciliti,is slur my construction, high capacity eler.t.ric lines operating al fifty thousand volts or above; and ttl - 333 1 PAM CONSTRUCTION CO. 338 NW 5th • P.O. BOX 3989 • PORTLAND,OREGON 97208 • (503)228-7177 TRANSMITTAL NOTICE DATE: "1 –A S^87 TO: � LZ!LJ— �� JOS NO. /SD 10 _ PROJECT `�AJP–D Al- P. ATTENTIO:' _-d8,44 __— GENTLEMEN: WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following Items: ❑ Drawings ❑ Prints ❑ Plans ❑ Samples U Specifications ❑ Copy of Letter ❑ Change order ❑ — THESE ARE TRANSMITTED as checked below. O For approval ❑ For revisions O For bids due 19 ❑ For your use ❑ Return correct prints 7 Ft : review and comment ❑ —- -- — — - COPIES DATED DESCRIPTION 24 RSMARKS —. — ------ — — ----- -- U)AYME R&H CONSTRUCTION! N. 9y .�Illa " LEVISION INSPECTION REPf"'T DATE: CIT.': � Job No. 3110- Technician da � - +� • at" d109 low �r Inspector - Weather Cleaned by A10' Report No. ape No, From M. .No. Pipe Dlam. Joint Length Section Length Jolnl Typic plpf at. K• o M.N.No. MAivnuLe DATA �. � !911 no. - -- --- -1_I LOCATION;Ip I type Photo Problem - - Footap leaks No. Code COMMENTS r GM -_� .rQ _.._ �.•f� -- — -•- condition4,^1r1 - ROCom. - --.....__..__ ----_____�_ �, .�.� s rte. czY>�...�..,.,�t�r►� .__...__. _-_ IT PIHEI.INE DATA -• _ alignment#f"-.�2!1 - qrade age condition % Est. leaking joints - othor RECOMMENDED REHAB. clean -- --'-- - - - — rsmove mote `---`- grrnJt (96 joints) reline .._ - -- -------- --- other ---------_.. ---- ----_- --- -•- - ._...._.�� _.______ LEGEND _ _ —`- - ------ -- - --- -- HP-Broken pipe ----- CC-Circumferential crock I ft Longiturlinoi rrack -- C Break in grene - - t_ • Leek P1 -Protrudirig tap - — --- __ S 1 -Service top _ ---�--' --- - SL"Service left -.- SR `Service right _- F7 Flouts _ U Unpasubie — — -- Page e/ GELCO GROUTING SERVICE P.O. Box 7247 Salem, OR 97303 Phone: (503) 364.1198 w•enT•s rMw: ..��.. IF, I EVISION INSPECTION REPO"T DATE: GIST: Joe Me. Technician9. 16= JE inspectorInspector Weather Clean Pe o. H.No. PI Dlam, Joint Length sotlon Laneth Joint Type MN Met. .•-• �mTo M.H.No. C- 34+ ., i 07 C - MANHOLE DATA - ►---- --A MH no. _� LOCATION Q depth_ O _ - ` tvpe_ Footayo No.No. Code r COMMENTS GPM leaks ---___�StLL._-. 1Z. condition( - Recom. Reheb._�_^ 1. _ -- - PIPELINE DATA "- I _ cleanliness_ aQ64___ alignment _ ."iJ grade age -- ._ _.ice! (✓ -- __ condition��__` - %Est. leaking joints - o t he r RECOMMENDED REHAB. clean �- remove roots -- grout (%joints) - reline replace — - --` other -- - - LEGEND BP Broken pipe CC Circumferential crack LC Lnngitudinel crackW`'-- O - Break in grade --- — — --- ---- L • Look PT -Protrudirfg top S1 -Service top - SL-Service left SR -Service right R Rnots - _`- I t, Unpeaseble Page of GEICO GROUTING SERVICE. P.O. Box 7247 Salem, OR 97303 Phone: 15931 364-1198 i LEVISION INSPECTION REPO—T DATE: CITY; Job No. ftt Technician InspectorWeachar clop by ItappK o. We o. Saotlon Length Joint Typa Lipa Mat. o .N.No, 1 _at _d r �- �v C WNHOLE DATA r — MH no, LOCATION depth type ��G �''f• Footage Photo Problem No. Code COMMENTS OPM � leaks Af / O - - condition4.< s - - __ --- Recom. Rehab ---' PIPELINt DATA - cleanliness -- alignment r grade condition 149 ezu %Est. leaking joints ether RECOMMENDED REHAB. --- -- - --- --- clean remove roots (front (%joints) — reline replace other LEGEND ----- SP,Broken pipe _ - --- CC-Circumferential track LC, Longitudinal Mack - 0 Break in grade L - Leek PT-Protrudirig tap ,T -Ser vice top SI. -Service left SR I Service right ----- -- -- - -_- I, - Hoots --- - - --- --.— —._ - -- U U ' Unpeesabla _— page el GELCO GROUTING SERVICE P.O. Box 7247 Salem, OR 97303 Phone: (503) 384-1198 � � v 'LEVISION INSPECTION REPT^T ATE: CITY: --- r' -�� Job No. eohnlelan �`�'``—inspector Weather Ole,inM by Report No. o. Pro m M,H.No. pipe Dior". Joint Length Section Length Joint Type pipe Mat. To 111111.114. s. MANHOLE DATA 1 LI MH no.. .91 LOCATION depth _ Gam, type Photo FroMam — `�.I/I leaks �- Footsp No. Coda COMMENTS OMN V dgpd Ale r condition„ Recom. -- ----1l1yi1N,`� PIPELINE DATA cle3nliness_4".aJ -- — alignment -- - — _ grade ages__ condition %Est. looking joins other RECOMMENDED REHAB. clean remove mots grout (96 joints) ____ ____ ____—_•� reline replace - _ ~- other ------ _ — - - — LEGEND - W RP Broken pipe _ CC■Circumferential crack _ ----- -- _— LC•Longitudinal crack G • Break in grade _ - L• Leak �— PT•Protrudirfg tap ST■Service top SL•Service loft --� SR•Service right _�.. R • Roots - U- Unpossable — -- par+ of GF LCO GROUTING SUIVICE P.O. Box 7247 Salem, LIR 97303 Ph,)ns' (503) 384.1198 MTN i o Al 000 C r/d, CarmenTest in on,nvct{on ln,,>cction R Related Tarr, .� g, Inc. �c,,� ,�, i /rte v� Fw P.O.Boll 23814 CP-3529 TIgord,Oregon 97223 ,Poo w0. Phone(503)NW-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS September 24, 1987 C i[ Mercer„ REPORT Co. Project ward Ea c Shupping CEnter - -- sod Ues-Phon 3/4"-0 Rock Fran Progress -- - Mo. Cry Qenslry 120.7 lbs./cu. It. Optimumoisture 8' Nuclear M _--__----------- _.y-_- .__ _ _ --- 3411-8 -----.-___ �e Method of Telt ru. r' ro TEST t_ OCA TION tttr err "'to IN-1�ACE OE Noir �'� It, M0_ 01l rUll[ Ilt 1 ,cu FTA 9-18 I 0 0 � w r is...., ' Sanitary Sta. 0 + 75 Rock 11.9 131.9 117.9 97,7 9-18 2 I Sanitary Sta. 1 + 25 9.5 126.9 115.9 96.0 9-22 - 1 Sanitary 5ta. 8 + 81 11.2 138.4 124.4 100.0+ -9-22 Sanitary Sta. 9 + 2110.1 134.3 122.0 It IU.0+ `unitary Sta, 9 + 80 11.3 129.3 11E ,2 Brown Clayey Sandy Silt - 105.6 @ 18.0 i I Fill Over Sanitary 1 - --- --_ ary 7 + 90 Ilrx:k 1.0. 1 122.5 101.5 9f). ] 14--23 2 Fill over Sanitary Sta. 6 + 90 - 17.4 120.5 102.6 97,2 `4-23 3 F. 11 over Sanitary Sta. 5 + 60 15.5 115.6 1J0.4 95.0 ---------- t_y Ti yard �t- -1t k•li Const. �_`n`.-`_____.. .-_.._�_ .__ _.. -- i -- - ----__ - - _�'c'f�uY�i�fmaru i b-7Cg s,x:, -- .__. _.._. ____ __ __ - • __ __ - _._.__ . - -- _ Mackenzie En ineerin ---- _ - -___� -- ---- r nlll ,, r. '► 5tlr�l, INI September 16, 1987 CI7YOFYFARD OREGON 25 1 eors of Service 1961-1986 / Tigard East Associates, Inc. PO Box 5308 Portland, Oregon 97228 ATTENTION: Mr . David Zimel Dear Mr . Zimel. r. Enclosed please find three easement documents, each of which needs to be executed and noterized and, then, returned to me. Prior to doing this, I would suggest having Mr. Dave Larson review the descriptions and maps to confirm that final i.istal- lation of the line (s) is in fact in concert with locations described by said document (s) descriptions. Very truly, John S. Hagman Engineering Technician c: file enol . (3 ) dj I 13125 SW Holl.ilvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4111 - ---- Westlake Consultants Inc. 7145 S.W. Vorns Rd. Tigard, Oregon 97223 503-684-0652 KlclS Ia1D 15 ' Easement PROFESSIONAL Sanitary Sewer Tigard East Job No. 273-01 July 24, 1987 OR [004 LIONAAD S.AtLSKt LEGAL DESCRIPTION fs41 A tract of land situate in the S.W. 1/4, Section 2 , T2S, R1W, W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows: A 15.0 foot wide strip of land being 7. 5 feet on each side of tLe following described centerline: Beginning at a point on the southwesterly line of that tract of land conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455, Washington County deed records that iE North 50 °28148" West, 85. 59 feet from the southeast corner of said Ingalls tract, said point also being on the centerline of an existing sanitary sewer easement as described in Book 617, Page 593, Washington County deed records; thence, along the centerline of said easement, South 39°31 ' 12" West, 8.00 feet to the true point of beginning of the herein described centerline; thence, Nor,.h 52006 ' 34' West, 211.00 feet; thence, South 34023138" West, 208.00 fee;: ; thence, South 5014140 " East, 602 .00 feet to a point on the centerline of an existing sanitary sewer easement as recorded in Book 617, Page 598, Washington County deed records, and the terminus point of said centerline. The sidelines of said 1.5 foot wide strip are subject to lengthening and/or shortening so as to terminate upon the proper boundaries. II I ENGINEERING / SURVEYING / PLANNING Westlake Consultants Inc. 7145 S.W. Varns Rd. Tigard, Oregon 97223 UJI= 503-684-065A 20 ' Easement StOL- Drain Tigard East Job No.273-01 July 24, 1987 LEGAL DESCRIPTION A tract of land situate in the S.W. ]./4, Section 2 , T.2S. , R.1W. , W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows: A 20 .0 loot wide strip of land being 10 .0 feet on each side of the following described centerline: Beginning at a point on the northeasteiiy line of that tract of land as conveyed to Caron Rubin, recorded in Book 831, Page 415, Washington ^ounty deed records, that is South 53038152 "East, 454 . 50 feet from the southeasterly right-of-way line of. Taylors Bridge Road (C.R. 477) ; thence, North 5051 ' 52 "West, 260 .51 feet; thence, North 3049124"East, 543.0 feet; thence, North 34023138"East, 206 .00 feet; thence, South 52006 ' 34"East, 244.00 feet; thence, North 9057144"East, 19.16 feet to a point on the southwesterly line of that tract. of land conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455, Washington County, Oregon, said point being North 50 "28148"West, 83.28 feet from the southeast corner of said Ingalls tract and the terminus point of said centerline. The sidelines of said 20 .0 foot wide strip are subject to lengthening and/or shortening so ps tn. f-ermi pon the proper boundaries. l A1:10 L,AP OFMICON41NO f J.tt'ky0R orr : .. ra Lro Lr Ia. to?1.r.0 I 1b •� 1 �� — ENGINEERING i SURVEYING / PLANNING — Westlake Consultants Inc. 7145 S.W. Vorns fid. Tigard, Oregon 97223 CUU �n 503-684-0652 ------ Storm Drain Easement (20 ' Wide) Setniker Property Tigard East Job No. 273--01-85 July 23, 1987 LEGAL DESCRIPTION A tract of land being a portion of that tract of land as conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455, Washington County died records, situated in the S.W. 1/4, Section 2 , T.2S. , R.1W. , City of Tigard, Washington County, Oregon, being more particularly described as follows: A 20 .0 foot wide strip of land being 10 .0 feet on each side of the following described centerline: Beginning at a point on the southwesterly line of said Ingalls tract that is North 50028148"WeFt, 83.28 feet from the southeast corner of said Ingalls tract; thence, North 9°57144"East, 50,.0 feet to the terminus point of said centerline. The sidelines of said 20 .0 foot wide strip are subject to lengthening and/or shortening so as to terminate upon t)-a proper cjoundaries. aeo�stfcea PROPrgS1014AL LVD SVVicYOR AR t :i�;w JULY LfONuk� LCIi84i r 1 0 R 1 II, ENGINEERING i SURVEYING / PLANNING :;ANI f & STORM SLWI h (:OMPLIANCE: AGRE NI 1i AGRFEMF:NT dated this - day of114V; between the CITY OF 11GARD, a municipality of the State of Orego,,, hereinafter termed the "City" , and 'Tigard East Associates, Ince hi=reinafter trrni d "Petitioner" . W I T N E S S E 1 H WHFRtAS, Pet.itwrier has applied to the City for approval of construction of public mainline sanitary and storm sewers, to be known as "Ward East Sanitary & Storm Sewer Relocation being within tha boundaries of an area illUstrAted on the attached Exhibit "A", and by reference made a part hereof; and WHLRCAS, the City of Tigard requires applicants for construction of public sewers, and appurtenances thereto, to submit to construction plan review, construction inspection and tr:s ing, and, further, to provide performance assurances, to grant public easenents and to remit payment. of relevant fees and charges; and WHEREAS, the City has approved and adopted thu Standard Specifications for Public Works Construction Oregon Chapter APWA for street, storm drain, structure and related work, and Unified Sewerage Agency Sanitary Sewerage rules, regulations and specifications for sanitary sewers via Ordinance No. 84. 58 and amendments thereto; and WHEREAS, the public sewer improvements to be constructec' by the peti► ioner are incomplete, and, petitioner has nonetheless requested that the City permit granting of easements to the publi•:, and the parties herein named desire to protect the public interest and assure that the improvement will be installed as required and coa;pleted within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premise and %he covenants and agreements to be kept and performed by the petitioner and petitioners surety, IT IS HEREBY AGREED AS FOLLOWS: 1 Petitioner shall proceed to complete all public sewer improvements shown on the improvement plan, approved by the City of Tigard and prepared by Mackenzie Engineering, _Inr7. (Portland, OR �_ dated June 30.1986 ; said improvement to be completed no later than one (1) year from the date of this agreement and Petitioner hereby agrees to comply with all rules, regulations and specifications set forth by the City and, to use only such materials and to follow such designs as is required to conform theret, Petitioner shall provide certification of installation conformance and one as--built mylar, both stamped by a registered civil engineer, to the City prior Lo City inspection of petitioner, improvement work for City conditional acceptance consideration. 2 To assure compliance with the City' s requirements and the provisions thereof, Petitioner agrees to obtain, provide and tender to the City, a surety bond(s) in form approved by the City, with liability in an amount. equal to the contract price of s_j4(44QQL�, prior to City issuance of a permit or approved constriction plana for construction of said I improvements Petitiorner' s contractor shall be licensed, bonded, arid insurtld. 1 1 In the went. that Petitioner shall fail , noglec )r refuse to proceed with the work in an orderly and progressive manner to assure completion within the time specified, upon ten (10) days notice by the City to the Petitioner and the Petitioner' s surety, and such default and failure to procNed continuing thereafter, the City may at its option proceed to have the work completed and charge the r.osts thereof against the Petitioner and the Petitioner' s surety and in the event the same be not paid, bring an action on said bond to recuvor the irmount. thor•eof. In the event, that such action be brought, the Pot.itionor and the Petitioner' s surety shall be required to promise and agror to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees and cost incurred by tht City, both in the Trial Court. and Appellate Court, if any, or the City may at its option bring proceedings to enforce against the Petitioner and/or Petitioner' s surety, specific performance of the contract and compliance with the standards adopted by the City of Tigard, and in any event, in a like manner, the City shall bc, entitled to recover such sums as the court may adjudge reasonable for the City attorney' s fees and cost, both in the Trial Court and and Appellate rourt, if any . 4 Petitioner, concurrent with the execution hereof, agrees to pay the following fees and charges : a. A plan check and inspection fee to cover the cost of City review of i public mainline construction plans and, in the City's interest, periodic inspection of mainline construction (except building connections) in the amount of $ 5,856.00 b. A connection permit fee to cover the cost of processing building sanitary sewerage connection permit applications and performing inspection of building connection(s) . Said fee to he determined, levied, and paid prior to connection of building sewers to (this) public mainline sewer. C. A surcharge to connect directly or indirectly (strike inapplicable word) to an existing public mainline sanitary sewer which was installed without cost. to the Petitioner. Said surcharge to be determined, levied, and paid (by the Petitioner) in accord with terms of agreement between the City and N•A. d A monthly sewer servi( p charge for use of the public sanitary sewer system. k) While the City agrees to make periodic inspections as in the City' s judgment is necessary to assure compliance, the Petitioner agrees to provide certification that. the improvement has been installed in accord with �N ty standards and the approved improvement plan; said certification to be signed by a registered civil engineer. 6 The Petitioner agrees to provide the City with 48 hour advance notice of commencement of construct.ir,r arid, also, 17 hour advance notice of requested field inspections 7 The Petitioner agrees to insure that. Petitioner's engineer obtains accurate as—built (field) construction records of said sewer installation and, also, agrees to insure that. the City is furnished with one accurate as—built mylar thereof arid, further, with accurate legal descriptions of all necessary easements 9 H At such time as 1 public improvements have bee ompleted in .+ccordancc, with the City ' s requirements, Petitioner shaI submit. the aforesaid "certificate of installation conformance" to the City to notify the City of readiness for conditional acceptance inspection and, then, upon notification by the Department of Community Development that. the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond, if not already provided with the performance bond, form approved by the laity, to provide for correction of any incomplete work or any aefectiie work or, maintenance becoming ,ipparent or arising within one (1) year .)fl-er conditional acceptance of the public improvements by the City . q Up(in receipt of certification from the Department of Community Development that all requirements have been met, and a one year Guarantee Bond, the City agrees to conditionally accept the public improvements subject to the requirement of completion of all work and correction of drf.iciencies, and maintenance, fur a period of one year. 10. Petitioner agrees to correct any defective work and to por•form any maintenance, upon notification by the city, arising during the period as hereinabove set forth. 11 At such time as all public improvements have been completed in accordance with the City ' s requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and release the PEtitioner's guarantee bond . 17 That Petitioner, 1n consideration of City approval of the application to construct public mainline sewer within the boundaries of easements held by or to be held by the City, does hereby covenant and agree to save, hold harmless and indemnify the City, its officers, agents and employees, for and from all claims, demands, damages, and each and every other obligation that can or could arise from the neglect of Petitioner-, his officers, agents, contractors and employees, or from trespass upon property outside of the easement area, including attorney' s fees and costs, if any, necessarily incurred by the City in defending against such claims, with the intent and purpose that the City shall be made whole with respect to any amounts it may be -equired to pay or be held liable for in connection with exercise of real )r assumed privileges afforded Petitioner for sewer construction purposes t1 the parties hereto adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreemont at or prior to the time this agreement is executed on behalf of the City Petitioner further agrees to maintain said bond in full force and effect until otherwise authorized by the City in writing. 3 IN WI ME SS WNERE , the pw,t i(— h,Avo oxoc:uted th agreemont pier iit,ant t, authority vested in each of them. CI'I-Y OF TIGARD: PUTI1 IUNER: Tic�i Etst. Assoc.,,iwe, l Soink�u�t+►t Li Director of Community DFvvinpmont (Attach Notary Acknowled9ompnt, hereto) e�u�.u,vn �,�vtav s1 i�l�i Return '<jgned Copy to �_..�_97 (JN dmj/0914S) — A - CITY OFYIFA RD No. 2547? 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 t Name Address Lot �! Block/Map Subdivision/Address Permit N's81dg. Plumb Crash Check J __.__ — - Sewer Other Other Rec. By Acct. No. Description _ Amount 10.432 Building Permit Fees 10-431-600 Plumbing Permit-Fee-- 10-431-601 ermit_Feec10-431.601 Mechanical Permit Fees _ 10-230.501_ State Bldg. Tax 10.433 plans Check Fee_ _30.44_3 Sewer Connection T_ _ 30.444 _ — Sewer Inspection- 51-448—.-- nspection51.448 Street Syst. Dev. Charge 52.449.610 Pa•!cs I Syst. Dev. Charge 52.449-62.0 Parks 11 Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax _ 10.434 Alarm Permit - 10 227 Bail _ 10.455- Fines -Traffic/Misd/Parking 10.230 _ CPTA Traffic/Misd/Vic. Asst. 10.456 Indigent Defense 30.122.401 Sewer Service/USA 30.122402 Sewer Service/City 30% 30-123 Sewer SevicelCity Maint. — 30-125 Unmatched 31124— Storm Drainage 40.475 ncroft Prin. Pymt. 40.471 Bancroft Int. Pymt. r- (---- ----- - TOTAL `� •i - CUSTOMER 1 PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: _ rtl��,d �12� u�E _ DATE: i2E- ?7G✓�.P�E�9-sT �N�s�T�.eM �t7�JE7es ACCT. q DESCRIPTION AMOUNT 10--22000 Refundable Performance Bond Deposit $_ 10-43500 _ Sign Permits HOP TU 10-43600 Public Sewer Plan Check/Inspection Fee 10-43600 Public _1torm Plan Check/Inspection Fee $�_ 10--43600 _ Street Dedication/Public Improvement Fee 10--43600 Street 0 Rniny.Permit 10-43601 Street and Traffic Marking 21-44200 Street Light Fee $ 10-43700 Subdivision Applications : S MLP 10--43600 Zoning Applications- 7C CPA ZOA PD Misc SCE Cu SLPy 10-44000 Other Planning Fees : SDR Non refundable portion of Appeal Fees $ _ 10-22000 _ Refundable portion- of Appeal Fees 10-45100 Document Sales: Engrg- _. -----______ _Planning_ — Bldg. $__^ 1" -43000 Business Tax 6,r• TOTAL 1045P/0023P e > i 0r` Nr, N0NNN CJI U .00• Nmm0 .0 .0 .4 a, I N Z In 1 00 In N 0• N CD I J 01 rd d CQ i p: m 0 M A � H o m W ICMI (k X i 0 N M IL r sN V Z a �� w W C, f� W U H I U.J K a 0 O- N H 0 X w O;. --- -- - m G Y .+ 0` F O h In u) In O In In In Ih 2 n W A ui () w zn Z 0f-• Nr` NInrV NN N o Z = Q7 D Jam. Q _j? O 0 NCOMO � � -�O 0` c <>m J Is,. N ro In N 6 art 0 co aluj U Io J O O ru Q Z g tj O r u O mmmmmmm W nnCWJlcnLnnnn Ln F' -• a w c0 U' Ur 000 .eur g Z .a C W QQQQ4dQ n N Z ui cD GOUOGOnI O Ir a 0 0 'D c, f* r') Cil Ld ry V O I I I 1 1 I I I fr J IQQd4dQca W ru W WOOOOOQ OO q ru Z A > N4itCOCUr- 90N � ' JN '� w OCUNNNInu7 - � = rwIV �• 4 (`) N N rd NC`) r) r+) Y Q s .4 N4 .a .-r r♦ V m Q a r` w 1 1 1 1 1 1 1 1 w 2w a , Q J a 1- O 0 C7 0 U) In In Va J M9 N r + fUNNRlC� C7C1 Z UI 41 r +) Ir, In Ir, W p F- x O .a C7 3 ,-M r• 5 (Q n p to O r. NIU f') H U, 13 r. qp 0) �„ co Z� m tr I O ort r. r. r r- r- I,- r• r1iIMrnW (Il nWIIIC7 7 'nnQ� O � ON � j = W V x00000000 - i ur xO�N ~ Va � � O Q' 0' 0' T ap rp C` 0- V m > r41 0 �� x _ ° Z � r, r. nrr• r` r, r` r a Zai - N L J ooaororororoaorow ! w Q r T1CO � � tAmWrA � � � Q 1u I l i l l I I I I Ycc2 Y u 0 P 0 Cr R 0 0. 0, R Q r o c �� 0 0 c') 11 ui d a 0000 11 .; 1111 1A Y '2L "6 P 00'E I �7z -b -1.S 'HW Q3Z15?13AG 11-0 1 r -- - == W " 2 I1 �_ � Aft r� �. I ,I "3 (022.57 '16 -- -. Z33,60 �� k� •�` CLEAN - O �• Q I.E. Z 3G,0 1 YJ C V y- oIM 234.00 �_� `,\ "�\ , , v0 23►.80 , '•,♦ -� 1 i 0 •. DETENTION M H - ••�•,� ' y/ /\ CLRIM EA -OUT - - - �•� , Z 360 SD 1.E, 2. Z0) E IN ZZ9.80 N E OUT ZZ9. (e0 OVER FLOW EL 234.`i }pRIFICE SIZE =3.16ol I MN. 5 .-4-(540 8 6' 3. 6,3 % STA. 9{23 i • I.E. 2.25.R IZIM 231.80 1:4-1 . ?_ Z 9.0 � I DET Nt'I O N I IZIM �Z� IPJ r SOU 2 ;f fl, I r' c Z -%4 K) PLow e S1�E - 3 74 " 4' - f r -• o JT DRIM Z,381 30 • --ice } Cl J LTE►,1'1' N M H — 4 y 06� h o I. E. ,Ou Z351.?s0 OV RFLO':N. tL. L39 $..� . 7 O -IC-P- $(ZE - 3. 4"1" 0 H� 7A. Io+ DET TION 3 f ' \°►� '; V- Ire IN ;o OVER Z-3 OR IF, c5,00) s ' VIA- . i FRIM C ' N♦ j � 1 � r A l • � 1 � � n � � ....._ ��.-�_.-.- .-rte .� . r�r.. .. ,i_..-. . � • .-r. ..�-- �I .. �tf+C s c. �•r�v s�C �H C' c�sem.t1�-� / MmutrRNuum CITY OF TIGARD, OREGON TO: Keith Liden August 4, 1987 FROM: William A. Monahan, Director, �i�� Community Development SUBJECT: Portland Fixture (SDR 87- 15) The Courci1 last night discussed the issues related to the Portland Fixture project. I would like to have you contact Paul Gram of Mercury Development to go over all of the issues contained in this memo. Following are the items that are of concern: 1 Page 2, Agency and NPO Comments Council was concerned about the Fire District comment that we need the Fire District to sign off on the project. 2 . Also on page 2, Engineerina Division Comments, Item No. 5: The two primary access pointe. We need to review this and convince the Council that the driveway locations which have been granted are in conformance with the State and makes sense relative to traffic circulation on Pacific Highway and signalizaticti of Pacific Highway . 3 . Landscaping and buffering. The fifteen foot wide buffer strip that will be provided along all properties that are residentially zoned. The question there is, where will the fence be? Also within 1kat section, the staff pointed out that the buffering and fencing will have minimal effect relating to sound deflec�iun or absorption. The Council is concerned about noise and how we will contain that noise within the commercial development. Page 3, Item 2, Noise• Council is concerned about the HVAC systems They're not comfortable with the follow up later. They want the decision nailed d--in now. 9, Paso 4, Item 3, Trees • We need to make sure that at least the minimum landscaping is provided for Alsv, we need to get assurances from the developer that the trees that will be placed will b- matu••e enough to have a positive effect at the time of planting. t, Page 4, Item 4, fcignage . We have discussed an increase of 50 percent in 4iie and height an increase of 25 percent. We need to clarify what we are approving and what the justification is There is concern that the increase may not be justified due to the u.sibility of this site on the highway Council has expressed that the increase may be only for commercial benefit P"a 2 August 4, 1987 1 Page 4, 'Item C;, (Derision: The over-riding theme here is that the Council wants us to tie down any conditions now in the process, not later. Trash pickup was rioted. The Council prefers moving the trash receptacles because they feel ' that the restrictions are not enforceable. They questioned whether the dumpsters can be enclosed units that are accessed only by a tube from inside the building. The concerns related again to the wall and how it ties into the landscaping and mitigation of noise, work on the loading dock and the possible noise from it, and the overall effect of noise on tt,e neighborhood . w 8 Concerns related to 8 and 9 on page 5 T\.eems number 10 arid 11 are also concerns . The question there is when the approval by thz Planning Director will take place. The Council wants these ironed out now. 9 One ficial item not mentioned in the Staff Report is the outside lighting. Council wants to know how the lights will Fre angled to prevent adverse effect on the neighboring properties What I would like you to do, Keith, is to discuss the issues further with Paul Gram of Portland Fixture today or tomorrow. I t.olkpd with Paul this morning and advised him of these concerns and told him thiet a copy of the memo would be available for him this afternoon. You should call him and set up a time to di-icuss them. His number is 223-2108. We' 11 try to get answers to all of these issues today and tomorrow so that you can advise me of where we stand sometime Wednesday afternoon. Either Wednesday or Thursday I will call Carolyn Eadon and tell her what progress we've made . We will have that work session with the Council next Monday with Portland Fixture and some neighborhood property owners. Carolyn Eadon has suggested that we make contact to the following three people: Donna Boss, 13555 SW Cresmire; W.1_. Brennan, 13575 SW Cresmire; and, Hal acid Joanne Wiggins, 1362ri SW Stephens Court. Please call these three property owners and tell them what' s going on and when the meeting will be scheduled on Monday . Each should have received a copy of the Final Decision marled on July 21 as they are listed on the mailing in the file. Also pull from the file whatever materials from the prior approvals or this approval you `eel will be helpful in giving the City Council members as mu-h information as they need to evaluate this application. We' ll probably jorI out a supplemental par kelt tomorrow afternoon of those materialA Tt should include a reducti n of landscape plan and site plan cs/0347D 'To : 12 . 0 , C's /-0-i 'T\A1JC:l CNA1J�o \ TLS t'R P-\ T r i r � rV "I T le . C , S$J � 1 �l+xa�� EArST Sl.�►.1.—ST, SEERS F V R��1�•R r ' � �01.1T� /��� 'P�►a!1 �S�.�VAIJCE ? J71, • �I�Id �� ll R(.c.�. �ew.a -� I S t C SOI•�Gt1 ��rC Q4r-AAAC M ��" rek�e%.n", ,0r"r4 �.� ��'`l�� / ��_ ���2��'�� ��-« /" G-'sem"G'f� , 1 August 3, 1987 C\25 OF TIVARD Tigard East Assoc. , inc. REGON P.O. Box 5308 Years of Service Portland, OR 97228 19611186 HLtn: Mr. Dave Zinel Re: Tigard East San. & Storm Sewer Dear Mr. 'Zitrmel: Enclosed, please find the Compliance Agreement and I'erlormrmco Bond k lot in, ' for said project . After signature thereof by the principal (s) and aid, in the case of the bond form, by the surety, pleast• roturn both documents for final processing. After City execution and acknowledgment . copy wilt be transmitted to you, for your file, by the City Recorder . Subsequently, thereafter, the approved public improvement construction plans can be issued upon receipt of a check, in favor of the City of Tigard, Oregon. in the sum of $ 5,856.00 being the said agreement (therein stated) deposit/fee(s) . Yours truly, John S. Hagman Engineering Technician JSII:pjr �./�•y / '..-� 4� r/ e / /U �**41 � �•Zu� rnr�c��.�.z�s �� ab\r �w lroc.c:ty c.\ Cid' ,S ,� v►o *t--V 1s %-A�,,�.,r 13125 SW Weill Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)63V-41/1 - ---- --- - -- srf s SANITARY & STORM SEWER COMPLIANCE AGREEMENT THIS AGREEME=NT dated this _ day of _ _ ____ _ 19_27__, between the CITY OF TIGARD, a municipality of the ;;tate of Oregon, hereinafter termed the "City", and TirLard rast. :lssociates, Inc, hereinafter termed "Petitioner" . W I T N E S S E T H: WHEREAS, Petitioner has applied to the City for approval of constructiun of public mainline sanitary and storm sewers, to be known as Tigard East Sanitary, & Storm Sewer Relocation being within the boundaries of an area illustut%] _ ._ on the at.t.ached Exhibit "A", and by reference made a part hereof; and WHEREAS, the City of Tigard requires applicants for construction of public sewers, and appurtenances thereto, to submit to c..onstruction plan review, construction inspection and testing, arid, further, to provide pe..rfor•manco assurances, to grant public easements and to remit payment of relevant fees and charges; and WHEREAS, the City has approved and adopted the Standard Spec ificatiniis for Public Works Construction Oregon Chapter APWA, for street, storm drain, structure and related work, and Unified Sewerage Agency Sanitary Sewerage rules, regulations and specifications for sanitary sewers via Ordinance No. 84--58 and amendments thereto; and WHEREAS, the public sewer improvements to be constructed by the petitioner are incomplete, and, petitioner has nonetheless requested that the City permit granting of easements to the public, and the parties herein named desire to protect the public interest and assure that the improvement will be installed as required and completed within the time hereinafter sec forth. NOW, I'HEREFORE, in consideration of the foregoing premise and thr covenants and agreements to be kept and performed by the petitioner and petitioners surety, IT IS HEREBY AGREED AS FO1_LOWS. 1 Petitioner shall proceed to complete all public sewer i.mprovemient.s sh-1-In on the improvement plan, approved by the City of Tigard and prepared by _ Mackenzie Engineering, Inc. (Portland, ORS _ . dated JunE, 30. 1986 ; said improvement to be completed no later than one (1) yoar from the date of this agreement and Petitioner hereby agrees to comply with all ruli- , regulations and specifications set forth by the City and, to use orlly such materials and to follow such designs as is required to conform therc,ti, Petitioner shall provide certification of installation conformance and unr as--built mylar, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvampnt work fur Pity conditional acceptance consideration. 7 To assure compliance with the City' s requirements and tho prnvisior,-i thereof, Petitioner agrees to obtain, provide and trader 14- the City ,d surety bond(g) in form approved by the City , with liability it gkri ,um-rit equal to the contract price of $_14(2,4QQ.4XL . , print to City i ssuarnt t• -f permit or approved construction plans for construction of sAid improvements Pet.itionrr ' s contractor shell br Iicensvd, bundod 141 10 insured. 1 3 . In the event that the Petitioner shall fail , neglect, or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time specified, upon ten (10) days notice by the City to the Petitioner and the Petitioner' s surety, and such default and failure to proceed continuing thereafter, the City may at is option proceed to have the work completed and charge the costs thereof against the Petitioner and the Petitioner's surety and in the event the same be not paid, bring an action on said bond to recover the amount: thereof In the event that su( h Section be brought, tAe Petitioner and (ho Petitioner's surety shall be required to promise and agree to pay, in addition to the amounts arcruin�j and allowable, such sum as the court shall adjudge reasonable as attorney's fees and cost incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may at its option bring proceedings to enforce against the Petitioner and/or Petitioner' s surety, specific performance of the contract and compliance with the standards adoptod by the City of Tigard, and in any event, in a like manner, tht, City shall be entitled to recover such sums as the court may adjudge reasonable for the City attorney's fees and cost, both in the trial Court and and Appellate Court, if any, 4 Petitioner, concurrent with the execution hereof, agrc-o!i to pay tiw following fees and charges a. A plan check and inspection fee to cover the cost of City review of public mainline construction plans and, in the City' s interest, periodic inspection of mainline construction (except building connections) in the amount of $ 5,856.00 b. A connection permit fee to cover the cost of processing building sanitary sewerage connection permit applications and performing inspection of building connection(s) . Said fee to be determined, levied, and paid prior to connection of building sewers to (this) public mainline Sewer C . A surcharge to connect directly or indirectly (strike inapplicable word) to an existing public mainline sanitary sewer which was installed without cost. to the Petitioner Said surcharge to be determined, levied, and paid (by the Petitioner) in accord with terms of agreement between the City and _ NA `^! d A monthly sewer servic -, charge for use of thn public sanitary sewar. system While the City agrees to make periodic inspoc t.i ons as in thc, judgment is necessary to assure compliance, the Petitioner agi-pos ti, provide certification that the improvement ha!i boon installed in accord with City standards and the approved improvement plan, said rertific,at. itin to be signed by a registered civil engineer n The Po-titioner agrees to prrtvide the City with 48 hour advance not.i►41 tit ( ommt-nr oment c)f construe t i q an:i, al cry 11 hour advoancv nn' it a -it roqur•stoed fionId inspectiorri The Petitioner agrees I(- ii•suro Lha t Pet it i(triererntliner.► 11htaiit- accurate as--built (fiPl%) .onst.ru( Linn rocurd, of said sowe► inst„illMt I it, and, also, agrees to insure that the City is furnished with one a( curmte as—built mylar ti—roof and, further, with arcurntLor legal descriptlons tit all necessary easements . e. 8. At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall submit the afore-,aid "certificate of installation conformance" to the City to notify tht, City of readiness for conditional acceptance inspection and, then, upon notification by the Department of Community Development that the requirements of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond, if not already provided with the performance bond, form approved by the City, to provide for correction of any incomplete work or any defective work or maintenance becoming apparent or arising within one (1) year after conditional accoptance of the public improvements by the City . 9. Upon receipt of certification from the Department of Community Development that, all requirements have been met, and a ono year Guar-ar.teo Bund, the City agrees to conditionally accept the public improvements subject to the requirement of completion of all work and correction of deficiencies, and maintenance, for a period of one year. 10. Petitioner agrees to correct any defective work and to perform any maintenance, upon notification by rhe city, ar•isinq during the por wd as hereinabove set forth. 11 At such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notiFy the laity of readiness for final inspection and upon certification by the Department of Community Development that all requirements of the City have been met, the Council agrees to accept said improvements, for operation and maintenance responsibility, and relaase the Petitioner's guarantee bond . 12. That Petitioner, in consideration of City approval of the application to construct public mainline sewer within the boundaries of easements held by or to be held by the City, does hereby covenant and agree to save, hold harmless and indemnify the City, its officers, agents and employees, for and from all claims, demands, damages, and each and every other obligation that can or could arise from the neglect of Petitioner, his officers, agents, contractors and employees, or from trespass upon property outside of the easement area, including attorney' s tees and costs, it' any, necessarily incurred by the City in defending against such Flaims, with the intent and purpose that thc. City shall be made whole with respect to any amounts it may be required to pay or be held liable for in connection with exercise of real car assumed privileges afforded Petitioner for sewer construction purposes. 13 the parties hereto adopt the form of per•formanco bond, cupy whervof is hereto attached and by reference made a part hereof, and Petitioner ayroes to cause to have said bond executed and filed wit h the city c one urr++nt l y with the execution of this agreement at or prior to the limo this agreement is executed on behalf of the City Petitioner- fur t her Hg, ars to maintain said bond in full force and effovt unt i 1 ot.her•wise author c;od icy the City in writing 3 IN WITNESS WHEREOF', the parties have executed this agreement pursuant to authority vested in each of them, CITY OF TIGARD: PETITIONER: Tioaxd Fact AS�oc.� Inc. . Director of Community Development (Attach Notary Acknowlodgomont. hereto) Return Signed Copy t(i Pigs. Hgc_5306 R1 ..dt 97228 (JH dm j/02 14!,1 LE'rrEK Or CoMMI•rr41•;N•r (Performance Bond) We have received from ( landing institution) a loan commitment in the amount of $ 146,400.00 , to finance- relocation of a sewer lines located in the, City of Tigard , said re ovation being; commonly known as Tigard EastSewer llelomitim . This loan commitment is specifically for Con- struction purposes for: (or -$---------------------------et,{- t1le �rfeltMatel-fie e�- rrmmtitZltent-iYas-iYerr-a �otated-fe r-eomt-n�ct-itm-�wt�o --f i-rrrpTri i,...b z- �--��-pvb3ie-at ret,i r-�fre-brei i-►r -ek�i-vewe� ,- }tr+►aa+:,-�;-i.l�++�+-lk�� Fid, Trg-andtar b 2) sanitary and storm sewers ��--ei e�n+c�rt-t��w++t+`+ �►a--+++edN+- },l MI I'd upiluilt. All such improvements at, Lo be completed in conformity with City approved construction plans and tilt, Proleca amplia'ne agreement thereinrel;ilyd . Wr have agreed that disbursements of the %46t400.Owill be made in accord with Lilt, following schedule upon completion of each. or all , itenl(s) ; but not including; tilt• hold-back described below. ITEM AMOUNT Site Preparation/Grading $68,000 Concrete Curb N.A. Street (base rock, leveling rock, base A.C. ) N.A. Sanitary Sewer b appurtances $24,720 _ Storm Sewer 6 appurtances $53,680 Water Line 3 appurtances N.A. Gas Line b appurtances _ N.A. _- Underground Telephone 6 Electrical N.A. Concrete Sidewalk S Driveway Aprons N.& Asphalt (street overlay) -N.A. _ W_ Street Light ink N A _------_- --- _- Miscellanvous (paLllways, landscaping, mailbox clusters, etc. ) Wt, have entered into a "San, g St. steer cx=lianoe Agreement " whert,hs we 1i;lvl• agroud to install ail improvements in accordance with tilt, io(Illirelurnts 411 th-, C i l �. of Tigard and we are hereby authorizing you to 11.11d tilt- :lbovc-st'll r i I un.1 • Itt pay them to us only when the following has been ;Idhrred It,: That the• City of Tigard has provided ccrt it icat ion acknowledging completion of any or all w01•k purzuant to the above itemized schedule of improvement 11ursuant to LK. above schedule, 202 of tilt, commilnlont lum1&• t i . "�'ll(1,fX1 ► �1i I I he held hack Lhruugh the normal tn11 ',-t .11 gilat -tilt t•t• 1-1 -d .t1 ung I 1 in.11 C i 1 v Avvv1)t rince o f t he pro jec•t t akvs p I.Ict- 1,1I 11111 1 1 1 111 t'11 a I 111 114.1.1, .1 Nep;lraty ma liltt-nance bond, effective Iot ICI id I)llt• Yt .11 114.1 Intl IItilt, 111. .1.11 . ,11 _gjj lttltLal ivl- acceptallev of the Wtll k , it, assul t• void inut-d 1 I et•d,1u; I 1 tm• defects, ;Ind nlaintenancv, during; tilt, g1l,lranlet, pt'riod . Page 2 Letter of Commitment Concurrent with tilt• final release of these funds , establishment proceedings gill be instituted. It is understood and apprdved by all parties of concern to this letter of commitment that the City of Tigard shall have first claim and priority to the sum of $�6,AQ0�00 less disbursements approved by the City of Tigard, in tale event of any defect (S)Air failures) to correct such in the construction of the required improvements . It is further understood and agreed that the aforsaid priurity of claim is paramount to all parties including the lending institution making the lean and that the lending institution has covenanted and agreed that the sum of $146,400.00 less disbursements approved by the City of Tigard shall be held available to satisfy any aformentioned claim by the City notwithstanding default on loin h�' borrowing party or termination of loan by lending institution. DATE. Sincerely yours , Tigard East Assoc. , Inc. Approved and Accepted : By: (Title) (Lending Intitution) � BY: (Attich notary iwormat ton ,in,! (Title) signaturv(s) authorityl 1 51&NAL PL AN DAC/f/C YINY WEST AT PARK Sr Tye e C, A6 _?dIC \ \ �} f'h p 7 p 20 F �\ • \ TC ® Maintain and protlect exllting poorer Pole (pour source , A A\ \ CRANNEL A C NANIVIEL B /7 �\\ POLE N07 FIRE PRE- EMPTION OPERATION ExItIIng mode) 170 r'untroller I'n Wit1 Sat cabinet (m6c\ Srin. //f G5,.27 o O Raloc.ated'aeudet 17U controller in raodt' 312 cabinet on new foundation Cj! CA��5 - T� �PWk C �\�\ ' Cont/n�a,1rR•>✓b Gvrrhrfr' �1` r''on fro Ilan i T4s/ P� N0. If 2" \\ Install Z Inch conduit stub t.ut tcap both ends) (i/ Syb /0--He,L-e 74' - �- Install phase Ph vehicle s1 flay e Install phase (Ph) programreed vell4cle sign � al ) Ti and -asf Access Cvnfrb/ler ------- ------ ---- --- - --------- .•..� CJ/ V i � W (oypro.� 900 f>~) --- Install type (f) modified pedestrian slyrwl = fes Ig •--�......�.. //��'�� 2" V x" (is'!a1 Install Phase (Ph) pedestrian pushbutton with instructioc sign C _ ��CC..NN 1 Q` I C � Install Interior 111umfnpted "LEFT ItNFti SIGI'u1l" sign10 10 C.3 Install interior illuminated right arrow "ONLY" ifiglt,• I R _ ---- - --�1 �• z" kwjwve eAlstiny pedestrian pedestal and appvrtadces V1 J I mo€ VMaintain and Vrutect-'existiuq Pedettrlanpe dosul 111i'tall typr (1) sta�dard traffic sigrnal hast arwr pole___ Install (L) ft. traf`flc signal mast u m PACIFIC NWY _ -t____ j "'-'� ,t � � BF, Install double wast ir: pole (non-standard, see special provisions) l \ 4SBA 1 TG Install 8" A 18" A 6± terminal cabinet with secthunai tenslnal blocks as connectors -WEST Install 221" x 121" it 13" precast concrete ,)unction box with yalvsnix*d 1 C r 19 a IC `� - - 4ibE cast Iron cover or cgat aluminum cover of equal strength 1 ` n Install r71" x 101' 12" precast concrete ,.action box wi i \✓ _ th galvanized � ✓ cast iron cover or cyst aluminum cover of equal strength haintaln and protect`exlsting pedestrian pushbutton andsign • 1 \� —__ - - acs•' Install (S) Inch eiegtrical condult 1 rlrinuln and protect rsxistin9 electrical condwrit Spy Install channel (Ch)9 (N)-way fire pre-emption detector elfin 1 - - _ Install channel (Ch) 4irir fir -- ) Pre-earPiton Qrtactor leader cable 19 Install 110 volt rester slrvics Install service cabinet with 60 amp circuit breaker r Install sidewall reap, per Standard Drawing No. 207.70 ---1 C5 C ! .�-- �- �/ Install double sidewalk ramp n � � POL E /V0. 8 �Z�/ per standard Drawing No. 20178 � C8 I t 2" SP ( '57'S/tt. 77-9z' Rf /Q'f �L^� ami" 4_779_ Rewuve +:xlsttny wwst am pole ano , rtances '♦ �C 1 r r�\ T = ?y�ie :;awn 5 =- ',r.r• >huwn � G/+u 38 Length shown l � �" s y G/1 = i,!•wn►ra1 strewn � ,rs Cr-1 ME ROLE /V_0 III 19 1 l C Install and M. 6 typo THWN wire (signal srstear coo0oa) � 0 7" � P1y+n Phase shown A = Sta;rdard plu.lbltri PN Sfc1' /0.9v, Rf /P'J t 1 1°Iw Nivun carr shM Q C C own 5 a klevotor plumbrter Install (N) ho, 14 t,�pe THMN wires C G = AWG size. shown 4,56 ar 12"R, 12"1s 12"GLAJ � W 4,64 ¢ 12"R, 12.1, 12"GLIA Install (N) No, (G) type TAMN, TV, of THN wins CID � Install post wanted lane control sign 36. ts7 l tx,stlny interconnect csbie Ustallod Per lhstructiuns in spe,.4) proeisluns �j 4: . G \ `fit✓ ', In;td1I 6 parr hb 79 you9e mteftVo+nect cab/c ,����`o l►N°rE•Gb OREGON STATE K,G H MAY DIVISION �A// --- - --D --►I 1 -� o� `Ma r� TRAFFIC NGIN ¢ENING SECTION �0—�"'� oh �-- '----�► -N �' "" TRAFFIC SiONAL WSTAL L ATION A'=''r t\ �'�z - -♦' i '� —`-�' t IT16ARD FAST SNBPPiNG CENTER SEDC, PACIFIC N 10 N WAY WES I" ---- --- WASHINGTON COUNTY f slog• el. [(.I! ft e. DartTypr c �` x90 IRhose a'�4 Phase 41`6 Phase /foSltatoeNORhl AL PHAS£ ROTATION e� �q 9�24_. T T GARP, FAST SEWER t... `rWAIxY` - -~ 1 �' P..�.�..Y y4., 1 i' �• �;l ,: i` 1 ti: ... +rsa i�• 1a` MF' :� e. .i'• r► ' -_ � .. "� 1-J , ► a."�w•,� .. "*-,��.at•,,..e,.w.*, .,,�. ..',�.# MI l NOTE : IF THIS M ICFX.IF I LMED 2 3 4 5 6 7 6 J 10 12 DRAWING IS LESS CLEAR THAN THIS NOT ICTro IT IS DUE TO -QUALITY OF THE ORIGINAL „ DRAWING. ."" - -- --- —._____._--------__-- __- 0E 62 8Z LZ 92 SZ dZ EZ ZZ IZ OZ 61 91 LI 91 SI fil C1 Zt 11 01 6 9 L 9 S b► E Z I ""a'" ,,--''� hlt���II111111�111111111�1111IIHI�IIIt�It1JlIIIIII�IiHI10II�N41+N#1�111tIIIt>!lMII�IiN�I111Hlli�ttt11�1111�II�Il1111l11i{11#II�WHlI1(�1111�IIIIillllit111ti1i�111d�IIllltitIltt�I111�itlow Nl�I<'��11I11111I�1111III11�IIII�1�Jl1 �lILUIJEIJJ11rWJll11Ulll��u�11 �1111 JULY 1992 .._•.. -..-•.....r..yYrk �_...._..-y"r +/+•Yr a..__ 4 ,. „ 'i OF ..r... r Dt r6' r0R PLA1V P�C/ -1C HN-;V« w4,s�r,4r P.4Rh' sr. o 20 so eo GTV) NX \ 3 \ \ V16� l9 c F ,� IX ' /7 qV v qkr" �7 2 . IV 0 1 — -- -- 1 OC ;►anal iulltroller per signal plan ` }-� ® lnstall phase (Pill vehicle dctectur luop ' 1 1 \\ 4)7 10 I J5L In,:all phase (Phi 4 ft. dlanund vehicle deteCtur loop (4 turns of XFiNY wire) 1 e� _la _ i 4'r so' wEs r HWPACT ) I f--_ �.--'_—_ -- ,tnYta i O Phase (Ph) loop fer4cr cables lostalI (N) pair of No. 14 Pift wires twisted 4 to o turns per foot from loop to junction box. too splices outsl%tif junc«tion bov. \ W ) Install fS? inch electrical conduit Q 1 1 _ _ , I \'� F -� �- -- Install 17'." • 101, as '' ■ 12" prvca,t concrrt.e �unetibov btx with gale. ct r — iron cover or Last aluminum of equal strongth _.� 1 iy w ;� � Install 12` x 10" x 6 yely. cast Iron jmnctiort box with sidewalk �a af�v � 9as►eted 9alr. steel eov@r Maintain and prptect existing conduit run '(incivas two 2" conduits u►d one l" conduit i /• Ic t /2 �� �`r —�___ 5� '� ® iri�ta(( t2'4 IZ.*'.tl' precast eoacmts, yvrKt ton bexa with "iy. t tion • I" l` T '� I ��, _ 1 / J� /� /' cover or cast •ilum;nurr+ covtr rgS+at shtnyth. b F i _ 1 Ph s P►.ase shown V f _� N er of cables huwn L/orf+ utab C a L S W O ' ,-, •- "kk ��J (� N - NwtK,rr StiOwA �. 3 S t[c shown F� Loop No _ Phase Fun&-ion y. TIGARD EAST -�5 -- — �' 4 ( _ 2 E,C 5 — Et , -Controller• CCO _ S f Cabine - �,' W , — C - ECco - —• 'A — ee,co,n —slot r?c. COP1�o4 eC,D PRELIMINARY lie C,CO - 4 — ' • MAR 311987 E,C,co,o��s TO MUTUAL REVIEW 2s --a EI c SUBJECT S :Series, E-Extem-11 on, C -Co//, CO'c'orry oved', O Dei(o y sse rE'S Drrwg.No /47/ for Coop Oet>actor Drlallit ►a 0 R E ON SYATE HIGHWAY DIVISION cenAe'- 0/0'/bops in trove/ %nes or as .rhown y�t�M,�►"+�* ,* TRAFFIC ENGINEERING SECTION LOOP DETECTOR WlR/NG DIAGRAM TRAFFIC SIGNAL /1V,5rA4LAr10PV T/GA RD eAsr smopP/NG CFNTER sFc PACIf1C HIGHWAY weer wA6Hiwro1r covivrie Part L_�ugrr_•[1, TIGARD EAST SEWEF. �►le"`� r 12 OF cceeo .. - /9 I< i _ . ... ., � . �� ��II�� �� � ..cuE4, '►'�'f.'� :;M. nY,l '�,I� :1: i' e . ....T'.:. '' _ .. ,.. i '•vYw:„ �•�n a^ ,. .... ,.. ._ .-». «,» .. +r« a ,.:._ _. . _�..�__.. ... , .......- vll�.n «.x.,`„ ..._.�•m-..•„tea. �i� .. ,.. .. i *fi,.i M.M 11M.rk'.w. a t r rl. _ . - L •--.. ._ _ "._ �,_ �y.�• '`+. •.« ..r. t_.,,,. •-.w•Rr..�. s! 1 . ,,��1!,,. . ._...._....._.._. ...._. _. „.... .,._ .«,...... ___ ,., «a J i�, + '.iq 1 , J - i .yw,,,� wa1 �.. ,.�-.r.. . ,. r•'T a. w•..►»-v •^-'9�w°T-+....+�..��...7G'M •..y»:::_-- ..r...,....._..-..r �....• w.�.. _.—......._.— -.". �- • N�S':.$.id.."� n}'ik., 'ijTt.4:k«, . ' I � I11111g+IIIII ' I, I� III-I.}ll '��I I � t � l ' ��'t Iltll t � t �l � �tt I (l ) l 1 �1�1 (I � I tilllt1 � 1 � 1III t11Jill- l`� r t � tltlllllllr � t tIIllli I I I I I I I I I iIIIItI I iIIIIII 111111`11 1 111111I 1 III1Iii ' IIIIIiI I '. -I- 2 3 4 5 6 7 8 9 10 i I 12 . NOTE : IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOT ICir;-'IT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. - - - OE 6Z 8Z LZ 9Z SZ tiZ EZ ZZ 13 OZ 61 81 L 1 91 S1 b I E 1 21 11 01 - 6 9 L 9 S to E Z I *$""" •�,,.�'''�" �►IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIiIIIIIII�,I,IItIJ�lIIi1�1`I�IUN11�1#fIIII1��II�cIti11�1�1�1111�iNl�I�lill11111,11!I�IIiIIIi11I1J�1�111�h111�1111I1111111II�IIIi�1111�1i11I111llttlt,�1111�1111�1111� t1111u11I111111111111�11111)llll�li�lll�lluttJll.�llu�llullul��l��� �• � - UL y 1992 r - ......•....... .. __ .. -_: ..,�„4•Ji�•►+i� •.� .._ .�. - _-• _, - ..,.�....'�'•'��---.• — r.u. "_ -•r�tl,req„Rw. _ / ,«...a...r..�.«.....r«_...-._...._.....w,�W,...N.-•-i�+�/.-:'�..... .. _.-., .- '- • ,� � ' .. �. _ y ' CITY OF TIGARD NOTICE OF DECISION SDR 87-15 PORTLAND FIXTURE APPLICATION: A request by Por+l-%nd Fixture Limited Partnership for approval of a 153, 180 square foot retail center and related facilities on property zoned C-G (Commercial General) and located on the southeast side of Pacific Highway 700 feet. south of iW Garrett Street (WCTM 2S1 2CC tax lot 100, 200, 500, 800, 801 , 900 and 901) DECISION Notice is hereby given that the Planning Director for the City of Tigard Fos APPROVED the above application subject to certain conditions. The findings �+nd ( inclusions on which the Director based his decision are as noted below. n FrNDiNG OF FACT 1 Background in 1982 the Tigard City Council approved a revision (Resolution 1182- 132) to the NPO 111 Comprehensive Plan and a Zone Change for these properties from Commercial Professional/General Commercial to General Commercial (CPR 4-82/ZC 18--82) . This change was approved subject to several conditions. Three Sensitive Lands permits have been granted by the Hearings Officer from thi3 property. M 3-82 and SL 6-85 approvals were valid for one year but each expired before land alteration was done . The decision for the third approval, SL 87-08, was granted recently and will expire June 23, 1988 if not acted upon. A Site Development Review (SDR 8-86) was submitted in March, 1986 for approval of a 157,000 square foot retail center and related faciliti Approval with conditions was granted in April es . 1986 but expired after one y0ar'. 2 Vicinity Information The property is adjacent to Pacific Highway along the northwestern frontage and properties zoned C-G lie on the opposite side of the street. Other parcels zoned C-G are situated immediately to the northeast and southwest along Pacific Highway. The area to the east and south is committed to single family and multiple family residences. The homes to the east and southeast are zoned R-4.5 (Single Family Residential, 4.5 units per acre) and R 3 5 (Single Family Residential, 3 .5 units per acre) respectively and + ho apartments along the remainder of the southern boundary giro rm n conforming units which are zoned C-G. + + tn Information and Prc•posal Description 'ho -Ahject. properties i,,re presently undeveloped except for one 4,644 11u,aro Foot rot.ail buii•iing. A drAinagoway slopes downhill toward lhr ;r1ut,hvrn end of the parcel . the applicants are proposing to develop thp pr pc,r•ties with a 153, 180 square foot shopping center called Tigard East. It is intended that the center will contain a grocery store, drug store, rVstaurtant and assorted shops . NOTICE OF DECISION - SDR 87-15 - PORTLAND FIXTURE - PAGE 1 The site plans submitted for this project are similar to SDR 8-86 regarding building placement and site design. There has been a reduction in the total building floor area and adjustments have been made in placing fewer loading and trash pick-up areas in the rear of 'the property near residential areas. 4. Agency and NPO Comments ThQ State Highway Division has reviewed this proposal and state that they are familiar with this development since they have reviewed it sav,iral times . The present proposal appears fine to them. The Tualatin Rural Fire Protection District has considered the proposal anti has responded that any new traffic signal to be installed must be equipped with opticom controls . They are somewhat concerned that this site or development could cause the 3000 gpm fire flow requirement to be exc4,Vdod it is required Lhat an autumatic sprinkler protection sysloni be incorporated into all buildings in this development NPO N1 considered the proposal and has offered the folluwin,l recommendations : I . Fencing should be solid wood (with no gaps) or made of concrete or brick and 8 feet high. 2 . There should be adequate sound deflection of heat/air conditioning systems. 3 . Truck traffic in rear of buildings should be limited in their time of operation. The Engineering Division has provided the following findings: I . Notice of Final Order SL 8.7-08 became fine on July 6, 1987. 2. Site Development Review SDR 08-•86 expired on April 21 , 1987. 3 . The proposed development fronts State of Oregon right-of way, namply SW Pacific Highway*; a frontage road exists therealong. 4. An existing City 8" sanitary sewerage main-line facility and storm drainageway traverses applicant' s site, both draining .lonrrNlly northeasterly . 5. The applicant proposes to develop a retail shopping center- wish two primary (signalized) access points and one right in right ,xrt mirror access point. The applicant further proposes to realign the rxi.t �rut public sanitary sewer•&-le line ;%nd install a closed conduit storm .awur line, traversing the site, tro Pnharce public operation and mNir,tvnriin, r thereof while facilitating site structure layout. 6 Further, the applicant, has acknowledged awareness of t ht, nrcld I'm i,410 is already participating in) action to vacate ri portion clf purli, roadway running "through" the property, to improve the purtun t roadway running fr•um the property to SW Pwrk Strept intorioct tot, NOTICE OF DECISION - SDR 87- 1', PORTLAND FIXTURE -- PAGE 2 (providing access to adjacent tracts), to acquire fronting s'-'r•Ptus property from the State, to landscape the frontage, to modify ar, existing traffic signal and add a new traffic signal, in an endeavor to develop the site. The Building Division, Portland General Electric and the Tigard Water District all reviewed this proposal and have no objections to it No other comments were received concerning this proposal B. ANALYSIS AND CONCLUSION The proposed project is consistent with Community Development Code provisions pertaining to vehicular access, building setbacks, lot cover•aye, visual clearance and parking. The following topics warrant further discussion regarding conformance with CnHo requirements 1 . Landscaping and Buffering The minimum landscaping requirement for developed properties in the C-G zone is 15%. Acrording to the Site P,'An and Planting Plan provided by the applicants , this minimum requirement will be met. These plans indicate that & 15 foot wide buffer strip will be provided along all properties that are residentially zoned. As noted in the staff report SDR 8-86 concern remains whether the proposed fence will adequately deal with the potential for adverse noise impacts. The Site Plan indicates three loading and/or trash collection areas which are to be located behind the proposed buildings and along the rear property lines . Although this number has been reduced from six such locations proposed in SDR 8 -86, he potential for adverse noise impacts have not necessarily been reduced . NPO #1 suggested in SDR 8-86 that the fence should include wooden slats and that no loading or trash pick-up should occur prior to 7 AM. As proposed, the screening, buffering and fencing will have minimal effect relating to sound deflection or absorption. To better serve the intent of the Code to minimize commercial impacts spilling into residential areas and consistent with a condition of approval stated in SDR 8-86, it is recommended that a 8 foot high fence or masonry wall be situated along all residentially zoned parcels , to addition, a loading and delivery curfew between the hours of 10 PM and 6 AM should be observed, 7 Noise A sNcond noise issue unrelated to the mitigation of leading and trash collection impacts concerns the heating, ventilation, air and cooling (HVAC) units to be used in heating and cooling the buildings . The Site Plan has identified the nroposed siting of various structures on the property but details are lacking with regard to HVAC: unit p1Hcoment.s On the buildings . Since 14VAC units are sources of potentially constant and incessani noise, sound mitigation controls (vuch as enclosures) should be located arolund these unity residents to diminish in►pacls on nearby NOTICE OP DECISION - SDR 87-15 - PORTLAND FIXTURE - PAGE 3 3 . Trees SDR 8-86 had proposed 592 parking spaces while the current proposal provides 589. Based upon the number of parking spaces in a development, one tree for every seven spaces must be planted in or near the parking area. BecauFe the original landscaping plan showed approximately 60 trees when 85 trees were required, once again staff would like to review this aspect of the plan 9lnce_ tho pro-tont landscaping plan is almost identical to the original 4. Si_q_gA_q e No plans for signage were submitted with this application although SUR 8 86 addressed allowable signage previously. The shopping cen1.or• complex is entitled to one multi--faced, free-standing sign. Contact with the applicant revealed the desire to be considered for an increase in sign area of 50% as permitted in the Community Developmo ni Code when such a request is made during the Site Development Rovion process . This amount of increase allows sufficient sign area to advertise the various tenants in a new development. An incr•easo in height of 25% may also be gained when the " . , , sign' s visual appeal and overall design quality would be served. . . " It is expected that the shopping center will have at least six tonants and perhaps as many as ten or twelve. Therefore, staff supports justification for an increase in sign size. Since no sign designs and plans were submitted and since the applicant provides no reasons for tri increase in sijn height, staff finds no justification for permitting Hn increase in height. C. DLCISION The Planning Director approves SDR 87--15 subject to the following conditions I . UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL HE MLT PRIOR TO ISSUANCI UI BUILDING PERMITS. 2 . The design and configuration of improvements impacting SW Pacific ltighwNy including accessways and signalization, shall be reviewed and approved by the City of Tigard and Oregon Department of Transportation. A Ro,ud Approach Permit from O,D.O.T. and a City—O.D,O.T. -Applicant signali:ati,m agreement is required prior to commencement of street improvement work 3 . Street improvements including lighting, sidewalk, curb, driveway appr-o^4-11, road base and surfacing, traffic: and pedestrian controls int ludinq signalization, signing and pavement marking, closed conduit storm dr•ain.4gv and sanitary sewerage facilities and, also, general utilities, shall tit, installed by the applicant in conformance with City and State roquir•amrr,tr and standards and specifications 4 A1.1 documents relevant to the improvement (dodi, ,4t i,+n, oasanu+r,t tit + shall be on City and State forms; and shall tit, reviewed anti 4p1,t %w%1 thereby prior to recording. A complete copy (If' the .late Road Permit shall be provided to the City NOTICE of DECISION — SDR 87-15 . PORTLAND FIXTURE - PAGE 4 C 4 1, Joint use and maintenance agreements for common driveways shall be provided by the applicant to the City for approval and shall be referenced on and hrcomo part of all applicable parcel Deeds . b 1he final conditions of SL 87-08 shall be considered a part hereof as ttiough inscribed herein in full . ? 1he center shall be entitled to one free—standing sign that does not exceed the allowable sign area by over 50 percent. 8 No deliveries or trash pick—up shall occur at the rear of the proiact between the hours of 10 PM and 6 AM. Q A. solid wood fence or masonry wall which is a feet in height shall be installed along the property line where the subject praperty abuts the R--3 .5 and R-4.5 zoning districts. Said fence shall be constructed prior to the issuance of building permits . 10. The location and method for noise reduction for the HVAC systems shall be approved by the Planning Director. 11 . The landscaping plan shall be revised to meet Code requirements for trees within parking areas . 12 , This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant & owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies c- 7 . Final Decision: THE DECISION SHALL BE FINAL ON UNLESS AN APPEAL IS FILED. 3 . Appeal : Any party to the decision may appeal this decision in accordance with Section 18 , 32 .290(A) and Section 18 . 32 .370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sant. The deadline for filing of an appal is 3 :30 P.M. 4 , Questions: If you have any questions, please call the City of Tigard f) nning Department, Tigard City Hall, 13125 SW Hall Blvd. , PO Box 23397, la Tigard, Oregon 972.23, 639-4171 . -JP-y1 /D)X__)11 7- 21- 97 PREPAREom Dixon, A is nt P ner DATE ment DATE. 6f'PROVFD William A. Monahan, Director of Community Develop U (_,1 11 11 1 1 0-i 1 11 Ll 1 I Ll J � ' � � ��* •• � • . moi►. � ,a� loss � I,� .. ,� � ;.,� ■111111 ii.► •,'� �; •,•• •�'•�■1111 ■� •,� ■ � � ■ � ■■..=1 � ■ NONNI rro■f SII LE ■ Ilii � �� ■ -— son r � • r a .ltaoma /ouaty, O r�ee y TO Date '�J U L 301987__time_�� _ --- �IW,H, ILE YOU WERE OUT M � of Phone_ TELEPHONED PLLASE C"LL RETURNED YOUR CALL WILL CALL AGAIN WANTS TO SEE YOU RUSH Message _ Dd- 57� B �� l� .ham�e L �,sn-►-r o ���le��.; --- cr;o�,,,,,. �> �.or� � I SL 87-4'8 t ����l���aJ f.,�a►H reci. 7 2.� I �� ,,�� b� tz�.r. �z� �c' a�rG�•S recow� VO G``1�tQ' � I ; 1AAC1A� "i�lOr►Sii �� ��C �L'.OT1 " MNtC11.� Por- V% a VK tky- ;ui.Mtu�r�ace CkIr � ( P�„IAVV11 til -av1w%e 4v %& j t � ,(/� O 1T l.fl.'!'1 z�c '!-iT�► S�1�. 'i� �'wt uV 4r'K. v►'r ` � `` 1 1 � ct -- ` t T z��Ess't Ac.oc. Z►nc, �O 8 `GsJ ogo.�r� G� 9 �ZZ�. CA IA s #� ZZ3-Zl 1 Lir Ute, P MACKENZIE ENGINEERING INCORPORATED 0690 SW BANCROFT STREET PURI LAND,OHEGUN 97201 (503)224-9560 July 28, 1987 City of Tigard Attention: Mr. John Hagman 13125 S.W. Nall Blvd. P. 0. Box 2-,397 Tigard, Oregon 9722.3 RE: Tigard East - Public Works Construction Project Number 187572 Dear John: The following information is supplied as requested so that you can expedite the permits for public works construction on the referenced project. 1. Easements for the relocated sanitary and storm sewers are required. In accordance with your request, the legal description and accompanying location sketch are attached for your use. 2. The constriction cost estimate was revised as a result of the slight relocation of the storm and sanitary sewer lines. Also, an estimate of the ditch subdrainage system, including grad-.ng to allow manhole access, has been added. The latter cost was obtained from the 1985 bids, with an adjustment for 1987 increased costs. 3. The grading plan you requested was prepared by Ehmann and Associates, with support on civil related matters by this office, arid specific filling and drainage directions by Rittenhouse-Zeman and AFsociates. The MEI drawings show the existing and finish grade contours, and manhole rims are coordinated with those finish contours. In accordance with our discussion on July 23, 1987, a separate grading plan prepared by Mackenzie Engineering will not be required. 4. A construction sequencing plan needs to hie agreed upon prior to start of construction. The following outline was prepared for your, review. A pre- construction conference should be held prior to project startup to address any changes in this sequencing the contractor might recommend: A. Construct sanitary sewer and storm drainage by-pass lines. Manholes should be accessible at-grade throughout this sitework construction, should the City maintenance forces require access to these facilities. B. Construct ditch subdrainage system in accordance with grading plan by Ehmann. City of Tigard Project Number; 187572 July 28, 1987 Page Number 2 C. Place engineered fill with settlement plates, bringing new manholes up in 4' sections, concurrently with fill . D. Complete other, shallower utilities and prepare building pads. I hope the above information, with attached easements and cost estimate, are adequate to finalize your permit process. Please do not hesitate to call with any questions you may have. Sincerely, David G. Larson, P.E. Projec'. Manager DGL/smk Enclosures cc: Dave Zimel , Tigard East Associates Norm Dowty, R & H Construction Bob Klas, Richard Ehmann & Associates RICHARD C. EHE ANN & ASSOCIATES ARCHHECTS AND PLANNERS 6775 S.W. 111 th Ave, B1,imton, OR 07005 Phone (503) 644-4222, Suite 20 P&emo TO - -T Y c'1 F lam.AP-f7 2 DATE -e-'7 f� 1 -rT t4 cl SUBJECT: I � P�'_► '`� r�F C I T'c� �IE'p v,ry�, �-,� -r u i S �- ��—..►-e._c-_"� � (A1 ' 1 _ �r ,x ��t•c-c_ \Vt �'w AN`f tILST � O�xtS� �y I / ict r r/ 1�'!3/g I k' s Westlake Consultants Inc. 7145 S.W. Varns Rd. Tigard, Oregon 97223 • 503-684-0652 20 ' Easement Storm Drain Tigard East Job No.273-01 July 24, 1987 LEGAL DESCRIPTION A tract of land situate in the S.W. 1/4, Section 2 , T.2S. , R. 1W. , W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows : A 20 .0 foot wide strip of land being 10 .0 feet on each side of the following described centerline: Beginning at a point on the northeasterly line of that tract of land as conveyed to Caron Rubin, recorded in Book 831, Page 415, Washington County deed records, that is South 53°38 ' 52 "East , 454 . 50 feet from the southeasterly right-of-way line of Taylors Bridge Road (C. R. 477) ; thence, North 5°51 ' 52 "West, 260 . 51 feet; thence, North 3°49 '24"East, 543.0 feet; thence, North 34°23 ' 38"East , 206 .00 feet; thence, South 52 °06 ' 34"East, 244.00 feet; thence, North 9°57144"East , 19. 16 feet to a point c)n the southwesterly line of that tract of land conveyed to Roland and Mary Ingalls, recorded in Book 270 , Page 455, Washington County, Oregon, said point being North 50 °28 ' 48"West, 83 .28 feet from the southeast corner of said Ingalls tract and the terminus point of said centerline. The sidelines of said 20 .0 foot wide strip are subject to lengthening and/or Fhortening so t�_LELmiu., rE�c,rl the properboundaries. 11tG15T � >t � D PO or-is 510wAl LAND SJ i!'C R Orr II 1V17 1 . IFOM ,:.(l ar 1 6 4 1 zo y,_0V& 1114 i _ X ,l i W � i 0 a p Ul z Y j I W z n ti w til a Z �I ( P'AW �9� IIV O N V" �� 1J ti y Q Uj �w ui Q A' ? l'' �X ec 0 13 D: 3 WwX Q v N / Uj •o N g , , N il . I 2 a i +. TLU PS aW tv n a� ,0 �� � 'I� ? i 2W 5.; .' • '.�j W p m W C.J,to ' �."q It 1�6 Naj hW ,: /i:''Z4 I'� 2 ► rn p ' 'I I ° d Q N , A9 13 - ti rn roLo Ilglhry I'I!I I in _ =_ -__ _ _ - .'� VACATEd � R/w T4Y�p4; 8- RD _ N ,34',23'38"E 88f 73 14 WY mV m 3 ry 8 STATE OF OREGON l ^1 t•t Count_. Washington SS I Dnnald W. Mason, Director of Assessment and Taxation and Ex-Officio Recorder of Con- veyances for Bald county, do hereby certify thtat file within instrument of writing was received and recorded in book of records of said county. Don i W. Mason, Director of Agge.sqrnent and Tnratinn r. w w COST ESTIMATE PROJECT SIZE JOB N0. LOTS/ACRO PREPARED D�L� CHECKED SHEET OF_? SHEETS DATE -'214—g&& DATE L *ENGINEERED CONSTRUCTION (nN-TRACT) SUBTOTAL COST PER UNI' 4A' c'v-,/d •V IP Storm Drainage i Q 53,b$U Sanitary Sewer Water _ Other Ccntingency ( x ) _ 70TAL ENGINEERED CONSTRUCTION (ON-TRACT) �, �� p0 *IN G;N EP,ED CONSTRUCTION (OFF-TRACT) Streets StGrft Drainage ------._� _------- — Sanitary Sewer Wter Other Contingency ( x TOTAL ENGINEERED CONSTRUCTION (OFF-TRACT) INCIDENTAL COSTS Planninc. Surveying and Engineering Underground Telephone/Power Sanitary Sever Connection Fees Water Connection Fees County. District Inspection A Plat Recording Fees Soils Engineering/Construction Inspectirn, Co,istvuction Management Fees _ 70TA. INCIDENTAL CC', .S TOTAL COST ESTIMATE ' Estimate Based onQ Competitive Bid Unit Prices [CAIN/r/A[ .rE .4�'7 `j iL T h'f .� SC��N�-D CAS'C Si-Kxt��\►�►(.•_CEN''�1Z E1Jl�it � S COST EST114ATE SHEET �� OF _SHEETS EKIJ.INEERED CONSTRUCTION ( -TRACT) STREETS UNIT PRICE QUANTITY EXTENSION Clcaring and Grubbing x x Grading, Including Stripping _Asphaltic Concrete over Rock .Base x x Vertical Concrete Curb _ x x Concrete Curb and Getter (Ty p,e . ) x _ x _ 2"-0 Pock Base Soft Spots) x _ x Sides,ial k:s x x _ X X Subtotal oco — S1ORM DRAINAISE Pipe Including Bedding x _ x Pipe Including Bedding E PE!Jfill _ 35 =' , F'T x � 13Z�_�.F x _ P 'pe ]r.:lu: ing Eedding T— x x _ Pipe lncludirg Bedding E Backfill x x — P�pe Inclu'Jing Bedding x x _ _— Pipe IrcIu ing bedding S Geckfill x — x _ Pipe Including 6e6c;ing x _ x Pipe Including Bedding a Backfill x x St-n and Manholes �I��° 9 x (o x Manholes with Inlet Top x x — Inlets x X Yard Drains x x Headwall with Riprap _ x x Connection to Existing Ston Drainage x x — Pavement Restoration x x Di tches _ x - — x rr Gn1. G-rct�l CC J� �N cJ�-E �_S. x — x x Subtotal = 53,650 s' . -T tZ�NQ S COST J 11NATE SHEET 3 OF SpcETS ENSINURED CONSTRUCTION ( -TRACT SANITARY 'SEWER tWT EXTENSION w Pipe Including Redding x _ x t __ 8 Pipe Including Becding b Backfillj5 Pipe Including Bedding x �t� X x $" DZ Pipe Including Bedding b Backfill �_ - x - Zii �.�- x Pipe Incauding Bedding Z X Pipe Including Bedding b Backfill x — Pipe-Including Bedding X x Pipe Including Bedding b Backfill X x Stan and Manholes l:leanouts ; Trax MA x ` - — X ate_ • � � X - TeesAyes. x - Connection to Existing _ Sanitary Sewer Pavement P.e_storation o tl x I x I —�- •x x __ x x - • - Subtotal A 'ER 47 Pipe Including Bedding x ` X - Pipe Including Bedding b Backfill x _ — — x Pipe Including Bedding x I x -__Pipe Including Bedding b Backfill x z Pipe Including Bedding x x _._ Pipe Including Bedding b Backfill x x -- . Pipe Including Bedding _ x x Pipe Including Bedding b Bickfill x x Services Gate Valve - Gate alve -Gate Valve Gate Valve x x' -`- fire Hydrant Assembly ' x — _ x Tapping Tee with Gate Valve. x x --- 6�o►-r�f5 x — x aavPment Restoration x x _ x x -- x x �._ x - x Subtotal N 52110/'34W \o, rte N 9°5744"E, 51o.o0 - 211.00 A/ 50'28 S.E. COR. l N6.4/.L 5 - E I r i I S .34 � S , Al 34',23'38"E I I I I 244.00 -o 20&.00 5 34'23'38"W 'I 200.00 \ \ Q I I I I I -T L. 100 \ \ I II I � II I \\ I5 ' SANITARY \\ SEWER EASEMENT \�\ ZOO Nl ,40 I s� \ \ \\�� 1 '1 7-1- 500 Uj EX/STIP SEWER 61 X20 DRAIN EA5EMENT .L 1 1 T Bol \ 1 II \ \ I � � 1 N 5'51'52 I74 900 �\.1► 11 PO.r \ \53* 365 � Co42.44 f 70, PCS 455 T I GA RO EAST PROJ E C T 51TUATED IN THE 5. W V4 , SEC 2 , T. 25., R. !W, V✓M , CITY OF T16ARD, WA 5HINGTON COUNTY, OREGON JULY .24, 1987 5CALE : ! IUO '7 ,9 JG 5A/VITARY EA5EMENT , PG 598 TL 800 11 . � 7 � �� � q.C .. _r,-.1 C� .i ��F=✓.I f � f'��f 1? Y> i .< WESTLAK'E CONSULTANTS, INC. J E. '/.y A./AF— Engineers, Planners & Surveyors 3K. 1631, R-7. 415 7145 S.W Varns Rd Tigard, Oregon 97223 Intone 6840652 ¢.2 7 3-O 1 0 STATE OF OREGON INTEROFFIC///fff���'�EEEc' MEMO ^•1 O: File DATE: July 15, 1987 �f FROM Leonal H. Gunderson Asst. District Maintenance Supervisor SUBJECT: Miscellaneous Contract Agreement #8684 Tigard East Associates Access Permit Number 29513 Portland Development Company This is to confirm a conversati )n I had with Dave Zimmel, Mercury Development on this date. Dave notified me that the proposed Tigard East Project is on boar; and scheduled for opening April 1988. By copy of this Memo to File I would like to schedule the contrast lei ting for the traffic signal as outlined in the subject agree-nent for a early September letting. The total estimated cost of the project $100,000.00 is due from Mercury Development prior to advertising. xc: Dave Zimmel, Tigard East Associates Wayne Schulte L.E. George Will Hight Ron Failmezger Randy Wooley, City of Tigard LHC:cls I i MACKENZIE ENGINEEF 3 INCORPORATED VF�'� MACKENZIE/SAITO&ASSOCIATES, P.C. x690 SW BANCROFT STREET PORTLAND,OREGON 97201 ,'x03)224-9:660 (503)224 9570 Date: July 14, 1987 _ Project Number 185572 To: City of Tigard__ A(tention: John Haman Project Name: Tigard East Please find attached. shop drawings plans _ samples _ specifications —copy of letter change order — details calculations Number of ccpit)s. Description: 4 sets sheets 1 thru 4 site civil drawings For your use _X For your review For approval As requested REMARKS- Copy EMARKS Copy to Signed Dave Larson,li ___.Mailed _XX Delivered to be picked up rl enclosurts Are not as noted, kindly nobly us of once CITY OF TIGA.RD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER I- Concerning Case Number(s) : SL 87-08 2. Name of Owner: Tiqard East Associates 3. Name of Applicant: Mercury Development Cc-,mpany Address PO box 5:308 City Portland State2R Zip 97228 4. Location of Property: Addres•- Southeast side of Pacific Hwy` approx 100 ft south of SW Ca rrPrr St. Legal Description (WCTM 2S1 2CC lots 100, 2.00, 500, fiQO, 801, 900, & 9011 5. Nature of Application: Request to relocate an existing sanitary and storm sewer line and to fill a drainageway on a 12.06 acre parcel zoned C-G (Genera]. Commercial). 6. Action: Approval as requested X_ Approval with conditions Denial 7. Notice.: Notice was published in the newspaper, posted at City Hall and mailed to: fix_ The applicant & owners _f Owners of record within the required distance YY The affected Neighborhood Planning Organization -_xx_ Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINA'. ON JULY 6, 1987 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall Blvd. , Y.O. Box 23397, Tigard, Oregon 97223. 9. Appeal.: Any party to the decision may appeal this decision in accordance with 18.32.290(A) and Section 18.32.370 which provides that a written appeal 1 may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is 4:30 P.M. July 6, 1987 10. uestions: If you have any questions, please call the City of Tigard Planning Department, 639-4171. 07571' i BEFORE. THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION) FOR a Sensitive Lands Permit to ) No. SL 87-08 relocate an existing sanitary ) and storm sewer line and to fill) a drainageway, on property zoned) C-G (Commercial General) ; Mercu-•) j ry Development Co. , applicant. ) The above-entitled matter came before the Hearings Officer I at the regularly scheduled meeting of June 11, 1987 , at the Tigard i Civic Centerjown Hall Room in Tigard , Oregon; and The applicant requests a Sensitive Lands Permit to allow a relocation of an existing sanitary and storm sewer line and to fill a drainageway on property zoned C-G (CDmmercial General) , property described as Tax Lots 100 , 200 , 500 , 800 , 801, 900 , 901, Mai., 2S1 2CC, City of Tigard, County of Washington, State of Oregon; and The Hearings Officer conducted a public hearing on June 11, 1987 , at which time testimony, evidence and the Planning Department Staff Report were received; and The Hearings Officer adopts the findings of fact and conclusions contained in the Staff Report, a copy of which is att-i. :hed hereto, marked "Exhibit A" and incorporated by reference herein; NOW THEREFORE IT IS HEREBY ORDERED THAT SL 87-08 be and hereby is approved subject to the following conditions : 1. A soils report and detailed grading plans shall be submit- ted to the City for review prior to issuance of any permits for !;it(, work. Page ] - SL 87-08 2. The Engineering Division shall be satisfied that downstream facilities can accomodate increased runoff without having an adverse impact upon other properties or public facilities. 3. The applicant shall reconstruct the existing closed drain- ane system to public standards. Said system shall also be encumbered by a .20- foot _public__storm drainage easement. Sanitary and storm sewer details shall be provided as part of the Public Improvement plans. Calculations and topographic service area - basin map shall be provided as a supplement to the Public Improvement plans , to demonstrate evidence of area - basin full development serviceability. The location and capacity of existing and future lines shall be addressed. 4. Upon completion of cursory review, seven (7) sets of plan- profile public improvement construction plans and one (1) .itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval. 5. Construction of proposed public improvements shall not commence until after the Engineering Divisinn has issued approved public improvement plans. The Division will require posting of. a 100% Performance Assurance and the payment of a permit fee. 6. Site Development Review approval shall be, required prior to issuance of building permits. Page 2 - SL 87-08 7. This approval is valid if exercised within one year of the final decision date. DATED this 23rd day of June, 1987. :iEARINGS OFFICER BETH- ON / - -- 1 !'aqe 3 - SL 87-08 April 20, 1987 CiTf OFTIGARD OREGON 23 Years of SeMoe 1961-1986 Wayne Schulte, Federal Aid Specialist Oregon Department of Transportation Region I 9002 S.E. McLoughlin Milwaukie, OR 97222 Reference: Tigard East Shopping Center Signa] Installation Wayne: We acknowledge receipt of the preliminary traffic signal plans for Tigard EaLt Shopping Center. All costs of installation and maintenance are to be borne by ODOT and the developer. We have no objections to the plans as submitted. Thank you for the review opportunity. As requested, one set is being returned with this letter. Since ly, i /l Randall R. of y, P.E. City Engir r /br Encls i 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 sw : �aYc�►�eNce c�ll;��to>n � �: T14hAle thttT 'Slt�1'►tr,.lZM10N� 1.� IJO Co�I�tWT � ��tER T�4*.�► �MoTCe Br�Aw` . nu JV E 5rO VAL" W%T N '96VA VOk%LMET Z4CR. i<c L4k%l Wr,. SCIAVLNC l �T7►r'� 14WY 'btV> TOWOV , CONF1R1t11JC� TNI�Z Au BHT. St'TWMVA MIMWIL4 to br TNE %YNTI . ~ bow, WHEREIN "MWttUtl�' tAxL,1 tE t00;7. vtc*, %3v-1vk,E vow 111b1'I4vL/r,T10f•1 �ww-utM. & ftu=L CA%wrs w/ T*L S'TNI'm U%WA THE wolrl- ^ND -ME NAk% TCWhMS . = 14SK.E*b WO.WC 'TO Mhlt VS 14 C-C'`4 of y4t*b IW0.vtT . NE SI %D NE L' . C9 '�l4E. �.I�N1� ScalrrNE `�TERI.`t' o� 1�a�cT C.iDut�D F1l�vE A-0 %%ArP .V o1.1 LocA*,no I 01; Sj41aAL. bILT Ec- IL Voovs VF qmF.*i rutmlb, W ITW T"rml i?- Pwdros�,L -tc �.�.��,� � " T' INT�esEeTvou T�,k—�►.-r . i 3 • Site Informatin :R!+�OCrilpt�Olf `•�':. + Q+I�ti�71if:'�r�' . The Property is prii9kh lye' undave•loped exd'atpt for one 4,644' squiW► : d foot retail building irncf a drawinageway 616p'4'e downhill toward the northern end of the parcel. A frontagr4 road situated betwdan the g property and Pacificighway is in J1i' prbcesi .of befng vacated and the land will be incorportated as Pak' oO the project, The app-,cant proposes to develop a shopping center witn 156,995 square feet of floor area. It is inten0-id that ':he center will contain a grocery store, restaurant, and retail stores. Access will be provided at the Park Street/Pacific Highway traffic signal, a proposed traffic signal located in the approximate center of the project, and a right turn in/right turn out driveway at the southwestern -orner of the property. The second traffic light is also intended to provid: access far the vacant commert.ial property on the opposite side of Pacific *ligl?way , i 4. Agency and NPO Commints The Building Inspection Division, P.G.E. and the Tigard Water District have no objection to the request. _bdan NPO Nl has the folluwing comments: a. Provide visual and noise buffering for the roof mounted HVAC to direct any noise toward the parking lot. b. Limit hour of operation with no activity prior to 7:00 AM. C. Move the fence to be located between the landscaped buffer and the building. a. Construct the fence prior to starting the site work . The fence should Huve redwood slat: . e. Assure that the lighting on the site does not adversely impact nearby residences. Th. Engineering Division has the following comments : a. A permit from the State Highway Division is necessary prior- to perform any work within the Pacific Highway right--of-way . b. All conditions of SL 6-85 shall remain in effect . NOTICE Of DECISION � 3 ]I,;-APPLICATION AND PERMIT CONSTRUCT APPROACH ROAD PERMIT NUMBER a HIGHWAY DIVISION ` H1,GHW YA NMIEMILEPOWT ENpN1EfiRBdTATION Pacific, Hightmwav West 10.042 128 + 69 HIGHWAY NUMBER COUlRY BIDE OF HIGHWAY APPROM,H TO SERVE 1W O NORTH Washin IM EAST On O SOUTH O WEST CCImlarcial D8`nlc t �.. BETWEEN 00 NE HK*WAYPEFERENCEMAP AND ATTACHWoRAVr#0OO IBERB S.W. Park AND S.W. VCDOnald 4V-294 1 of 2 & 2 of 2 Rev. 9-9-85 APYUCANT NAME AND ADDRESS BOND REQUIRED — AMOUNT OF SONO REFERENCE (� ❑YES ®NO OAh 7sr W 025(6) I r'�ercury L-;velgVrie,-jt Tnc. � INSURANCE REQUIRED REFERENCE I Ra ADMINISTRATIVE FEE 338 N.W. 5th F.m. ®YES 0N DAT34-W-M3) ❑ TEMPORARY DEPOSIT Port land a OR 97228 AMOUNT CHECK NUMBER $ 50.00 N!"N: Paul Oran DISTRICT MAINTENANCE SUPERVISOR DATE COMPLETE X APPLK:ATION nECEIVED REGION ENGINEER DATE J UTILITY PERMIT SUPERVISOR Ar PROVAL DATE APPLICANT Al DATE X APPROACH ROAD COMPLETION DATE: — -- REFERENCE:OAR 734-50-05g4) The Apple sr�MppdrorJ�rON tlrl owner or Ww�d MN rW pnyrM 8" :�M abo"d�1W Mpt ey WW has rr ls**A sWRaNy b�pplr IW thh pwnW,When oft W 16="WA MM.C d'by 73�.OMM�n bD.wlYchr Mrrrra�PWCnedrMf ~�01 b tle Mrm�aW Prr'vkµrm oonWred Mnln end M4cY»d h." rW IM Nara d O��gp�Ad- b1' POM d tub Dray"CoW-d to RW may be dxared from Oe M*VM Maln.mw &VV j W-s oMfw. b"10 f pd to"roquisa e �p d oa+V&-W wth to sWvsvle.piw-- poNr ar re�aknowbOpod oampr�-->lw pbn br to r-.wrmsr an cure aaD br.pulr.end um by mens of:onr,yr�/or Fills-b 960k BAR 73440-MMM u",°I'ol'tPProvM Y1eMxi�p wlen roPM frhM.a�_� morn iwmlrercN d .rte oonpYna wllh to wew4dp SPECIAL PROVISIONS 1-H the proposed appNcatlon MWM trafllc co O dvV WOW Wodal road oonsutrc6,-,dte applcant shall prvvkta a copy of tNs app&mtlon 10&W atbded tical povarrtrnartl Ttta WOW 000III on mus'00 alpnad by V"local 90veE►x�ns'n't offldal. F 72—Ths .6r hW oonVector shat notify on Dbtrld Makftm&SLIMvlaoYI at least 48 hours In edvanoa of menchq work and jp ahoy inq the work oovenad by Qtly ParrNL(OAR Telaphorto N 3-A constrtx:tion finance ac *119 nt for the installation of a traffic signal at this aPProach and thr� traffic signal modifications at S.W. Park is required. Appli- cal.t is responsible for all costs il',vOlv8d in the design and c-mstruction of the t signal it is tallest ion, modif icat ion, and roadway. TYPE 5 APPROACH ROAD—CURBED HIGHWAY NOTE:All"WWW and workmansfllp#a be In sourdanoe wm to cur- -- I }, W rv"Stab ra of OM standard Spedfk:aron for Homy ConewtKtion -R/W Vq. Dot/* W- 50' N- 40' Flow 40' A- 90 Dc- 48' D -65' C STONE BASE BIZa ANO TY}a ODAlAO1Aq TlaplllW p Curb 1 " STONE LOrELING Blies AND TOM OOURSE 3/4"-0 2• ,4 QC CtAsa ODI1► frNr7p �T B & C 9 PL AN fs4-33M .r. `y. ..�„rr,iM9�9LYrtix�a"l�'IB4��r.:�aq,-y'.ver�uar;,n,u�,�+ss�u wwW�wWitl�W,Auliard�W�a�YnY{Yl ., �L{,y� �1.�� -7 1 z7 .'v At/rtce N 17 e�eu�iol/fir /01e: Department of Transportation HIGHWAY DIVISION OR NER GOLDSGHMIPI Region I B 9002 SE McLOUGHLIN, MILWAUKIE, OREGON 97222 PHONE 653-3090 April u, 1987 In neply neler To File No 86-8 Randall Wooley, City Engineer City of Tigard P. O. Box 23397 Tigard, Oregon 97223 SUBJECT: Preliminary Plans for Review and Approval project: Tigard East Shopping Cen'er Section Pacific Highway West Washington County Attached are two sets of preliminary plans for traffic signal installation on the subject project. Please review these with your staff and after noting any changes, recommendations, or suggestions in red, secure the necessary signatures and return one approved copy to me at this office. So that the project can be scheduled in an orderly manner, we should receive your reply by April 16, 1987. If you have any questions, Ron Failrnezger is familiar with ti,e project and may be reached by telephone at 653-3100. WA E SCHULTE Federal Aid Specialist 3Lz ¢ �, WS•jv �dlfil. f-r Attachment 14r/Lle,tic- 734 1850 +-e7) Q - o Department of Transportation HIGHWAY DIVISION qpp NEIL OOLDSCNMIDT Region 1 90002 SE McLOUGHLIN, MILWAUKIE, OREGON 97222 PHONE 653-3090 April 6, 1987 In Raply Refer To File No. 86-8 Randall Wooley, +-.ity Engineer City of Tigard P. O. Box 23397 Tigard, Oregon 97223 SUBJECT: Preliminary Plans for Review and Approval Project: Tigard East Shopping Center Section Pacific Highway West Washington County Attached are two sets of preliminary plans fo- traffic signal installation on the subject project. Please review these with your staff and after noting any changes, recommendations, or suggertions in red, secure the necessary signatures and return one approved copy to me at this office. So that the project can be scheduled in an orderly manner, we should receive your reply by April 16, 1987. If you have ani questions, Ron Failmezger is familiar with the project and may be reached by telephone at 653-3100. WARE SCHULTE Federal Aid Specialist WS.Jv Attachment 734 1850 11-87t Z Chl"I A Ph... q% CMnnel C,huti 1`i I FIRE PRE-EMPTION OPERATION x EO-10NQ2 -- - ?ice 40 4a �p C*PH sa50M.t! 66 � 39 �1 19 Sq t t �.� � (.unt,nunuo him M'Dw4tA .r Controlki - '�^ , bw 40M • h I !!St.��v "4a hj 40 PACIFIC f/rvr 1 8 - -- 00. 16 1. /3g) (34 40 Pole No. l ' i 39 46 40 - - - C•PN'SN 3x75,RL 1S' iC.) (0 1- y1 1 LO Ln Qw ' l iil tJ a OC _sE ►� PACMAC *Y Wr AT,:rAu p*,01 in ,♦N JP AC�ESB FMN•L/4 Phase, 4 ft&" s Phw IIE cmwbiee) I L E ® 9 N D NORMAL PHASE ROTATION (® wlotela eat w.ta9t.ealel111 19eU a ,h.Inwr raeral PI_ IMten owl to c.Npr(ie 1•irwl 1?tw .� / CW 9 4,446, it••!0 ) INul1 qA (1) tl"rr/tFMe Polo,•IWMI(01 \ I ("stillbete(101 vew:SQ41L CJ G Q ��i'17 \ TG r--- it MS "—" tt wMt�'P f00 GnIrNMr tn.tetl Owls Al M *wd eMh tcle sig . U F—__.`��\J + " Uthllthaf-- — — ► Install tm (1)SwIflae Po(Ihtrtab S4lltUl a _ Insult eM/e(pl)rrMtlwlM Iet0/110 eta 46"fatl«a V' ®. 1ns4611 loweler I1hriNli�t'f�iI 11w pow tip !Mull letrlr IIholMte!tlt%t,d4u-mv,elj9 Iptall totemr Illrl*ow Il�ree/*One left arm"sip .null Interior IfluNlNtee right err"IMV' Ile* low 31 40 ' ' ITC MMInstill 8,4111"6' teglMl ae1Mt else uCtlPoel tIM1.11 11110% n (0� torr ,y f f.0" lastatl Service cMIMt oto b Me,e/helt breteer �4 S9 40 ,a f a Ic Install IN veli latar heN *� in » 411 IC WEST Be. { ty"1101 of"lalp•I Sete.ce-m-) C`= -_ C Jn Instill (M)w. N ll'M"ae1rM !9 10AAA_ IL ® Install (a)Me. 16) tfPo llhrl,W,9r Ila,etre. ' Install IM)r1M) vita b. la)coastal CMIeS fes. V[��/ 00 } y9140 "* ♦ jG <99 Instill 1/9 aW$6IvMlt41'1061 AMN*$6f(Able U7 jl \fJJ leull 1A lad$610601199 MY What Vire r � m !9 40 , IC Instill ilbwle 1 elf/N sa, Mfrw 1r..HIM 1 $ O Insall (1) Inca electrical co*Mtl =3 111 e+ m Q Install t lath teeeelt stet.(Is1 htata W.toy both tA 59 40 '• IC ® lnstall thannsl Ich), IM)nee fire ere•eetptten MteEte,Mt �✓` '�, - a } Install cMnMl (0) fire m-amotten Mutter !Mair eabl* LalStlnl Intarcoenert able Intt*Ilee Nr 1AStruUl**a In LP&I01 prorlrlunf ` tC Install i pe.r No 19 you9*rnlrrc•avmro Cd&o Tc cs Pole No 4 T Slit sM,* ft CII + [*annsl Shoe G x . *u*e.r n/ uhln ,nor* 439tt•e, lire, itre SSB ` 1!'60. tz-v, truce p . as tltr l,le,nl s c i L Ic OREGRITATE NI eN AY OIVISI N— r ...e TRLFfIG,i1�41NEERIHID ECTION _ rNA YP%C&l00l4*L /Nd 1'444 AT/OIV rh9ARD eAV 46HOPPINO CENTER SEC PACl/'/Q HAPYWAr PW$r [ 11 _ • ' rc*r 11MtN/Nr1'fivr QD(INTY ' TI`_, atetuwnoarttoomv w'Il1_..4f��e� r / 04�L. -/ us Loop Ume" CK U 1 \\\ ; u u I � ©u r 60 PAC`FN C IL 0 j s I in� � •� a �I :; C� Q � W Q YM• jM �. t Q' �1.N. Agr— �i ea •u °o ,n "E r•r ' � w ' r - , Ali I � a II!) 1 1 ar, L E G E N D ---- --� -- —1 — I491111 N1N Isal aMttif slHKtar loay install RAraf IHA1 4 IL /laund rrrltlf dittaelrr Iaa1 U loret of low- 1 `tT LImlfll (1) posse IMI latwos p leader 3 \ . \C CT a Int1110 Irl t•1r of No N Ir1Y r/rr siOrtwistedof 1 n 1 Ca►a1 rR Iwl Irs 1 L W G J 1 � hese 4f JuntA hof N11. rr /Illgf wUlOr a/ JWK{1M IM. I _ �• /a\ In0111 ISI Inch fiKlrl Wl trnMlt yInsult 171' • I%' + It' "Oil ton•rrta lanC4140 Mt olio fair us• _ /jam tfrrr or C1s1 NurlCenr of 4"Al ssronell.. 1�'��/QQ1-��•) Install W • 10'1 Y gal,. tot Irw JWKllon Mr rIM%•Ir. ttaI r mull 71% . I7VIl'precast cawtrttr Jwwtlrn olio go),, ors, rerK s. art 11aHn,r core, of a1.11 llraaetr, M1 R/w u Plato show }} 2 ol,aev of cables thea, M • rvhar shown t b ' C) SI,f shown 5,9'Mi Controllti, ` N- C- CD Loop No Chase No Function U I e t •- S _ C —�_ t ,C - — E.C,ca E ,c taskreaw t It - t --- E C,co u K - C -- E :C.D FREUMINARY t ` " E ' H---- -- ^- ° -- E ,CO.—LO. Slot JIL t 10 __}'— — • c ,n sat J a SUBJECT TO MUTUAL H tic r _ a - — E,G . RE N TATORIAV-DTWi • TRAFFIC ENQ)NIIENING 'SECTION Contralla Cetrinct TRAFFIC dl Nc11. IN'TAInLATION TJGARQ EAST SHOPPINS CEN7'EF m 3-Sas l-Eatans,an, C- Call D-0e16y, CO-Carryaear qt M 'PACIFIC H16NFVA WEST- 9ea fE! Dwy No 147, for loop d•taetor details el 1? W/1SN1N4F OY N Center all loops In travel lamas sr as shown -of f LOOP DETECTOR WIRING DIAGRAM "y•}� wr+ra w — t 4 , �l�na C JY^•M" IC \� IJ,Ii•dFotf suet, Cuirin//K _,.. _r.r_r .«..•.. �..«_.»««—«_ ___ _.- t^ l to PAC/F/C- -. _ Rwy, L-�lJ 1/C r s c t aM tM f0.7r, a�fr y;� 2^ (Ic / / 41, ` . r til. � R t✓. M,• I ��� t•,r: Ay CLAN C D ® fllnua w PAtyt a1 4- E 7 �`, , �{ )"IRE PRIE-EMPT/ON PATION ® i•l.un0 ra�.i»a tw �' a ' :11wt�1b affrowo it romomlivr plwularw4$d'wurw rp.`pb�y{4�p I a,;'. +•i r` I , Q IettaYl 1 Insall MI,.401**Milo pew(0"1'PI ' '-tall t/M 111 w01HN tMl0nbtla�{tptll c 1 „t Intw1 Wu I/MI n+•tnlrtook IMUIftltt.trtth grants slip V ® INttall Inteoter 11lutIM11d 'U14,Im slow• 014,'• O ® ,.• U ! IaNall 1«W IM 111,rtnbtN►IOKarrow41AT �{ •-•- - 01.e+o 4,r1ttlrl0 NMatlhlt Poebbtll.ne MM,�LbdtH . . wlntal« IN PretectlaolNly PadeoRIN pMtalal ^ti �--- - - - -- Intltll t/Po (T) tuIIMn10rIo ` .rJ tf/lc rw1 waa all,.ata ® In.Ull it f% trd 1plc al"of loot:a- AO Imtt11 rerble rot`re Palo (nen•st.rdard, tr sp"1161 prsrellle"I If ,� /r Install a• . Ile . a` tomteal cabinet vlt4 settlanbl tonrlgl block% at co ect.. -_----- -..i.�•.:._ '�.' ® i.s tall 11 •. Ill- >< 1]• .et eaKrota ( _ cat Irons tae,or t olw nu.1 'ever N'.�.Itfittrrantp ;b"with NlnnitN Intttll Ill* . 10{• 1}•orwast concrate,lo,ttl0n bot rIM r `l3...' att Irm cj"r of t aluelw cant N.Para 1trr+gM lXS) holelal. toe Protect;"Ltly pinktta outobatton and ltfn OInstall (I) Inch ttaitrlal {uaalt .1L ��.•� ® Irlatat«trra Protest Mfatlnt elettrtcdl t�edolt Intt•11 clunwi ([a1� (01-ry Hn lor.•wpttM{yetuta tffltt •�-- - -~ 2 ` Install f%&h"I (GI I{n Pan-09111 «d.taclor /odor calls a `J� Install 110 Wt tet" o0r+14a r✓ Instal) tory lt+ ctbl"t v1G 80 W clrtalt brd#ber �WI Inet.11 $to—)& r4p Pet 1tatL rrN 0n.rnr N. Milo r� I ( I POL NOB � CID /0 AY"She 11.9t Rr 0'! 1„stn aa.ble tltevola raw Pat Stae.N Dr41rp Ila. tt la / (TC T e I,Ve vwwn s i:, knew. 11-W ot.ora.tlllleP altos am pole.no tpP+rtaacrt L torprn tnrw., tJr= to— - .t. tMrn A v1ueEI ,� Install woe Ma. i trP. IrIIN 0” I5I0"1 srtlttl ta.en a St.nJtre R• l (� MOL I, tMh E 1l...tar pla.ertr, 1:7l C �,_f Intltll IMI 11a, 11 lvp Ila/1 rl rat C G * art I,is Macaw Igfr t. I."$, 179 I1'4 i It/to Ive, Irv. 1,..61It C�'DJ 1..1411 IMI M. Icl type THM. TV,OF/NM a,. Install veot se„ntN Lr cmtrel IIM `Jit � f I If}1 t•'nlne I -ta,."'t c"11 tatulle%w 10P1'ryttleno 4 1Pe'Mi if"Illat ♦ ►—�' 14-- w . rA II \ IC In,t.II c twv M19 p,14 Atfalk,1 tM o t**,0 ! its &.! - 7A/ �• t OR N SUAT 14IpIVIS t!1'pFbC QINE'"I 0 •ECTION41 TO A C N L / A1tA7loN * t TI6ARD LAST SN0PP,/ JO CENTER P cifia NismOVAY ssr 1. - --- best ANrw� � Amer, 4 /Puffe *M /hod• lrS «.urua JJ' r t QN ` .•tua e. ' �VV,VAI PRASE ROTA 1 v ;t ,L PAC/f/C i• I' r 31 h TIGARD EAST' ACCEP i 5•Sad Sws C f, t r ' , r � ,, � .. .1• •� I ;� _,,. ,,�. ., .. ,fir �' ' .• t •FI•!� ,> t ,. If, '�*��. 't t�' •`l : �: `� • ..r � •,�I.` r ..yL` 34 d.. J � i • Y r'r C119.01 r0o1r911or a- Sign&) �� Utl all rAd►•.ON rMltlr d,Lftt- Np lyl F WLVcr�T Ila 1..1-11 phowt"I 1 ft. Aunty rMlclr MlKlvr I,np 11 lures/of Ales Afr-1 r �•�_ _..__� Q 1Q1 4at161l Ill OAS* I► l 1-- /WH ttA1N ' \ 1-11811 I•) pH of M. 11 ANN AI►H tAltt•d- W n ta►nt ow foal lf►•• x-�ak!r:• ❑�..z•. /\fr 00 46 }Ocll•n A-r. Ali glint wttldo,41 lutetlon►oA. Od IMU1ll 6) IrtM AI-r Ir1U1 cee8•tt ' r•i,V-"f/eQ�Mr_' Inflall Vin•a Iry,• a It' prof tear rrlr INS 14 r1rA pla. [Ml OR Il Iron cer I ar cNl .IMInVI o/ afryAl tlr �i Inrull IT . 10' r {�941% cart Iron lwct 1011 No wall 11d"All it eow Aatnllln 1M M1l Art Irifttrq c•-drlt iva•H nS1uAt t.-t•roMa1H Aa1 ores ron�.• `.[ r �. �, tn•1-II tty',IcY.tl''n•cut cont.<ta netS•n ben Withply c t won r eu-r a W11. ♦IIQrMrrum tower e{'cvi�t3ttlren�th PA a fAat-AfApw (�j A'n IM►ar tr'uYl-t tM-rn W N. -.A.. tre.A J. Sin Z :ooy Ab Alodr '9Nktlo►r O V 2— drC — ,C,Co Control/�� — e,C 1 rCsArnrf 9— AC I !C,CO I -- f,c —,— e,C,Cp0 — Slot LIL .- Ec ,C NREUMINARY CO. 4- ec MAR 311987 0— rc,o e— ex SU81ECT TO MURK �ekPA01001,C-0014 CO•CWPyowrr, O•Debt' A00 f47..•/br loop ooltrctor Dehs:Ir DIVif e1{' ops in 6,ww/onaia or o�.-own TE HIGHWAY D-reCTOR W/R/NGO/-GRAM 1'NAIFIt; [MQfNIEAINO. ECTIor T,1`4OWN. IL IN U ON r/OAROI vAS . M NTf7� 1 r "NMor - .' � 1 tr � •fir ' il i 1 � t t , , S r/y Synei jnlr�rerorKl Cob/e, a C&VA - no S W PAC!f/C Are CLE"b� •_ — .r___ _ OltlweRol Curb — .,/ t / CR4pb77 ki • I " I C Q V ,y. �_ ^Y •:�' r 6 CEA► ow At AN V Ao t: off " V •1 , i C3, IV , rWAl SIMI xAowmroMc/Calle: WYAul [wt A Curb `+! f CenMA4r5'Q� 1 \ ! AAPAw PMr _ r �.TREUMINARY Cl f` MAR 311987 SUBJECT TO�1�m��� eta CR »417 _• ,`(� Prrp�red EP SUBJECT rV MUTUAL REI oWe /Jq,nr�e n.r/,ry „'nr/ e4epmenl, inc/ud,nf end pNef/riO4 en/ YeA,Ne r,fner Aenlr,oen+PArrSr�Nrapt*rrrfnq/csn/Arow sM in/ercr,rner/ cele ReAacale eeishnW AAp&V//A7 co,o, Air/n Jft ul,ner en new Aare/b r4roa/OAw. I , 9 HIGH .TRAFR E�1QI�IEARlNQ.�[CTId T A�f,�C,AlftoAv[•1lvAr A AT/ON T/c9�RG�,� 1.�HaPi►NVIVS� CEMrA VSA? y+, 1 •,J, '` . r y. . 1.� '• , �. �. ,� r � �� �';,r, . hr •, l� J. ., T_ ' MM���., j � v 1*'�� S� /: i y i �jj,••Y�4',y+���(," ;1� ��.,Fl�l'�', 1�;•�'tq r 'N,• f•� ••'y " .Mp�N r `�,y .y!, ,���,r .,. ��MN ".,�r7�C I 3 i SX1571MC U7'11/T/fS I S10401 REMOYA01 AN PACIPC WWY W AT' TlS.4RD rAST SNOPPINC CENTER r ACCES'S AMD 5.w PARA, ST. 0 AD •M �o Z uj C.I C) 0 Bi//boord- � r V Pro os � - - - -- - _, M H ) A • S i9ne/jn/erconnec t Cab/R \ _- � •. 'J \ .�. �/-0005ed Garb E z App%iw R/W Js6E -s'/4nal 'IntsrrOnne6t Cab/e, PG£ Q wv S/2oi l 2.1 cwr !c •' Iv Wv r — `— �- —---�t'ir-,--wpm Ax. cWh GI' -�—tc-' IfA'. Curb---- . \\ NN S. W. PAC1F/C ,yWY W N., V% rx Carl N .. - - - - - -•._._ ---_:.��'. _. --�- �� Te L. AIX curb — `- Prosed Curb — --- Sign n '-' a ------ --------__..___�._ tEUMINARY COPY 410 MAR 311987 A\_ /W. ,,gyp t• _ ' E "' i ~ •�" <, CR 4V477 r — ;/rupossd EP SUBJECT-TO MUTUAL REVIEW V r -�.. . ... �_ /lbte Re/nove ssisti� f��nr/ agagv�tn! /rra/ud/nq po/ss,/sdish�/r, and POP* rias and reA.c% srJna/ J'( /4�ds, coup/sfry exc tpt fiir ripov/ csnt0/!sr on/ � in�srcinnect cobN- '� Nse�ocoye lKir�i� Allydi! /1V �w�strtr/kr iR JJ2 cabinet, on nsw Oair P" r!pna/R/dm. • � 1, , OREGON TATE HI HWAY DIVISION TRAFFIC` ENGIMEERING SECTION '."" TRA f FIC SlaNAI //VSTA4 t A 7101V -� " r16ARD SA5T S.,90PRIM6 CENrF,?SEC. ,w PAC/F/C Nl&vwlT% /NEST < E o c e$ WACN`/A/GTOM :Ovn/T Y I o.r t Ee6rucr r�9a7 TIGPRD EAST SEWERottb�t• �� JA cM,►cNto .. . .-.__._. 4326 3 OF 16 -� P 011MwN •r .� 14 0" MO _ • ,- �illr•-•r- __ ._...._ .'. ..:-. '',�...:. .. ' � • �- it � •� .... . . ,-,. -�._ _ ._ . -. _._. ....._. .tv�G'�s.,,-_. _. '' '... :.:' ...,a :5.- � G.. ti ids .+,� � '� ». n yV' r .4 ./'.:,�{��` ��.. q ��. �:A�•. A.h, 111"o Is mallow,i"ll, tz 19 I� II 1l111 ' 111� IIr ��F1Ill�i�`r II� � I � Il �, � � r I � � r�r i � l � lir lel rli I � �I � � I Ilt rll III 111 I � r ISI ill I� I I11 III 1 1111- I ITWO 81110 ill � NOTE : IF THIS MICROFILMED -T' - _ __ ------ 2 3 4 5 6 7 8 9 10 1 2 DRAWING JS LESS CLEAR THAN THIS NOT Imo;'•2T IS OUE- TO QUAL&TTY OF THE ORIGINAL .•�.. DRAWING. _ 0E ez eZ Lz e1? SZ t►Z EZ - ,up 1� OZ 61 of LI 31 sl i'I EI 31 11 01 ._ S • 1 e S low F Z Imasr Il�lrlllllll�llllllll Iltll �� 1 40mlim 1h1!IINI1l1 III►J11�11111 ��MIIIIIlfl�11�11���11 �111 1�11U 1W1 �N w JULY 19 9 __ - _ - - -- - - - - - - - - N I I I I . . I� L % . ...544 .3z,_pRRw;,�6_- W,41,00; - . I . 11z/ ..4 --..-- .o.........�...... . or ,�� %0'. "op 'O." . , ,S,7 ,_.__..........�.....!.._____._ ...- -W1 T7 I............_.-_-___.____..._......................____.1 1-1 ........._____�,��F,�� .!!!f?��L___114-Y/�.1v 641-71"I'vc-ef " — --- ,.,k-S,x-z- � A11_1001�.111 , , .,V,"-,W41171f��,4C,d_ -f . . I + , IR:�------------------.... .................-1 ..-______ .._...._1._._1__,____---_.-. , . , - . . "I - . -, .. I q1w--_--._________.._..._� �.-.-..,---.-"—.—.....-..-.---.-.-".-......- . --11............. - _... ...".-I _ . - ... I I -N- ----I - - ----- -----' L '�%: — - I \ ___ 1\ � --.-f-- I I J........... . . , -+. , , F- "�I I If_= " �� " *13. 1�s ,,, 4, - lzll� , / ". . 1\1'_11 , I k14 ." i� -% � . I i % *A I ".--. ," I , R , 16 "Irw ,I ov. qz2a� h I---�. 14 qt. I , tQ '-.,.k,4 r,4" 11to I Mt " vi., 'k. '1�, %,-34 "V� ,--I, . V,i�4�4 ,k* ��_ m _5 - �N 114. � - - � 1� i�6 I%- "Ri " I , to 17116 r,a %4 4, 4 - .. - , I " v . I .+ 'I % -4. \-,.,� ,�, / *_ � I... ....1. I. . . . . t 4 . 4 . 4 I .. - ..A �.I. . i �4 ,* "��.......... N "" CA 1!�___ - ...- _.... y..._._..-..._.-_.. . I 1-._ 0 _ . . ....._.__.___L%.........._ 4-..-....... - ---- . - , . . .1 - , 1*S �� r ,, -lip � _ I - "I,, "C> - � . 1--.- I + ... � - _ __4 � 61 \ 1�0 %' % U * " .-..-..-, __- - 0 ..., . .—..---. ,, __R.I I......- - * - -__- -- .- --- - . ..... ....-I..I...�.. .1. I..... . '.11� .4__.1.___-_-- ------*-- oc! .----.--.-.-#-' 0-1 - 1% . 1._ .. ._'_ ...__......4------ - - & ............— - ---.. '��'. 4. �_ -I� , '% \% %1-� I t& " � -�Z��. ,�, ,��t, , I " %C 1%, %.. " 17� . � -,J� ,3z, % UaSr. %� I " . "N*- "*��__I ....... -N . ., _. 4 , 14 `�Vbc 1 _V�. % " "44 , , � . -4... " + I ,-.- t 1 4 - A_ 11 , 1fA,r__..1 - ___ ilo,, .. *-._1-1 It.,_j�_-___ ,_ a . - ---- 4-- ------ 1�----r A Ikk 4, .____.If................__.____.__.__ - A,f1,000C-/e..2_ . ______,_.._ .. .. .,.. - j I...........* - , ___!t�_4_ .......I. . r9p - i I _-1.__-.-. .-I—-I. ..... I %, * X._,w. -- - ... ... - .. - -.-__._,________ , ""' ,p :'*"-, - - \ . - I I - -—____,-f..-I. - __ - .- ...........�,�__52 111T,__�_.._'.v. __.";0t, - _,.__......_..__._ 41 - . o1 . k:A %_k ',,T#*. % N 1%. - "%. , PA _" (.1. I ;'k - ,��- - . I . . I , - I -.1 . -.....,.., ... .l....- I.......... ...... ..,,�,_... . .. , - -. _ , , . _.. ._ , ., , 0. -*- _... --, , , - � . t i 4--f- -- 4" 1_- +1 - _ _ __ I --_- . . - 1.0 ,_ . - .A..,�- .. . , K* . q, 1. Is. C,1 7L77„ � I If t ......- - , IZ&O . "� ......I...,��� _, , ,;�tih �...... 11:��.. I qlr� I ....... - I -1 4 '-:6�w,�;.-A... io t -1 �......, .. .. .#.- ... .1.1 %4 - .�,A, 111� Im t,j i "_ 1��- t 14 .. �.. k�v % � 11N .- ; .-41) .1., V�.. ,�% -�r I I-x - - I.�f - .* --- L ���, ,:�3N " ��*00� N "I, 4,% 0%, k '1� -, , Mk. -*, ,N��._ -, - 9D it - , - 'A "O 4 �-�\ .- - .� . ,.., - 4 '��, , NI-10 'Gimp 1. \ k, , .,4� �k _ wr �b, % I - '�_ "111-�*,. 11, � -.1 It'll ", � "I b. -,-_ 1�1 V, C. '�t"_.....I - 'I- , (IN . , ,.r 4:"I*,-- . �,�, 1_1.11�1", I ., %4 Cuq;�� �. '�Ivf , - "' h ** . 11�, I r , 11�.'. ;1�* il \)P 'It. "% -,o-� ,�'y -WA`-- .. - - -�_-_-T,_ ,-_-__- .�_ —...- . , f*67_-____.__ - i,_-_, " . I - .. 4 1\� 1, - I, - ... -4 - %�,,, 1 1 i.... I i .. /A -_,..�- _.--_,- 7 . , "N , Kz:�. ',��t- 3�1_ 1T. , -��:�-_'-_-_--_-:�- , ,,, C-%. -4, -0 - _ , \ - I ip / ,4 :T* q4.1 -,�� (Z�- -to N" 40- I . .0�. �171 %� %)k." �,-).�� 0 AN 4��.Q 0 K�) v r,� $0 . �% %. .- ,,- - V14 ��' - V�i ,,�\ - C�l ,,W ..,.., ... - 0 11�11 -�% -0 vz', "fr .b v - % ,-,. , tl* r - � �. %A-. � '�_ IS%- 1.6 ,sb . ""T�11,�o _Nm '11w� . �--, 14 " - :\47-% - 4 - it) 00 , ji"d� _-�, I-- ._, .- � ge� I �� I f . 1�_A �Z_ " 1, 4 - %,. oz�, - ___� -' � - t -. - - I � _ - , _L_._ 4_4.�-t�-;-_-____._..____._._. --.,.-- C4/".,;, _ of .- -_ � . , \ m TP _\ 01-p"Irr IF. I - . ----.. ,------ . 4V�-A ---Vp , _�� . , � . �__ -_ � .- . 1. . ,��---,__..._.-.-.. -T-,, ... - 'IN 1� --*c ar - I _.�-J,g. � ' ....5,--. " X - . , __�, ------"7i,-,"-'-""'*'**"*"I---" 0 .�_ � - I .. . :_=zrr1U.;:,; _"'I—-- I . I .71 ., , w P At.�� ._ _fir 4__ - I -i"' i A" � _-_T-_- .t. v""\ -_ . . . � 11 � "'w ___%-i,k. 77-77 �Llp�l . , - -__... . � . I \ j& ; "..0 111�-- - '14 N 1'�t '�� " �3%�. - -, , ,��, 't� � .ok 4 111� , %T1.* I 01=1 �% �� "It, t� . - 11�,__) '�_ , - ,i- -1 I�A 'r, '4 NO - '.I- ,�,,�', `� oy�. � t,�1 _ I . , ", - IN, \ks� *_ ,�,. .) 11, % > ,6,. " - I, '. - -1. , %- �?. 4%6 � ip. t,4, 1;�o .1 �v - - - it I 11.__%o-1 t_;il� .. 'it- ss., �-�b& I.I. J� .. , ��, ', i ,%, " -;,, - N %111.11 ,;� '��t,Z411 1110' ""I. - , ,Z%- ...... . .., .. -1-k-_ _ _- .� ______-_-_1y_-�.. ...� 0 ____-- -�S�_ - � 11 ��_7,�__,_ �" ".. 7�__"_t,��_:!I..�4 ___1�T_______.....__. ____,oCx4w__, 'T'�"'-----' '-17---'-"-'--'-�"- r. .. . � �7� .. , . �,Y- . "F/1w ek_�- -.. , ___,._._._________..._ I......... ..�.— -- I of Ic _ '94 Lj 1.11, N. 1 -1 - , - &*40m, I.-----.-wmvmL,.,!-�.—.*ft, I _iqll + . a . + cl�l iq, I --1-1 , ': � ". - _ , .1% 4. 0 . � ..� .? . - r,4� " " -----+- -_ IMP, \ It * � 4 - M•:�!. "5 111� k 11 ! . " . " K'f�b + + � _1�1 � \ 4. ...... \ 0 , . ,I /4 11�_ _ ?i�', --,�- ., I ) � , 'N - !9�M_!K1_Q_CS__dA ft e;, 147" --.--,.-i ,U � % , ._.,_..,t-_.., j �� rb " - % 1. . "1��.ilk� vu, -_V. , , I . ..- "' I (� ,, t'. Iz- .1. z -I . - I* �., VTJL sb� 1_-dl� ,� 1 lil tb f \ I It 1�ft- lu,�.. ,..\ -, - - -.1r1t, .i:, v 'A. .4 , ,,�4,. K- -,�/ - '% I . - , __� -...-. .. , -Ai N . .V . **�4- ...._... .:, I I _� .M�. _?.. �2 - __� t, \ % _-e :_ .ZZ 1�w.-..X - . t� I 1 -4- 1%�., v � "4. I . -==T=_- . - .,� ..I �i) , kr_,� -Z�l vft I , -14- 7ii 7; -4 ,�,V- .. 0 N - -_ , N911 " -1k , - , - I " I�Z��- -)�%, -:,� I "' "" S , X_ -+.-. _.ip. "., ,+,�, � ,-, 4 -A + 111; ,, "4 1 , - " - I_ "�� V.1 , +, 7-1 .1 \ 11K11 7 " , i, .Z�, A't 414 . , - . Cr, ,_� �_,,_., ti �, 3 .. , .t_ i-. N6 . _tw..t.. ir q,- --.) � , ,5&� +,,--, +_ 4. . ,::� I , - , 70'. - , il . , r�o . - . � ;: If ,_�� . ___/`11� - , _+11,1!_*_1'_____),_,__ '. -F� - � , ... . , A�. . ()�, "a , , t� ... ", � , Z�o , Q ,, "'�� tl* (- - - - ZAL i v tv�' A, _,�, �L 'I _ 1. 4: + ', - * , �, - A. 1%t*711 " _1_1w-__�_-__— t.-4,� f.- / V11411 "X,4 . 4� , + , 1�� �. : , 1� _11 __ t ,ir.,O %�, , -4.. 's%k 's _. � ,,..»..._.. 'A�__ % I kl) i - ,.F�1_ I 1%14 - "� -,- -*,--,*-i., -__�!� -1. +",_, , �Xtkll +". I if �T -1_1q*t_I V, . 4A*+ .�_& 4 C4 t + -yb. \ I 0 4-_'14.,"_.._S- -4. t) - -, % "-' I ., \ \ .;.� rh I", ....... - � � - , IV . 'N�%. __ ,!�11 __-A"�;�. _- -�_ *1 IN , ! %5h Al _ J, 4 "'m /- , -'I- ", ,. 'r. , " 1*.C' 44 .\ -_ .: .-.q;zk .- *7:��.. '0 , - , �',;� 5-or� . I + zi -w _It� - - � or, 1 - W, -V� ,** 4.... 41 , W, - w -, " . ... - ... ��,-B,-.-:. -11 r, I .� 1*10 f i_,� S.- . -, � A-1--T-11- - , . I 14% 1 .- .... .. V!7%-�, ot,fo � IV ___��_ .-\-�-X"..- - .kr. '%q,� ) -40 .. � -, - +. � ... . . - 1:tk 4• _,�, .4 ��'. 9�_, , ___ , .." I I . .4 '. ,$ %, j 11 � . 0!t , Z� - :? I I e . I .___... /11 , . 1� I K 11.1 � ___ 'X.J� .. I _1P, , \ i ,�, I . $ '... -_ " IV V��4 ----- 1� 4, I 4 --je...!", t�, � - *�;�� - . 1*1 �f • _,m? I'*A, *t. ," .- "�� .."It I 1.--- , \1 I _-) ;:j�j �L_ ....:::4� - `;_ 1� , ( - , -/ at, _ _____.�� . I I I� %. CA � . " - ,� j. j , " V, - 'j _. , TTI L., I ,--, -10 , . %.tl _ > A -1 -:�o � ___JF�7 . . .� — ,b 1 (11 . I . 1 1- . , I ;� , 4- , `-: o0or m I ,_ k- -.-- � m I "I. ....... ! I ! � ..t .. `�,* * .��, - , �%, % k- _ - .__ I lu 1� . .. , .,- .- .- -- .. . �7 -140�1� .A..., ...- 11 , �".. - -t;j�__....__ .... 1, i . ,. I [�' k , - �r) %%c " , 'h, I . - ..,-( 1- ( . 9, t7--,. � I 14. , , � _.- �� 'W , 0 . -"-':�--.--.- --"t--..-- , '114;9 _....- ,_ - . . . , ♦, , p I I- __+4_...____ 1 . \ ',�, " 4___..-__4....... -,- -` I "_ � . . To U 1z ? 'z " , - � - V�4 __-___._,_.. 'IS i `\!, � le ", . ,� - or _b ,�!_ + - . \ ,A- .-.--- 1z't- , ___ "80-10-m" -,-,. , -tl ,*-. � - ,A_- � , r ..� . � 11 -•_--11, '",R 1, , , ,,,�* ,%" -.,--,...-- 40--- „,,,_..-...,• It � I --\�0 .,...k ,;::) ” ,..-.f;:i -.-.-. - � -N , I I_F� ..,V -5!9 0 % "o 1 - %, -;?P, __#�'"_, - - I . ; ."...", I !&... Zi% � - I � !L,,, (,, � of � __`_ ,- It f /, , f4e*' 1 ( 141� -- t -t , I" '6 t'� . � '. ,�- � --- 11, �__ . �,__�' ,� 3 !S . L , v ! , \ . -4,b I I * �_. I 4 ,\ I . � I 't. q�; �� , (� , I - LA $ 1 . o 1 " I . I.,) I-.'� �� �_._ ,,'-' - . I ,I n I 1� t � .\�� ,� � % ,.�\ I I I 1% 1p� b I � � 11 *** i- _7�_--- , , I .� ; t I ), ,,,, -�4, , 14 -i I �z �. , � i &C., \ , 4 ..., .,-,- - W 1 e, , , M f lr_, -0 w _k -4 , I. __+iz *�� '- i IV % .� 1�1 4;4_ , 14) Tb I I - _t, _� �- � --I N >( \-i 1 IC4 - . ��N - - , ,:., � 11 I lzz_�-__ t .�� ... . �. P \ ki t�%� lt*z-�� I ,� I ,30 " / " 3t�t. , � :6� 1 N IZI , ��1� (.. � 1�-.- .- . ,_IL, ,I��_,_-_I (.1 [I �, ..)1 � I �Ijft -j. "I __-!' --- I�ft / . m ..--- I. -, t ,��� , , . . i _ _____ 4- ,t , (1) � I '\-^ 6 . __4,\ , .. I / �1 ��, .ft.\ t�4, *"4 . ZA.7 '-, , __ I I �I I r � . I (-) I � f. \ �, .2_1� .. ___v4 - _'4 - ,_- I-) . I 1, 46 . .1 1, I . ., -�.Y,icr-:- .-- .4 , . I If I , ., , �. " , -, %L I `% , _ ... �� V �'�- ..------.---. _ - -W I . n w. . . . , -- • ._�_ -.)% 1. . I 1 I ov_z_ , ,,, / \ %&- " kl�4 "'O . : 3 %� -_ I .' ,-- .I?b' �,�, r�, I / - . I 1j1_,f I- - 'r ---..�__ ..w -� ... __ - ,�_ I I �4; 1 \ ,�4 , , -1- j� / -t.... --.,:.,., 1�tl / \ � I \ ,,-,1, -_j .. � .- ,�!!_--,� . _ . , I / ... % \ \ ! / I I � I I I ,��.,w ..; 1". . . / I I I � � . - %_ ...... ._4 -+.-.-. . 4 . . Ir*1 , I �_11 . , _t , \kl- s�., I_� I �� I / / � I I'll . I " � Z. . . , I A �- rr,Iwo I I'll I : - .1.i , I "... I I -, / I \1. ,-1 % / 1.I ; I I .. r" ,1. , Q4 * / � I ,I I � ., /, .- I . .�0 -b N 4,t, N .- ..... + \, , . 1, 4?0- - ,� ;& - I �, I _ 'r , "C . j__ I I // � � , i _... _._� -.--................, ./,e - . 1. I- I 1:�. %-. I , x �i � I" \ I !!, ., , .fx., I I I 1% I ./ 4. 431, - . - I \,I CS � - �\� . I � 11 I JJ I ,I . I i . . . ..�� ) , Ir T _ F I :�I' At " I / 11 . � . . . 1'j + �� \ 1 , 4�4 + k I : , �� I . ,; I v / k *1 , , t - ( / ��,__,_.,�_ ? . : I _... e,. ! I - � (r, , - V I �s 's - - ) %"* � . � �( I ,,-,-,- " I _t V . � /I N .", . I t %%- '. i Q I - . " . C�,.\ . .. . . . ... . I I'v IS , , I I I I . . �' I � I . _,, i , /"11 I I 11 : Nlli� � i � 1 . .,/ , 1 7 -1111 . • �,�. , . � , zv'14, 1 �..._ __� 13, .I , / / \ .1,I I � \4 i , , _ _j� . I Ne, + %P,\% . - " , I e f�rl, . �� � --t� i 1, � � + %16 ! � It. -.0. , - - i 11�� I , ! 4 .. . . I ----O.- _j 'i o I 11 11 , i 1 , I I / - . I ,;� - -.-.I-- __ :1 / , . . , \ ; 11 -4 & �jl I .. " - \. f f ... 11 I � -,IN I I . "rl-:.---- I /, "I A' I I I I � 4� I - _ . I' ' - vz�� � ne, I I \ 1 �1�1 .r I " _-7:9 " ,, „, _I i � I / I— � 11le ! (-) - -". , / __ �011, 14� ,/f '_� � i \"4 -, \+ \ \ -#r� -, I — .� : ”: .Z"� I .- . / \� j 1) 41 . i I I .. � 'k , ;� - i 2�---f I _w ), ' " \ -�, , If1we,v.0 i , / , cw, , - (�- -% ��, // / Ll�_ , �-Q I / .4 \ i,./ / r .) � Sk .t I . 11 / \113, - I_N� I-- .4\.71 _. % / ----,C"- t �� I .--.---..ac ,// t -"---+/ � � 1i i �� %4 / _�_\ '%�.I.p., 1: � I ()� ----------- " 11 _ \ \ )qz� . ,%j % .1 _+ ___- , i 'K. I / I - ,� , _��-- .& � -A I % ,-Orz.9- �% -, %Ov ,:, , % - - - ! I I - 11104r_, el,4,6, 1 � � I. I., k�, , . i II / `zI �� , '40/0� / e , ___ 1�� 411 " i 4�11 19�, / � It i I -.1- i - C') , , .. I , �,.,me -"p, ,_ ./ "evN -,(, _ ,. \ �11 ,_- "D / I I _I+ I ' % / + // 1, . ,'T ?39' . 1�1 / LAOW. , ,_�11 II N, q�_ �,.11' \ ,1 (IN " *S1 I , i. - I - -9 , � I I r i .... . I, * _ _3Z944- (_ I / -' I 01 .. / \jtw1V, 1:.::�% /qI �jl+ I 1,7 - / -, ./' V 4 1 1I \:_ \' ✓ %lip � r �, / I I �- , II '.. 1. .00ll/ \- I 1 �, I 1 � , %, .// I / �I ,, . 1I ` - - . _, 1001, r, ./ I ,N�_r � 1 I , 11 . I -1 - .I .�&� � /�. . ", \I / N ,� i '/ i . ,Z I -.-e�, ...- - -+ / 236, "-.I.- T\��I 11 .", . - I . � , 1 ��/ ,r4 ! I / . 5;w ", I...,.�_ (jI 1 111 � / I �, . \1 : / /'I; "? /1 .11 . ,,z. �,_ " I 0 � . Zl , :�I + ;� I-- /I 3l ;t,' 11 � +� " 14 I "/ � kQb1 " - V. i -*�_. , .. .1i . e - / I ..,L% � ,_ I-, / / 1 '17el . _ , ,�. 16, IM 1. .. I_ / "'17�_ , + / 1 %_ � \ � . %,,,- 'I-,' . _ .� / \V I � I + 4, ,, . ,.- - - 4._�_ � q _. ,�, -- q ; . - '1.1 - e.'�'e� , I-1 1 - " / ,,-t / t�,� _,Z," , %_.-, ,, . , i - I/ K" . _:;�,,�e�e,.0',,.,15�- I , , . .. --- _� -I-). - III - , .& .,.�I'S" 1 _( �, 1 ' " ..--/ / - .. - _____ ." ,", - _ � "� I-K -Ic - 7�� 1 ,_ __ ,, I I, ,,, , ��, I I- .--;I , � . ImI ,_ � - - __/ I -, , � .1 - 11��, o / ., ",%_ .t� _ t,�" - �, ,_� , � - -�, I , ',/ / ;il " $ I 1 (----- - � .,�_, _,� I __, ,A)1 __�z Xi - _ _�_ .4,$a ,�- I1k i ;.. _111� �, _�_/ _� . v �.. ____ ,4 - __ S �:. ./ 4 , .V4 -41 - .�,I - - '� " I\ 11 . + / 1 .� �� ./ . � r�5 5�7 ...-______ � - of - � , 1(:�': D _4 1�'_ 5I, I-,' f > . 1 _ -_ _. .1 _', I I--,'- I g1b ......- - * , L 1�1..""! .f ,, ,4 .. . / k.i$ _ I . I.% -I------ !/ � IiL, It.--! lt . / -r.:, I __ _� �� , 11 _ ---- I I. ,A , , %. -:k ,, 1--.1, t"ZYN A \_�O %V4 V , f I .% NI ., - . -. ..- I . 1�, I ,� I --- " .. Z� -...- 7 " " ---- -7 .11II 113N -;k 7�� .. ,/ 11 --- '...4 , � f% . / I % I'l , - , - . , ( _-- , " ,.I." —_ __ ; 1.. _____ -_ , _,_\;,;��4 11 / 11046, i - 1:_,_ Z� - - J'B � )� ,� ,T'�,- ,, , , ) C1; / , , ./ �_ 5;1 __ / .. - I, _� _ , " M, --- I __ — - o� 0? W, , ,"K -*�,/ ., - - T, i ,� ., .1,1 - 1�_ , ,� II "I.. 1- ,-. 7. 4 I , V si-__ !4�-:�- -,-- -� I ., - * ," , " I =;� �1. _____ . _%t . ill, i , �-1 !,J / . 1 .. - - A �,k, t;-__1_ "_ . --� ---------�� - 11_�',g-.1c:;;� A:::;:z (II % 1..- Z� ,t _ - _- - __,_-� "-. -- ,/-.--T:::: _ _ , M_ -- ,_ , , � '. c,4 . -4.- - . <_-.C� lf ,a -I- + + � .6i�l"915 '.I "'. _ -v,I _",_",�� - I'llI - ---- I � --k "r- -� T, 1�f - ==_- _ .---..- __ %i, -_., _%Z -1 ,r3 - "Qt -.---.., � -,� '24 ",.+ " __ t, _.� I�L-:- - , �3,;z1 _:;�, p- ,110 . '...... , - - - of, 'X.-'..... . \ . - --- - ._... -, __�_ . - "n I I� A 7. 7-tT—, __ -_ _... i� , _ - . - _____ N* - — - - _!]�Z _r I. -4p I " - - C_ I .)- a.- � __— I __ ,- ,- -,%:, - -, __-, ... �_ " " � _T I :_�>+.V� �.. - - - __� Il-'- I . - C)�%, , _. . I 1_� I ,� ._� .... - . - , 11 - ? t -,.�q r��-a, 1K_ 'k. :) \ ja "„ . _,. ” 7*� 1 __ - ����t " -------' -.-,----'- I , -"I.................� I- _.. ___..__ __ - 1." . lc-�. `1 %_ ____1 -_,_ ----- _ -,-- ----.. . . ,M- �,� -:I �, . 1 41,'Z�� -lz�w\ - �_. _ � . -) Q- '. .I -- -A � __-��- . I.-.,-. 4 \ - , N\ ""4p 1 - I - �- --- -X� __ L-, - , / 1 ', �;, -,..-, VUJ� _ . 19 . -- I- / \ � ---, .77�� 11:1 ___rf I � 11. ,Zf_ - k 1 - 0 I -,,.,, ---�,�, ---_____ � ,,;� -, p? ( - ,� _,,��,_ ) lt� --l.,,.1 ,,-, %-�\ ____ _1____._.__....__ � - <_ -Z- I -,-\ �t � „ . _ �'__ --- __ ' �,.",� -% -” ,/ _,_ f - � ' - ----,_ 4 � I t ___-,_� __. � ----- ?,ge, - ___� . , _ \-o 11 __ 1-11 ,% -I " + , * ' '' 1L. J�W_ C --- , �� %---- �+ 4- + + -.- - _ . ----,. ----__,-RA", I ) '�:_ ,(N %tt ,- , i:�_, __,1 I- - + _�__ _, 11� 4I -1 -4. - I I2) M,I " 1�_, .j'___1 , C__ I X.---,-,-.�----,,.--.-�-.,.��-.,.-,--.--.J!�.,-.----r-,A,-A..�- .A___.!r I I �'71. ' - I 11-11-4-1- _ __ %-IU' 0 ,� \�11 - "%%-I � + V -k __ . ___..�_%1%1 .- 6.--- .__ �_ --,,w -,, �,.� � , ,. .V-0 - �) - 11-1, ' ,,_, a; ,+- _ , , ,__�" I m, \U + '_ :, 4 ,.,�V.. , ----. '__� I , �4,S� '�� . . I., 'r- � - - z . . _ ,_ LL 0 Vl� "-� lip. -T-1 . (�y .- _2z"�_ - .,----, "",_ I ith '� 1 �3 , I ______ _------- , \\ \ , 1_ _� -Tch qz,� _1% .I11 - - 7 ! >__�, N NCJ ) I , P.5( ____ I', - / ZZAe-61177 : " )Z' . 0/ ,-.P�,-,��. &A-1- ,0- ea 9 I r-- 1;., I-- 'Iz_ 1 _)I-x_ :„��, \,J i \, 1 _ � ,. -2--- .,—*N--'----- \\ "\11� - , I .rI + I , . I Ip � CS., .+ �T_ 'AI .,,A,/_ _ 0 _ ,:2 / � \\ "�� - k-� " k . :, . _/ ,C7,,:>S _T,"o AV/;, ,yvbI7 C.-e,,..b 4-2c- csp,� .:Ke ;.,�;��/I>pe 1% _j -it, 11:* ._ ,'.�;;,.�,, 9 ,„ ,,;, e1C .,2_9I � 30. 1�____ _.-- ___. < \ ) o a(- (.h 1 4 + \'\1 'kp. . - 'at- t�m � �p %� .,- + \ % I 1 I �y_ Q) II 1: / e_k_.'4e,',3N ,iiiii� . �� t__, -_-, il \ 1 \ 1% 1k9 _ 7reefff _5,�.Fe..,5, ,J�e ,91'�,e -.- __ \, - ../? .,,17 !L < 0 441 � , I. ...� ___ is, I �. 74(, 'Iltz� . . �I --- 12C/�,r5 07"� eY;61,-n&e_.&.,-----. _ _�, )rl I , , .. � \ m- 'Ir 4 !I?! _ , " f\ 191c, , .4. . I � , I j (5 w- 1 � �I ”, I \ \1�_ ��, tI\ - _-_, ' , N 41, -S _,., .__ ._ .. 1— 11--l-I ._ . I 11 .. . � --k . - . , . .-"fs�,~ ....... < w__� I _i - -'\1 ___-, _ _____ . k , e _`�%,---- ____1. . �� -____ '--, —, '144, _ 1�zZ q)`-_ -,...,--j _ � � I -- I S \ -\+ + - , ) I �t , � - ',� -�. - "IN-t - 34- . '_�, I.- %,5� :��- _� - _ _. � . I \ 4 11. 1., � -Ir .. . ".4 ,!4 ,I, ._4 ___ ."�, . 11� \ �, I IV4 IX- I_w I f \-� , :\ , , .� _If- � _ , " . //4 __ � < �-1416 �- � 1 + .\ __ � + * , -,. 30. I "( \, �<') �"I 41C 6_ I _ .,_ 11, -, i6,�"+ � + __ . __.,_ _ _._, , , ftl- I _ _r-� '1 _ " ,fr1�! - 1 t” '-Q, 1,)-� . _. 11 I,-, % " -.. �, >* 1� `��`,'11111, 114K.�3 ---, I 'L%, _�_ \-_1 I ',� "�1 % + 3,1b �1 Ik ___1 "k'- + y _1 _ $ 0 :i* ,7\ %9� $) _,, l`M 00 4 _� 00,., '. .11k, .14 iI %�:.,+,,�,� ,11,� , -,_,11, 7 3 -, -1 I I 1�_',, - - I —X\ , lelro, , _", _� ,4:3 " ..'�. .,�",,. -mg-M 2 6 Ce� - <� �L, ., -_ 0 do . I I ts . .�1� ,, \1* -) ___ .,� >1 I " ,�, �, " ,--,-, _X. "', I I"1� 1\ I � �_,., I ,N''....�', _il��.. � V-1 _. -- -_ .L_�_�,-�1�-__ .0. - .--" r- : I ;e jUI r 4- ) S. W. -, ) tr ., ...........I -I , �� izP5 ( ""� ,, - '�����, ". 1". -..-.-., �7"). 4 .___I ' �_� P1 I _ - 1 1;�4 ,?to 1 1'1� 11. �-) - ,,��-q,,Oev-zex //_17c 1110.11 111o,P I f I %.,. 1* . - T,K:. , !11 1111 Q . i 11 N �, Z, - .I.k 1 /V 11 A #a 11 " I .1. 1�9f �� �11-1 _� " 710 % - el-.-o ,//Z,/")w / - 714�ZRRD M��1111 I!!11 - Ix <I e01 "',C \ \�_ T' �1,41 SZC 4?., T. 4?S. /Q. / W, WM( I " I - � II I" `,� ,�, Z----" - � Cl '-/ el ,-qS1111114�7_aAl 111171. 0 ?,I'" �' � e , W .4Z�o ' +;;;;;�� Cl, I .. . -,�_..I I , � - - - -t- hyC7-bvo17Zdf 1_1, -',_ -A I "\_1*1 �, , N, ;1.1%-'- I '�� -�t_ I � Sm,ov\ _11__� --,, I /,';,/ ,le;l . �-ft. ___ -6 \ --_, k. -b I -_5'C.1,,,e,- ,-*,-,,m;'h0 I& MOK��-MSCR 0< _ 1.98S se.,�qz 4c: / "= 4 0 "_ -4 k :11<, '__� -_%. 4� A I . . � 1, . 6, ,S,i�":) L \ , 11�, . \, + r, �Z� Ss - S� I%n , '*% , -� .. -� " *_ ,c, ,51�, --., . '. :, �' 1; !,ft _.K - __' N \,rm�, + 1, - � I I ..� � ) WV1 ,-1V --_� -- `6 4 . , I....0 .. � I. \, - 0 �N �_^ '\ I 'Z, %T1 � ,\. .� --,,, tp, \ I \ < � I--I . - '. v. 0 \ \ �_Irk1 A',,W - Agrzfe,of- 1-,7&,ee-,- I �.1 1�� �1� _* , fs "I k ,,, . 1�kl -ill � . 1kV k % - 1. \ . '� - 7C�AV J>/' ,01'j4eP11<__ I . 1. k I I ..CA \ . .i I � . . .\ \ ��1 , I : I � 1 . r- - -�I-.. � ._,,.+� _ �_ '" I _�.__.*'...,-_Ar".�-- . < 1, , 4- ;, 4:) m ` �C'l - ., ,4T - LP�Fc,--� 2W.51�>e�'. _. _x '.\-'" I + \I �r--',., 0 11�_ . I S Z''.0 - ,��qe- C1' ,r,,v,-,-"o-7z. 0 )A.L � \ , lrz, - ,- \k% .% ,� -.07, " 1, , I.11I--' .In �\_ - :_ .. - 1:;11 I \�� -S- - selove'- /��& Cs"rl;,;?�i,.-Y) . I1-11 Nar-'t � , ( 114. I I,'.1 ", 11� . . . SHEET., . . . � 'I -I,- ?" 0 � , ---S-- 0-,p.6 .//"P,- I Westlok ,,�, Consultants Inc . . . - 1, � %1111 ' . 1 . . I 1 4,r\- I' C.5- ' 'r .,1 ,�, -L-r- r ���I "O . --A/-- - 44-,4r.,- ,//7,r .< 1\ 1 9 tv 4�� � 7145 S.W. Vrj!,rls Ad. PLANNING '�11 � "k &. --19 , I 1;",� de - Ir. .. - . off , I St.- I " ,, '..2. \ ,�(. 143 :- . C9 .�'.. �I 1_1�_.__�4.,- _- --11� _o 4. * 49F - lf�_;;Jj:!�Ily _T,d__v2_ elfromell�l igard, Oregon 97223 SURVEYING ,- - A , RlAdv - .,?., v mor- *-� - //; ' 11 � ,_ . 1;1�,, 4111; . 7 t � . '? ,,), - e ENGINEERING b_1 _ (z D, i . alle1z. - 7j,e-,'hew.v,,, o.rd;1,.-, 05_ . ^ If ,lb I ,,,,- lx�pe 1* 0,1, 684-0652 6661 . *_ .12��, r I - - ,',�'A /01 /,1;170- 1. 5.„j, 1-4� 14"�Xpz:;�11 I - 1--_ -I - ;.=Lf!7, 'dwmdw,AW�l � .I ...k,;;�,; ow. i -1� ".16.0 - A,I I -,WZ ...... . - .,,Ilwjk , I. , 1 _+;:7.;�-,- - ,�tv.#_ -._;p_ft,_ I '. - - _* ""m-we.. _ " � ” #�:�ft%_ �.4.,,-44.* -4., L :#J.'.1., 1%.-"-1%q%, . . Jov I, "*4,.--*,- -.! , SI'll - - , - '' _ - ----=Mmw- , - � ;9315m*" I __._L _� ft� 4 --If JIMI m I ,'"w �IAP I � v . . V M- -F!�1111$111111 i 111111111111iiijilil�11*1111111111111111111ill-iii-�lillf)llllfllltlllllli,1111111�lI11111IIll11111IIllIIIIIIIIIII)IIIIIIIIIIIIIIIIIIllIIIJillIIII)IIII,11"1111111IIIIIIIIIIIIIIIIIII " I* # I "r-1 . . 0 .W)IF: I I IH IS M ICROF I LMEL) 6. 1 2 3 4 _____ 5 6 7 8 9 io I 1 12_____ 1%.DRAWING IS LESS CLEAR I"AN THIS NOTIGk, IT IS DUE TO THU QUALITY OF THE ORIGINAL DRAWIN(J. OE 62 8Z LZ 92 5Z b2 2 22 12 02 6: IRI iI 91 SI I,I EI '71 11 01 6 9 L 9 S fpE ? Imot" . I - 1111111II1111IIIIIIhIIIIImllililliiilllljillllliiiiiiiiliI 111111111111111111m111111111111IIII11 IIIIIIIIIIIIII11111111I111111III11IIIIIIIIIIIII111111IIIIIIIIIIIIIII1111111IIIIIIiIIIII11111diIiiliiiiliiilliijilijilliiiiliiiiliiiiIIII111111Iiiiiiiiiilidiililililliiii�iiliiiiilliiliililiwliiiI � /" ,: Rollvr4S4�5�149 --7,*11 ,�" _�__ "I %'16/._ ,-,.7. "O - ,' -IF ,7 II 7- J - ENI -I 7 1�, 111-K- *W"-� � "'r I 'I-------+-. % *; -1111, 4TO 4�1 1_%J �� 7 \11""0 � . 1 ,off,,� - ,- , ,i-, .�� ./.- "!," zii��/f , / ,--,--,"�', / - - -) \ ,5 ,� I ( � y !� I , � ) I I I bb- - - � ���.5C�1.I�SC'c�' erC'� �G� t.J // • S�N'v✓! ��vlc� S2s-1/t?r S�_L/.t�!°..,f"' l��c'�/'.K �:1.5/s�9 C7,/ cow 74 f7�s C-c-/ Ov/ le dr/ ! Tom► H�/ --t+'fa�'!•���'F T �7 T • �jvC'_ IHd4c.2 led( 7f��� te%e dtgoa1cl AfOr ESP wi"'er f, cc s/ �1/ �i-��c e W-2 7z �e /C. �e r 5 f C- Ot.4t+ ffike" 5 F-7 MACKENZIE ENGINEERING NCORPORATED MACKENZIE/SAITO&ASSOUATES, P.C. l 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201 (503)224-9580 (503)2224-9570 Date: October 10, 1986 _ Project Number 185572 To: City of Tigard_ Attention: John Hagman Project Name: Tigard East _ Please find attached: -RT shop drawings plans samples specifications —copy of tette, _ change order _ details _calculations Number of copies: Description: 4 each Bluelines, _sheets 1 -_4 XX For your use For your review 1 CtkA t K For approval 1 XX_ As requested REMARKS: CJ JN —— - ___ _- ---- -- - - �F e.S Copyto: --_..._. ___... _- -- --- -- ---...._.-_..------- - -- -- Signed: Roger_-H e!,tCher-Lmdd-_.-.--- -- ---. _-._ Mailed XX_ Delivered To be picked up If•nclogures are not as noted.kindly notify us el once f . . • . . . . . . , • . . . . . . . . ! J : .' : : : : : i : : : : : : : : :..f. : : : : : : : :».. »:.»:...:.. ...:». ..:...:...I......»................ 2 3 O . . . . . . . . . . . : . + ....................................:.................................»»..�. .:...:.•...» . . . . . i je i E ; 2 2 5 : . : : . . . . . . . . . . . . . . . . . : ` - _ ......................................i. r � � . . . . . . . . . . . . � . . . . . . . ; . . . . . . . � _._DATE . . . . . . • . . ~ --- 2,Z a f »r..........»........._...........:.... .........•....».............» »;........»....»...........» ..............»... DRAWN BY: M W. G. f . . . . . � . . . . . . . . . CHI KED BY: .....................•............f..........»...•......»................ i.. �.» REV . . . . . . . . � iii . . .... ... » ...:. . . . . . .. . . . : . . . . . . . . P rinted Z O : . . : . .. ..................... ...........».......... »...............»: .............W........... . : : . . . . . . . . . . . . . . . . . . . . ..»...........»... orr 1986 . : : : : I KLNL { : : : : : : : : : : : .. civGINEERING .L�7 ........ .................................. ................................... ......... TN/It DRAwINOA ARE TNt »......».....•.............. ...». .... IRO RRTT OF MAtRfM=ItFait) I INttRINoo INCOR'ORAT[D ANO AR/ NOT TO t! At O'CtD IN ANY MANNIFtI{C1'T AIT" TNt rRITTlN �'tRMIM • i . . . . . . . . . . . . . . . BION OI Mal. . . . ...» ...:.......... .: .....................»:........ .................... . . . .:. .•.».:.».. ......:...:».:».........:...:.»: .................... I Of . .ICA. NCS.----- 18'7.-P 5 7 z ,� r `r �+ r d mv O$ _z r 4 Y , . 1 LLJ 1 Lij cr cc wcr a- Qo CD i g 12 u ?-U CI' 5'tP KA" +_513Z45_ 7 ° 44.80 Z30. BS t... r T- Z 30. 40 ,�tj S f xA. A Lj i Q LL VE21FY REFPTH Qo- EX15TIN4 c O 5F- R 6P-Pb CONcaTR,UCTION c or f;cwER LIh114;"g" w , W a }- o a..............................._............................ w Q Q w Cr- H Z co EL 2O . . j 2-50 _ ...... ..... . ..... ._.. ... ..:... . _... 2-2-5 aw DATE ZZD JUNE -3O , 19D6 DRAWN BY: M W G. CHECKED BY: ZIS vc. L 1 2- 10 LOS THlll DRAWINGS APIR THE -POVERTY 0/ MACKlN21/ MOS 'NllA1N0 INCORrO1�ATlD <O AND ANN NOT TO •l ql and DUCID IN ANY MANNIPI,IMCIrT MITN THE WRITTIFN •INY.t LION O� Mt 1. Sb�EET ..................i............ . ' 1 i � I f i..........:.. ..........:..:...... . .. ...... .:..�........... ........ E .. .... .... OF JOB NO: 1 3557Z r Ile P ' cc: Lli W LLI UJ < cr JJ i w r cc L ... z O a 0U'f W ru Q Crz O r � o Q 'I C) ; 2N cr T 5tD MN 95- IIS ` g 2 4 5 IZ { 30,S�5 „ Ih�,.. •�, j r LL VERIFY µ Olt Fx 15TINC, U) '� � O 5EWE.R Er-bV-Fi CON5TIZUCTION W Cc OF 5F- vEK LI►.lEt: ES Q Z ` a ........I...._................, _..�. w Q Q MACKENZIE ENGINEERING INCORPORATED 0690 SW BANCROFT STREET PORTLAND,OREGON 97201 (503)224-9560 October 7, 1986 City of Tigard Attention: John Hagman 13125 S.W. Hall Blvd. P. 0. Box 2.3397 Tigard, Oregon 97223 Dear John: Re: Tigard East Shopping Center Project No. 185572 Please find attached one set of the revised site civil plans for the referenced project. You will note that the sanitary sewer replacement line has Steen shortened, but that the basic plan is the same as the approved plans you have in ,your files. We have established that the construction costs are reduced with the new plan, however, my client is comfortable with the previously approved bond and permit fee amounts. I would appreciate your earliest review of this revised plan and your direction on how we can expedite the paperwork for the project to start immediately. Thank you for your attention. Sincerely, J David G. Larson, P.E. Project Manager DGL/jcr Enclosure cc: Dave 7_imel - Mercury Development 0 STATE OFOREGON INTEROFFICE MEMO To: Memo to File DATE: October 3, 1986 FROM LeonaJ H. Gunderson Asst. District Maintenance Supervisor SUBJECT: RE: J.B. 11 Tigard East____---:,,. I received a telephone call on October 1, 1986, from J.B. Bishop. According to J.B. , he is half owner of the Tigard East project along with Zimel of Mercury D(.jelopment. He informed me that the Anchor Grocery Store, that they were negotiating with has fallen through and he anticipated a year to a year and a half before they were ready to proceed with the development. According to J.B. , he owns all the property on the westside of 99W except the proposed mini-storage development. J.B. ' s concern on this side of the street is why the mini-storage could not use the existing entrance at Pietros to provide access to their property. I informed him that the Traffic Report that we'd received and transmittals to the City of Tigard and to us had not addressed that as their only access. I get this feeling that J.B. is liking out for #1, what development and access would best suit his proLerty to the westside of 99W. Both the City and the State should take special notice of what zoning and development occurs in this section between Park Avenue .and McDonald. What decisions are made on access to the ministorage should mandate what future access is allowed. cc: Keith Liden, City of Tigard Ron Failmezger rV CITY OF TIGAP.D exLffl_*J 1.0 /tJ PLANNING DEPT. CITY OF TIC�A RD June 11, 1986 OREGON 25 Veors of Service 1961-1986 Mr. Tom Lancaster, P.E. 2239 Monterey Lane Eugene, OR 97401 RE: Tigard East Dear Mr. Lancaster: This is sent to acknowledge our approval of the Tigard Last street construction plans; said plans to be issued by the Highway Division of Oregon State under a permit to perform work within SW Pacific Highway . A copy of our comments regarding markings and signs is enclosed. Very truly, John S. Hagman Engineering Techriciar, encl cc Mr Lee Gunderson 2131 SW Scholls Ferry Rd . PO Box 565 Beaverton, OR 97005 16dj 113125 SSV Hall Blvd,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 - C I I Y Of IIGARD NO l TCE OF Df 1;1;CON Sl I t. M Vf I OPMV NT RF..V11 W SDR 8- 86 APPLICATION: Request by Tigard Fast Associates for approval of a 11)7,000 square fuot. ret.ai.l cent.e:.r- and re fated fac i l i.t i es on pr uperty toned C-{, (Commercial (,eneral) and located on the southeast lido of Pacific Highway 100 feet south of Park Street (WC1`M M. 2CH, T .L. 100, 200, 500, 800, 801, 900, 901) . DECISION: Notice is hoe-eby given that the Planning Director for the City of Tigard has APPROVF-D the above application subject to certain conditions. The findings and cun(.lu ,ions on which the Director based his decision are as noted below. A. FINC)1NG 01 f ACT 1 . 8ackdrourid On November 22, 1982 the Tigard City Council approved (Res.lt82-132) a revision to the NPO M1 Comprehensive Plan and a Zone Change for the subject property frum Commercial Professional/General Commercial to General Commercial (file nos. CPR 4- 82/ZC 18-•82) . This change was apprc,ved subject to the following conditions : 1 . The design and configuration of improvements to SW Pacific: Highway and the access points from the site to SW Pacific Highway shall be approved by Oregon Department 4)f Transportation prior to issuance of building permits . The Oregon Department of Transportation approval shall be in writing and shall be accompanied by a plan. 2 . A maintenance agreement and plan for the frontage road and island shall be submitted with the application for Site Design Review. 3 . The applicant shall apply for Site Design Review, The Site Design Review application shall include elevation sketches showing proposed screening from abutting residential neighborhoods and a letter outlining the disposition of the existing right—of—way which the State intends to dedicate to the property owner. 4 . The applicant shall, in the Site Design Review process, address the need for buffering of the proposed development from residential properties to the east of the subject property, including the possible need fur fencing in such buffer area. Such buffering, as is determined in the Site Design Review process to be appropriate, including a six foot high chain link fence with slats so as to be site obscuring, shall be substantially crinstructed prior to the issuance of building permits . NOTICE OF Dfr.ISION SDR 8 -86 - PAGV 1 5. The applicant shall not cut or remove any trees within the ' most easterly 20 feet of the subject. property, adjoining the residential neighborhood to the east of the subject property, prior to Site Design Review approval. 6. The City staff shall provide written notice of the time and place for consideration of the site design of the subject property to an authorized representative of NPO N1 and to all parties of record in this proceeding, who appeared either in person in writing before either Planning Commission or city Council in connection with the subject application. In July, 1905, the applicant received Sensitive Lands approval to fill the existing ravine and move a public sewer line (SL 6-95) subject to the following conditions: 1 . A soils report and detailed grading plans shall be submitted to the City for review prior to issuance of any permits for site work . 2. The City Engineer shall be satisfied that the applicant' s proposal for (in-site storm retention is adequate to hold runoff to current levels, or• at the City' s option, the City Engirioer shall specify off-site improvement design on downstream facilities to accommodate increased runoff. 3 . Detailed engineering plans for storm drainage and sanitary sewer lines shall bar submitted to and approved by the City' s Engineering Divisign prior to issuance of building permits. City public impr,)vements shall be bonded for 100% of the estimated cost thereof prior to issuance of building permits. A . Site Develcap,nent Review approval shall be required prior to issuance of building permits . 5. This approval is valid if exercised within one year of the final derision date. 2 . Vicinity Information The property is adjacent to Pacific Highway along the northwestern frontage and properties zoned C••4, ] ik, on the opposite side of the street. Other parcels zoned C--G are situated immediately to the northeast and southwest along Pacific Highway . The area to the east and south is committed to single family and multiple f,+mily residiinces. The homes to the east. and southeast are tuned R -A .5 (Residential , 4 .5 units/acro) and R•-3 .5 (Residvnt.ia1 3 ', 1 units/acre) respectively and the apartments along the remainder of the southern bound;Ary are non--conformi rig units which i4r f Ttirwd C G NOI WI W DF"IA:;ION !',DV 0 116 - PM,E 2 3 . Sitr Information and Proposal Description Fhe Property is presontly undovoloped excoapt for rir,n 4,644 syuaro� foot. rotai 1 bui ldi.ng and a drainagewa_y slopes downhi I I tf,ward the. northern and of the parrnl . A front.age road situJod betwo on thn property and Pacific Highway is in the process ref boing vacated arid the land will be inrorportatoad as part or the project . The applicant proposes to develop a shopping center with Ibb,991i square fret of flour area. It is intended that the canter will contain a grocery store, restaurant, and retail stores . Access will bp providosd at the Park Street/Pacific Highway traffic si.gna1., a proposed traffic signal located in the approximate center of the project, and a right turn in/right turn out drive ;Ry at the southwestern corner of the property . The second traffic light is also intended to provide access for, the var.ant commercial property on the opposite side of Pacific Highway . 4 . Agency and NPO Comments the Building Inspection Division, P.G.E. and thu Tigard Water District have rio objection to the request. The State Highway Division states that an agreement has been signed by the applicant for the installation of the new traffic gignal. . An access permit and roadway improvement plans have been approved. Landscaping within the right—of-way can be allowed with a permit anr' is encouraged . NPO #1 has the following comments: a. Provide visual and noise buffering for the roof mounted HVAC to direct any noise toward the parking lot. b. Limit hour of operation with no activity prior to 7:00 AM. C. Move the fence to be located between the landscaped buffer and the building. d. Construct the fence prior to starting the site work . The fence should have redwood slats , e. Assure that the lighting on the site does not adversely impart nearby residences. The Engineering Division has the following comments : a. A permit from the State Highway Division is necessary prior to perform any work within the Pacific Highway right--of-way . b. All conditions of St. 6-85 shall remain in effect . NOTICE Of DECISION -- SDR 8--86 PAGE 3 c. Site grading should be approved by the City . d. The site should be developed so that adjacent parcels continue to have legal access. e. The applicant shall assure that downstream/upstream properties are not adversely effected by storm water runoff as a result of any site improvements. B. ANALYSIS AND CONCLUSION The proposed project is consistent with Community Development Code provisions pertaining to vehicular access, building setbacks, lot coverage, visual clearance, and parking. The following topics warrant i further discussion regarding conformance with Code requirements . i 1 . Landscaping and Buffering The proposed landscaping plan indicates that a buffer strip of at least 15 feet in width will be provided along all properties that are residentially zoned. Along with the vegetative screening, a chain link fence, as called for by Resolution 82-132, is also proposed. The staff concludes that modifications should be made to the proposed fence in order to adequately deal with the potential for adverse noise impacts, The site plan indicates that six loading or trash collection areas will be situated along the rear of the property. NPO N1 suggested that the fence should include redwood slats and that no loading should occur prior to 7 AM. The fence and landscaping will provide sufficient screening but will have a minimal effect relating to sound deflection or absorption, The restriction of truck loading and trash pick-up could be difficult to enforce and it appears that this problem can be better addressed by constructing a noise barrier so that adjoining residences are afforded protection at all h,jurs of tha clay. Although the City Council action calls for a chain link fence, the intent of the Code will be better served with a solid, eight foot high fence or masonry wall along the residentially zoned parcels. In addition, a loading arid delivery curfew between the hours of 10 PM and 6 AM should be observed. NPO #1 suggests) that the fence should be located next to the driveway and loading area with the landscaped buffer situatrd between the fence and 0w property line. The applicant investigated this request and found that a liability problem would exist if the landscaped strip was, as a practical matter, incorporated as part of the back yard for 'he adjoining l,it ,, 1h„, staff concurs with this conclusion and also the mairct.on,,im v of this landscaping would be more difficult. No ►':1 tit- Dt , 1•:1,1N "104 8 116 PAOF 4 A second issue related to landscaping involves a Code requirement which calls for trees within parking areas at a ratio of one tree for every seven parking spaces Eased upon the total parking space figure of 592, 85 trees are needed in and adjacent to the parking lot. The landscaping plan shows approximately 60 trees devoted to the parking area. The staff would like to review this aspect of the plan with the applicant and make revisions as necessary. 2. Noise A second noise issue which is unrelated to the above discussion deals with the HVAC units that will be used to heat and cool the building. The site plan dues not indicate where these units will be located. This information should be submitted for review. The primary concern will be the impact these units will. have upon nearby residences , 3 . Bicycle Parking The appropriate number of bicycle parking spaces is shown on the site plan. The spaces should be redistributed so that a proportional. number- of spaces are located near restaurant, and pad sites adjacent to Pacific Highway , 4 . Signage The applicant proposes one free—standing sign fuer the shopping center that will be 31 .5 feet high, 135 square feet in area and 20 feet east of the property line on Pacific Highway . The Code allows such signs with a 2.0 foot setback to be 22 feet high and 90 square feet in area. In this situation, the Code permits that during the Site Development Review process an increase in sign area of 50% may be allowed to advertise the different tenants i.n the shopping cent(ar, Also, thn sign h(light may be in( r-lased b, 2596 when the " . . . sign' s visual appeal and overall deign quality would be served. . ." . The center will probably accommodak(? at least, 10 businesses and the need for the additional sign area appears to be justified . An additional 25% sign height. would aglow a maximum height of 27.5 feat which is four feet. lower than the proposed sign height of 31 .5 feet. The applicant also has not p;ovidod any justification for any additional sign height . lha PIannin(I Direr_tor approves SDR 8--8G subject to the fciII(iwirig conditions : 1 . UNLESS 01HVRWTl-J- N01 D, ALL CONDITIONS SHALT_ BE ME1 PRIOR 10 1i1'3I1ANCI UI BUTI_t)ING PF.RMI IS. N01 If''I rel 1)I i,l! 1t)N !.f►R 0 86 fW111 > Mir W 2. Street improvements including sidewalk, curb, streetlights, driveway access, signalization, signing, pavement marking, storm drainage and utilities shall be installed along the SW Pacific Highway frontage. Said improvements along SW Pacific Highway shall be built to arterial standards and conform to alignment approved by the City and State of Oregon. 3 . Seven (7) sets of plan-profile public improvment construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer-, detailing all proposed public improvements shall be submitted to the Engineering Section for approval 4 . Sanitary sp-Aer and storm sewer plan-profile details shall be provided as part of the public improvement plans . i 5. Construction of proposed public sanitary and storm sewer relocation improvements shall not commence ur)'LiI after the Engineering Section has issued approved public improvement plans . The Section will require posting of a 100% Perfrirmanc:e Bond, the ' payment of a permit fee and a sign installation/streetlight fee. i Also, the execution of a street opening permit or construction ! compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 6. Documents shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSFD. 7. Joint use and maintenance agreements shall, be executed and recorded on City standard forms for all common driveways (if necessary) . Said agrepments shall be referenced on and become part of all applicable parcel Deeds . Said agreement shall be approved by the Engineering Section. JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE ENCLOSED. 8 . The conditions of SL 6-85 shall remain in affect. 9. A solid wood fence or masonry wall which in 8 feet in height shall be installed along the property line where the subject property abuts the R-3 .5 and t-4.5 zoning districts . Said fence shall be constructed prior to the issuance of building permits . 10. The landscaping plan shall be revised to meet Code requirements for trees within parking areas . 11 . The location and method for noise reduction for the. 11VAC; s_ystemg shall be approved by the Planning Director. 11 , lho location ani design of the bicycle rack spaces s1i,i11 be reviewed and apprc,ved by the Pianning Director. N01111 (A ')DR 9 86 PATI 6 eye 13 . The proposed free—standing sign for roe project shall have a 20 foot setback from the front property line ar-d shall not excoed 22 feet in height and 135 squara feet per side. The applicant shall obtain a sign permit prior to construction. 14. No deliveries or trash pick—up shall occur at the rear of the projact between the hours of 10 PM and 6 AM. .15., This approval is valid if exercised within one year of the final decision date noted below_ D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XXX The applicant 6 owners XXX _ Owners of record within the required distance XXX The affected Neighborhood Planning Organization XXX Affected governmental agencies 2. Final Decision: THE DCCISION SMALL GE FINAL ON APRIL 21, 1986 UNLESS AN APPEAL IS FILED. 3 . Appeal Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 4 : 30 P.M, APRIL 21, 1986 4. questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall , 12755 SW n43 Dom 23397, Tigard, Oregon 97273, 619--4171 . PREP�A E e: pi den, Senior P1 er DATE 00 William A Monahan, Director of Planning 6 Dovelopment DA11 APPRt)VFO (KSL:kr-235) N�•�1 tea nl I�! � I .tiMl �,U1, N 8t; f�n�.i t f r s 'f - --- �r� ... _...._. ..�.....r._...............a.,.........,..,m. .........-.,...,..,.,._.......:.,.w..:.....x...wrww...:.- •—w.w;uNNiwiol:s:,ri+auctitn�uF:.�u' v,»wuroaiway.�uY��r„YMen:d�uraSlMliifel�:n�w, MDI MERCURY DEVELOPI.iENT, Inc. Development • Management 338 N.W. 5th Avenue Phone(503)223-2108 P.O. Box 5308 Portland,Oregon 97228 April 11 , 1986 "Hand-delivered” John Hagman City Of Tigard P.O. Box 23392 Tigard , Oregon 97223 Re : Tigard East Dear John : Attached ' copie of Street Widening & Access Improvement Plans for Tigard East which were prepared by James A. Branch . Please rev .ew at your convenience and contact Mr . Branch with any required changes. Sincerely, MERCURY DEVELOPMENT, INC . (Agent for Tigard East Associates) Paul K. Gram , Project Manager PKG :b j z Enclosure i �' Mernlwv, International Connril at Shopping Centers wfo Unified Sewerage Agency of Washington County 150 N. First Avenue Millsboro, Oregon 07133 503 848-8821 Mardi 18, 1986 CITY OF TIGARD PO BOX 23397 TIGARD OR 97223 I Gentlemen : SUBJECT: '11 CARD EAST UTILITY REAL I GNMENI PLAN The construction plane on the above-referenced project have been approved by the Unified Sewerage Agency. If you have any questions, please do not hesitate to call . Sincerely , Terry Chamberlin Design Engineer TC:jb Enc. 72--4HH ..�................_..... �.�.. ......._........... d �. MAIN-THIN MANI-IOLE fZ' S ASO�/E 4 ADE bLlRll kX I CONSTIZUCT!OMl OF 5UE5S`0LISNT CUTS , :FILLS. Z• GROUT kAAIJI•.IOLE ;ZIKJ6r5 AMD McVE.NT DAMAGE A� =' PROM GRADIMIG, AI.1D OTHESZ 5U13SEQ.HENT ! O)T.Q, Cc�l.lsT{ZUCTION D rZATIOhJS- . . .............. 3. SET ALL RIMS AT FINISH PAVINGr /LAMIDSCAPE ! � 1'IC,-V`cA �1 6rIZADE THIS CONT".CT. 4. UNLESS OTHE>zw'lSE MIOTCD) ALL T2EIvCNE5 SHAL J� I BE FULL DEPTH ROCK BACKFILL. AND CLASS � �tl I C.�� �c` s ! B5_Dol N�. _............ ......._....._. 5. ALL PIPE. To PSE C - 14 CLASS 3 CdNCfz'ETE BELL A, SP140T IZU13BEIZ ,,JOINT' PIPE OR ASTM, F+ 3034 P v.G. , UNL.ES5 0TI-4ERWI5E NOTED ON la. REA. OVE; OLD SAID ITArZY SEN':U '1`................ APPROVAL OF NEW C'ON STRL CTION.'o'RI:PLACE WITH F'ERFORA.TIE PIPE. AMID nzewCI-I BACKFILL-� `� (� �►�� RErSR TO GRADING, PLANS BY' RICHARD —_ F_1-1MANN. ASSOCIATES, -- DATE — 7. TOr�OG,RAPwIC SUZ—V--=Y ASN7WV S ' EENE7 _ JAN. _ ON THIS PLAN, WAS PIZEPAIZEf� 6Y ± DAMNN LEN SCI-IEL5KY, P.L•S, . CIRCLIJ �_TfC-41 `op!y V.- k� E OTTCHER APPPOVED FOR CONST CHECKED sr: ISSUED BY PATE D �RC) .... (CITY OF r ._............:...__. _.... ►..��.� � TRAt�►FER s LL INAP SERV DEP1: 4 BY —DATE.F.._.....pTOC4R. DPc�AlONafE�1: . � *7tv 1..._. ....... __ .» F rv►,�S mueb '1D 6E CITY ENGINL._%i: C1'- L..... ...... P G.S-Ll.. a rM�rwc� 6 t lomJJMMxs Al rf�N. ��1 p ! 1 N �Nt • 1 N 'y9dls—._DATI'� I Z� ►ON a �. MIT _...� STORER CABLE Co ;!v . _oA J. ' _._..._ ....... .._ ..._........ . . �_._.................. I � I -�• 4 W NAT(`„AS CO BY DATE ✓-I I` I � _............ Qf 'llNIF SfaM At;lE+rty evATE .aim-NO: 18'5 5 7 z 1 ; r lh \ r,_ e. CC ui - -..•ate � � ,y �r . WQ�V W LIJ o , , `* W Q cr •.A• �� ► , z0 �2LF a:� f ~vl a0 , rte. v � Y , � ��mrd ,.O/ Uo C, Tit Q 40 _I.E. 240.4 Q a W a" 02LL _J o Q, b41 Wcr Cl) W C7 � '` � aQ REQUESTS FOR COMMENTS �C� TO: DATE: March 6, 1986 C FROM: Tigaa P1 nning Depart ent RE: A request by TIGARD EAST ASS0CI4TES for a Site Development Review for a h 150,000 sq. ft. retail space on property zoned C-G (Ge.ieral Commercial). LOCATED: Southeast side of Pacific Hwy. Approx. 100 ft. south of Garrett St. r (WCTN. ZS! 2CB lots 100, 200, 500, 800, 801 , 900, 901). Attached is the Site Plan and applicants statement for your review. From information supplied by various departments and agencies and from other "q �l information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal ir. the near future. Ito comment on this application, we need your comment3 by March � '8 19 86 You may use the space provided below or attach a seAifa a letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, -contact the Tigard Planning Department, P.O. Box 23397, Burnham and Ash Ave. , Tigard, OR 97223. Phone: 639-4171.- STAFF 39-4171.STAFF CONTACT: Keith T,idPn PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. \. Written cf.-rents: _ul 17 Name of Parson Commenting:_ _ Phone No (KSL:pm/0356P) CITY OF TIGARD, OREGON ( ENGINEERING SERVICES REVIEW CHECKLIST REVIEW OF1SUBMITTAL CHECK ( TF TTFM WA:! NAME: DATE: IDEREI'' I) AGE14CY COORDINATION (OR) PERMIT CONSIDERATIONS: AlFederal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C.O.E. . E.Q. , F.E.M.A. , U.S.F.S. B) State . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.C.D.C. , State Lands, Commerce Dept. , Board of Health, O.D.O.T. , B;R.C. , P.U.C. , Water Resource, Wildlife, D.E.Q. , Park-- & Recreation. C) Regional . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ([ t Metro, Tri-Met D) County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.S.A. , Public Works, Health Dept. , Land Use & Transportation E) Local . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1) City of Tigard: Development Services, Operations, Building, Engineering, Engineer, Finance, Administration, Council, Planning Conunission, Park Board, N.P.O. (NOTE: Pg. # 2 for details hereintegard) 2) Other: Fire District, P.G.E. , N.W. Natural. Gas, Water District, Telco, Storer Cable, Solid Waste, Private Ownership, School District I ! ) GENERAL CONFORMANCE CONSIDERATIONS: A) Transportation System 1) City of Tigard: a) Comprehensive Plan b) Street Classification(s) c) Bike/Pedestrian Path Plan d) Traffic Studies (CH M Hill & STRAM) e) Existing, Pending, ander Construction 2) Regional Transportation Plan B) Sewerage System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _... 1) City of Tigard: a) Master Sewerage Plan j b) Exi!;ting, Pend iny, Under Construction 2) Unified Sewerage Agency Regional Plan C) Stormwater Runoff 5ystom . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1) City of Tigard: A) Master Drainaip, Plan (CH2M Hill) b) F.I.S. ; C.O.E. Maps (Floodplain & Sensittvi- Lands) 2) Reyional Stormwator Manan(%merit Plan 7 D) lark & Greenway Development Plan - ._ _.._�. .Lk I E) Capitol Improvement Program . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1) City of Tigard 2) Wa�;l,i nql on (aunty .. LAMIL ENGINEERING SERVICES REVIEW CHECKLIST (C'ont'd) F) L.I.D. G.^alopment 6 Non-Remonstrance Status . . . . . . . . . . . . . . . . . n r ITEM WE) DEAILS: Sensitive Lands . . . . . . . . . . . . . . . . . Comp. Plan Amendment. . . . . . . . . . . . . ❑ Floodplain. . . . . . . . . . . . . . . . . . . . . . .IJ Zone Change. . . . . . . . . . . . . . . . . . . . . . .❑ Major/Minor Partition. . . . . . . . . . . .❑ Conditional Use. . . . . . . . . . . . . . . . . . Planned Development. . . . . . . . . . . . .. .❑ Temporary Use. . . . . . . . . . . . . . . . . . . . Annexation. . . . . . . . .\. . . . . . . . . . . . . .❑ Variance. . . . . . . . . . . . . . . . . . . . . . . . . Building Permit. . . .` :. ... . . . . . . . . .❑ Nonconforming Use. . . . . . . . . . . . . . . . p Sewer Connection Permit. A . .', . . .110 Accessory Structure. . . . . . . . . . . . . . p Sign Permit. . . . . . . .`. "� . . . . . . . . Tree Removal Permit— A'. ."" . . . . . 0 Fill Permit. . Frlf ... . . . . . . . . . . `' Blasting Permit. . . . . . . . . . . . . . . . . . Street Opening Permit. . . . ... . . . Special Assessment—. . . . . . . . . . . . . .0 Compliance Agreement. Business Tax. . . . . . . . . . . . . p retailed P.lan. . . . . 3.F!'� .. .... .. . Fees. . . . . . . . ��..';`, .�F\ Dedication. . 3 ��.�:'s.vrp •. . . . . . . Joint Use Agreement: . . .. . . . . . . .. . n r Easement(.:'::'�:y�.R1.A. . . . . . . . . . .�' Maintenance Agreement. . . . . . . . . . . . . System Development Charges: C` ILS Seact Extra Capacity Streets. . . . . . . . .❑ Recreation Facilities. . . . . . . . . .❑ Storm Drainage Improvement . . . . .❑ Sanitary Sewer Surcharge. . . . . . . .C1 III) SPECIAL CONCERNS: A) That this information (form) be routed to the City Engineer for review and comment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Yes 13.. No U \ 1 � Room 1 ENGINEERING SERVICES REVIEW CHECKLIST (Cont'd) IV RECOMMENDATIONS: i P Al Apply the "Standard Conditions" noted on pages #4-6 (herein) . B) A P 4:2 Z,I; 4,214j I -,f e 14 j/. CA-- IIA-1 Yr DA-7 C) :5, A-_-2 J 14 L)r All C- te sets NOTE: Attach additionAl e t-s f mLlcessary. Page STANDARD CONDITIONS UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. N � ( �..__- - _.. .._..-_ J / 111./' i./.�.• treet improvements including sidewalk#, curb#, streetlights, driveway `ajrl ,?,storm drainage and utilities NeFivto inrbieoitQm�j shall be installed along the frontage. ' Said improvements along _ `^:��1��--- ___, _shall be built to - _ standards and conform to Aft Alinment I rg auijaca�rt�-�i.mpr'av4mantl �r <� � ��• ;y' Standard half-street improvements including sidewalks, curbs, streetlights, driveway aprons, storm drainage and utilities (delete inapplicable items) shall be installed along the frontage. Said improvements along _ shall be built to standards and conform to the alignment of existing adjacent improvements and (or) Seven (7) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval . J -- fir/ y IY / ,� , �.rt •�- 1 Sanitary sewer/plan-profile details shall be provided as part of the public improvement plans. I ., Construction of proposed public/, improvements shall not commence until after the Engineering Section has issued approved public improvement. plans . The Section will require, posting of a 100 % Performance Bond, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS A oriv (1 ' ) foot reserve str ip granted to the "City of 1 igard" shall be provided at the terminus of Additional right-of-moray shall be dedicated to the Public along the frontage t.o increase t he right -0f•--way to _ feet from centerline the description for said dedication shall be tied to the exist inq right-of -way centerline as fbik dor-umont•, shatl be on City forms and Approvi�d by the Engineering Section DEUICATION FORM, ANT) INSINUC110NS ANI EN001,111) Additional right of way 9hai1 bt. dedicatod to the Put)iis along the frontage to increase. the right-of ray to feet from centerline. The description for said dedication shall be tied to the existing right-of-way centerline as established by I _ The dedication document shall be on City form.: and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. _ Joint use arid maintenance agreements shall be executed and recorded on City ytanda, forms for all comnrin drivewayso. Said agreements shall be refer-...ed on Arid bcr.ome part of all applicable parcel Deeds Said agreement shall be approved by the Engineering Section JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE ENCLOSED Street Centerline Monumentation 1 . In accordance with ORS 92.060 subsection (2) , the centerlines of all street and roadway right-ot--ways shall he monumented before the City shall accept a street improvement . 2. All centerline monuments shall be placed in a monument box conforming to City standards, and the top of all monument boxes shall be set at design finish grade of said street or roadway . 3 . The following centerline monuments shall be set : a. All centerline-centerline intersections. Intersections created with "collector" or other existing streets, shall be set when the centerline alignment of said "collector" or other street has been established by or for the City; b. Center of all cul-de-sacs; c . Curve points Point of intersection (P . I ) when their position falls inside the limits of the pavement otherwise beginning and ending points (E3 C. and E C. ) d. All sanitary and storm locations shall be placed in positions that do not interfere with centerline monumentation. The "basis of bearings" for the Plat or, Survey shall be which is a part of the Tigard Field Survey Network After review and approval by the Planning Director and Public Work Director, the Final Plat shall be recorded with Washington County (RSC:bs/0727P) ti•� T //1111 C� �f n-Y. 1' •' Q • OAU ; �• \ �.••. a SSM 1�„ gonncYiu n Y , ISKf •+ r - - 1• '� 1T •(110 /tt • J S j kA c\ Ac---- S Y I / •--� i• 717 I �1 •� I .rY 1 S' i � C ].1.. V,7.v'L Cly t C 1 N •. Yl I r C I N ITY MAP � �' T'i�F��� co�1'i'1ec� 514►�I� I IJT �'t Ie.�tlt�t+R kor Emit E� TWL ��V F�•+0► �t �T 'S „ LOCATION OF UTILITIES SHOWN IS APPROX ►MALE, CALL RESPECTIVE UTILITIES FOR UTILITY LOCATION/ DEPTH BEFORE EXCAVATING ALL MATERIALS AND WORKMANSHIP SHALL MEET "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" (OREGON STATE HIGHWAY DIVISIOIJ, 1984 EDITION ) � -FhR , 'TRAFFIC SIGNALS AN PAINT STRIPING TO BE OF `T'Ap- %TkNs �1�41�1WA't b�V'��1d1��p" 'L!fi BL H_MARK, N.E. DOLT IN LAMPPOST AT ENTRANCE TO "PARK PACE" MALL; #13599 S.I,I. PACIFIC HWY. ELEV. = 248. 21 CONSTRUCTI(A BASELINE IS THE FACE OF EXISTING CURB ALONG THE SOUTH SIDE OF PACIFIC HWY. ( 99 WEST ) STATION 0+00 IS AT THE FACE OF CURB AND A FOUND 3/4" IRON ROD IS 9.0 FEET RIGHT OF STATION 0+00. STATION 1 +33 IS AT THE FACE OF CURB AND A FOUND 3/4" IRON ROD IS 19 . 7 FEET RIGHT OF ST,4TION 1 +33 . Q� Proloot-TIt!•-Lee•tien � PNofEss�o PACIFIC HWY. WEST, �'JIDENING AT TIGARD - EAST " SHOP. CTR . ` 1E • �/ 8450 iG'' ,.� TIGARD- EAST " 0 ORIGIN ?z.� �l ` Branch Engfij]74C�-03W_4 f`s A. BRAND 212 O eltrw•t •Lrinp/,•rd OCole, iN T S O•t• Rield ■eol, 1Ve 3 2U k�(o 45 SNEET � 4� ____ O F _____ SHEETS REQUESTS FOR ,COMMENTS T0: ���� ') ' / rD< TE: March 6, 1986 FROM: Tigard Planning Oy(partment RE: A_ re!luesL by TTGARD EAST ASSOCIATES for a Site Development Review for a 150,000 Sq. i.. :e aii :;pare on ,lroperty zoned C-G (General Coamiercial). ..0CA'1LO: Southeast side of Pacifit iIw . :', crux. !00 ft - " irrert St. 40T14 2S I ,2CS luta 100, 20U, 500 dU i , 90(' 9U i) •_;.ached is the Site Plan and applicant's stato.nent fcr :nformatio� supplied by various dpPartmnnts ate' agep::ic:s and ;;they• information au:., lable to our staff, a t-ppo-t e.nei _c?rQC:'?enda' ion :.' be prepared and a decision 4 .11 be rendered on t,-,e propcsal in Vvi no, r - inure !-Ou wish to comment on thio application, wt need your comrne;1ts b'! . 'Inch 18 19 86 You may use the space provi.dcd below o:• ~e�ttach a se;crate letter to ratum your c,imments. I_ f VOL are unabio to r•cuponc by above d _.;,, a o,, please phone the staff contact noted below with your comments r.i confirm your convents in writing as soon as possible. If you hn.ve any auestions regarding this matter, contact th Tigard Planning Oepurtmant, P.U. Hoi, 23?97, Burnham and Asir Ave. , Tigard, OR 97223. PhonQ: 639--4171. STAFF CONTACT: kelrh T.ifipn PLEASE CHEM THE FOLLOWIVG ITEMS THAT APPLY: We have reviewed the proposal lr �^�f�-�+ r�� p posal and have no ob' cti�dFA IM�i�+.i 2-A Please contact _ of our f�e. r� LJ Please refer to the enclosed letter. L , ADE A'1 SEC. Written comments: cr VOti OL_-J�r. e, i.)e- ex;r e'.n / [ S�iOc✓ i F'7a.ir /_)�'_...����i=�b'/'�IC •;i --._ --.-1JLL[—G,L`— r �Yt''r r .^,is._.•l.t.l !Jy-c, Aa a4 J S/i ...�:.._ tiT1 .' L?[� ��)/t C'6 C�C1/1 IiJL' 4���Pe�� -'—...__..t— fir'".. �%., . _._..G�../i..Y.... ._.— s_ •' CjJ., _._. _ _.._ i ;Vamp of Por•aun ComMwnting: •-w.-,,, Flr.�nn No �'`=L "/0356P) AeCN'� APPLICATION AND PERMIT T PERMIT NUMBER CONSTRUCT APPROACH ROAu r �_.. a'rti HIGHWAY DIVISION _ HIGHWAY NAME MILEPOINT ENGINEERS STATION Pacific Highway West 10.042 128 + 69 HIGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE LiNORTH X EAST tW __ I Washington ❑ SOUTH ❑ WEST Commercial Development BETWEEN OR N* R LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS S.W. Park AND S.W. McDonald 4V-294 1 of 2 & 2 of 2 Rev. 9-9-85 APPLICANT NAME AND ADDRESS BOND REQUIRED AMOUNT OF BOND REFERENCE _ YES H NO OAR 734.50-025[6) Mercury Development Inc. INSURANCE REOUIREO REFERENCE ® ADMINISfRATIVEFEE 338 N.W. 5th Ave. ®YES El NO OAR 734-5&025(3) ❑ TEMPORARY DEPOSIT — Portland, OR 97228 AMOUNT CHECK NUMBER $ 50.00 A?M Paul Gram DISTRICT MAINTENANCE SUPERVISOR DATE COMPLETE APPULATION RE.EIVED X REGION ENGINEER DATE L I X _— UTILITY PERMIT SUPERVISOR APPROVAL DATE APPLICANT APPLICATION DATE APPROACH ROAD COMPLETION DATE X _ REFERENCE OAR 734 50-050(4) —- The appNcaM declares that he//she Is the owner or lea/ee of the realsdk**V the above lescrlbed highway and has the lawful authority to apply for this permit.When this sp- -- PACAltbn N approved by the Department v.vrsnsponahon,the ,ant W stq t b the terms and provisions contained twain and attached hereto;vis the terms A Oregon Ad- ministrative Rub.Chapter 731,Olvlsion 50.wish,:•Is by IN reference mads a part Of this pan W Copies of the Rule may be obtained from the District Maintenance Supervlea's office Issuing of permlls+edar these regulations M not a 11"of oornptarM with the autewide phanning goals or she acknowledged comprehensive plan for the area Pern Its are issued sub- led�btheapppprOvat of city county or other government@]agenclea he*gWar,Io1M supervtabn over the aactbn of highway or suthorttf b regulate land use by trema of toning andjor buMdkng regutstsons.h"be the applicant'a rssponsbs ity in obtain"ouch approve!Inck.dhhg,where appsrable,IoLAI government determination of compliance wish the statewide plomkV goals.(OAR 734-50,055) SPECIAL PROVISIONS 1-11 the propcizgd application requires traffic control devices and/or special road construction,the applicant shall provide a copy of this application to the affecteo local government.The original application frust be signed by the local govemment official LOCAL 9(�ENT OFF' AL SIGN URE TITLE C OATS, '00 x 'r - 11 , Ij 2.-The ajilplica4&itis contractor shall notify the Dlstritt MaintenSA Supervisor's o Ice at least 48 hours in advance of c9Amencing work and aftopfxImpleting the work Covered by this permit.(OAR 734-50-040)Telephone Numger: 3-A construction finance agreement for the installation of a traffic signal. at this approach and the traffic signal modifications at S.W. Park is required. Appli- cant is responsible for :311 costs involved in the design and construction of the signal installation, mod if icat ion, and roadway. . TYPE 5 APPRJACH ROAD-- CURBED HIGHWAY rNOTE:AIImaterialslMworkmanshlpshallbelnaccordancewlthlhecur- W - rent State of Oregon Standard Specification for Highway Construction W- 50' n,- 40' R,- 40' IA- 900 p R/W - CURB TYPE Dc- 48' Omw-65' C _ -- — SIZE AND TYPEL'OMPACfEI`fNICI(NESSANCHE S) - STONE BASE ___] Extp Curb 1 "-0 14" STONE LEVELING SIZE AND TYPE COMPACTED THICKNESS' 'CHES) COURSE _ 3/4„_0 _ 2 _ \ PHALTIC CLASS COMPACTFDTHiCK FSSONCHES) DC CONCRETE $ & C 4” PAVEMENT Hwy PLAN 734 31110 IF(3-83) SEE SACK OF APPULAiION APPLICATION AND PERMIT T' CONSTRUCT APPROACH ROA.. PERMIT NUMBER HIGHWAY DIVISION HIGHWAY NAME MILEPOINT ENGINEERS STATION _Pac if i c Hiqhway fast 10.1_14 132 + 50 _ rnGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE ❑ NORTH EAST _ nent 1W Washington ton SOUT0 CatmercialdevelopH Ll WEST BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP APln ATTACHED DRAWING NUMBERS S.W. Park AND S.W. McDonald_ 4v-294 1 of 2 Rev.9-9-85 APPLICANT NAME AND ADDRESS BOND REQUIRED AMOUNT F BOND REFERENCE P9 YES ❑NO OAR 734-50026(61 $ 5,000.00 [Mercury Deveiopment Inc. INSURANCE REQUIRED ADMINISTRATIVE FEE 338 N.W. 5th Ave. ®YES El NO OAR 734-50025(3) ❑ TEMPORARY DEPOSIT_ Portland, OR 97228 AMOUNT CHECK NUMBER ATPN: Paul Gram DISTRICT MAINTENANCE SUPERVISOR DATE COMPLETE X APPLICATION RECEIVED REGION ENGINEER DATE UILITY PERMIT SUPERVISOR APPROVAL DA"E X APPLICANT APPLICATION DATE APPROACH ROAD COMPLETION DATE: X _ REFERENCE.OAR 134-50-050(4) —p— The sppllcsnt declu on that he she Is dwn owner or lessee of the reel property adjoining the above described highway and has the lawful sulhority to apply for this permit.When this ap- — pWA- tnon N approved by the DgpWWOM of Traraponetlon,aro applicant Is sugect to the terms @nd provisions contained herein and attached hereto:and to twins of Oregon Ad- miMstrative Rule,Chapter 734,Division 50,which to by this refenwna made a pan of this permit Copes of the Buis may be obtained from the District Maintenance Supervisor's nffks. Issuing of pw"ft under Tem regulations is not a enrnddkkqp of eompiance with the statewide planning goals o.the acknowledged comprafnwntive plan for the,was.Permits are Issued sub- p�scct1 ro Kaapp�w I of city,county or ower governmont I aOwncIs$hovkV eater joint supervteton over sa section of highway or authority to regulate land use by means of toning aridlor huedkng regula s It shall De the eppicaM's respon;V4 to obtain any such approval induct ng,where applicable,local government determination of compliance weln the statewide panning goals(OAR 734-50.065) SPECIAL PROV.SIONS 1—If the proposed application requires traffic control devices and/or special road construction,the applicant shall provide a copy of this application to the affected local gove nment.Th ginal application must be signed by the local govamment official. I )CAL GOVESiN— (N,bR OFFICLA ATJR TITLES DATE f X _r- _C"���y,j-'�l�lYt`!'�K �/V'eeJ�!u G- 1�D OS The e I nt or s contract r shell notify the District MalntejfAnce Supervisor�office at least 49 hours In advance efcommencing wtxx and atter Co Dieting the work coverod by this permit.(OAR 734-50-040)Telephone Number: 3-Applicant to install and maintain signing to control right turn in and right turn out as shown on 1 of 2. 4-Widening for right turn lane, bike lane, curb and sidewa:ik as shown on sheet .l of 2and 2of 2. 5-Improvement of existing roadway and radius at Park Street. station 121 + 42. T YPE 5 APPRO)AGH ROAD—CURBED 11'GHWAY NOTE.All material and workmanship shall be In accordance with the cur- W rent State of Oregon Standard Specification for Highway Constnu.'_�+n. — R/W 1 W R 33' 0( �� ' a 551 , 401 �90o DR/W � D,- 36' nA CURB TYPE- 9' C -- ySIZE AND TYPE COMPACTED TH"NESS(INCHES) STONE BASE –� _T -Extg Curb 1Y"-0 _- 14" STONELEVE'LINQ SIZE AND TYPE COMPACTED THICKNESS(INCHES—) COURSE _ 3/4"-0 2" OC A PHALTIC CLASS COMPACTED TWKNESS(INCHES) CONCR-Hwy I q\ I PAVEMENT B & C 4" _ ? LAR! 7,U 3307F(3 3) � � SEE SACK OF APPLICATION ,t April 3, 1986 ' RD ' } WASHINC.MN QOMTV,OREGON Tigard East Assoc., Inc. P.O. Box 5308 Portland, OR 97228 ATTENTION: Mr. Paul Gram, Project Manager Re: "Tigard Eas " (Sanitary and Storm Sewer Relocation) Dear Mr. Gram: Enclosed, please find the Compliance Agreement and► fnr�ance Bond (forma) for said project. After signature thereof by the p incipal(d,) and notary y and, in the case of the bond form, by the s rety, p ease retur both documents for final processing. After City exec.ut' nand ackn ledgment, a copy will be transmitted to you, for your ile, by the City Re order. Subsequently, thereafter, a approved pub is impr vement copitruction plans can be issued upon receip of a check, in avor of. the City/of 'Tigard, Oregon, in the sum of $ 3.387.0 ; being a said greemeit (therein stzrpd) deposit/fee(s). i Yours truly, I /" John S. Hagman JS •pjr L II �p�r Tht ss�, -- Slor►�n 1��+eS ,� -��.a e,n.,.l o•e d Cew/+'1�s•�e mud 1.: A� bYIL "% il" a....»...--k 12755 S.W. ASH P.O. BOX 23387 TIGARD,OREGON 97223 PH:839-4171 SANITARY & STORM SEWER PERFORMANCE BOND J Bond No. KNOW -ALL MEN BY THESE PRESENTS, that we Tigard East Associates, Inc. , as Principal,, and a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held kLo nd unto the City of Tigard, Oregon, a municipality of the State of Oregon, 'h -e`t�-tar____called the Obligee, in the sum of S 84 ,685,00 , lawfu money of he United `lt4es of America, for the payment of which we, as Princi al, and as Surety, jointl and severally bind ourselves, our successors and as igns firmly by these press_ . THE CONDITIONS OF THIS BOND - AND OBLIGATI IS SUCH, that the Pri ipals are constructing (relocat ' sanitary and sto m sewer ]JACS located in the City of Tigard, Orego , and hive en"red into a Sanitary& Storm Sewer_ Compliance Agreeme t with respect to timely development and improve nt thereof, a copy �f said Agr�,,ement is attached hereto, and by �� eferenceImadce a part ,!hereof; and. N0�1, THEREFORE, if �ho Principa herein shall faithfully and truly observe and comply with all to s of the Agreement and shall well and truly perform all matters And thing undertak to be performed under said Agreement and under all ord nances, egulation and conditions of the Obligee applicable to said develo nt and improvement, and shall promptly eke payments to all II persons supplying la r or wAterial for any of the wort; provided by said 1 \ agreement, ard shall nott_p%rvait any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain full force and effect. n the vent of suit or action be filed by the Obligee hereunder to enfor� said ontract or to recover under the terms of this bond, in addition to all Vther rights and rwr-±dies hereunder, the City, in the event it shall prevail, ` sha: be entitled to recover such sums as the Court may adjudge reasonable as H for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this day of _, 19 Tigard 1:a9t Associates, Inc. Oee� e_ y_ e.C.1.l.4-J Principal 4 rC.�Aw-0.c44 By ; saa1Z_ 7.k&,-,0� �? / (seal) By (A true copy of the Power of Attorney _ must be attached to the original of Surety this bond ) Attorney-in-Fact (0921p) IN WITNESS WHEREOF, the parties have executed this agreemAnt pursuant to authority vested in each of them. CITY OF TIGARD: PETITIONER: Tigard East Associates, Inc. X Mayor X City Recorder (Attach Notary Acknowledgement hereto) Return Signed Copy to: X (JPpm/02235) 4 ._ a a a B. At such time as all public improvements have been completed in accordance with the City's requirements, Petitioner shall submit the aforesaid "certificate of installation conformance" to the City to notify thi City of readiness fur conditional acceptance inspection and, then, upon notification by the Department of Community Development that thh requirements of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond, if not already provided with the performance bond, form approved b; the City, to .provide for correction of any incomplete work or any defective work or maintenance becoming apparent or arising within one (1) year after conditional ac aptance of the public improvements by the City. 9. Upon receipt of certification from the Department of Community Development that all requirements have been met, and a one ;ear Guarantee Bond, the City Council agrees to conditionally accept the public improvements su0ject to the requirement of completion of all work and correction of deficiencies, and maintenance, for a period of one year. 10. Petitioner agrees to correct any defective work and to perform any maintenance, upon notification by the city, arising during the period as hereinabove set forth. 11 . At such time as all public improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of readiness for final inspection and upon certification by the Department of Community Development that all regi,irements of the City have been met, the Council agrees to accept said imrruiements, for operation and maintenance responsibility, and release the Petitioner's guarantee bond. 12 That Petitioner-, in consideration of City approval of the application to construct public mainline sewer within the boundaries of easements held by or to be held by the City, does hereby covenant and agree to save, hold F:armless and indemnify the City, its officers, agents and employees, for and from all claims, demands, damages, and each and every other obligation that can or could arise from the neglect of Petitioner, his officers, agents, contractors and employees, or from trespas- upon property outside of the easement area, including attorney' s fees and costs, if any, necessarily incurred by the City in defending against such claims, with the intent and purpose that the City shall be made whole with respect to any amounts it: may be required to pay or be held liable for in connection with exercise of real or assumed privileges afforded Petitioner for sewer construction purposes. 11 . The parties hereto adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at. or prior to the time this agreement is executed on behalf of the City Petitioner further agrees to maintain said bond in full form and effect until otherwise authorized by the City in writing 1 w �w ■r �r 3 . in the event that the Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time specified, upon ten (10) days notice by the City to the Petitioner and the Petitioner' s surety, and such default and failure to proceed contii,uing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against the Petitioner and the Petitioner's surety and in the event the same be not paid, bring an action on said bond to recover the amount thereof. ;n the event that such action be brought, tha Petitioner and the Petitioner' s surety shall be required to promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and cost incurred by the City, both in tie Trial Court and Appellate Court, if any, or the City may at its option bring proceedings to enforce against the Petitioner and/or Petitioner's surety, specific performance of the contract and compliance with the standards adopted by the City of Tigard, and in any event, in a like manner, the City shall be entitled to recover such sums as the court may adjudge reasonable for the City attorney' s fees and cost, both in the Trial Court and and Appellate Court, if any. 4 . Petitioner, concurrent with the execution hereof, agrees to pay the following fees and charc+es: a. A plan check and inspection fee to cover the cost of City review of public mainline construction plans and, in the City' s interest, periodic inspection of mainline construction (except building connections) in the amount of $ 3,387.00 b. A connection permit fee to cover the cost of processing building sanitary sewerage connection permit applications and performing inspection of building connection(s) . Said fee to be determined, levied, and paid prior to connection of building sewers to (this) public mainline sewer. C. A surcharge to connect directly or indirectly (strike inapplicable word) to an existing public mainline sanitary sewer which wa! installed without cost to the Petitioner. Said surcharge to be determined, levied, and paid (by the Petitioner) in accord with term, of agreement between the City and = N.A.- d . A monthly sewer service charge for use of the public sanitary sewer system. L> while the City a-4rees to make periodic inspections as in the City' s judgment. is necessary to assure compliance, the Petitioner agrees to provide certification that the improvement has been installed in accord with city standards and the approved improvement plan; said certification to be signed by a registered civil engineer 6 . The Potit.inner- agrees to provide the City with 48 hour advance notice of commencement of construction ard, also, 17 hour advance notice of requested field inspections . 7. The Petitioner agrees to insure that. Pet.itionpr ' s engineer obtains accurate as-built (field) construction records of said sewer installation and, also, agrees to insure that. the City is furnished with one accurate as--built mylar thereof and, further, with accurate legal descriptions of all necessary easpmpnti 7 AN SANITARY 6 STORM SEWER COMPLIANCE AGREEMENT C THIS AGREEMENT dated this day of 1986 , between the CITY OF TIGARD, a municipality of the State of Oregon, hereinafter termod the "City", and Tigard East Associates, Inc. hereinafter tertined "Petitioner", W I T N E S S E T H: WHEREAS, Petitioncir has applied to the City for approval of construction of public mainline sanitary and storm sewers, to be known as TIGARD EAST SANITARY S STORM SEWER LINES(S) RELOCA'rION being within the boundaries of an area described_ on the attached Exhibit "A", and by reference made a part hereof; and WHEREAS, the City of Tigard requires applicants for construction of public sewers, and appurtenances thereto, to submit to construction plan review, construction inspection and testing, and, further, to provide performance assurances, to grant public easements and to remit payment of relevant fees and charges; and WHEREAS, the City has approved and adopted the Stand rd Specifications for Public Works Construction Oregon Chapter APWA, for street, storm ` drain, structure and relzted work, and Unified Sewerage Age cy Sanitary Sowerage rules, regulations and specifications for sanitary saw via Ordinance No. 84-58 and amendments thereto; and I WHEREAS, the public sewer improv ants to be cOnstruct�ed by the petitioner are incomplete, and petitioner has onetheless requested khat the City permit granting of easements to the publ' , and the parties herein namhd desire to protect the public interest Iand as ure that the iMprovemeht will be installed as required Dnd completed within t time hereinaftdr set forth. NOW: THEREFORE, in onside ati.on of the foregoing premise and the covenant and agreements to be kept and performed by the petitioner and petitioned surety, IT IS HEREBY AGREED AS FOLLOWS: 1 . Petitione shall proceed to complete /al l public sewer improvements shown on the i rovement pan, approved �y the City of Tigard and prepared by Mackey .ic Fnginee int;, Inc. (Po tlland, OR.� dated Jan. 9, 1086 said improvement be completed no later than one (1) year from the date of this agreeNent and etitioner hereby agrees to comply with all rules, regulations and ,specif' ations set forth by the City arid, to use only such materials and to\foll w such desi,ghs as is required to conform thereto. Petitioner shall pYovoe certification of installation conformance and one as—built mylar, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvement work for City conditional acceptance con4ideration 2 To assure compliance, with, the City ' s requirements and the provisions thereof, >ptitione/r agrees to obtain, provide and tender to the City, a surety bond(s) in" form approved by the City, with liability in an amount equal to the contract price of s 84 ,635.00 , prior to City issuance of a permit or approved construction plans for construction of said �. improvements Petitioner ' s contractor shall be licensed, bonded, and insured . 1 - LM RICHARD C. EHMANN & ASSOCIATES . . . ARCHITECTS%--PLANNERS r 6775 S.W. 111th AVENUE BEAVERTON, OREGON 97005 PH. (503) 644-4222 t RICHARD C. EHMANN AIA, FCSI 27 February 1986 ROBERT R. KLAS AIA, CSI City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Enclosed are five copies of Site Analysis, Site Plan, Grading Plan, and landscaping; and list of adjacent property owners, accessory map, copy of deed, and application form for Site Desigli Review. Our client intends to respond to a i;.ed for additional retail facilities, and contribute to the economy of the City of Tigard by constructing a high quality Shopping Center on a site which has been under consideration for this use for many years. Unlike many other centers in the city, this center will have three major tenants, a large market, department store and drug store. When completed more than tvAn hundred people will be employed at the shopping center. The company plans to construct and open the fi:F,t phase of the shopping cen`er by October 31, 1986. The company is working with the State Highway Department on the addition of a six-phase signal at the main entrance to the center, as well as up- grading the existing Park Street signal to six-phases. We have already received approval of an ingress-egress plan which includes these signal changes. Tlie company's plans for the existing service road cLat runs th-ough our property parallel to Pacific Highway and existing through the park Srreet signal include: 1) Vacating the portion of street which runs through our property. (We are currently working on the vacation process with the City of "Tigard.) ; 2) Widening the portion of roadway north of the center up to Park Streei.: sial ; 3) The company is also in the )rocess of purchasing a piece of surplus property from the State Highway Department. Th.+.sproperty lies between '..he access road and Pacific Highway. The surplus land sale by the State will p•..t, :ede the completion of vacating the access road. The cmpany would be pleased to landscape and maintain the small section of land that lies between the access road and Pacific Highway, abutting rhe company's property to the North. We would ask that this section of ground would count toward the 15% landscaping requirement, its it would beautify a very noticeable piece of hie,way frontage and add a quality image to one of the two signalized entrances to oLw center. 27 February 1986 " City of Tigard Page TWO We anttcipate the start of our site work, which involves relocating the main sanitary sewer line and the storm sewer line, will be in advance of completion of the vacation process for the access street. A small portion of these public improvements will lie in the current access street. We ask for permission by letter from the proper city authority to construct the above mentioned public improvements in advance of the final vacation process. It would appear that the vacation should be complete within 30 +days of the commencement of construction. The city standards for signing are minimal for a facility of this size and use. To take advantage of automatic increase in area, the sign tower will be located 20' behind the property line for an allowed 135 sq. ft. The owner also intends to appeal to the Planning Commission for additional increases in sign area and requests an off-premise center identification sign at the Park Street entrance. The owner intends to utilize landscaping to enhance the quality of this shopping center. We are very aware of the need for buffering and screening at the property lines common with residential uses. Site grading and landscaping will be utilized to minimize the impact of one use upon the other. In addition, a chain link fence with slats will be provided at any open areas on these property lines. I RICHARD C. ENMANN & ASSOCIATES ARCHITECTS AND PLANNERS 6775 S.W. 11 l th Ave. Beaverton, OR 97005 Phone (503) 644.4222, Suite 20 DATE SUBJECT: Act�Pn,ay �'�'�-tom �. �'1"r c--iT'� d.ww•; Mlcc�J9 MACKENZIE ENGINEE JG INCORPORATED LIMA[ @p F U[E&,�Ct 6W0U`t�R L MACKENZIE/SAITO&ASSOCIATES, P.C. 0690 SW BANCROFT STREET PORTLAND.(-,:TEGON 97201 (503)224 95W (503)2249570 Date: Project Number I To: 1"T'4y —T` ��lit Attention: r •H Project Name: Please find attached: __._shop drawings _. plans — samples specifications copy of letter change order details calculations Number of copies: Description. _. For your use __ For your review For approval As requested REMARKS: _ 1`•.t �_ _fi ( rhl S'.'ft' �Z Ly, p {r��'6�� [_'�, �„-, .l:.�•,, � -� uy - ,' ,, ���`�",, r-, , call V Copy to: Signed: Mailad Delivered To be picked up if rndotutea are not a noted ktndty notify ua at once d ~. i l i wh. 2F_Q1.7 1:*)-. 'g+ f:)05 A,f2 eock i �Fi• '�Fpa� ,t ' 2 23 541 764 sp F x -;-i► C? \� ;;;,� 14 8,3 04-/`4oC� ;sLF-r,c.�t.j = 1 '• -71 •��`•��' 4 (ice �\ 0,70 sir cwlap,4 . 14 r � 1, �, ` \ ,�C •,\,. ! 01 1D V 4-77— a I / 10 010 `' /t , 514►\ /' �j, � I' \, � �'i �, / � ./ty �. \ �• � ` • 'IN, Q ry ter• An I S ' t 7 .AUC3 ' I�1'.a►S PLHAD C.. t HtMNN & AS..)UCIATc� c •4�'-UT ARCHITECTS A PLANNERS 6715 S• W. 111th AVENUE �ta.1�cN- Lla��1GI�5T!• 2 rzorL STrtELT INFO, AEAV'. TUN, URE, 97005 (5031614 4222 " TIGARD EAST SEWER 15 OF ' F Q _ 1 e►�hl I i 1 11 1 1 1 1 LI #I •"_,':�: j I r II+1�1�1�111�1:[Ili h i [ ! �III�IITIr� ,�I1�1� III,IIIIIIr�r�I I �rf111�rllllll�lllllll�lllllll�lllllllllll 111I IIIIII�IIIIIII�III�l�ljll► 2 3 4 5 8 T B 9 1�0 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT I n--T is DHis TO QI1AtITY OF THE ORIGINAL OC s2 92 L2 92 �_ �!x la • OZ 61 - of L1 91 81 b1 C1 91 11 01 6 t L 91 _,N•r+ ' ''• . 11 11 1 11 `` .S f 2 "�+'" %'+�' �M11111111111IIIIIIIIII�IIIIIly1111111111�111 tat�uNl�llll{ y}M11'NIIIN!I�}Ill�lfilill IIII�I�MI IIUIIIII�IIII�IINIIIII� am U L 7 1992 N 'y CD 112 z i IcIN- r wat.at f ( MT .. . .<. Mo� < W 2 O//�r t� ` •� PWA _j - W o v cy a. cy on ui cm) r.•o. w cc 1u. EXISTING BLD3. e d •. ,.• d` ,•• r V O c (.� ) a SITE —~ ,� O / FINANCIAL BLDG. •� I New w I• 1 4 •1. (• •I••Jt K f. - �� `'' � of '. 1 � .• -T � �. 1 • 10.•• O n•.c. • F . .u,• I y .+ 411,1p INw_ • CITY \ ld) • 1, B7 ! O o ` Zf YNAM RESTAURANT \ �' ;, ••. .. a it /Y NORTH VICINITY MAP LATERAL SANITARY SEWER - --- / / Q REO - LAWE=D PIPED RELOCATED (PIPED) DRAINAGE STORM SEWER INLET RELOCATED SANITARY SEWER f 1 � \\ •..� 0. �, - _ t, • ' 20 PUBLIC EASEMENT — FILL AREA ........................... - i —,,_ — � / .......... ,..... �` .�. Zcc ---------- / \\ t .....................................................o ........ \ W sr ---------- 41, cr) > �r LO z NG 8 SANITAR SEWER ------ , LLJ •• �• ) \ Z —. ,� a. 0 N, c ) Lu DEPARTMENT STORE •., `� ••.•• m qb �— CO Cly f % •• _ 15' PUBLIC EASEMENT - �Y ' E DRAMAGE COURS ` DRUG STORE GROCERY STORE / •� lrORGE,�,� - - - _- DATE _ 7to ' �\ `�, - -- _ - — _ / _ -- _ _ - DRAWN BY: DRM CHECKED BY - mew � ` � � '-�--r.._. _ __ _ _ _ _ REVISIONS \ STORM SEWER OUTFALL MISC. S!-!^PS ' '" THES NGS ARE THE iNEERINO INC.( RQ PROPERTOYROFIMACKEN2E No- eA 1 ` .LrZ4 AND ARP NOT TO OR RE RO- OUCEO IN ANY MANNER,EXCEPT WITH THE WRITTEN PERMI!- SION OF MEI.Low— dw III \ STb2X"1 �. 1"fAc(�-`� X12 SNEE T 1 N r^ B LU L"T 1 LIE 1R10013 PIPS 10 2 S G.H .P. tAVNUS. SITE � PLAN F 2 1":40'-0" - ----- __ -- '� JOB N0: •.i11MY7t.C.7Q Y ....a,v _ ';. • ••+t+.....r`.�'♦ "_' � •�•'�•"r'.•_"' . .._.� ""' ^". - -. M�I 1111 1l111,� I,IIFII ;F'. S . ,. ----•'rbl�h1 .,; i .1�1+ 1'�)�lilll(iI111jt�Ijllr (I ��In tilllllillllt III,Itllllllr�l I�IIIIIIItIIrII ItIIIt1IlI111,1 IIIIIIII�IIIIII T,Il�tl�lillll�lllllll► - - I 1 1 �I I J I '1,11111 NOTE: IF THIS MICROFILMED e• ----- I ? ...�..... 3 4 5 8 7 8 9 10 If h DRAWING IS LESCLEAR THAN e THIS NOT ICG-r'T. 11; DUE TO . QUALITY OF Itt ORIGINAL II ' DRAWING. QE aZ 92 a 9Z SZ rZ EZ ZZ IZ OZ 61 91 if 91 S 1 $11 E 1 21 11 01 d 9 L 9 SI- to . E Z 11 eek so I�III111111111�111111UIIII�II1111�11111111�111�Il1111nIhu1111u1�11i�Itulln��t1111I11�N1i11111�lulnuluuln�1111n11n11t111�1111�1ullln�n1111u�Itu11t11tlnnllltihntln►I'l11 ..�uulun111uIIn11nUI�Wp,�W1111W1I11111t1llllllullullWllal! _ 9 JULY 7 19 11 ■.IF nr COST ESTIMATE PROJECT SIZE JOB NO. 572 LOTS/ACRE PREPARED CHECKED_ SHEET OF SHEETS DATE_j DATE *ENGINEERED CONSTRUCTION (ON-TRACT 4 _ ) SUBTOTAL COST PER UNIT Streets Storm urainage 5-7520!�D Sanitary Sewsr27F1 >rx - Water ' Other Contingency ( x ) TUTAL ENGINEERED CONSTRUCTION (ON-TRACT) *EN'G1V,.[RED CONSTRUCTION (OFF-?RACY Streets Sturer Drainage Sanitary Sewer Water Other Contingency ( x ) _- TOTAL ENGINEERED CONSTRUCTION (OFF-TRACT) INCIDENTAL COSTS Planning, Surveying and Engineering Underground Telephone/Power r Sanitary Sever Connection Fees Water Connection Fees Count;, District Inspection b Plat Recording Fees _ Soils Engineering/Construction Inspection — Construction ,:anagement Fees TOTAL INCIDENTAL COSTS TOTAL COST ESTIMATE ' Estimate Based on Competitive C'd Unit Prices E }J r.; '; �x �, COST ESTIMA,[ SHEET OF__SHEETS EN'JINEERED CONSTRUCTION � -TRACT) STREETS UNIT PRICE UANTITY EXTENSION Clearing and Grubbing x r, -'- Grading, Grading, Including Stripping x x Asphaltic Concrete ave, -' Rock Base x x Vertical Concrete Curb _ x x Concrete .Curb and Gutter (Type ) x x - 2"-0 Rock Base Soft Spots) x x Sidetgal ks x x X x X x x - x Subtotal = STO;tn1 D4R•;f;�OE . Pipe Including Bedding x x Pipe Including Bedding 6 B�c; fill X 12o91a= x3320°� Pipe Ir.,lL;,-'-i rig Bedding — x Pipe Including Bedding E Backfill x _Pipe Inclu"ing Bedding x x Pipe Irr,Iu2'ing Eedding b Eackfill x , x Pipe Including Eedding !� — x x Pipe Including Bedding S Backfill x _ x Standard Manholes 1 oc x x _��000_�� Manholes with Inlet Top x x Inlets x x Yard Drains X x Headwall with Riprap x Connection to Existing Storm Drainage x x Pavement Restoration x x Di tches x = x _ C'vs F Ati� StCt-u c"c E'�P� t}}rn-E i Zc0A x I ' x X X Subtotal 5'1 520 . s sAM INC � COST fJrSiTE SHEET OF -2.5 SHEETS tj.' ,J .EERED CONSTRUCTION ( -TRACT ------------------------- SANITARY SEWER WO TY Pipe Including Bedding �----- EXTEf,,l0,1 8" x Pipe Including Bedding b Backfill = x Pipe Including Bedding - 15� - x 9 I LF Y. __T �°_ U= Pipe Including Bedding S Backfill , x x Pipe Including Qedding z 1��3 x Pipe Including Bedding b Backfill x Pipe Including Bedding x x — Pipe Including Bedding b Backfill Stan and Planhvles x x - Cleanouts -°� x EA X TeesAyes. X X — Connection to Existing ' 'E - x -- 7eA x - - __ Sanitary sewer --S D x ^ 3 Pavement P.estoration L-`t---��---- I zA x --- --- ��'; T ��ST rJ Ca b A'bfl f-I�' ti131L�, f JLVT« __c - x x 2 x x Subtotal _ J(�o 9oc 11A T E R fLA - . ---- Pipe Including Bedding X ' - Pipe Including Bedding b Backfill _ - x Pipe Including Bedding — x x _ Pipe Including Bedding b BackfillX - Pipe Including Bedding X _ Pipe Including Redding b Backfill — - x -- P Pipe Including Bedding x x x x _ �ipe Including Bedding b Backfill - X — Services - x _ Gate Valve - x x _ Gate Valve - xx - Gate Valve x x Fire Hydrant Assembly x x•`- _ Tapping Tee with Gate Valve X x B owo fs x x Pavenent Restoration X x x X X X x � X - Subtotal . r AE 1� MACKENZIE ENGINEE JG INCORPORATED R_IETT ; 101 IF 'TriQK MAWT2a L MACKENZIE/SAITO &ASSOCIATES, P.C. _J tJ 0690 SW BANCRUFT STREET PORTLAND.OREGON 97201 (503)224 9560 (503)224 9570 Date: P_— Project Number /'CIL" !9 "L To: JJ fIE4.f�ntil �_— Attention: �c�t�►J /ht<',�'r� ( ,_ Project Name: on&&I,Q �r -- ---- — ---- Please find attached: _._shop drawings _ plans -samples _ specifications copy of letter __. change order _—details calculations Number of copies: Description: rR0,9 T7,�,--/ LW- (e/3,e J) W(i/a2n L'J�;T STuR 04 LWfl,tJA s —__ For your use _'-fir your review _ For approval _ As requested REMARKS: __F_ m f"� �__.__�� I�1G•f0`J&E,cs _ES 7-7,A-4,4 -r E To Copy to: ---- Signed _ Mailed XDelivered ___.. To be picked up It enclosures ere not as noted, kindly notify w at once a q. -, .. . . . . . . . . . . _ CL ., ._...........................`.._............................. ............ ._ ... ....._.................- .................................................... I. MAiA.1TAIW MAN"OLr-_ P_.IM.5 'Ak1 e>\/E G,z^t>E GVRINC: CQNSTCzUCTIoN or Su'. soutwr CUTS., FILLS. Z. 41`ZdI JT l�lA1J1-10LE RI1.11x5 AFJL> .PRE�/EI IT PAMAGe- 1=QpN1 L'2ADIUG, AWP OTHER 5UE35E0UEIJT ..........._. ........................ 3. SttT ALL IZI:MS AT r-OJISH' PAv)N6, /LAIJDSCAPE 4tZADETHtS C0N'1'tZAc:T. 4 UNLESS 07"NE.RWISE 1.I0TEt7, ALL'T2ENCNES. SHAL ' — - 13E PULL DEPTH 124)CK BACKFILL AND CLASS. . BI`C?O1 NT. ......... 15. ALL.� PIPE. 10 ii!5l C - i 4 CLASS :3 CGNGRE-r BELL 4, SPIC,OT rtU53EFL JC►I:NT PIPS +OR AS M, 3034 PVC., I:,,JL.EE55 OTN4eeWIISE NpYED O OLD SAW'TTAIZY SEWEIZ UPON ,C'I-ry' . ... _. MOM 'APPROVAL CF- NEW Cow STR,UCTION. RF-PLA "fit r 's WITH PERFORaT" PIPE ANLL TFZr=WCH E3ACKP LL- P, IZEF:E.R TO 41Z_ADINd. FL-ANIS ESY RIC}-IAMD F-WM:ANNN 4 A550-CIATE5. DATE 101, JAN + 198(0 7. ...TO F"0&RA PP LC.....5U1ZVS,Y' AS SNZ1'�'N...:SC REEVE - ON THIk3 :PLAN, WAS PREPARED E+Y. j ; AWN BY: LEN �EL_SK`-, 7:'.L.S. . ; ; . ; : : ; R. PSOETTCNER ;U.S.A. DE.QQ. C Y CHECKED BY: APPROVED FOR CONSTRUCTION Y____.� ............................... .. ISSUED BY DATE . �,.. REVISIONS, (CITY OF.TIGARD) I ! APPR ED AS NOTED DEVLP SERV DEPT: BY__ _flATE UNIFI SEWER .. E # 13Y _ OPF.RATI64 bFP7: BY-: �.�MTF__. - CITY ENGINB._it' r ---- - — • I Masi! ORAw:M09 ARE THE . .... I PROPERTY 0/ MACII[NbIENG- .......ED ..............«..«w.... .. •"•"•""'•"""" IN[[RINO INCORIORA TED f. P,G,E CQ; X11�_ DRIER M.4L119_Y,rJ I+{�IP��IlN1E� : : : AND AR[ NOT TO A[ R[ R .r.,� DVCf.D IN ANY MANN[R,1EYCIPT WITH THE WRITTEN •l'RAII► ',ON OI MEI. . . . . . . . . . . . . . 1986 . , . . . . . , . . : : . . . . TEM01' UAIE ....... STOREit CA'll CO.. Fy �. law RY ONLY :..�.. . . . »........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N.W. NAT G*8 CO.: . . . . . . . . . JOB NO= 40-1 UNIF SEW AGENCY: BY A S f cc MN 5.5 -4 _V ' i li , • z „ r� ,.� � � •fir) AL � cr r. z Ocr a o .^ 0 Lij m� U • icc !i* 2 z g N • z i r d 7 , t F- W z W _1 U) 2 � O • o , ,�' Q Z LLJ ^� {i *M �,.. , Q tr Z .. ..,..".........................................................•...... ....................................,........... ............................ iP Q Approved: L.E. George EDM:me 1/7/86 Revised 2/4/86 Misc. Contracts & Agreements No. 8684 COOPERATIVE IMPROVEMENT AGREEMENT PRELIMINARY ENGINEERING AND CONSTRUCTION FINANCE THIS AGREEMENT is made and entered into by and between the STATE OF OREGON, acting by and through its Department of Transportation, Highway Division, hereinafter referred to as "State' , and TIGARD EAST ASSOCIATES, a corporation authorized to transact business in the state of Oregon, acting by and through its Corporate Officers, hereinafter referred to as "Company". WITNESSETH RECITALS 1. For the purpose of providing an acceptable traffic circulation pattern on public highways and roads in the vicinity of a commercial development on property owned or controlled by Tigard East Associates, the State and the Company plan and propose to install a traffic control signal on Pacific Highway West, at Company access (Sta. 128+69), and modify the existing signal at S.W. Park, hereinafter referred to as ''project". The location of the project •is approximately as shown on the sketch map attached hereto, marked Exhibit A, and by this reference made a part hereof. The installation will be fi -ionced 100 percent by Company at no expense to State. 2. By the authority granted in ORS 487.850, State is authorized to determine the character or type of traffic control signals to be used and to place or erect them upon State highways at places where State deems necessary for the safe and expeditious control of traffic. No traffic control signals shall be erected or maintained upon any State highway by any authority other than State, except with its written approv- al . 3. By the authority granted in ORS 366.425, as amended by Chapter 365, Oregon Laws, 1979, State may accept deposits of money, or an irrevo- cable letter of credit, from any person, firm, or corporation for the performance of work on any public highway within the State. When any money or a letter is deposited, the State shall proceed with the project. Money so deposited shall be disbursed for the purpose of which is was deposited. NOW THEREFORE, the premises being in general as stated in the fore- going RECITALS, it is agreed by and between the parties hereto as follows: STATE OBLIGATIONS 1. State shall , a+ Company expense, conduct the necessary field surveys and traffic investigations, identify and obtain or issue the required permits arrange for relocation or adjustment of any conflicting utility facilities, perform all preliminary engineering and design work required to produce plans, specifications and cost estimates for the traffic signal portion of the project, advertise for bid proposals, award all contracts, and furnish al_1 construction engineering, material testing, technical inspection and project manager services for administra- tion of the contract. The traffic signal installation inay be accomplice+?d by the use of State forces, by contract or by any combination of thy_? methods, as the State shall elect. 2. State shall , upon completion of construction, perform all neces- sary maintenance for operation of the traffic signals at no expense to the Company, and shall retain complete jurisdiction and control of the timing established for operation of the traffic signals. 3. State shall , at Company expense, lay out and paint the necessary lane lines and channelization, and erect the required directional and traffic control signing for the project. 4. State shall compile accurate cost accounting records and furnish the Company with an itemized statement of actual costs to date at the end of each State Fiscal Year. When the actual total cost of the project has been computed, the State will furnish the company with an itemized statement of such final costs, including preliminary and construction engineering, contractor payments and all contingency items attributable to the project. COMPANY OBLIGATIONS 1. Company shall , upon completion of construction, pay all costs of electrical energy consumed in operation of the traffic signals at the Company Access Road (Sta. 128+69) . 2. Company shall . upon execution of this agreement, forward to the State an advance deposit in the amount of $7,500, such amount being equal to the estimated total cost of preliminary engineering and design work for the project. 3. Company shall , prior to advertisirq for bid proposals, forward to the Stete an advance deposit, or irrev,)cable letter of credit, in the amount of $100,000, an amount aqua! to 100 percent of the estimated total cost for construction of the project. No contract shall be awarded or work commence until such advance deposit has been received by the State. Upon completion of the project and receipt from State of an itemized statement of the actual total cost of the project, Company shall pay any amount which, when added to Company' s advance deposits, will equal 100 percent of the actual total cost of the project, including preliminary engineering and construction engineering, contractor payments and all contingency items attributable to the project. Any portion of said -2- s STATE OBLIGATIONS 1. State shall , at Company expense, conduct the necessary field surveys and traffic investigations, identify and obtain or issue the required permits, arrange for relocation or adjustment of any conflicting utility facilities, perform all preliminary engineering and design work required to produce plans, specifications and cost estimates for the traffic signal portion of the project, advertise for bid proposals, award all contracts, and furnish al.l construction engineering, material testing, technical inspection and project manager services for administra- tion of the contract. The traffic signal installation may be accomplished by the use of State forces, by contract or by any combination of these methods, as the State shall elect. 2. State shall , upon completion of construction, perform all neces- sary maintenance for operation of the traffic signals at no expense to the Company, and shall retain complete jurisdiction and control of the timing established for operation of the traffic signals. 3. State shall , at Company expense, lay out and paint the necessary lane lines and channelization, and erect the required directional and traffic control signing for the project. 4. State shall compile accurate cost accounting records and furnish the Company wit., an itemized statement of actual costs to date at the end of each State Fiscal Year. When the actual total cost of the project has been computed, the State will furn.sh the company with an itemized statement of su, final costs, including preliminary and construction engineering, contractor parents and all contingency items attributable to the project. COMPANY OBLIGATIONS 1. Company shall , upon completion of construction, pay all costs of electrical energy consumed in operation of the traffic signals at the Company Access Road (Sta. 128+69). 2. Company shall , upon execution of this agreement, forward to the State an advance deposit in the amount of $7,500, such amount being equal to the estimated total cost of preliminary engineering and design work for the project. 3. Company shall , prior to advertising for bid proposals, forward to the State an advance deposit, or irrevocable letter of credit, in the amount of $100,000, an amount equal to 100 percent of the estimated total cost for construction of the project. No contract shall be awarded or work commence until such advance deposit has been received by the State. Upon completion of the project and receipt from State of an itemized statement of the actual total cost of the project, Company shall pay any amount which, wFen added to Company's advance deposits, will equal 100 percent of the actual total cost of the project, including preliminary engineering and construction ergineering, contractor payments and all contingency items attributable to the project. Any portion of said '.•.... ,_ro,... ................ .:.:'....-N .,......,... .,... ,..•.a:ti..;.....a.....a•..w.w.-..wwe.r.Wb.1MYv.Iw.a.Mw.i.WiW:rtru,.Ya.tlMcv:1'e'lu'+YEM4're5Y1U.sA0a..K+4.lAtlJk\lidlN..Y�a ..aAl advance deposits which is in excess of the total actual cost will be refunded or released to Company. 4. Company shall provide the necessary right-of-way and easements for any required roadway widening and for installation and maintenance of the traffic signal equipment, including advance detector loops. 5. Company shall maintain the asphaltic concrete pavement surround- ing the vehicle detector loops installed in the Company Access Road in such .a manner as to provide adequate protection for said detector loops, and shall adequately maintain the pavement markings and signing r installed in accord with the plans and specifications. GENERAL PROVISIONS 1. State and Company agree and understand that a mutual review of the pians and estimates will be conducted prior to advertisement for construction bid proposals. tT WITNESS WHEREOF, the parties hereto have set their hands and affixed their seals as of the day and year hereinafter written. The Oregon Transportation Commission, by a duly adopted delegation order, authorized its Chairman or Vice Chairman ;o act ir; its behalf in approvin this agreement. Approval was given for this agreement on MAR � 41986 by CHAIRMAN ANTHONY YTURRI _, which approval is set forth in the Minutes or the Oregon Transportation Commission. The delegation order also authorizes the State Highway Engineer to execute the agreement for and on behalf of the Commission. APPROVAL C MENDED STATE OF OREGON, by and through —� its Department of Transportation, BZe t ' Highway Division Region Engineer / `,� �Cl A� State Highway Engineer Date � TIGARD EAST ASSOCIATES, by and through its,,Carporate Officers Title -3- LJ Lrl L,/ LJ L_1 L_1 L_ L-1 L-/ 1 L-1 . 1 y � -TER �+ 13, RAW IL VIM b • - f I tr d Mercury Development 0-4087 Ale January '1, 1986 Page 15 If springs or seers appear they <-.hould not be allowed to flow over ground Islopes . Deep gullies can be cut very quickly and springs should he treated in accordance with Section 1.8 as soon they anpear. We would be happy to work with vour contractor to develop sound erosion control eprocedures. Finished grades should be paved or vegetated as soon as possible. I 5.11 Ravine Fill IThe ravine which runs north-south and divides the site is perhaps the most significant geotechnical feature of the site. This section describes recommen- dations which pertain to filling the ravine and maintaining adequate drainage in the area. • The permanent ground water table is currently incident with the bottom of the ravine. If the ravine is filled without maintaining adequate drainage, this Iwater level will rise significantly across the site and into the new fill . This can result in softening of the fill soil , consolidation, erosion, and other ground water related problems. The end result would likely be building settlement. We recommend that a drain be installed in the ravine to maintain the hydraulic gradient near its present level . A detail of this feature is given in Plate 3. The drain consists of a trench drain which runs the length of the ravine in the bottom and a blanket drain which lines the lower 10 feet of the existing ravine. The trench drain contains a perforated pipe to carry ' flow. The upper and lower surfaces of these features will need to he covered by filter fahtic in arcordance with ,ection 5.10. The existing sewer which runs the length of the ravine could be used as the location for at least some of the trench drain. As dicussod in 1,ection r). l ' the existing sewer should be removed and hack filled. This process will pro- duce an existing trench in the bottom of the ravine. 1 .1 w, Mercury Development 0-4081 January 9, 1986 Page 16 Additionally the area directly to the south of the ravine is quite marshy and "w.unpy. phis was likely caused by fill incl operations which have chancled natural 1 drainage conditions , it will be beneficial to re-establish adequate drainable in this area so Fiat. ground watey will not continue to erode and soften in place soils and fills. This r¢t be accomplished by continuing the trench drain ti., portion of the ravine drain system to the south boundary of the project. This drain should be adequately filtered and continuous with thr, ravine drain. e 6. 0 FUTURE GEOTECHNICAL SERVICES V � The recommendations contained in this report are basedd, on information gathered t i' during our field and laboratory study, and on design information provided by t� Mercury Development. We have not yet received a detailed copy of the plans t. for this project. We recommend that we be provided an opportunity to review c the final plans and specifications when they become available. This will allow v us to determine whether any change in concept may have affected the validity of 40 our recommendations, and whether our recommendations have been correctly inter- preted. a in order to correlate preliminary soil data with the actual soil conditions encountered durino construction and to check for construction conformance to 7 nur report, we also recommend that we be retained for construction ohservation �c of stripping, grading, compaction, foundation excavations and all other soils �u related portions of this project. u� Respectful 1 submi tted, RITTENHUUSE-ZFMAN b A SUC1ATd:5, INC. Stuart Albright, gineer Terry N. OREGON / d1 t W Tyr PICAL CANYON SUBCRAIN DETAIL r I I \ Nnfural urouno' Zone to be filled / \ � In horizontal Ilite � Vepetatlon, Roots, I and Topsoil Removed 3 feet of p"'Oe e7f oullef FILTER FABRIC he rn�n -0/c DRAIN ROCK S-r defcli/ be/oiv—� i �- Drain rock 2 feet 1-liter labrlr, i 3 feet Perforated pipe 12 In. O D. PLATE •3 I)roln Rock Should Be Clean, Free Draining, Crushed or Natural tifPv I In Accordance with Ill I I F NI-1OUSE - :t MAN R ASSOC, ))SHO Specification 60E.12 G,NUA ZION AND 60115 ENOINFERING,QEOL OOY CANYON SUBCRAIN DETAIL - TYPE A on civil relatea matters by this office, an4Uj _ filling _and drain_ag�_ �r�ti -s., b e R_U: ahQuse-Zeman and AssocAssociates.-JThe MEI drawings show the existing q and finish grade contours, and manhole rims are coordinated with those finish -- In accordance with our discussion on July 23, 1981, 3 Separate gradinq plan prepared by Macke n ineering will not be required. 4. A construction sequencing plan creeds to be agreed upon prior to start of c�`a�� construction. The following outline was prepared for your review. A pre- C' construction conference ` * be he prior to project startup to address any changes in this sequencing the contractor might recommend: bAM r�M A. Construct san' tar sewer and storm drainage b � y g by-pass lines. Manholes �' be accessible a,-;. ade throughout this sitework construction, should the City maintenance forces requir_ access to these facilities. B. Construct ditch subdrainage system in accordance with grading plan by Ehmann. C. Place engineered fill with settlement plates, bringrnq new manholes up in 4' sections, concurrently with fill . D.Complete other, shallower utilities and prepare building pads. I hope the above information, with attached easements and cost a imai:e, arP adequate to finalize your permit process. Please do not hesitate to call with any questions you may have. Since,•Ply, / f David G. Larson, P.E. Project Manager OGL/smk Enclosure cc: Dave Zimel , Tigard East Associates Norm Dowty, R & h construction Bob Klas, Richard Ehmann & Associates SUBSURFACE EXPLORATION AND GEOTECHNICAL ENU;NEERING REPORT TIGARD EAST SHOPPING CENTER Tigard, Oregon Prepared for: Mercury Development 0-4087 January 1986 RZA RITTENHOU,SF.-7,EAIAN & A�S,SOCIATF.S 9 1 Gealechnical consultants RZ� RITTENIIOUSF.-ZliAL4,%'&;1.1,50('I,ITF.S• INC. �,,% Geutc•chnircrl Con its 8050 S.W' ('irrux/Drive Beaverton. Oregon 97005 (.~,"ala)641-9111 January 9, 1986 0-4087 Mercury Development, Inc. 338 Northwest 5th MPortland, OR. 97228 Attn: Paul Grain, Broker SUBJECT: GEOTECHNICAL EXPLOPATION TIGARD EAST SHOPPING CENTER TIGARD, OREGON Gentlemen: This report represents the results of our subsurface exploration and geotech- nical engineering study relative to foundations, fills, utility and construc- tion considerations for the subject project. In general , the soil conditions at the site are suitable for the oroFused construction. The soils at the site are generally sandy silts. They are highly erodible which will require some special treatment. Other prime con- cerns for this project include maintaining drainage in the filled ravine and monitoring possibly large areal settlements caused by deep fille . Additionally, shallow ground water levels may he present at this site yep , round. We appreciate this opportunity to he of service to y(,,r and would be pleased to discuss the contents of this report at your convenience. Respectfully submitted, RIFTENHOUSE-7EMAN R ASSOCIATES, INC. Stuart Albrigh Engineer Terry N: Cra.Vy-F:E. --` dl Enclosure Mercury Development 0-4081 January 9, 1985 Page 1 1 .0 INTRODUCTION This report presents the results of our subsurface and geotechnical engineer- ing study for the proposed commercial development. The purpose of this study was to establish general subsurface conditions at the site from which conclu- sions and recommendations for site grading, foundations, and utility installa- tion could be formulated. The scope of work consisted of reviewing past ex- plorations in the immediate vicinity, field explorations , laboratory testing, and geotechnical engineering analyses. The field exploration consisted of 15 backhoe excavated test pits and two drilled borings. Info nnation derived from these subsurface explorations, coupled with pertinent observ.-tions of the landscape allowed us to formulate the interpretative soil log> which are presented at the end of this report. Authorization for this study was granted by Paul Gram of Mercury Development in a letter date; December 9, 1985. The study has been completed in general accordance with our proposal dated December 5, 1985. This report has been prepared for the exclusive use of Mercury Development, and their agents for specific application to the proposed project in accordance with generally accepted geotechnical engineering practices. 2.0 PROJFCT DESCRIPTION The project consists of a proposed retail development. The site is located east of S. W. Pacific Highway near the intersection with S. W. Park Street in Tigard, Oregon. The location of the site with respect to existing roads is shown on the Site Plan, Platz 1 . 3.0 PURPOSE AND SCOPE the purpose of our work was to provide geotechnical recommendations regarding site development, site grading, utility installation, favorable and adverse geologic conditions and other similar geotechnical information. In order to acce-gplish this purpose, the scope of our work included: field explorations; laboratory testing; gull-ologic interpretations and judgments ; engineering analysis and design; and preparation of this report summarizing the results of our work. m h Mercury Development 0-4087 January 9, 1986 Page 2 4.0 SITE CONDITIONS 4.1 Surface The surface of the site slopes generally up to the west and to the east. The surface is covered by short grasses and clumps of trees. Abandoned concrete slabs and building foundations are spared around the west half of the site. The site is split in half by a ravine which runs north-south. The ravine is over 30 feet deep at the north end and shallows and disappears near the south end of the site. The sides of the ravine are relatively steep with slopes in the range of 311:1V to U1:2V. A number of very large poplar and fir trees are located in the ravine. Ap-roximate surface contours are indicated on the Site Plan. 4.2 Subsurface A number of aerial photographs dating as far back as 1956 were examined. Based upon surface topography we believe that the flat area where the ravine currently terminates was once part of the ravine and has been filled. If this occurred, the majority of the fill was placed prior to 1956, and consists of sandy silts and silty sands similar to native soils. Because this material is essentially identical to native soils we have not differentiated between the two soil con- ditions for the purposes of this report. The sir photographs do show a shallow Swale in the area, so it appears that approximately four feet of fill has been more recently placed. The location of th;s fill is shown cin the Site Plan, Plate 1 . Our field investigation consisted of excavating 15 test pits to depths of up to 14 feet to observe conditions and collect soil samples for laboratory analy- sis. Test pits were excavated on December 19, 1985. Test pits were excavated with a conventional rubber-tired backhoe that was equipped with an extendable boom. Test pit locations are shown cis the Site Plan. Test pit locations are based on pacing from adjacent surface features and should be considered appro- ximate only. Test pit logs are presented in Appendix 1 . Mercury Development 0-4087 January 9, 1986 Page 3 Based on the results of the backhoe test pits two drilled borings were located. The borings were drilled to depths of 40 feet. The locations of the borings are shown on the Site Plan. Boring logs are presented in Appendix 1 . The borings were drilled on December 26, 1985. In each of our borings, Standard Penetration Test (SPT) samples were obtaired at selected intervals. An explanation of the SPT appears in Appendix 1 , along with the boring logs. Samples obtal, �d by this method were visually classified in the field by an engineer from ou,. office. Representative portions of each sample were placed in airtight, glas ; jars and returned to our laboratory for testing. In addition to the SPT, undisturbed samples for strength and :onsoli-- dation tests were obtained with a three-inch O.D. ring sampler and a three inch O.D. shelby tube samplers. An explanation of these sampling procedures appears in Appendix 1 . Laboratory tests run on the samples include con;ol '.da- tion, direct shear, moisture density, and hydrometer analyses for snil classifi- cation. Test pits and borings revealed two principal soil types : Brown Sandy Silt - This soil begins at the surface and extends to depths rang- ing from four to as much as 20 feet. The soil is medium dense in consistency and is adequate for the support )f structures and pavements. The sinqle most significant feature of this soil is that it is extremely erodible. Exposed at the surface it will wash off and form gullies under light rainfall . At depth, if not properly filtered, it will readily pipe into drainage fixtures, potentially resulting in large voids and clogging cf pipes and subdrains. The soil is also moderately compressible and care must be taken to limit total and differential settlements. Gray Sandy Siit - This soil i,- essentially identical to the one described above except that the soil is located below the permanent ground water table. This soil is saturated year round and is medium dense. As with brown sandy silt this soil is approximately half very fine sand and half silt. Therefore, the concerns of erodibility are equal aprropri ate for this soil . Mercury Development 0-4087 January 9, 1985 Page 4 Ground Water - The permanent ground water table appears ,across the site at approximately the same depth as the bottom of the ravine. This is because the ravine acts as a draw-down trench. South of the ravine the permanEnt ground water table occurs at a depth of approximately five to seven feet. The zone of permanent saturation is indicated by a blue-gray color to the soil . The seasonal ground water table was evident at the time of our explorations at depths of three to 12 feet. Soil mottling indicates that in wet years the seasonal ground water will rise to near the surface. The seasonal ground water table intersects the ravine and seeps and springs are present along the length of the ravine. ' Surface water from the property to the south flows onto the site. Currently the ;pater ponds on the south end of the site. This has made the near-surface soils in this area very soft and wet. 5�0 DESIGN RFCOMMENDArIONS `�.1 Site Preparation Prior to beginning construction, all areas of the site that will receive pave- ment or fill should be stripped of roots , topsoil , and undesirable fill . Top- soil thicknesses vary considerably on this site and we estimate that from four to 12 inches of stripping will be required. Deeper stripping may be required in wooded or heavily brushed areas. Stripping will leave the site highly suscepti,A e to erosion, guidelines to limit erosion are given in Section 5.10. Existing fills discussed in Section 4 .2 (and shown on the Site Plan) appear to consist of relatively good quality material , but non-engineered fills can vary substantially over short horizontal distances. We recommend that the top three I feet of this fill' be removed in all building and pavement areas. The resulting exposed surface should be observed by a representative from our office, and any areas of soft or undesirable fill should be overexcavated. The resulting surface should then be prepared and filled in accordance wit. subsequent sections of this report. Excavated material could be reused as fill if it is free of organic matter and refuse, ana if it can be adequately r_o,,ipacted. A minimum three foot y Mercury Development 0-4087 January 9, 1986 Page 5 thick cap of engineered fill should be installs.-4 in all building or pavement areas. Site preparation for the central ravine is 6-tailed in Section 5.11 . It is our experience that sewer trench backfill in undeveloped areas is norm- ally installed without inspection or compaction. Visual observation of the sewer line across the site indicates that backfill is loose, and generally poor ;^ nuali}y. For this reason we recommend that existing abandoned utilities shoul _ .. 2 removed. Of particular note is the existing sewer which runs north- south through the site. It is our understanding that this sewer is to be re- placed by a new line (generally located outside of building areas) , and there- fore the existing sewer should be removed and backfilled in accordance with subsequent sections of this report. It is possible that this excavated trench could, in many areas, by used as the canyon subdrain discussed in Section 5.11 . It is recommended that most areas of the site will he prepared during relatively dry weather, however, we have provided recommendations for both wet weather and dry weather construction. 5.1 .1 Day Weather Construction - Cyclic. wetting and drying, freezing, and con- struction activity have loosened some of the near-surfar_e soils. in all areas to receive fills , pavenr_rit, or buildings the stripped surface should be scari- fied to a depth of at least e .lht inches, brought to near or,timum moisture con- tent, and compacted to a min-iium of 92% relative compaction. ?elative compaction should be based on the modified AASHTO test method; (designation T-180) . Mois- ture contents will probably need to be in the ranqe of 15% tc 20% for adequate compaction, but this may vary with soil type. The native soils are moisture sensitive but should dry relatively quickly in dry weather (with occasional mix- ing or discing to achieve adequate compaction). Fven during dry weather it is possible that some areas of wet subgrade will be encountered, particularly in cut areas. ;oft or wet areas that cannot be effectively dried and compacted should he prepared in accordance with Section 5.1 .2, Wet Weather Construction. Mercury Development January 9, 1986 0-4087 Page 6 5.1 .2 Wet Weather Construction - During wet weather, when adequate moisture control cannot be obtained, it may be necessary to install a granular working blanket to support construction equipment and provide a firm base on which to compact subsequent fills, base course and pavement. Commonly the working blanket consists of a bank run gravel or pit run quarry rock (six-inch to eight inch maximum size with no more than 10% by weight passing a No. 200 sieve). We recommend that we be consulted to approve the material before installation. The working blanket should be installed on a stripped subgrade in a single lift with trucks end-dumping off an advancing pad of granular fill . it should be possible to strip the site with the careful operation of crawler mounted equip- ment. However, during prolonged wet weather, operation of this type of equip- ment may cause excessive subgrade disturbance and final stripping may have to be accomplished with a large backhoe or similar equipment, working from the advancing pad of fill . After installation, the forking blanket should be com- pacted by a min,mum of four complete passes with a moderately heavy steel drum or grid roller. The working blanket must provide a firm base for subsequent fill installation and compaction. It has been our experience that 12 to 18 inches of working pad is normally required, depending on the gradation and angularity of the work- ing pad material . This assumes that the material is placed on a relatively un- disturbed subgrade in accordance with preceding recommendations, and that it is riot subJected to frequent heavy construction traffic. Areas used as haul routes for heavy construction equipment may require two feet or more of work pad tnick- ness. Approved filter fabric, installed on the silt subgrade, may be substituted for up to rive inches of working blanket. Filter fabric Ohnuld be of a non-de- gradable, non-woven type similar to Fibretex 200 or equil . If desired, we can provide you with -sample specifications for this material . Construction practices can greatly affect the amount of work pad necessary. BY using tracked equipment and special haul roads the work pad area can be minimized or sometimes eliminated altogether. The routing of dump trucks and rubber tired equipment across the site can require extensive areas and thicknesses of work pad. Normally the design, intallation and maintenance of work nad is made the responsibility of the contrac- tor. Mercury Development 0-4087 January 9, 1986 Page 7 5.1 .3 Proof-rolling - Regardless of the method of subgrade preparation, we recommend that prior to filling or base course installation, the subgrade should be proof-rolled with a fully loaded 10 or 12 yard dump truck. Any areas that pump, weave, cr appear soft or muddy should be overexcavated and backfilled with compacted granular fill . If significant time passes between fill installa- tion, base course installation and paving, or if significant traffic -is routed across the site, we recommend that the site be similarly proof-rolled again prior to floor slab or pavement installation. 5.2 Fills Any fills on this project should be installed on a subgrade that has been pre- pared in accordance with the recommendations in the Grading Section of this report. Fills should be installed in horizontal lifts not exceeding about eight inches in thickness, and should he compacted to at least 92% relative compaction for silty soils and 95% for sands and gravels (AASHTO T-180) . This criteria may be reduced to 95a in landscaping or planter droas. During dry weather, structural fills may consist of virtually any relatively well -graded soil that is free of debris and organic matter and that can be compacted to the preceding spe'r_.ifications. The existing silty and sandy soils encountered at this site (excluding topsoi' ) would be adequate for these fills. We point out that the natural soil moisture contents are in the range of 2.5% to 35%. This would have to be reduced to about 16% to 17% for adequate compaction. During dry suminer weather this could require a half a day or more of drying time for each eight-inch thick lift, with occasional mixing or discing. In order to achieve adequate compaction during wet weather, we recommend that fills consist of well-graded granular soils (sand or sand and gravel ) that do nut contain more than 51, material by weight passing the No. 700 sieve. In addi- tion, it is usually desirable to limit this material to a maximum six to eight ivrhes in diameter for future ease in the installation of utilities. The Flans provided show very high (10-30 ft. ) areal fill; over the majority of the site. If these fills are placed at an improper moisture content or are not properly compacted, overall and differential settlements in excess of six inches could result. Quality construction control will be required to limit fill settlements. .aLwrs..W.iSYbsbnl4i.uwuFMMiYYYYitM Mercury Development 0-4087 January 9, 1986 Page 8 w5.3 Areal Settlements The native soils at this site are fairly compressible for sandy silts (Cc=0.08 for virgin compression, 0.01 for recompression) . The large areal fills pro- posed will increase the stresses in the existing soil strata and will cause considerable consolidation even if the fills themselves are adequately com- pacted. The extent of the fills is such that consolidation will occur at depths of 50 feet or more. Total areal settlements will likely be in the range of six inches to one foot Since the soil is rather free-draining the bulk of the settlement should occur within a month of the application of the load and will therefore occur during the site grading and filling process. Final site grading and preparation of building foundations and pavement sub- grades should not be performed until most of the areal settlement has occurred. We recommend that settlements be monitored during construction. Prior to pre- paration of foundations or final grades we would review the results of the moni- toring to determine the likelihood of further settlement. The monitoring pro- cesses could be carried out by on-site surveryors or we could provide this ser- vice. Appendix 2 provides introductory details for a settlement monitoring project. We would be happy to discuss such a program with you. 5.4 Floor Slabs After preparation, in accordance with the Grading Section of this report, we reco .mend that any floor slab areas be proof-rolled with a loaded dump truck. An; areas that pump, weave, or appear soft or muddy should be overexcavated and compacted fill reinstalled. A minimum four inch thick compacted crushed rock layer should be installed over the prepared subgrade. 5.5 Foundations The near-surface native soils are suitable for support of foundations on con- ventional spread or continuous footings . Building foundations that are estab- lished on natural soils or engineered fill (in conformance with Section 5.2 of this report) may be designed for hearing pressures up to 2000 psf. This Mercury Development 0-4087 January 9, 1986 Page 9 assumes that foundations are a minimum of 12 inches wide, 12 inches deep, and are established on relatively undisturbed soil or engineered fill beneath any topsoil or significant roots . 1 � - Higher pressures would be possible in most areas of the site, but we recommend using a reduced bearing pressure due to the high fill depths, the possibility of existing poorer quality fills, and the need to minimize differential settle- ments. The table below summarizes our estimates of maximum foundation settle- ments. Because of the variable fill depths some footings may experience very small settlements, and differential settlements may approach the maximum values tabulated below. Maximum Estimated Foundation Load Settlement-inches 100,000 lb. column 3/4 200,000 lb. column 1 1/4 2,000 lb/ft. wall 1/2 4 ,000 lb/ft, wall 3/4 All settlements should occur quickly, at least 70M in the first month. The soils at this site are moisture sensitive and become easily disturbed when wet. If foundations are excavated during wet weather it may he necessary to install a thin layer of crushed rock or lean concrete in the excavation bottoms, to minimize disturbance during placement of reinforcing and other construction operations. As observed in our field exploration, exterior footings should penetrate at least 18 inches below lowest adjacent exterior grade for frost protection. 5.6 Retaining 9 'Walls_ At present we understand that retaining walls up to eight to 10 feet in height are planned. The following general wall design pressures, defined as an equi- valent fluid, and based on slope above the wall , may he used for design: Mercury Development 0-4087 January 9, 1986 Page 10 Slope of Retained Material Equivalent--Fluid Weight lb/ft 3 Horizontal to Vertical !,lit a friction—T_��tiiul�i11 rr_iction� 5:1 or flatter � 35 �~ � 40 ,. 3:1- 45 50 2:1 50 55 *Normally backfilled retaining walls develop triction between the backfill and the wall . This reduces the active pressure on the wall and increases the wall stability. Occasionally this friction is prevented by drainage membranes or coatings on the back of the wall . These commonly include the use of bitumen, bentonite or other coatings that serve as a moisture break, as well as some premanufactured drainage membranes such ds Enkadrains. Whenever direct con- tact between the concrete wall and the backfill material is prevented, we recommend the use of the higher pressures ( "without wall friction") . Slopes steeper than 2:1 are not recommended. The above values do not take in- to account any surcharge (vehicles, buildings, construction equipment, etc. ), so they must be added to the wall design. If design changes and retaining walls higher than 12 feet are planned, we re- quest the opportunity to provide additional recommendations. These values represent our best estimates of long term pressures that will develop in an active state of stress. No factors of safety are included in these numbers. To develop an active state of stress the walls must be free to rotate. Top movements may approach .005 times the wall height. If walls will be restrained from movement by floor slabsor other means the design pressures should be in- creased by 30%. These values assume that retaining structures will be adequately drained as discussed in Section 5. 7. Retaining wall backfill should consist of relatively free-draining granular soil lightly compacted to about 90% of the maximum density obtained by the Modified AASHTO method of compaction. The back- fill must be separated from the native soil by a filter in accordance with Sec- tion 5.10. Additional compaction will increase the earth pressure, while a j ' lesser degree of compaction could result in post-construction settlements . Retaining walls that will be subject to surcharge loading, or that do not con- form to the above recommendations, should be individually designed. Mercury Development 0-4087 January 9, 1986 Page 11 Because of space limitations at the south end of the site there may not be room to construct conventional retaining wall . A more easily cor„tructed retaining structure could consist of a vertical cantilevered wall . This normally consistsof driven sheet pilins or driven steel "F1" piling with lag- ging. Due to the high ground water level in this area we would not recommend the use of augered piers. For normal conditions, and a retaining wall height of eight to 10 feet, we would expect that r,!cessary sheet pile penetratio.is would be in the range of 15 to 20 feet below lowest ad;;acent grade and steel "li" pile penetrations would bo in the range of 25 to 30 feet. If this type of scheme is desired we would be happy to work with your structural engineers on a final design. I 5. 7 Subsurface Drainage Because of the potentially high ground water table at this site, and because of the possibility of building basements, we consider the installation of an adequate drainage system to be a very important factor in maintaining a stable site. Subsurface drams should be installed around all perimeter footings, and under any basement floor slabs. All drains should be protected by a filter fabric in accordance with Section 5.10 to nrevent internal soil erosion and potential clogging. Typical details are presented on Plate 2. "e would be hapl)y to work with you in develcPiny alternate details, if desired. Drain 1 ,. c', beneath basement floor slabs should be spaced no more than 15 feet apart. A, , drains should be ,inped to drain by gravity to a storm sewer or other pos'tiv,- outlet. Water from downspouts , and surface water should be in- dependantly collected and routed to a storm sewer. This water must not be allowed to er+er the subsurface drainage system. One item of concern is the use of landscaping aFlove retaining walls. Heavy watering in these areas can overtax a conventional retaining wall drainage sys- tem, resulting in excess hydrostatic pressures against the wall . If irrigation is proposed above walls, it will be important to properly size the wall drain to handle the maximum sprinkler flow rate , w i a W m 7 N yZ W m ° zi z m Q n rc n 1 f-- r L u cu al L 4A (a (U o :J 3 o C,� u L ro Q L 1 4-14J� cc z a� a, C •r-r• Q. Q I.. W d x r L U. ul r��1 3 C co m :F u Z)r 1 C r-• O O •�/ w x 1 a •J > Z7 - U� N w l u n N 3 ro w -' C, 0 •rJ b E O � d O L I I \ W TJ •X J a , a IL r z v r N O. / 1 z ,� I •r O m O w r. y) /� n C i ts.. 01 -r- (a r(a O r' t•1 L •r � tp ' CL 2 lu E w N u = c t F • O. V > o c� •-J 1- N ro Ci' CI w W rt) C Ul C> 4J t 4r; •_ I- W r0 n.f q 't y < r rcl p, [) T: r�_ ll, � _� 6. Cl. ; t7 L o w I V to b C � O tj Q1 lid r 4 t �- m u w 1� - U r 'L .IJ rL �� aJ t� • K i Mercury Development 0-4087 January 9, 1986 Page 12 5.8 Slope Stabiiitl The following table summarizes our recommenOtions for cut or fill slope sta- b�lity in native soils. Slope Height Maximum Recoinnended Slope Measured Vertically-ft) (Horizontal to Ve-,tical ) 0 - 5 1 1/2:1 5 + 2 :1 Some existing slopes may exceed these values. If so, they need to be flattened to meet these criteria. Steeper slopes may be possible with select imported fill material . We would be happy to provide additional slune recommendations once a source of fill material is selected. These values assume that the slopes will he protected from erosion and that significant drainage will not occur over the face of the slope. They f,jrther assume that no loads will be imposed within the areas indicated herein. loacn ;'h2 ?J er_a Any fills should be benched into existing slopes and the fills placed and com- pacted in horizontal lifts. Fill slopes should be obtained by placing and com- pacting material beyond the design sloe and then excavating back to the de- sired grade. Fill compaction should be in accordance with Section 5.2. Mercury Development 0-4087 January 9, 1986 Page 13 It springs or seeps appear on slope faces, they must be individually dealt rwith. Normally this consists of excavating into the slope face and install - ing a perforated drainage pipe within an envelope of free-draining gravel . Drainage details must be provided on a case by case basis. Failure to install drainage may result in soil slumps or oop-out5 . Of particular concern will be the cut slope at the south end of this site. Proposed finished grades will be below the seasonal ground water table and will be approaching the permanent ground w;,ter. It is possible that a very soft (quick) condition may develop at the toe of this cut. We recommend that a toe drain be installed at the bottom of any cuts deeper than five feet. A typical toe drain detail is illustrated on Plate 2. In addition, soft soils at t•,e toe of the cut may require a two foot to three foot layer of compacted rock fill to provide firm conditions for paving (see Section 5.1 .2). The need for this fill should be evaluated based upon field conditions at the time of construction. 5.9 Utilities The sandy silts at this site are easily excavated and should not obstruct utility installations. Although these soils will stand on near vertical slopes for short periods of time, they may collapse suddenly and without warning. Any excavations deeper than four feet should be adequately sloped or shored. In the absence of ground water, unshorPd tem,;orary cuts may be cloned up to . 11:1V for slcNes not exceeding 10 feet high. If ground water is encountered in any ex-avations, or if cuts will exceed 10 feet, the walls should he braced or else we should be contacted for additional recommendations. No evidence of ccrrosive soil was encountered on this site. 5.10 Erosion The native soils at this site are primarily silty, very fine sands or very tine, sandy silts. These .oils have a low clay co-.-.tent and hence little or no cohe- sion, making them extremely susceptible to erosion. Fro-ion can occur in two primary manners. Surface erosion normally takes the form of washouts or gullies Mercury Development 0-4087 January 9, 1986 Page 14 as surface water washes the soil down stream. Less obvious, but often more serious, subsurface erasion occurs when underground water washes fine soil into pipelines, coarser granular fill , or into weap holes or similar drain- age facilities. Subsurface Erosion - Subsurface drains have been recommended in various sec- tions of this report (behind retaining walla, under basement floor slabs, around perimeter footings, at the toe of major cut slopes, and through the center of the existing ravine). Underground water must flow out of the native silts and into these drainage facilities. This water will attempt to carry the native soils with it. If subsurface drains are not properly filtered from native soils they may clog or significant voids may be created due to piping (internal erosion) of the native soils. Non-woven geotextiles provide the most inexpensive, controllable_ , and build- able filter for fine graded soils. These fabrics are indicated ,)n all of our typical details. Fcr coarse soils a large range of fahrics would be acceptable bUt the native sandy silts at this site are ;o fine that mon ,t geotextiles do not meet minimum filter criteria. 11 locally available, commonly used geotex- tile that is acceptable is Fibretex 200. If other fabrics are to be considered we would be happy to review their properties for acceptability. The widely used Fibrptex 150 or, Mirafi 140 w7uld not be an adequate filter at this site. Surrace - Surface erosion is usually moat critical during construction, when large areas of bare soil are exposed. Methods of control will depend upon the construction techniques in use and are normally left to the contractor. If construction proceeds during periods of heavy rain it is us►,,illy desirable to create a holding pond end filtor at the down stream end of the site. This can he accomplished using commerical Y available silt fences or continuously staked hay bales. Mercury Development 0- 1087 January 9, 1 ,186 Page 15 If springs or seeps appear they should not be allowed to flow over ground slopes. Deep gullies can be cut very quickly and springs should be treated in accordance with Section 5".ft as soman as they anpear. We would be happy to work with your contractor to develop sound erosion control procedures. Finished grades should be paved or vegetated as soon as possible. 5.11 Ravine Fill The ravine which runs north-south and divides the site is perhaps the most significant geotechnical feature of the site. This section describes recommen- dations which pertain to filling the ravine and maintaining adequate drainage in the area. The permanent ground water table is currently incident with the bottom of the ravine. If the ravine is filled without maintaining adequate drainage, this water level will rise significantly across the site and into the new fill . This can result in softening of the fill soil , consolidation, erosion, and other ground water related problems. The end result would likely be building settlement. We recommend that a drain be installed in the ravine to maintain the hydraulic gradient near its present. level . A detail of this feature is given in Plate 3. The drain consists of a trench drain which runs the length of the ravine in the bottom and a blanket drain which lines the lower 10 feet of the existing ravine. The trench drain contains a perforated pipe to carry f',ow. The upper and lower surfaces of these features will need to he covered by filter fabric in i.-rordance with lection 5.10. The existing sewer which runs the length of the ravine could be used as the location for at least some of the trench drain. As dicussed in Section 5.1 the existing sewer should be removed and backfilled. This process will pro- duce an existing trench in the bottom of the ravine. taA TYPICAL, CANYON SUBDRAIN DETAIL � �/Vafura/ Ground Zone to bo filled / in horizontal Illta __. Vegetation, Roots, / and Topsoil Removed 3 feet FILTER FADRII; ' v/ 7,,7� Of OUJiBJ S,ha/l be n0,'7;oer,•'o.-cfed DRAIN ROCK See defai/ be/01V -- . 2 feet ----Drain rock w o ' Filter fabric f!- --3 feet_ — I fff s -- Perforated pipe 12 In. O.D. Drain Rock Should Be Clean, PLATE 3 1 too Draining, Crushed or Natural (3revel In Accordance with OSHD Specification 606.12 FIIU.1'4�11) 1 NI0 )USE - /I MAN A ASSOC. IION ANP SOILS FNUINF ERI NG,(IF ULOGV CANYON SUBDRAIN DETAIL - TYPE A Mercury Development 0-4087 January 9, 1986 Page 16 Additionally the area directly to the south of the ravine is quite marEhy and swampy. This was likely caused by filling operations which have changed natural drainage conditions. It will be beneficial to re-establish adequate drainage in this area so that ground water will not continue to erode and soften in place soils and fills. This can be accomplished by continuing the trench drain portion of the ravine drain system to the south boundary of the project. This drain should be adequately filtered and continuous with the ravine drain. 6.0 FUTURE GEOTECHNICAL SERVICES The recommendations contained in this report are based on information gathered during our field and laboratory study, and on desk;n information provided by Mercury Development. We have not yet received a detailed copy of the plans for this project. We recommend that we be provided an opportunity to review the final plans and specifications when they become available. This will allow us to determine whether any change in concept may have affected the validity of our recommendations, and whether our recommendations have been correctly inter- preted. In order to correlate preliminary soil data with the actual soil conditions encountered during construction and to check for construction conformance to our report, we also recommend that we be retained for construction observation Of stripping, grading, compaction, foundation excavations and all other soils related portions of this project. Respectfully submitted, RITTENHOUSE-ZEMAN h A`'SOCIATES, INC. U 1'R1,'r �Jfi, Ik 8/90 Stuart Albright;{ gineer Terry N. C�ave ,� ;- -� 11R1GON wdl kuAIL V. 14 ft, W t ±Irt rIV ' ', 0o d V "AP N.I Nw M' ''-Yuj /7/r• N// \��e� F' C u 1 I + �' wI• �Y, r W O N I�A / •,rw I.r•'.III NI \ •..III CL I m c tjl I..0/r,..rN �L10 ..+�,,: __or�li.ln��•nr`.Y' /1"'�t�' � /'?I.,� OO MY'V/ f, .��rrbt'�YI /'•Nr•.. .NI + l +l/r�w1 I•� rN o IPPM." N✓ ,.err I- FF1. 1 I rn r ':Iu rY P�6Eyur��^ 6VP1�1/rn�,+rlrr�ir nr , � /� irr y „p�Yr111 �' � ����•'l) � /. I� �J It. ,1 h ' I r'r n/Vrl. ��•' � �/ f !11� %/ ��, /'rr t1 I •� �� � I/ lf-0I II,Y ' • ,. h I I 4 1 f .:� ':•.n ..., , ,;:.� .�., Ar iwl ... i�n.r r� , ���;Y •\-Y�'e .Irl / r .,i /•'• ,��'' �+'u .+r ,rr•''" •1+.1 of Iry/;, '� `,.' 4•�fr rr\1 +"� J, "/ i } Y/r N, '.11• ' ' /�t p M \ \ ;/ r. ►�j / wr `J''- ,' No JON fir/ ,irr y (;i'i ,'I 1rCl` .6r 'rr'r/ (.riN'r ril`.+7 ,ri• �`.1'/�I�,rs'1Z`••'' // �Odf ����• \ \ ..:r.•. .� dI j al IMI /� rlp�/' a'�^_ ,�I..Irr.•�r �, .'�r� / ( ,{^. �'1''' {/,l+! 'r. Ir�'•NI CL I •f. •� � .�� �j `�-.�,..•,• `�: ,III •MI �% 1 01 Ile ,re ") ' I. / •�Y. �rh•I�•, .pl �.- rte AV A � APPENDIX 1 I � Boring Logs I and � Sampling Procedures I i 1 M SUBSURFACE EXPLORATION THE STANDARD PENETRATION TEST Disturbed but representative samples were obtained by using the Standard Penetration Test procedure as described in ASTM 0-1586. This test and samp- ling method consists of driving a standard 2-inch outside diameter split barrel sampler a distance of 18 inches into the soil with a 110-pound hammer free-falling a distar,ce of 30 inches . The number of blows for each 6-inch interval is recorded, and the number of blows reouired to drive the sampler the final 12 inches is considered the Standard Penetration Resistance (N) or blow count which is presented on the boring logs in Appendix A. If a total of 50 blows is recorded within one 6-inch interval , the blow count is record- ed as 50 blows for the number of inches of penetration . The resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils ; these values are plotted on the attach- ed boring logs . The soil samples obtained from the split barrel sampler were classified in the field and representative portions placed in water-tight containers . The sam- ples were then transported to our laboratory for further visual classification and laboratory testing. Samples are generally saved for a period of ninety days unless special arrangements are made. UNDISTURBED SAMPLING METHOD Some undisturbed samples were obtained by pushing a 3-inch outside diameter, seamless steel Shelu,, tube into the soil by the hydraulic system on the drill rig in accordance with ASTM D-1581. Since the thin wall tube is pushed rather than driven, the sample obtained is considered relatively undisturbed. The sample was classified in the field by examining each end prior to sealing with plastic caps . The samples were then transported to our laboratory where they were extruded for further classification and laboratory testing. RING SAMPLER Another method of obtaining samples for laboratory use was by driving a 3-inch outside diameter, ring-lined sampler into the soi, using the driving method of the Standard Penetration Test, in accordance with A^,TM D-3550. This method allows gathering of relatively undisturbed samples which may be used directly in test apparatus without prior trimming or disturbance caused by sample ex- trusion. Essentially acting as a double barrel sampler, the outer barrel acts like the split barrel sampler of the SPT test in transferring Lhe energy of the hammer to the soil . The inner rings act like the Shelby tuby sampler in obtaining relatively undisturbed samples . Mercury Developement Company 0-4087 January 9, 1986 Page 1 TEST PIT ''OGS Depth( f. t .-I Materials Encountered Test Pit No. 1 0-0 . 5 �- Grass, sod, TOPSOIL. 0 . 5-4 . 5 Dark brown, loose , sandy SILT with roots . 4 . 5-11 . 5 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 6 ft . Test Pit No. 2 0-0. 8 Grass, sod, TOPSOIL. 0 . 8-4 . 0 Dark brown, loose, sandy SILT with roots . 4 .0-8 . 5 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 7 ft . Test Pit No. 3 0-0 .6 Grass, sod, TOPSOIL. 0 . 6-5 .0 Dark brown, loose, sandy SILT with roots . 5 . 0-11 . 5 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 6 ft . Test_Pit 'No. 4 0-0 . 54 Grass, sod, TOPSOIL. 0 . 5-6 . 0 Dark brown, loose, sandy SILT with roots . 6 .0-10 .0 Brown, mottled, stiff , sandy SILT . Becoming harder to excavate at 7 ft . Test Pit No. 5 0-0 . 4 �+ Grass, sod, TOPSOIL. 0. 4-3 . 5 Dark brown, loose, sandy SILT with roots . 3 . 5-11 . 5 Brown, mottled, stiff , sandy SIT,T. Becoming harder to excavate at 7 ft . Test Pit No.6 0-0 . 5 Grass, sod , TOPSOIL. 0. 5-3 . 5 Dark brown, loose, sandy SILT with roots . 3 . 5-10 . 5 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 16 ft . Test Pit Nn_7 0-0 . 6 Grass , sod, TOPSOIL. 0 . 6-4 . 5 Dark brown, loose, sandy SILT with roots . 4 . 5-10 . 0 Brown , mottled, stiff , sandy SILT. Becoming harder to excavate at 6 . 5 ft . Test Pit No. 8 0-0 .9 Grass, sod, TOPSOIL . 0 . 9-3 . 0 Dark brown, loose, sandy SILT with roots . 3 .0-10 . 5 Brown. mottled, stiff , sandy SILT. Becoming harder to excavate at 6 . 5 ft . Mercury Developement Company 0-4087 January 9, 1986 Page 2 TEST PIT LOGS De�thjft� Materials Encountered Test Pit No._9 0-0. 8 Grass , sod, TOPSOIL. 0 . 8-4 . 0 _ Dark brown, loose, sandy SILT with roots . 4 . 0-7 . 0 Brown, mottled, medium stiff , sandy SILT. 7 . 0-15 . 5 Grey, saturated, sandy SILT. Varying Groundwater at 7 feet . density, averaging medium dense. Test Pit No. 9 0-0 . 8 Grass , sod, TOPSOIL. 0 . 8-4 . 0 Dark brown, loose, sandy SILT with roots . 4 . 0-7 . 0 Brown, mottled, medium stiff, sandy SILT. 7 . 0-15 . 5 Grey, saturated, sandy SILT. Varying Groundwater at 7 feet . density, averaging medium dense. Test Pit to , 10 0-0 . 8 Grass, sod, TOPSOIL. 0. 8-3 . 5 Dark brown, loose, sandy SILT with roots . 3 . 5-5 . 0 Brown, mottled, medium stiff , sandy SILT. 5 . 0-12 . 5 Grey, saturated, sandy SILT. VArying Gro;rndwater at 5 feet . density, averaging medium dense . Test Pit No . 11 0-0.9 Grass , sod, TOPSOIL. 0. 9-3 . 0 Dark brown, loose, sandy SILT with roots . 3 . 0-6 . 0 Brown, mottled, medium stiff , sandy SILT. 5 . 0-11 . 5 Grey, saturated, sandy SILT. Dense at the top, getting less dense with depth, medium dense at the Lottom. Groundwater at 5 feet . Test PitNo . 12 0-0. 7 Grass , sod, TOPSOIL. 0 . 7-2 . 5 Dark brown, loose, sandy SILT with roots . 2 . 5--14 . 0 Brown, mottled, stiff , sandy SILT. Becoming harder to excavate at 5 ft . More sandy with depth . Ground water. at 10 feet . Test Pit No. 13 0-0. 8 Grass, sod, TOPSOIL. 0 . 8-4 . 5 Dark brown, loose, sandy SILT with roots . 4 . 5-12 . 5 Brown, mottled, stiff , sandy SILT. Becoming harde • to excavate at 6 ft . More sandy with depth. Groundwater at 11 feet . r Mercury Developement Company 0-4087 January 9 , 1986 Page 3 TEST PIT LOGS Depth ftp Materials Encountered Test Pit No. 14 0-0. 7 Grass, sod; TOPSOIL. 0 . 7-3 . 0 Dark brown, loose, sandy SILT with roots . 3 . 0-12 . 0 Brown, mottled , stiff , sandy SILT. Becoming harder to excavat at 4 . 5 ft . More sandy with depth. Groundwater at 9 feet . Test Pit No. 15 0-0 . 8 Grass, sod, TOPSOIL. 0 . 8-3 .0 Dark brown, loose, sandy SILT with roots . 3 . 0-13 . 0 Brown, mottled, stiff : zandy SILT. Becoming harder to excavate at 7 ft . More sandy with depth. � Groundwater at 11 feet . i I I i 0 I I � w Mert.ury Devp+upernunt Tigard East 0-4087 w STANDARD 14 w SOIL DESCRIPTION �, 3 P_^.NETRATION RESISTANCE H 1 ♦ Blows per foot n' n (140 Ib. hammer, 30"drop) a Surface Elevation: 239 feet rz 10 20 30 40 5i) Grass, sod, TOPSOIL. Wet, soft, brown, sandy SILT. 5 T G) 0 Gray, saturated, sandy SILT. Medium dense. a Progressively more sandy with depth. -1�J m `15 ....7. 7I _ N -20 - _ 25- _ 30- -35 n- 2530_35 40 LEGEND f# b WAIer conierl 2.0"O.D. split spoon sampler • Sample not recovered )( 3.0"O.D. undisturbed sampler i plexometer tip P Sampler pushed Y Water level LOG OF BORING NO. CJ. 1 Atlerberg limits: �--'�s- Liquid limit R--- Natural water content RIT'rENIIOUSE-ZEMAN & ASSOC. �--- Plastic Limit SOtI.S ENGINEERING AND GEOLOGY W Mercury Developement 1'lgerU Leat 0-4087 �.i STANDARD 1• m a PENETRATION RESISTANCE SOM DESCRIPTION '^ i a r, ♦ Blows per tool t. (140 Ib. hammer, 90"drop) A Surface Elevations 227 feet 0 10 20 30 40 50 Grass, sod, TOPSOIL. �- Brown, sandy SILT. Medium dense, Saturated - at bottom. -- ----=- — P _10 -T- o - �_ --- Gray, saturated, sandy SI' T. Medium dense. f Progressively more sandy with depth. `" rn .. -- m 20 - CD _ 25- — — t 35 -40 -- --- LEGEND %Water Conlerd T 2.o"O.D. split spoon sampler • Sample not recovered 3.0"O.D. undisturbed sampler + pletomeler tip P Sampler pushed V Water level LOG OF BORING NO. B-2 Atlerber` limits: Liquid ;rmlt �- -- Natural water content RITTENIIC?USE-ZEMAN & ASSOC:. -- plastic Limit SOILS FWANEE1UNG A"GEOLCUY APPENDIX 2 Settlement Monitorng Mercury Development 0-4087 January 9, 1986 Page 1 APPENDIX 2 rAs discussed in Section 5.3 we anticipate that six inches to z foot of settle- ment may occur due to the placement of large fills. Settlemen -'s of this mag nitude may impact structures and pavements. It would be desiraole to monitor settlements and if necessary, to delay some construction until the majority of settlement is complete. There are two principal methods for checking settle- ment. Settlement Monitors - The most complete information is derived from settlement markers, normally installe(+ as Town on the attached plate. These markers are installed prior to fi'Wolj, and are monitored as fills are placed. Additional Pipe sections may be ajded as required. lhey allow measurement of total settle- ments that occur, and because settlements are monitored during the filling pro- cess they allow a fairly accurate determination of rate of settlement arid esti- mated residual sett,ements after the fill is completed. Their principal dis- advantage is that they can be damaged during construction arid can slow the rate Of fill placement because of the need to work around them. A more convenient method of settlement monitoring consists of a buried hydraulic sensor (essen- tially a manometer) with a remote readout. Once installed, this equipment does not obstruct construction and settlements are read at a station located 100 feet or so away, connected by buried flexible tubing. This equipment is more difficult to install , and is moderately expensive (coat of installation would probably be in the range of $4,000 to $6,000 depending on the number of instal - lations required) . Settlement Hubs - A common, and less expensive, alternate to settlement monitors is to install the fill without monitoring, arid then to place survey hubs on the completed surface. periodic elevation readinqs are taken on these hubs. Be- cause they are not placed until the fill is complete these hubs do not allow measurement of total settlement (much of which may occur during fill installation), and hence percent consolidation cannot be estimated. By periodic reading these hubs do allow a determination of when settlements are essentially complete, but it is difficult to predict future settlements prior to this time. Because of this, it normally requires more of a delay between fill placement and construction Mercury Development 0-4087 January 9, 1986 Page 2 to attain the same level of confidence of settlement completion, than would be necessary wit) monitoring as outlined previously. A` this site we would expect that with complete monitorinq we should be able to predict future settlements within one to three weeks after completion of filling. With hubs it would be necessary to wait at least three weeks, and possibly up to two months or more to be certain that settlements are complete. We would be happy to meet with you to discuss these alternates , at your conven- ience. 1 G IThreaded Coupl inC� 1 Jocke_t �.oupl i ng , l /r olve:-�r-,t Wvld ASTM Di:4i December 31, 1985 MACKENZIE ENGINEERING, INC, Mackenzie/Saito & Assoc. , P.C, 0690 SW Bancroft Street Portland, OR 97201 Attn: Mr. Dave Larsen Re: "Tigard East" Sewer Relocation Dear Mr. Larsen: In response to your receot request for review of a "concept plan" relative to rerouting sanitary arm storm sewer mains; I have discussed same with our building official anti neither he nor I. forsee any problems which have not; already been addres:,ed. Therefore, you may proceed toward development of finished drawings for formal. (City review and approval) submission. Sincerely, John S. Hagman Engineering Tech JH-b924 cc file A `p M PITMACKENZIE ENGINEE JG INCORPORATED (1���� ���' MACKENZ!E/SAITO&ASSOCIATES, P.C.06:90 SW BANCROFT STREET PORTLAND,OREGON 97201 (503)224 9560 (503)2249570 Date: December 18 __ 1985' Project Number To: r'l-R 45F " AAA�P- _ ZZ'1'-3S,wAS14 Attention: �Ci}w► N'AQi,M Project Name: Pease find attached: _shop drawings _✓_plans samples zsof specifications I copy of letter _.change order details f C�� Y,e1'�C") calculations Number of copies Description _.��_ oPoSIEDTVI?ti!._� 'LTTi Vit For your use +�For your review _✓For approval __As requested REW,RKS: dl?�R. E1�lrQd.l P'l r "TI vvnpq il,,w Z%f ^ . L—G7�JNLMiCh►�" � /'�*�`� P��S �dr�,7�s11'o�ts, Copy to: Signed: ' Mailed -je!�Delivefed _To be picked up 0 On610/Uq/uo not AS nolod.kindly noNlr us of once ■s STATE OF OPLEGON INTEROFFICE MEMO TO: Wayne Schulte DATE, November 29, 1985 Feder AidSp iall ist FROM Leona . Gunderson"`" Asst. D.N.S. SUBJECT Construction Finance Agreement Mercury Development Inc. 99W M.P. 10.042 and 99W @ Park Tigard Ea.,t Attached is a copy of the Road Approach Permit and the construction plan for the roadway improvements. Conditions of this permit require the installation of a traffic signal at the development access at Sta. 128 + 69 and modification to the existing sign; i at S.W. Park. Please prepare a construction finance agreement for the design, construction, and maintenance of the new traffic signal . The State should design, advertise, administer the contract, and perform the maintenance. The City should be included as per the agreement with LOC. The developer (Mercury Development) is responsible for all costs incurred. A deposit of $7,500, estimate cost for preliminary engineering, is due at the time of the agreement. rhe total estimate cost of the project, $100,000, is due prior to advertising. Traffic signal warrants and storage length requirements have been addressed in a Traffic Impact Study prepared by Tom R. Lancaster, May 1985. cc: L. E. George Bob Sandmann Ron Failmezger Paul K. Gram - Mercury Development -- Bill Monahan - City of Tigard Will Night APPLICATION AND PERMIT TO ' ONSTRUCT APPROACH ROAD PERMIT NUMBER _ 1 a�tie��F. HIGHWAY DIVISION _ HIGHWAY NAME MILEPOINT ENGINEERS STATION Pacific Highway West 10.042 128 4. 69 _ HIGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPROACH TO SERVE ❑ NORTH IS EAST 1W Vashington n SOUTH ❑ west Ccmr>E--cial Development BETWEEN On NEAR LANDMARKS - HIG'iWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS S.W. Park AND S.W. McDonald 4V-294 1 of 2 & 2 of 2 Rev. 9-9-85 APPLICANT NAME AND ADDRESS BCND REQUIRED REFERENCE AMOUNT OF BOND ❑YES ®NO DAR 734-50-025(6) $ ,F—m-ercury Development Inc. INSURANCE REQUIRED EFERENCE ® ADMINISTRATIVE FEE 338 N.W. 5th Ave. 5d YE3 ❑NO OAR 73A-%025(3) ❑ TEMPORARY DEPOSIT Portlana, OR 9228 AMOUNT CHECK NUMBER $ 50.00 DISTRICT M EN E S RVIS DATE COMPLETE ATTN: Paul Gram APP C:TIONREC�EIV REGION ENGINEER DATE X LI UTILITY PERMIT SUPERVISOR APPROVAL DATE X APPLICANT APPLICATION DATE �O'2y'e5 APPROACH ROADCOMPLETIONDATE o� n�� X �'�� � y\ � REFERENCE.OAR 734-50-050f41 - T The applicant declares that hwitho is the owner or lessee of the real property adjoining the 8Wve described highway and has me lawful authority to apply for Mrs permit.When this ap- pllcstlon is approved by Ina Department of Transportationme applicant is subject jr,the terms and ulovlslons contained herein and attached hereto:and the terms of Oregon Ad. mmrstrative Rule.Chnoter 734.Dlwaion 50,which is by this tolerance made a part of this permit Copies of the Rule may be obtained from the District Maintenance Supervisor It office. Issuing of permits under mesa regulations is not a finding of cornpltance wltti me statewide planning goab or the acknowledged comprehensive Olen for the area.Perntlta are issued sub- act to the approval Of Lity,county or other governmental agencies having either pmt supervision over this section of mlhwav or authority to regulate land use by means of toning and/or building regulations it snaa be-he applicants responsibility to obtain any such approval including,wham applicable. or:ai governmant determination of compliance wttrl the statewide planning goals(OAR 734-50-0551 SPECIAL PROVISIONS 1—If the proposed application requlrRs traffic control devices and/or special road construction,the applicant shall provide a copy of this application to the affected local government.The original application must be signed by the local government official. LOCAL OaVERR)1ENT CFFI AL SIGN URE TITLE ��-- X .%�.� r�✓��-4 C� /^f,�i'lN �wiLFJj s , f �� 2—Thea llcan r his _,ontractor 3hall notify the District Malntena a Supervisor's o ice at least 48 hours in advance of c mencing work and afie Ompleting the work covered by this permit.(OAR 734-50.040)Telephone Num .1r: 3-A construction finance agreement for the installation of a traffic signal at this approach and the traffic signal modifications at S.W. Park is required. Appli- cant is responsible For all costs involved in the design and construction of the signal installation, modification, and roadway. TYPE 5 APPROACH ROAD —CURBED HIGHWAY NOTE.All material and workmanship shall belnaccordance with the cur- - W rent State of Oregon Stannard Specification for tflghway Construction. W= 50' R. - 40' R2- 40' A o 90° DR/w i CURB TYPE o . .181 oq�-65' C SIZE AND TYPE COMPACTED 1HICKNESSiINCHES) 'j— STONE BASE 1 I-0 1411 _ Extg Curb STONE LEVELING 512E AND TYPE COMPACTED THICKNESS IINCNESI COURSE 3 4"-0 2" ASPHALTIC CLASS COMPACTED THICKNESS(INCHES) DC CONCRETE B & L 411 PAVEMENT Hwy — ---- PLAN 734-3301"1'(3-83) - SEE BACK OF APPLICATIJN APPLICATION AND PERMIT TO .ONSTRUCT APPROACH ROAD PERMIT NUMBER HIGHWAY DIVISION HIGHWAY NAME MILEPOINT ENGINEERS STATION Pacific Highway West 10.1.14 132 + 50 HIGHWAY NUMBER COUNTY SIDE OF HIGHWAY APPRL,.,CH TO SERVE 1W ElNORTH C5EAST Washington ❑ SOUTH ❑ WEST CcrrTrierr:ial development BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS S.W. Park AND S.W. McDonald 4v-294 1 of 2 ReV.9-9_85 APPLICANT NAME AND ADDRESS BOND REQUIRED AMOUNT OF BOND REFERENCE ®YES ❑NO OAR 734.50.025(8) $ 5,000.00 F—Mercury Development Inc. INSURANCE REQUIRED REFERENCE ® ADMINISTRATIVE FEE 338 N.W. 5th Ave. O 5d YES ❑NO OAR 734.50.02513) ❑ TEMPORARY DEPOSIT Portland, OR 972.20 AMOUNT CHECK NUMBER $ sn nn_ _ ATTN: Paul Caralm DISTRICT MA NA PERVI DAII ,OMPLETE APPLICATI N RECEIVED REGION ENGINEER C ATE X PPROVAL nAT'E UTILITY'ERMIT SUPERVISOR A APPL'CANT APPLICATION DATE X� � q�_ _ �O�Zy �S APPROACH ROAD COMPLETION DATE _ /� REFERENCE OAR 704-50-050141 J(c The applicant declares that henhe.s;he Owner or 198360 of the real property adjoining the above 106cnbed highway and hes the lawful authority to apply for this pormn When this.p- plrcatlOn is apprU:ao by the Depanment OI Transportation,the af0lionl is 4ublef'to talo farms hnd provisions contained heron and attached hereto,and the terms or Oregon Ad- mnistrative Rule Chapter 774,Dfvislon 50,which Is by this reference made a pan of this permit Copies of the Rule may bo obtained from the District Maintenance Supervisor s oPore Issuing of permits unser me-,e regulations Is not a finding of compliance with die statowide planning goals 9r the acknowledged comprehensive plan for the area Permits are Issued sup- loci to the approval of city County or other governmental agencies having either joint suporvinion over the section of highway Or authority to regulate Wid use by means of Zoning andlor blinding regulations It shall be the applicant's respunslbihty to obtain any such approval including,where applicable local government determination of compllan,4 with the statewide planning goals iOAR 734.50-0551 SPECIAL PROVISIONS 1—If the proposed application requires traffic control devices and/or Special road construction.the applicant shall provide a Copy of thin application to the affected local government.Th%4'rlglnal application must be signed by the IL—al government official. LOCAL GOVERNM . OFFICIA EhdNATUf)� TITLES DATE X ' / C ' ' i'L / 2 The apps int or s contract r shall notify the District Mauttepdnce Supernsor' office at least 49 hours In advance co,tmencing work and atter co plettng the work covered by this permit.(OAR 734.30.040)Telephone umber 3-Applicant to install and (maintain signing to control right turn in and right turn out as shown on 1 of 2. 4-Widening for right tw-n lane, bike lane, curb a,,,i siat::,alk as shown on sheet 1 of 2 and 2 of 2. 5-Improvement of existing roadway and radius at Park Street~ station 121 + 42. TYPE 5 APPROACH ROAD —CURBED HIGHWAY NOTE,All material and workmanshipShall belnaccordance with the cur- -�{ rant State of Oregon Standard'2;,eclHcabon for Highway Construction Ri w �i w I Cniw '� w- 33' R. - 55' R7- 40' A - 900 ` CURB TYPE i STO 35' SIZ 3S 9 C ---}�T-_-� SIZE AND TYPE COMPACTED 7HICKNE (INCNE9) STONE BASE �Eatg Curb _ 1!�" 0 14" STONE LEVELING SIZE AND TYPE COMPACTED THICKNESS,INCHES) COURSE 3/4"-0 210 Q DC ASPHALTIC CLASS COMPACTED THICKNESSf7NCHESI \ CONCRETE { PAVEMENT B Si C 411 PLAN 734-3307F(3-63) SEE BACK OF APPLICATION ) i November 15, 1985 Cirf OF WAND WASHINGTON COUNTY,OREGON r Mr. Tom Spear Department of Land Use and Transportation 150 N. First Hillsboro, OR 97123 Tom, As we discussed last week, we have a proposed development in our process adjacent to S.W. Pacific Highway that needs to vacate existing right-of-way (see enclosed map). We are uncertain as to who has jurisdiction over this portion of right-oi-way, however, we believe it is either with the State or the County. Could you assist. us with determining who has jurisdiction over this right-of-way and possibly more information about its origin and location? The developers of this project would like t , know who's vacation process they need to go through as soon as possible. Your early response would be greatly appreciated. Thank_you, Ra dy S. C�arno Engineering Services Manager C. Mercury Development Mr. Paul Gram 338 N.W. 5th Avenue P.O. Box 5308 Portland, OR 97228 Loreen Wilson John Hagman 7.141P/dm j 12755 S.W. ASH P.O BOX 23397 TIGARD, OREGON 97223 PH:839-4171 p,.SDI MERCURY DEVELOPMENT, Inc. Development • Management 338 N.W. 51h Avenue Phone(503)223-2108 P.O. Box 5308 • Portland, Oregon 97228 August 8, 1985 of ri�4Ro Mr. Ron Failmetzger, T-Affic Operation Supervisor 9010 S .E. McLoughlin Blvd Mi.lwaukie, Oregon 97222 Rr. : TIGARD EAST - PACIFIC HWY Dear n: Enclosed is one (1 ) site plan for the Tigard East development, and one ( 1 ) design plan for the north, central and south egress and ingress . I look forward to meeting and finalizing these plans . Hopefully this meeting can take place prior to Thursday, August 15 , 1.985, thus avoiding your late August scheduling conflict . Sincerely, MERCURY DEVELOPMENT, INC. Agent for Tigard East Associates Paul K. Gram PKG:klr Enclosure cc: Dave Willhite Frank Currie C Memtwr. International Council of Shopping Centers CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER I. Concerning Case Number(s)( SL 6-85 2. Name of Owner:_Tigard East_ Assoc. 3. Name of Applicant:—_ Mercury Development Co. Address_ P.O. Sox 5308 City Portland State OR Zip 97228 4. Location of Property: Address Southeast side of Pacific Hwy. approximately 1000 feet south of Garret FTE. Legal Description__ ?QI 2CB lots 100, 200, 500, 0���01, 900. 901 _ 5. Nature of Application:_ Request to relocate an existing sanitary and storm sewer line and to fill a drainageway. 6. Action: Approval as requested _XX _ Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant 6 owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON _July 221 1985 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. Box 23397, Tigard, Oregon 97223 . 9. Appeal : i Any party to the decision may appeal this decision in accordance with 18. 32. 290(A) and Section 18. 32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent . The deadline for filing of an appeal is 4 : 30 P.M. July 22, 1985 10. 9ugstions: If you have any questions, please call the City of Tigard Planning Department, 639-4171 . 0257P BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION ) FOR A SENSITIVE LANDS PERMIT TO RELOCATE AN EXISTING SANITARY RND ) STORM SEWER LINE AND TO FILL A ) SL 6-85 DRAINAGEWAY ON PROPERTY ZONED ) C-G (Commercial General) ; ) Mercury Development Co. , applicant. ) The above-entitled matter came before the Hearings Officer at the regularly scheduled meeting of June 27 , 1985 , at the Durham Waste Treatment Plant, in Tigard, Oregon; and The applicant requests a sensitive lands permit to allow the relocation of existing sanitary and storm sewer line- and to fill a drainageway on property zoned C-G (Commercial General) , and located on the southeast side of Pacific Highway, approximately t0:• feet south of Garrett Street, property more specifically described ar Tax Lots 100, 200, 500, 800 , 801, 900 , 901 Map 2S1-2CB, City of Tigard, County of Washington, State of Oregon; and The Hearings Offices: conduc=ed a public hearing on June 27, 1-985, at which time testimony, evidence and the Planning Department Staff Report were received; and The Hearings Officer adopts the findings of fact and conclusions contained in the Staff Report, a copy of which is attached hereto, marked "Exhibit A" and incorporated by reference herein; and NOW THEREFORE IT IS HEREBY ORDERED that. SL 6-85 be and hereby is approved subject to the following conditions: Page 1 - SL 6-85 s � 1. A soils report and detailed grading plans shall be submitted to the City for review prior to issuance of any permits for site work. 2. The City Engineer shall be satisfied that the applicant's proposal for on-site storm retention is adequatc to hold runoff to current levels, or at the City's option, the City Engineer shall specify off-site improvement design on downstream facilities to accommodate increased runoff_ . 3. Detailed engineering plans for storm drainage and sanitary sewer lines shall be submitted to and approved by the City s Engineering Division prior to issuance of building permits. City public improvements shall be bonded for 100% of the estimated cost thereof prior to issuance of building permits. 4. Site Development Review approval shall be required prior to issuance of building permits. 5. This approval is valid is exercised within one year of the final decision d te. DATED this day of July, 1985. HEARINGS OFFICER APPROVED-. Page 2 - SI. 6-85 ! MUIL MDI MERCURY DEVELOPMENT, Inc. ti 's Development + Management 338 N.W. 501 Avenue Phone(503)223-:.IOF 0 P.O. Box 5308 Poo(I �n(l. Ort-vols May 21 , 1985 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Attn: Mr. Frank. Currie RE : TIGARD EAST Dear Mr. Currie Enclosed is a copy of the Traffic Impact Study for the Tigard East location on S .W. Pacific Highway West. Mr. Ron Failmetzger and Mr. Dave Wil.lhite have also been forwarded copies . I am aware of the on again/off again history of Tigard East, however, Tigard Past Associates is anxious to begin the development program on this fine piece of property. I am looking forward to meeting w: t.h you upon the completion of your analysis . Sincerely, MERCURY DEVELOPMENT, INC . Agent for Tigard East Associates Paul K . Gram PKG :klr Enclosure Mernlvr, Interntttionsl Cnuntil of shnpping Center% TIGARD EAST TRAFFIC IMPACT STUDY S.W. Pacific Highway West Tigard, Oregon Tom R. Lancaster, PE May, 1985 i l 1 TOM R. LANCASTER, P.E. Transportation Engineering Traffic Studies 2239 Monterey Lane planning Eugene, Oregon 97401 Safety (503) 883-4818 i TIGARD EAST TRAFFIC IMPACT STUDY Pacific Highway West Tigard, iregon t P RO'rifr �\ 19 � r;IN� 8054Qz �-�\ OREGGiJ�c�,l 22. I 1 TOM R.LANCASTER,P.E. Transportation Enpinnrnnp TABT:E OF CONTENTS Summary . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Location Descriptic.n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Trip Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 TripAssignment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 SignalWarrants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Intersection Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Traffic Signal Progression . . . . . . . . . . . . . . . . . . . . . . . . 30 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 -1- TOM R.LANCASTER,P.E. Transpwavon EnpinNnnp SUMMARY The proposed Tigard East shopping center would consist of about 147,000 square feet, and would generate about 9 , 800 trips per day. About 900 trips would be generated during the evening peak traffic hour. Three access points to the Pacific Highway have been proposed: a south access near the south end of the frontage , a main access near the midpoint of the frontage and a north access at the existing Park Street intersection . This report analyzed traffic conditions for three alternatives for the south access: ( 1) a full intersection , ( 2 ) right turns in and out only, and (3) no access at that point . The analysis assumed that a smaller commercial center would be developed across the Pacific Highway from Tigard East. The study indicates that for all three confiqur- ati.ons of the south access , a traffic signal would be warranted at the main access but riot at the south access . The study also found that the main access would operate at level of service B prior to the commercial development to the west of Pacific Highway, and level C -2- TOM A.LANCASTER,P.E. Transportation Engineering after the development . The nurth access , presently operating at level of service A, would operate at level B with Tigard Fast. Because of the long signal cycle length in the outbound signal timing program, traffic queues waiting to exit from the main access would exceed the storage space . Some mitigating measures are suggested in the report. A new traffic signal at the proposed main access would not interfere with inbound or outbound signal progression programs , but would reduce progression in the off-peak signal timing program. -3- 'TOM R.LANCASTER,P.E. Transportation Enpinaannp INTRODUCTION Tigard East is a proposed shopping center located on Pacific Highway West in the City of Tigard. The total building area will be about 197,000 square feet. The purpose of this study is to estimate the new trips to be generated by the development, to determine the effect of the trips on the adjacent highway, and to determine traffic signal and roadway improvements that will be required to accommodate the additional traffic. Three access options will be considered, and the effect of a possible future commercial development across the highway from Tiqard East will also be considered. -4- ,its Lrti.. ®��.�� Ll QC // MIL ILO IL ...°. •'• �.. ,�' ,""I or�` ,Awa- Ir_>II ouo,• n 1 ( � �L III1 r Tll 1 nr / M rri.r ���. �. � R R \ 4't �'r R�� • O •„ � ��� 1 �I SEE � � � +c � _ ' �� RVI.• f p • � ... i � �,I_LI ply J = •�Q� ^ —'1' �U• � Cl 4 ur� , TI GAR AL .L./... Pm Isom FlUl[j •s ° r �.f� a KING CITY .L,° ,we ► r�`.}%'a L —��II II � - ry —I 1 I ! c.Y. [ Cow• t 21 . i 1 r ;(�`-' r-� .--t i qua•�n�.rJ7 1 -5- TOM R.LANCASTER,P.E. Tnnsportdlon inpmsNnnp LOCATION DESCRIPTION The proposed project is located in the City of Tigard on the easterly side of Pacific Highway West, south of the intersection with Park Street. The parcel is presently vacant , except for an empty 4644 square foot retail building near the southwest corner of the project and , next to it, an auto repair shop which will be removed. Pacific Highway West , which is under the jurisdiction of the Oregon State Highway Division and is signed as Oregon 99W, traverses the area in a direction from northeast to southwest . To simplify directional descriptions , the highway w�' 11 be considered to run in a north-south direction for the purposes of this report. The highway is four lanes in width , with a con- tinuous center left-turn lane. The speed zone is 40 mph. There are curbs and a narrow gravel pedestrian path on both sides of the highway. Parking is prohibited on both sides . Tri-Met bus route number five has a northbound atop on the near ride of the Park Street intersection, and a southbound stop near the center of the development -6- TOM R.LANCASTER,P.E. Tronsportsllon Enpinwtnp frontage ( in front of the existing pizza parlor on the west side of the highway) . There is a narrow paved frontage road that runs the length of the parcel , just to the east of the highway. The frontage road is apparently the route of the original Pacific Highway. It ends to the north at the Park Street intersection , and to the south in an intersection with the highway. To the north of the proposed devplop,aent, east of the frontage road , are several small buildings which include houses, a barber shop, and an auto repair shop. To the south are apartment buildings , and to .he east are single-family houses . There will be no vehicular access to the project from the east. Park Street intersects the highway from the west (the connection to the frontage road comprises the east leg of the intersection ) . There is presently a three-phase fully-actuated traffic signal at the intersection . There is not a left-turn phase for the southbound left turn , and the east approach is not signalized . The Park Street approach has two lanes; a right-turn lane, and an optional throuqh and left lane -7- TOM R.LANCASTER,P.E. Transportation Enpmeennp The east approach is unstriped, and is controlled by a STOP sign. There are Opticom detectors for the north and south approaches . There are marked crosswalks on the west and south legs . The south crosswalk is signed as a 20 mph school crossing. Across the highway from the proposed development is an existing pizza parlor. It does not have direct access to the highway, but has access to a three-lane driveway which is apparently intended to serve a large future development on the presently vacant land surrounding Cne pizza parl-)r. Three access points are proposed for Tigard East. The main access would be near the midpoint of the parcel frontage and would have three lanes, one inbound and two outbound . This access would be signalized if warrants are met . Based on conversations with the developer, it will be assumed in this report that if the property to the west of the highway is developed at some time in the future , its main highway access will be directly opposite the proposed main access for Tigard East. A second access is proposed for the north end of the site using the frontage road and the Park Avenue -8- TOM R LANCASTER,P.E. -- ---- — TrinsportmUon Enpireennp intersection . This will require that the existing traffic signal be modified to prrivide a southbound left-turn phase and signal indications for the east leg. It should also involve reconstruction of the east leg to eliminate a short , steep downgrade on the intersection approach . Because this entrance will provide convenient access to parking and loading areas in back of the store buildings , it is expected that this access will be used by many of the store employees and delivery trucks . However, it will probably also receive some use by store customers . A third access is proposed at the south end of the parcel . This would be a minor access , and would have only one lane in and one lane out . This report considers three alternatives for this access : ( 1 ) a full intersection configuration, (2) right turns in and out only , and ( 3 ) no access at all at this point . As does the north access , the south access would provide access to the area behind the stores , and would probably be used by employees and dt_ livery trucks as well as customers. -9- EXISTING THREE- PHASE. TRAFFIC SIGNAL. O4 I 7 � W 4 I � i 2 �gw-1 o " No SC^LE < .J 1� ° T 7 > W ' O I 13 oc J ' -N I 1< w x Q Z71 O W Y I I= O in d 41 I IL d ° 2 I I� ►. o°t 'o lu- ago CL r t a Y too, I �. � w I CC WATKINS AVE. I n d EXISTING CONDITIONS I TIGARD EAST TIGARD OREGON TOM R.LANCASTER,P.E. TrnnfporlNlon Enpinwrinp TRIP GENERATION The projected number of vehicle trips for Tigard East was determined based on data in TRIP GENERATION, third edition, published by the Institute of Trans- portation Engineers. For a shopping center with 146 , 590 square feet, the daily trip generation rate is estimated to be 9778 trips per day . During the PM peak hour : there would be 865 trips , of which 415 wou16 be entering and 450 would be leaving. Of the 865 peal, hour trips generated by the development , it is estimated that about 75 percent will be new trips added to the street system. The remaining 25 percent will be existing trips diverted fror,i the highway. A manual count of traffic on the highway at the project site was made in 1982. This count indicated 1323 southbound and 856 northbound peak hour vehicles on the highway. I -11- aw � TOM R.LANCASTER,P.E. -- _ - - ---- TraneLu—::nn Engineering Oregon State Highway Division traffic volume tables for 1982 show an average daily traffic volume of 25 , 200 at a location near the site (milepost 9 .84, 0.01 mile southwest or Garrett Street) . Traffic volume tables for 1983 show a volume of 26 , 700 vehicles at the same location , an increase of six percent . Assuming that volumes have continued to increase at the rage of six percent per year , the estimated weekday peak hour traffic volumes at the project site for 1985 would be 1561 southbound and 1010 northbound. Manual traffic counts made on Park Street in 1.982 were increased in a similar manner , as; ming a six percent per year increase. For the purpose of analyzing the effect on traffic of the proposed future commercial development across the highway from Tigard East , it was assumed that the 7. 5 acre site would be developed into about 40, 000 square feet of retail space . This would result in about 577 trips during the peak hour , of which 288 would be entering the site and 289 would be leaving. -12- w PARK STREET EXISTING / q�0 TRA91FIC SIGNAL / / tH +s / / G PROPOSED ,4vy// / TRAFFIC SIGNAL ct ae lie sow SITE PLAN TIGARD EAST NO iiCAL►.� -13- 9 TOM R.L,ACASTER,P.E. transportation EnptnNnnp TRIP ASSIGNMENT It is expected that most of the trips generated by Tigard East will have origins or destinations within a few miles of the shopping center . Based on residential development patterns in the area, it is estimated that about 50 percent of the trips will be to or from areas to the south of Tigard East on the Pacific. Highway . Trips to the north on the Pacific Highway would be about 37 percent , trips to the west on Park Street would be about 10 percent , and trips to the future commercial development across the highway would be about 3 percent. The table on the following page shows the estimated percentage distribution of trips among the three access points for the four directions described in the previous paragraph . The percentage of trips for each direction was then multiplied by the percentage of those trips assigned to each access point , and then multiplied by the total number of entering or exiting trips to get the projected turning movement volumes at each access point. These volumes were then multiplied by the 75 percent "new trip" factor and added to the existing trips on the highway and Park Street . In analyzing access -14- TOM R.LANCASTER,P.E. ----- -- - ---- Transportation Enpinasnnp configurations that limited turning movements at the south access , it was assumed that the prohibited movements would be diverted to the main access . In estimating the distributions to the accesses , it was assumed that the north and main access would be signalized , but that the south access would not be. The resulting volumes are illustrated in the traffic flow diagrams. Trip Distribution Percentages: Pacific Highway to the south: 508 Pacific Highway to the north: 378 Park Street to the west: 108 Future development to the west: 38 ENTERING TRAFFIC DISTRIBUTION PERCENTAGES South Main North Access Access Access Pacific Hwy (south) : 408 608 08 Pacific Hwy (north) : 58 858 108 Park Street : 58 658 308 Future development: 08 1008 08 EXITING TRAFFIC DISTRIBUTION PERCENTAGES South Main North Access Access Access Pacific Hwy (south) : 58 958 08 Pacific Hwy (north) : 108 808 108 Pa:k Street: 108 708 208 Future development : 08 1008 08 -15- - TOM R.LANCASTER,P.E. Transportation Engineering For trips to and from the proposed commercial development across the highway from Tigard East, it was assumed that 60 percent would be to or from the south on Pacific Highway , 37 percent would be to or from the north on Pacific Highway , and 3 percent would be to or from Tigard East . It was also assumed that there would be only one access to the development . If there were additional accesses , the volumes assumed for the main access would be reduced. -16- N rf / 1�7% r / NO SCALE x C CASE 1 � r yA, NO SCALE 0 CC CASE 2 CASE 3 NO ACCESS PROPOSED SOUTH ACCESS TIGARD EAST PARK STREET1 01 pti`' v 6 A. � y co � � S TRAFFIC FLOW Q ` DIAGRAM Q 0 J %iaQ.-d Eor� Pm Pen INeur 1v o PARK STREET co O ao .o 1 TRAFFIC FLOW Qn o DIAGRAM � gar a( Eo s4 S� -base f �-&// n" acce PM Pecti PeaZL4 r oti �cc VSs � -19- l0 PARK STREET _ 34 3 0 A� co 'o � FSS TRAFFIC FLOW I Q� DIAGRAM I _ 71oard Ea�� I �r � SQ CQJc � �Odr7)Q� ['nu� ACCPS)1 y PM Pak / '1414- ( S -zo- PARK STREET 3 � co 16 'o a.• T2s �cc s' VSs .v TRAFFIC FLOW meq` DIAGRAM Q / oar d Cas ESQ Caae 3 ct7o sotiA access PM Pcu k four -21- TOM R.LANCASTER,P.E. - Tr4M@PW&11on Englneerinp SIGNAL WARRANTS The volumes projected for the main access and the south access to Tigard East were analyzed to determine if traffic signal warrants would be met. For the south access only Case 1 , the full intersection configuration, was analyzed . For the main access , a warrant analysis was made for all three alternative configurations of the south access , because the three alternatives result in different volumes for the main access. For the. warrant analysis , the eighth highest traffic volume hour was estimated to be 5.4 percent of the daily traffic volume . The daily volumes were determined assuming that the peak hour would be about 10 percent of the daily volume. If the eighth highest hour exceeds the traffic signal volume warrants, then it is likely that the intersection will meet signal warrants. The signal warrant comparisons are included in the appendix to this report, and the results are summarized on the following page. -22- TOM R.LANCASTER,P.E. Trensporievon Engineering TRAFFIC SIGNAL WARRANTS MET South Main Access Acc ,ss Case 1 No Yes Case 2 -- Yes Case 3 -- Yes Case 1 : Full intersection configuration for south access Case 2 : Right turns in and out only Case 3 : No south access -23- s TOM R.LANCASTER,P.E. Transportation Enpin4ennp INTERSECTION ANALYSIS To determine the effect on the Pacific Highway of traffic generated oy Tigard East , a level of service analysis was made for both the north access (Park Street ) and the main access , with and without Tigard East . Each access was evaluated for each of the three alternative configurations for the south access . In addition, the main access was evaluated with and without projected traffic from the proposed commercial development across the highway from Tigard East . An interbection analysis was not made for the south access because signal warrants would not be met at that location. The aicalyses were based on the planning method for calculating intersection capacities as prescrioed by Transportation Research Circular 212 , published by the Transportation Research Board. The capacity calculations are included in the appendix to this report , and the results are summarized on the following page. -24- TOM R.LANCASTER,P.E. — trensponetion Engineering INTERSECTION LEVEL OF SERVICE Main Access North Access without with additional additional development development No Development -- -- A Case 1 B C B Case 2 B C B Case 3 B C B Notes: 1. Case 1: Full intersection configuration for south access. 2. Case 2 : Right turns in and out only. 3 . Case 3 : No south access. 4 . "Additional development" is proposed commercial development across highway from Tigard East . 5. Southbound right-turn lace into additional development is assumed. -25- TOM R.LANCASTER,P.E. —— Transportation Enpin"rinp To evaluate the required storage length for the northbound right-turn lane at the main access, Case 3 was used, because this is the worst case. There would be 208 right-turning vehicles during the PM peak hour with Case 3 . With a ' 140-second signal cycle , which is the present cycle length during the PM peak hour , and with a green interval of 85 seconds for Pacific Highway, there would be an average right-turn arrival rate of eight vehicles per cycle , or three vehicles during the red interval Using a factor of 2 . 0 for peak arrival rates during the peak hour , and assuming a storage length of 25 feet per vehicle , 150 feet of storage would be required . :.n additional. 50 feet for deceleration sF ,.ce would be desirable, which would result in a total length of 200 feet . ThE taper length at the entrance to the turn lane would be in addition to t'tis . To evaluate the storage length on the main access approach to Pacific Highway , the Case 2 and Case 3 volumes were analyzed as the worst case. With a total through and left volume of 234 vehicles during the peak hour , and with a 100 second red interval in a 140 second cycle length , there would be an average of six to seven -26- TOM R.LANCASTER,P.E. Transportation Engin"tinp vehicles arriving during the red interval . Using a factor of 2 . 0 for peak arrival rates results in a storage requirement of about 325 feet. The storage length on the main access as proposed in the site plan is about 150 feet. It does not appear possible to obtain a storage length of 325 feet without seriously interfering with internal traffic circulation. Thr reason for the high storage length requirement is the unusually long signal cycle during the PM peak hour. t, possible mitigative measure for the insufficient storage length would be to stripe the main access to allow a double left turn for westbound traffic. However, this would require separate signal phases for the east and west approaches , and would result in lowering the intersection level of service from C to D. Another mitigative measure would be to construct the south access as a full intersection (Case 1) . This would somewhat reduce the left turns from the main access . To alleviate potential problems caused by insufficient storage space , STOP signs should be -27- TOM R.LANCASTER,P.E. -- Trwnspontrruon Enpinwfinp installed on the interior road where it intersects the main access driveway . This would help prevent backups onto the highway of entering vehicles due to congestion at the intersection with the interior roadway. It should also be noted that if long lines form in the main access driveway , it may encourage drivers to use the north access (and south access, if left turns are permitted) as an alternative. Because the south access is a minor access and would not be signalized , storage requirements were not. estimated . However , it was noted that angle parking is planned on both sides of the south access . It J.s possible that during peak periods, drivers backing out of parking spaces , particularly on the south sides of the access, could interfere with traffic entering the access from the highway . If this occurs to the extent that backups extend onto the highway, it may be necessary to eliminate the three or four spaces closest to the highway. -28- s TOM R.LANCASTER,P.E. Trransporistion Engineering To summarize the effects on traffic of the three alternatives for the south access, construction of the access would tend to reduce volumes and congestion at the main access point , particularly with regard to employee and deli-ery truck trips . It would also somewhat reduce th ; storage length deficiency at the main access . The extent of the improvement would , however , be less than the equivalent of a level of service . The disadvantage of a south access is that it would introduce additional turning movements onto the highway. -29- �[ LMFEKK TOM R.LANCASTER,P.E. TrsnspoMetion Engineer np I ' TRAFFIC SIGNAL PROGRESSION i There are presently three signal timing programs that are used on the section of the Pacific Hignway that would be affected by Tigard East . In the morning peak .� period a 90-second cycle length is used, and progression favors inbound traffic . In the evening peak period a �y 140-second cycle is used which favors outbound traffic. The off-peak cycle length is 75 seconds , with an average progression for both directions. Each signal operates as semi -actuated with a bac;cground cycle as described above. The offset for each intersection is the beginning of the pedestrian clearance interval . Progression is based on the beginninq of the Pacific Highway yellow interval . To determine the effect of a new traffic signal at the proposed main entrance to Tigard East , traffic signal timing diagrams were developed . As indicated on the following time-space diagrams , signal progression for the inbound and outbound timing programs can easily be obtained . For off -peak average progression , the signal progression through the new signal would not be -30- MIN TOM R,LANCASTER,P.E, Tr�ntpo'lotion Enpinarnnp In, as good. Outbound progr.essien co-,;Id be accommodated, but inbound progression would be restricted. Because the signal system operates on a semi-actuated basis, any green time not used by the side -treet or left-turn phases would revert to Pacific Highway . This would reduce the length of the 49-second red period shown on the timing diagram and would .improve Iinbound progression accordingly. However, when the side I street and left-turn phases were fully utilized, inbound progression would be interrupted. I I I ' -31- TOM R.LANCASTER,P.E. Trsnspmtsbon Engineering Traffic Signal Timing Pacific Highway West Cycle Min. Ped. Street Program Length Offset Green Cl . Park St. Inbound 90" 87" 40" 15" Average 751" 26" 31" 15" Outbound 140" 9" 87" 15" McDonald St. Inbound 90" 48" 29" 18" Average 75" 53" 22" 18" Outbound 140" 46" 86" 18" Main Access (Proposed) J nbound -,Off 4 5 average 75" 26" Outbound 140" 78" Proposed Main Access Signal Timing Left Main Cycle 99W Turn Access Program Length Phase Phase Phase Inbound 90" 45+4 15+4 18+4 Outbound 140" 78+4 20+4 30+4 Average 75" 26+4 15+4 22+4 t 32- LAIL per SSU � aUo� Moor) Ac`q ----a 45" 1 4s--� ISo IfCAFFFIC SIGNA(_ P{�JPCZSSION C. Tn 6 L o..t•-t roq r G rl-� LL \ �l Cyc (e W S� q O o c, ��o �So aoo aSo elc�nds� -33- 45DO 2-7 ISDO aoob Mai,, Access 62" -78 " F-- /SOD w 3 TKA FF/C ISlG NAL Rf�GK �roN W �, Gu��urc� �r�Jra►,� rova 140" C yc�e Mc�,a Id SirtE+ S4• I c �o /DC iSo ,00 a5o TINE- �PGands -34- I u pork �.�.- St►c c t a000 � 1�A,n� A9" , ACc(,%S 1 1 SOC) A � 5 22° TRAFFIC. SIGNAL FKt-6 PESUON �- pia k ter pg ra n� eSoo7E" (yr- le- Soo O So —;ME (SF'cc�dS, -35- - - TOM R.LANCASTER,P.E. Transportation Engineering APPENDIX ,t -36- TOM R.LANCASTER,P.E. Trsnspontllon Enpmssnnp TRIP GENERATION CALCULATIONS floor area = 146, 590 sq. ft. ITE rate for 100,000 to 200,000 sq. ft. : daily = 66. 7 PM peak = .9 daily trips: (66. 7; (146. 6) = 9778 trips per day PM peak hour: (5 .9) (146.6) = 865 trips PM peak entering trips: 2 . 9/6 . 0 = 48% (0. 48) (865) = 415 PM peak exiting trips: (0 . 52) (865) = 450 I I I I TOM R.LANCASTER,P.E. TranaporUUon Engineering TRAFFIC SIGNAL WARRANTS 8th Peak Daily Highest Warrait Hour Volume Hour* (1) (2) Vase 1 Pacific Hwy 2942 29 ,420 1589 600 900 South Access 32 320 17 150 75 Pacific Hwy 2757 27, 570 1489 600 900 Main Access 388 3 , 880 210 200 1.00 Case 2 Pacific Hwy 2757 27 , 570 1489 600 900 Main Acce,3S 399 3 , 99U :15 200 100 Case 3 Pacific Hwy 2.812 28 , 120 1.518 b00 900 Main Access 42C 4 , 200 227 200 100 * Ei_ghtk, highest hour is estimated to be 5 . 4% of daily volume (1) 'din.Lmum vehicular volume warrant (2) Interruption of continuous traffic ::arrant TOM R.LANCASTER,P.E. Transportsuon Engineering STORAGE LENGTH REQUIREMENTS 1. Northbound right-turn lane on Pacific Highway at Main access. Case 3 volume: 208 peak-hour veh:,cles 140" cycle = 26 cycles per hour Estimated minimum Pacific Hwy green titin = 84" 208/26 = 8 right turns per cycle (140-85) /140 = 3 arrivals on red Using factor = 2 . 0 for peak arrival rate within peak hour, (2) (3) = 6 arrivals on red required storage = (6) (25 ' ) = 150 ' 2 . Driveway at main access. I Case 2 and 3 peak hour volumes: 234 vehicles (234 veh/hr) / (26 cycles/hr) = 9 vehicles per cycle (100" red) (9 veh/cycle) / (140"cycle length) = 6. 5 arrivals on red peak arrival rate = (2 .0) (6. 5) = 13 required storage = (13) (25 ' ) = 325 ' i I CAPACITY ANALYSIS ��•dGTI� T9h�ddy 44 MAW /�cPJJ I o�ic �. I� J 1 ,4 (71 (2) PEAK HOUR VOLUMES 131 I;-7 -�4q 1 (4) I LANE CONFIGURATION CRITICAL VOLUMES ✓✓ I v I I ( SUM Or CRITICAL VC` .MES 20 10 40 - - 11200 1140 1. 10U D 1350 1275 122 VOLUME PER LANE E 150u 1425 1375 �-7 CAPACITY ANALYSIS W,'7Lvj a+Ao�o-i AcKsr C.asc a. (z) PEAK FOUR VOLUMES -�-- ( 3) �T (4) 1 1 LANE CONFIGURATION ICRITICAL VOLUMES 1-7 403 --�- ►-� 4 d 4 �(IM of CRITICAL VOLUMES I - ----- - -20 30 40 C 1200 1140 1100 D 1350 1273 1225 VOLUME TEP LANE E 1500 1425 1375 10-7 CAPACITY ANALYSIS Casc 3 Ids I� (2) PEAK HOUR ` OLUMES I l�) Y � (4) I ( LANE CONFIGURATION CR?TICAL VOLUMES X06 113 �- 17 26 1 J �G e4-j SUM OF CRITICAL VOLUMES � - - 20 30 --40 C 1200 1140 1100 D 1350 1275 1225 VOLUME PER LANE E 1500 1425 1375 17CAPACITY ANALYSIS PacA—c R.74,vay at eta;., acce31 C SK 3 = da„A�6 1t Ic 4+ nA 17 , h4 _ < 19 PEAK HOUR VOLUMES - y� I � -�- (3) I-13 1 (4) � I LANE CONFIGURATION I � CRITICAL VOLUMES 117 In SUM OF CRITICAL VOLUMES 20 30 40 ! 1 '. C 1200 1140 1100 D 1350 1275 1225 VOLUME PER LANF E 1500 1425 1375 U l CAPACITY ANALYSIS Act'-n, f�;9�iwa7 a�-M 41►) AcceJs Carie. 3 01440.4+Addeo dt0tLp , 10 a PEAK HOUR VOLUMES Q I F' (4 ) LANE CONFIGURATION CRITICAL VOLUMES 04 gas 1( -7 9 3 ----�- i 7 , -- I IM n �' V 1 FS F C' 2 F TTI AL OL,JM i 20 ?Ci 40 ' 1 C 1200 1140 1100 D 1350 1275 1225 VOLUME PER LANE E 15OU 1415 1375 CAPACITY ANALYSIS 11 t7 s4 /ay ot-f- p4r•k S-�ftT t FYI S T►1 �rqY�L q � (11 G a ' (2) PEAK HOUR VOLUMES 1 --- — -- — — — — ' (4) I LANE CONFIGURATION �4 CRITICAL VOLUMES I J SUM OF CRITICAL VOLUMES 20 30 40 I C 1200 1140 1100 U 1350 1275 1225 VOLUME PER LANE E 1500 1425 3375 yG� a 34 C'A/PACITY ANALYSIS -I q 11 q a4 (2) PEAK HOUR VOLUMES �---^-- J J I ( 3) q Y ( 1 ) LANE. CONFIGURATION CRITICAL VOLUMES y4 q6 14x15 SUM OF CRITICAL VOLUMES 20 30 40 C 1200 1140 1100 f) 1350 1275 1225 VOLUME PER LANE E 1500 1425 1375 CAPACITY ANALYSIS f�ac,�c. t-�.9�,�✓ay a� Dark s-�tt�- Ourt q� q 4 I—I 44 V .� (2) PEAK HOUR VOLUMES I ( 3) 4 I LANE CONFIGURATION J CRITICAL VOLUMES o -14 SUM OF CR 1 I'I r1aL VOLUMES 20 30 40) -� C 1200 1140 1100 D 1350 1275 1225 VOLUME PF.SR LANE E 150U 1425 1375 CAPACITY ANALYSIS a� Park Act+ 44 1 (2) PEAK HOUR VOLUMES O ( 3) � I s• c� `T (4) I LANE CONFIGURATION J 4 tD CRITICAL VOLUMES 4W -Ole v SUM OF CRITICAL VOLUME'S r- ?_0 30 40 C 1200 1140 1100 D 1350 1275 1225 E 1500 1425 1375 VOLUME PER LANE CAPACITY ANALYSIS W j�wo`) cJ (Park Act+ �.sc 3 . 44 U4 1 J PEAK HOUR VOLUMES ----� k"- ( 3) 4� � � I I i 4 1 ILANE CONFIGURATION !� 4 („ J I CRITICAL VOLUMES i yq SUM OF CRITICAL VOLUMES 20 30 40 C 1200 1140 1100 D 1350 1275 1225 VOLUME PER LANE E 1500 1425 1375 BY �A -`22J DATE jt47GA& MACKENZIE ENGINEERING INCORPORATED CHKD.BY_ DATE i�— JOB Jt`�C' � CONSULTING ENGINEERS SHEET NO. ( OF -54C Fvuow I rJC• Get C v�ATi S F C IzetocATjot� dF T H f T �I>LrTAI` *r A (A7- A*' V � OF ���� �)= �o� 2. AC.I2-r T. tX-St(--4J C.5-TM--ti ; 25 Y�- TI MC OF 6Va JC,>c'..tTR ji-T(Vr-A LID HINVi'E'S T�k t.r;17q 13� THC (21T TNA,-L C= CSA As/At LAR L - UES E-tjT = 2,S`/ca AVER A l_L FvlL (mJr(2ETF C r- c,ci3 ) v5c-- 361' Foil- Ci-I P C n= 0.0'Z�, uSf 42" PIPE 3b�1 GP14 rt!,S°o GA A(AT`{ = 10S CF CM�Vmq = 97 C_F<., AVPI N I ob 92 GF�� (AM 1-1 AI G+-S I LA_ 5C 1�R C C"f f -ry _"C FXP< OF -nit PP0 6 .-f-4 �J I A (ZC OF b�A i N A Cp[ —7,C IAC p I L 14f-V INA SE�R�AT� N UW E F A X T g A N 3 M I T T A L M F M O M105C5 - T0: Obert Gray T NO, DEP _ FAX N: 639-6130 PAGES � 41A, Ot.� FROM Greg Berry PHONE 639-4171 r a d CO City of Tigard F<,X M 684-7297 U ( Y Y . G Post•It•band fax Vansmlttal memo 7671 _._ 11-"D G L PPP I 01 oo �1mammon Swmin • dFd ON 177. jai IVA I a • . O-, P O�t in t� M � N t0 N} y� \ u ^I C QN � 47 Rt C O C in C O w � cn '' lL a in t 0) In .r O O O O N O P aO P O h •i 9+000 a n C� bnOH bad S3hJNl NI A.JJSN3.N1 Tr jNIyd CNE CK (y^ ', /T/ T l J/ ! " A'_ ,/ a' t. u G rte_. C L > OVC R6,4,-_l1:) Fi.o_.J . . .-10 , LI lc cc 1 i y I -7: F-, r JPO TZ L vt r l,'t. r T�, 7� ,��• ; I / 11L< <'� r , -1 SNS 4 &1 . ,l � �r ,) �4- /.rl �C ✓t.t er,./LiTiO-J, ? r a. w LS0505 .:w G(Y1It.El REVISIONS O. L By rJLc IC rr.;.. DATE o,1 - FagMACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201 15031 224 9560 BHT -1- -OF- Ti lar ►%L'' C P,::•" �t ��(,..C , •- �. 17E'rL1.1?�a�l ' VL ,.Af— J v TL CG sc ta. Jt � r 771 IV �+ L}611 ore- ve4tL r e?.'i,=".. - v ,' oJ � Is crd r 13 S�/• Co e-F 0 w O 2 a a a ❑ REVISIONS — -- -- ------ DATE_DLL 1' f!�'fr � •� � MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W 3ANCROFT STREET PORTLAND OREGON 97201 (503)22A-9560 BHT, OF_- CITY OF TIGARD, OREGON RESOLUTION NO. 82-ZJI:Z- A RESOLUTION RELATING TO THE, RELINQUISHMENT OF A PORTION OF A FORMER RIGHT-OF-WAY OF PACIFIC HIGHWAY W'3ST TO THE STATE OF OREGON, ACTING BY AND THROUGH ITS DEPART4ENT OF TRANSPORTATION, HIGHWAY DIVISION. WHEREAS, prior to 1977 the State of Oregon, by and through its Department -if Transportation, Highway Division, (hereinafter "State") relocated the Park Street-Watkins Avenue section. of Pacific Highway West, State Primary Highway No. 1W, (hereinafter "Pacific Highway West") in Washington County, O:F..gon; and WHEREAS, that by reason of the relocation of the Park Street- Watkins Avenue section of Pacific Highway West, the following described section of the right-of-way of the former route of the highway was no longer needed by the State, to-wit: All of the land within the right--of-way boundaries of the Pacific Highway West, State Primary Highway No. 1W, as formerly routed lying outside the southeasterly right-of-way boundary of said Pacific Highway West, as now relocated from approximately opposite relocated highway engineers stations 119+00 to 134+50, and lying in Section 2, Township 2S, Range W, Willamette Meridian, Washington County, Oregon. (the "Property") ; and WHEREAS , pursuant to ORS 271 . 330 and an Agreement dated January 6, 1977 by and between the State and the City of Tigard (the "Agreement") , the State by Abandonment and Retention Resolution No. 560 dated January 18 , 1977 , transferred all. of the State ' s right, title and interest in the Property to the City of Tigard, and the City of Tigard agreed to maintain the Property as a part of its city street system; and WHEREAS , pursuant to the Agreement, the State by a Relin- quishment of Title dated April 5, 1977 and recorded April 7, 1977 in Book 1156, Page 438 , Deed Records of Wash�.ngton County, Oregon , relinquished to the City of Tigard all of the State' s right, title and interest in the portion of the Prop?rty to which the State held deeded title (the "Deed Portion of the Property") , but cnly so long as such portions of the Property were used for public road purposes; and WHEREAS , the owners of the real property abutting the Property have requested the City of Tigard to assist in the transfer of the Property to private ownership; and Page 1 of 2 RESOLUTION NO. 82-_I� WHEREAS, the City of Tigard no longer needs the Property for public road purposes and does Zot wish to continue to maintain the Property; NOW, THEREFORE, BE IT RESOLVPD by the City Council of the city of Tigard that the City of Tigard shall, upon tht- satisfaction of the following conditions, transfer and relinquish to the State of Oregon all of the City of Tigard' s right, title and interest in the Property to the State of Oregon: 1 . The st.atc agrees to accept the property as an eliminated section rZ* a highway and to determine, pursuant to ORS 366. 300 (2) , that the Property is no longer needed for right-of-way purposes, and that the portiins of the Property to which the State did not hold deeded title shall vest in the abutting landowners; and 2. The State agrees to dispose of the Deeded Portion of the Property pursuant to ORS 366. 395 in such a manner to preserve enforceable access to the adjoining landowners. BE IT FURTHER RESOLVED, that upon the fulfillment of the above conditions, the City of Tigard shall. adopt a Resolution transferring the Property to the State, and the City of Tigard shall authorize and direct the Mayor and City Recorder to execute on behalf of the City of Tigard a Relinquishment of Title relinquishing the Deeded Portions of the Property to the State. PASSED: This 17 day of /4 , 1982, by the Council of the City of. Tigard. Mayor - City of Tigard ATTEST: City Recorder - Cit of Tigard 1 Page 2 of 2 RESOLUTION NO. �lCultaomeis Ouuat�r, Ore,g�oen. To_ Date Time ( � c WLE YOU WERE OUT of --- Phone �G34r� -- TELEPHONED PLEASE GALL �`� RETURNED LOUR CALL WILL CALL AGAINn� I Lh�1Cl WANTS TO SEE YOU RUSH T `!tU � ----------_ — I&y Prl ,)VA I�� Message.---- - I _ j -- - �---- 08 Q•- y ave d00 CONC.PAD y pp 0cow—PAD At DOOR 4'v. AT DOOR FM 5PRM cosy 2-ay. �.9 00 CfW— PAD F AT DOOR �OA1s7' 2- W. DOOR f K LFA ►4 i DOCK H1{ ay. SCALE v- atv.% CAPIF_ Tv� 0 RIL'fTt PCtE FH V.U,.r Q R-ECT. - EA5EMENT NOTE`S © ® TRANS. IQ 15' WIDE SANITARY SEWER EASEMENT, REG. (' 21-II-81, RECORDER'5 FEE NO. 81-55038, (F- 20' WIDE STORM DRAIN EASEMENT REC. 2-II-81, RECORDER'S FEF NO. 81-55031. 10' WIDE SANITARY SEWER EASEMENT FEC. {� 7-10-65, BOOK 611, F A6E 593. l 10' WIDE SANITARY SEWER EASEMENT REG. 1-104--,6, BOOK 611, PAGE 5%. �5 q IC WIDE SANITARY SEWER EASEMENT REC. 1-10-66, BOOK 611, PAGE 598. ® q 10' WIDE SANITARY SEWER EASEMENT REC. 1-104�6, BOOK roll, PAGE 600. (1 10' WIDE SANITARY SEWER EASEMENT REQ:. 15AMERICA TITLE Y 20-10-66, BOOK 619, PAGE 185. r NO. 26239001-1. (J (P- 15' WIDE STOF?M DRAIN EASEMENT REC.. 14-11-88, RECORDER'S FEE NO. BLS-50110, Q9 EASEMENT FOR TRAFFIC CONTROL FACILITIES REG. Fi-4-88, RECORDER'S FEE NO. 8&-13942. ' t9 BOUNDARY PER LOT LINE ADJl15TMEfJ? '. ;, , t td / lim o the F30UNE'ARY '_INE DATA v'NART FER LOT L_I NE ADJUSTMENT N 000228' 30" W 19.08' 2Q N 89° 41' 49" E 1.00' O N 890 13' 30" W 6.16' ® N 000 25' 25" W 35.41' 55 N 890 52' 03" E "1.41' �© N 800 23' 2d' W 8.01' T� , N 000 43' 29" E 34.11' SURYE V N 090 58' 26" E Tiro' 9O� N 060 14' 45" W 9.93' N 150 09' 40" E 9.39' "VE, �Y QI© N 08P 44' 31" W 16.48' LC"TM OH N O 02' 44" E 42.15' �OR ow C}' n+ (3� N 110 16' 32" E 8.42' WWk;" "M °f l� N 060 40' 39" E 8.91' moo, not or hiGlMW A A Q5 N 020 30' 50" E 11.60' AW (r iii i, ©(� N 06° 51' 30" W 8.f Q' N 140 59' 28 8..3 " W 8' akfrvcrr JM 5 00° 21' 18" W 0.19' c w awe op 1� 5 890 05' 03" E 14.15' DAM ®► N 890 39' 30" E 1133' !` 7, (81, N 000 21 13" W 1.13' 15-71 N 890 32' 42" E 13.41' ueoru� ® N I10 16' 32" E 5.94' N 110 16' 32" E 2.48' ® N 000 02' 44"E 33.40' N 00c' 02' 44" E 935' N CXJ° 30' 31" E 44.11' N 000 :30' 3T' E 31169' N 000 53' 25" E 8.21' ® N 500 28' 48" W 5.98' Ff- PU4 u. "v: /,l//� ts, 4;J �r / `� A A 4 n PC- Lp =T—D rc rc �LfP_ e / OKA7Z— MAIL150)" r. PC- SOCK OCAL Pr_ rc G `_� AdG PADA AT 1pA�e Lm !�' t D C0W-PAZ) GONG. 91pEWAL.K At Doc,R `9p�H w A-f-M qgd bGri. r lV � COW-Pb � noiO M- COPAD AT DOOR GLV. �AT DOOR FRE EP d' / GOPN 2-U,. 00 GONG, PAD F At DooR10A.16 /� 2 W. s � AfRc7N b / / � U► ,r�ae 4 A � I IfiAO' C 1+ t,. iru i I Z f Ll I I IE A 0.+ L N� ELrcT +/ N 12OD ® V IL T P t OF X, R © i . a LANDM p 3 � I s' E3 , MNDARY PER TW,N3AMERIGA TITLE P t C) ;� IN3. GO. TITLE REPORT NO. 2623900N. t .um-T .41\� s, RAW to c t _BOUNDARY PER LOT LINE AD..U5-rt-lENT + F"" � � �• h + ii U ri s7 /� i a] T�=25 04I Ts ; 853:56 7'L,--1684.17 Z.00,0.L QF j7•4I74 N- 28 ' v 817 o .r Za• �� " • 6 \ 4 ` 1 VL' A+so'aEi' -76%09 •_� O o\© 'Sob Ln 7, r0 J //��^��\' \""•� r y �/J �+ pvt ' yl .w1M No »t -'�• � B Y �f g �� �' h -� , !f • X869 I_A. • � / y�;e ate• � ..''�.'�.� . .: d � .IP '• , �-s.. .. i',.,•1 L'. M ."�",.- ` rte. - ��r -�+ lb IWO 4F ol A:, 10, C•1�•R`-i ����+;��•+N•• F-N (- - ,,�w... '';1 .,I+�..�i{'t ? .. t!} ,in�;�- w M :. CL- 14 ro o17 \ PAO M ' 1 Aft n , rQ i� �0 5 t06, )jr9 PP F10rlc ,� Alt :, /8 00C4 d /100 Rl'�• ,ale, • [o°K /000c, F — P \ r �t A / J jp1� • M� A .... .. �, .-r•..--w.- r`, w j: .•, '�! 4:. low 15 "� our �'4. : •� a• 1j ''i= j ''` ••L•:. !1: 1 !L/� 'i - .i. �� �- tom,% � • �,`-N1 ri'� ;� Rif., �,.'��' ' • �y i.• . r ,� OF hol (D 5 I