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97TH & SW MCDONALD STREET kkLEGEND f' ►��,; � i a,.►r E u I Ii:1 53. 75 - S •0 8N .I; ,�� 1' � •its � `(_t, r PULE � SEWER MANHUI 82 4 U li y 3 IR. (SEI CA 11,H BASIN Gl GAS 11NE -- -- t -+rc ;r HAIIwJLL ;11AL1 'I.) •• 1'k�, I •�''S• {•I 7 121-201 --"_•--� YC JISID ,/A• r OR f�1 P( :12E WAi�It MElEk Wl WATER IINE ,.� F . « r:• 0u rT .AIKAc U,EA -. .A+[ FRANCA•TT R[AY yr I , I FREE AS II i Ll IELEPHONE PEDASTEI �.,I P AIN '[WEA 1111E /(� j• (\ h' PGE POWER L INE '�J As SNor.N_ 4, P .C'11e ( ate �,•n ,. ` it o iHAIrHC SIGN p BM N317: 3 ai `'1 ' 1 1p ,� �"+ �I ' ' FE[ TE[tPHUNE l INE_ � S +i r. •, r. i Z,, I I " 'I Li MAIL BOX * i I 1"ar OSHD BRASS DISK SET IN THE NORTHEAST CORNER - ., �• h,il',�, ( ` ( RLlY 14N lye f' ' I J 0 STORM URAIN MANHUI k I ,� J I \ OF THE CONCRETE PORCH TO THE TIGARD PUBLIC. - I \�/ SCHOOL ADMINISTRATION BUILDING EAST ENTRANCE ' t I "HE BUILDING IS AT THE NORTHWEST CORNER OF -, ;•} Tf a �,i ,i I . c�i•R !>" �•„ ,�� THE INTERSECTION OF PACIFIC HIGHWAY (99W) 11AR1 :Ew[ll LINE - I 1^ IVAWVI,& ��. „ . (Lief IkeEL \ AND SW GARRT STREET!. �...I' ,�,,.,� M, ' ':�' � ,i •`yCa�� p0 'JU FEET WEST OF WEST CURB OF PACIFIC SITE �1 1 HIGHWAY 199W1 I� T, . •V� NORTH FLEVAT ION 210088 FEET LINE 307 970 ' y � .ffE ]¢ E., SCALE 1 INCH 20 FEET �1 � OVCR HATCHD °""°` °` '�r� f1-; i Ey� 1. .•.r.p , ' � y I 1 F � - D FNA1E / In.•• W R I 71•l `11 , 13N SIAMw• Mae 1 0 --- ---- -- - + 1 :YT MACE INVINs VMARL[ .^ �.. I '> i3 . I � -gyp Lj mwr...ECCENTRIC(o'NAMIQL Tor l•F ��- •.. r i 7 ( . ,� .� .l" :TAMIDIM 4: 11ANNOLL --- w RLQ11 ND 1 Ike i,La` '. Ijr1 µ" 1 . \ -_"� R J r •-- ,i ParFo imu ftAsnc DET ti( FOR mpg VICINITY MAP an LmCOf.�fCTEo I' - 3 MILESs\ i " � )- !'; •:� �/• -0 i FOR r,R X g o ) IN .T• oR LARGLR �.,-: 11�T1f� CA,IITN ✓ N L(J LUT 12 O "rMD10[ DR01 r o ^�• uwcm E D v NAEINY 2'O� :?•o o a P o OIDIJT. V C-4 u I[RTICAL DIDTARCI•"� .._._- •'17d _ -' - U"ER IM' IRT[0 ('ONSTRU('TION NOTES: 3 •/. / / \\ O > f > INVERT m INVERT YIN DADS NATEIEL►L(] �-OI _ 36" / v 1. LL.1. WORK .AND MAFI IAI. SHALL CONFORM T(` THESE PIANS. THE: R£UUIKEMENTS OF L J T 9 O - WALN� / �'' T-- 26 a O a THE CITY OF TIGARD. OREt;ON. oi) THF' l'NIFIED SE'WFRA(;E: ACENILI' / / �` / c O Z STANDARD MANHOLE Lf) E4 4 .� � ,. SwrrRMAMwq _. CONTRAtR LI TOTO VERIFY ALI. ' C'T L L'ICI'T PRIOR TO CONSTRUCTION AND SHAIA. :- ` ~ ~ -1 ARRANGE FV)R TIIE RF.I.00ATiON OF ANI('ONFIA(..-T WITH TilP.PROW)SEI)"ONSTRI3(T10N. � j + � EXC.IVATORS MUST COMPLY WITH ORS '57.341 TO ORS '1'.371. / / / O - � O (!) 14" 1. l'ONTRA(TOR 1'O OBTAIN 411. REQUIRED PERMITSRMM ,CITI' OF 1'I(:AKI) STK::FT OPENING 11,Rai FRUIT PE:RMiT' AND I ICENSFS BEFORE %TARTIN(; CONSTRUCTiON. /1 �- .85, 25 22" /''� 20 f 10w BIRC�, 4. EXISTING I,"fll.11l' I.U('ATiONti SHOWN ARE %I'I'kOXiMATF.ON1.1' AND MUS, BF:4'E1(IFiF.I) / 48 PVC DE ID, �_- f A PLE 20•'� BY THE: Co%TRm_-TOR. (UDITIONAL UNDERGROUND 1TiLIi'IE_S MAN' EXIST. 2 �! - ~ � 134.97 _ _ � _- �-�-- � NIRCN L10 ra CONTRAC-TOR SHALL NOTIF1' TIIE CITY INS 1)F TI(;AK')1 24 IIOIIRS IIEFOkE r - _--' _ /" �- MOOR ` �� EDGF OF EXISTING PAVEMENT _ _ - - / �_ _STARTING CONSTRU(='ION OR RESUMING WORK [FiFR SHLIJ)WNS. FXCFJPT FOR -------- \� voRMAI. RFtiUMIT1oN OF WORK Fu11 OWiNG SATURDAYS. SUNUAI'S f)R HOUDAYti. WAL L= ( h -� - - - �-- - G1 `- GL ---- L /SE:WE MH S O O CONTRAIL-TOR SHALL.ASSiST T11F ENGINEER IN PREDAWN(;AS-CONSTRLCTE:D DRAWINGS - 'G� -- J GIL TEE , RIM=?_51.10 FOR TiiF.CITY UFT1G/.RD. A TRAFFIC CONTROL PI.AI1 SHALL BE SUBMITTED TO THE CiTY __ `� -� -L{ GL - - - - G �.� - 185 LF 8" PVC IS ANI IE--6.38 FOR REViFW.AND APF"AOVAL PRIOR TO ANY WORK CL�MMENCF:MNNT. ' ^- ___ GIL I -- !3" V C I T SHELF=-5.70 N� \\- R (� I11174" USE uatRDAN rrrE a SANITARY SEWER PIPE SHALL BE PVC PIPE 4ND SHAI1. CONFORM TO ASTM D•3034. PVC ,W. McDONALD S•r•`EET I---�- EC NAGNa111 FRAME to AIRE I" ''°1�'"r^C � r .._.- --- .Rus J _ _ �� -.--. _ TR•.F S[AMM4 ALL AM UNO 5HAL.I. BE ALLOWED IN PLACES WiiF:RE Tlil'RF IS A hIINiMUM OF 36. OF COVER I 1,1 1 -- - - 1 N -^- -� STORM MH 1� I _ 8 00 _ _ N 89'4 / RIM=250.55 I PIPE Hi:DDING AND BACKFILL SHALI CONFORM TO THE CiTY OF '1GARD STANDARD - -- '"_ ` WL - IE W= -5.46 - - - EXIST. STOR DRAIN _ - - - TEE ---�- IE' N=-4.80 W w DRAWING HEREON. -_ .-_-- -_ _� I STORM MH - E; S---5.80 IL iANITARY SEWER SERVICE LATERALS SHALL BE 4' PVC CONFORMING TO ASTM U-34134 RIM=265.39 / IE:--4.93 1��__...�,-.r.. . . . . "' . .. . 9. ALP: TF 4T REPORTS. 4iDE0 TAPES OF SANITARY SEWER LINES AND A VIDFa� TAPE LO(. ,., . . . . . . . . . . . . . . . : �� . ".. .�I(+.'.'.'.'. . C SILM-1. BE SUBMiTTT:D .AND .APPROVED Bl' THE CITY ENGINEER PRIOR TO THE / I I• ;� . . . . . - r. '.'.'.'.'. .'.'.ter ., .. . . . . . CONNFA TiON OF ANY BU1I.DiNG STRUCTURE•; TO TELE SANITARY ShWFR SYSTEM �!3, - . . . . . .. . . . . WA {METE ---- --j - - - - _ 1 �' 10 CONTRA(-TOR 1'O DETERMINE: TYPE OF FQUIPMEINT AND METHOD TO BE USED TO ` _ � � � �' 'J ` � �• � ACHiF•VE REQUIRED COMPACTION. U.1, COMPAC'171ON WITHIN THE ROADWAYSII BE �- ` �_ _ - -� ✓� -^" �� -/ 1 999E OF ,A.ASirrO T•99. All. COMPACTION OM. OF THE. ROADWAY SIIALI BE 90% OF EXISTING CURES LINE. �1rOh -- METER �j�J I " 6^ AASIfM T•99. V � / / I 4-_6 8" 6 MAPLE f > � - /� T / HFMlO(:F. DOGWOOD , Q ! l f IY 11. EROSION CONTROLiDEVICES MUST BE PROVIDED FOR:AND !MUST HE IN II PRIOR TO FRUIT / � /' � 1 I I 4Nl'WORK COMMENCEMENT. / � / p� � i� I X •2. TRF:.NCII MUST BE PATCHED WITH 1101 MIX OR TEMP. COLD MIXI A,C. AT END OF EACH DAY'S WORK 13 dLa� AS_�u(srT' MYLAtt sNa1..L_ TfE T�ovl�c*� � rt� r-(t'1! _ �� bE�1ELG►ERS �c1.f4(U >7t(uiZ iTc> c>►lalrc_Ttenl OF / 3 $TttV L+Ft1E b 'm -►NE . cn SUBURBAN AND STANDARD MANHOLE FRAME & COVER ufe I a.wGD�Arr. • I - SCALE: I" = 2 HORz. APPR , VED FOR CONSTRUCTION __ I/f��s PRECAST OR ECR£G _ EXISTING GRo ND I" - 5 VERT. i. _ F" sTE wll sE RERncal� ABOVE PIPE - S. MiN. j' -sC IN _ t.IF'-, _ "� CITIt• OF TIGARD /�'.f. � SPACED I� CENTER TT) ENTER. STREET AREA!; I U )F 5TREETARFAS 260 , r 5A1..I cur -- ---_ _ - - -- --- -- - ---- -- - - - - - - - - - �. l - ` I . L ExIS71NG _ �' A_ --- CLASS "B" BACKFILL ��•��� �a A NOTE: MANHOLE D 7EPS MUST BE 71GHT AND -1RMLY SECTION RESURFACING / / I TEST FOR WITHSTANDING PULLING LIT ` r c FrmwDOETHEY MUST ALSO MEET THE ASTM I O 34_ c. a G � / \ I•cr E BY QATE MANHOLE STEP • / CLASS Au2 CJ rJ I } • / eArILL . � ?•L� V '. Yvan- � - 8" PVC STUBOUI FILE COPY., / = 4.00% I DETAIL CLASS • • ' / ? PLUG FOR 3/4'-O GRANULAR , \ BACXflLL . D• . - /" FUTURE USE I I � � • D CUTAWAY VIEW 4' FOR MR P(.Amc ,ArtrY ;TEr� \ � � 250 185 LF - I �- FDR GALW1M.lZED TET' / - B" PVr !.PF•RO' CONSTRUCTION ISSUED CI` _ _DATE CONNECT TO �„ S _= 2.8 2 x EXIST. STUB I - .. _ . .- _.-r �.. .r I 1 IE = 244.90• I I ENCR OSI _I ` nATr_ -yl i T- N • • C o -.__ I •' ------------------------- 245 r A J • i j -- - I OPERA' [' r•nTF '" - - -- -- --- --- - - - - - - --- - - -- -- -------- ------ r. - s oma" • D: a 2 4 5 - _.- g I BLDG.o, o . , a) O p U m - - -. OEM.TIN 2 d• • • e W •, . I In Ir) p Op m •.e . OD N In In Z N.W.NAT ' � 1%; - PLAN 11 N � O 2 _j ^(n P.G E C(, 11 W F- 240 � F- - ww ( f = max c c n _0 Ir - - to O W MATERIALS: _--- - --.. _ - ----- - -- -- ---- __ -- - - - - ----- - -- ! I I T r.•. I "LVANIZED: ,, .,,.. 1�� _ 4L lLACXfl LI. IM SIRE[T AREAS I.If 9/9 12 AGAINST CURD, rrLL ROC-1 TO --- -- -_--- - - - N eat:Xorf/w RB (J/4.OIA) GALVANIZED DEFORMED RE1Mi'URCIN6 NAI(. O 1 1,- - ~ I I;IE 01ST Ely LATE _ REINFORCING BAR CONFORMpNG WfrH ASTM A-615 GRAOE 40 2.IF 7/t I:}NOT AGAINST CURB, VI!L ROCK I + - 1(') RT 1T _- _- t'DACK FROM cu11e IC cli 0 0 4. N O X N RT RT -,- L~v _ DATE � - GALVANIZED CONrORMII�q WTTN ASTM A-I23. -- N N N N N I N Q W U IF.SE11 AGFCy [t': nA"E �" PIPE BEDDING AND SrEE ING Asst[ +� n cinroFn�Art) BACKFILL DETAILS ♦ O W W W -- STEEL REINFORCING 9M 1/2 GRADE 60 0R 9/16 - - _- - - - - _1_- --- -- -- -`r _ -- - : )^ _ - DRfJN --- - ? s rc3+00 GA oz(3 2+U� 0+0� K:ulN[ � s �1T t,lA, �I �9 �jV1L� Ae �y,v �e r � I Appr�.✓�(i '~` t,,,,,.I� I/ �, r1 MANHOLE STEP UfL; PREI'ARFD FfHt: 7 !99! SGww�DD AD>.Ilsir DESIGNED: 9 NO.. NO. REVI510NS I OAT(: PROJECT DRWC. TITLE: ... EDITH JOHNSON ____ __, HA; 1184 McDONAL STREET SANITARY SEWER 1. DRAWN: "'••••"""" 9800 S .W . O 'MARA ST . - DRAWING ND. ,, , . � -, ' - - - -- - } `' DESIGN HAI SANITARY C►IFdcFD TIGARD , OREGON 97223 i I JHS (503) 648.4061 PLANNING PHONE : (503 ) 639 - 3386 I - - DATE: 209N.L OREGON S1. T97124 CIVIL _ INE--RING __-- -. -------_--- ._ _ - - _ -----,.-.-..-__ APPROVALS- --- -- --- 1_-_ 3-� -91 SURVEYING OF I ST . OPN , PERMIT Fc�u. 24 - • , w .,.... ,�A '� _.r.,r�.wealAYgCi1"'gn..nTT- - yy,l. ^t,..,m:..n...n.ih........rw.o,wh.a�ittnolAs •�"M«. _ ._ •--- _. .. -'_'_ ___ _._ _._ ... � .. n.,.... .I`,�,� .. � � • � NfAr��':.� . ' 1 I, i I,...w.: - Irw•. ,•• _ , "f,•,{,w,......,�..."-. w. .. •� u�"� 'tl• " ..,,,, •" 1 ( O I I �Ib 111 �II 111 1�11III�tL11tI1�1�t�ICt�illl'h(Ili�illll�lllll`il III�iJIIIIt�1111111�tltllli�ill,Ili�II111111i11 IIII{III{I11111 ililflillll'itI ilillllliFlllrl I NOTE: IF THIS MICROFILMED ( �•� ?-+. 3 14 5 6 7 8 0 I�D III 12 DRAWING IS LESS CLEAR THAN THIS NOTICEr"IT IS DW TO Df -QUALITY OF THE ORIGINAL - DRAWING. of ez 9z a 9? Cz fz eZ iz Iz oz er of LI 91 91 trl EI ZI It of 6 • 1 9 s ti E z I+� fhllunluHlmllunlu{{hFIIIn111n1�UaIrHfI1►NSnnllialF:w�F>I�t�wFi �If�n�r�llftlNrf�ff!IlMahn�IN111#cl�inlui,�hlli`M1t,IInlNulu1�111�11{IIErIiIll�lu�NlWl�ttlilnlunllullllttlullbWllU�lllllllLLUl�lWllilu�lullIN MARCH 30 19 92 - - : ,. ,,• •,,: --,. . •. ,_: . . ,.: .. )rr+ l�9mrwamrarwnm•,.*!,�••�,,e�al�r�awm�+r+ a�anrR�le�atx�lvrnr+��r�t+l�uv, ++rte► .. - -. ., LEGEND ---- r. cn, ulllllY POU ® SEWN MANHUIt 53. 75 ______S 82.041 ,. # •� " i C] CAiGH BASIN `'l GAS WNL -_` - I •'`, �,_ .N W-01 i�` I 1 2 o .!W L ' !' /f , 't' a, I q•1 __. WAiER METER WATER I.INE �` ��+",f' •. .,w.,,.•.I ISN WI OCA rE I4AMQ" CoWW TFl! 1'HUNE PEUASTEI � I'Rtk A`a NOILD • FRAM! 11STREAN OF HUWER (INt IH z FIC SIGN +ANI sNOIpI LINE FLOW g _ p x .r � ,;" Ma.X11 •.' r•l ��, F 4*P F < : v MAI dUX iEI i1:LIPHUNt I INt '��' 6 M 3 17: A'"r !�• ;'N � w • G a SIUNM ONAIN MANHUIt OSHD BRASS DISI''; SET IN THE NORTHEAST CORNER e 4 f I 1`1 m1% OF THE CONCRETE PORCH TO THE TIGARD PUBLIC. - ._ --- - ,� , ! M c, c I S �- ,.i � �� •, � � SCHOOL AUMINIS I RATION B JILDING EAST ENTRANCE IiHE BUILDING IS AT THE NORTHWEST CORNER OF ----- ' 94 law"I '' t IHE INTERSECI ION OF PACIFIC HIGHWAY (99W) •'; '"f`, 7RT'T.I-I.t`_ ( � �` ' o �� RcT T MAIN ;EMEILOVE 1a ySTREET). -4L SW GAh SITE � y 30 FEET WENT OF WEST CURB OF PACIFICMAU .N HIGHWAY (99W) aI •p� �� NORTH ELEVATION 21G OBB FEET LINE 307 1970 t CAST /ION �OVEII _ W.iCN fINgNED GRAM '1 '.TREAT pK SCALE 1 INCH 20 FEET • fR 177 S l u."d R.. I SET PRANK 10 / ' O i ,O.y�M,mo - 1011" Xmas VuaARlt '�• . +� l I '� .., tl ,f' I In T GOMT __�VCCEWTRIC OWMIOIL r0/ ►• l� t,Al'iiww( ., 1 11 M' la ! • I %/ 1 V \ L. / r- Rv" ►REFORNIM PLAmt GASIMT ASM• - 7 •••��lllll 48 4- .- a LOT 10 ; . " / / VI�.: INITY MAP - .1 X o r= ripe / / • 60. ,�•-- L ,A16�D IYX7L I' = 3 MILES ` / C :,• oR LAn"A ,.: \ \ SET i III Fres" •INf70[ 0R0/' COMt'T CIL A O 1WIRMIUY 2'O• L ',j •o Qoo 91OV'r, CONSTRUL-TION NOTES: 3: / ✓ \ \ / u (V VERTtr•• DIlTAyK=.• .". 4T 0•„ _ Mt LATER INIONTEO i /ZQ. - ; IwYENr M INVERT HIK ---~ MMATERIAL TERIAL 1. A11. WORK .AND MATERIAL SHALL CONFORM TO TIiFSF. PLANS. THE RFQUIRF.MENT% 1)F L O T 9 O �� WALN� i / 11,01, a. 00 CL THF.cm, OF TiG.ARD. I)RFGON. %ND THF UNIFIED SFWF:ERA(. A(:FNCY. O / = N r -T�� -q STANDARD MANHOLE V CONTRACTOR TO VERIFY ALL :71IJTY LOCATiONS PRIOR To col,4STRUCTiON AND SHAH. r / / •, ARRANGE FY)R TiIE REL(X'ATI 'NOF ANY CON Fi.JCTiT WI THE 1 ROPOSFD CONSTRUCTION. 0 / / \ � ODI - EXC.AA ATORS MUST COMPIA %%TTFI ORS '57341 TO ORS •57sT1. O �' �/ / / / O ). CONTRACTOR TO OBTAIN All. REQUIRED PF:RMiTS ('TiY OF TI(:APtD STREET OPENiN(: i / /1-85 / � � � 1C" BIRCH FRUIT ��� PEPtM1T )ND LICENSES RF}7)R}: STARTING ('ONSTRUCTTON• i / .r '�� ' �` _ +. EXISTING uT11.IT1" f.ucATiONS SHOWN ARE "MATF.ONLY.AND MUST RF VF.RIFiFD / / 4 PVC DECID. -- A PLE -120.10 BY THE CONTRACTOR. %DDiTiONAI- UNDERGROUND 1.''ILITTF_S MAY EXIST. / 28 LF`\ � 4►it.� v1Ew ,� #G;cf-sl �i .97 ° 134 `�. s. CONTRACTOR 511A1.1. NOTIFY TIPS1171 INS_PFC1Y)R t)F TIc:ARDI 24 IiOIiRS BEFOREi--- EDGE OF EXISTING PAVEMENT _ -_ �� �� `� ' WICR UO PIM STARTING CONSTRUCTION OR RESUMING WORK AFTER Sl{UTI)l)WNS. EXCF11T FOR -- WALL -' _ -- __ NORMAL RESUMPTION OF WORK FOL.LOWiNG SATURDAYS, SUNDAYS OR H011DAYS• GL -' GL EWE MH CONTRALTOR SHAI1,.ASSIST THE ENGINEER IN PRF:PARINC AS-CONSTRUCTED DRAWINGS --AGE^ ------ _ GL RIM-251.10 FOR TIPS CITY OF'TIGARD. A TRAF'FlC CONTROL PIAN SHALL BE SUBMITTFl) TO THE CRY _�- - G - ~- TEE _ _ GIL �l 185 LF B" PVC (SAN► IE--6.38 FOR REVIEW AND APPROVAL PRIOR TO ANY WORK COMMENCEMENT. - i GL (�_----- \ `- 8" JC ST \ SHELF=-5.7GNaTE S W. McDONALD STREET _r I 6-_---�- _ � "- COVER FRAME -A SIE IIN wjwwAn wol SANITARY SFWFR PIPE SIPA11. B}: PVC PIPE ANU SFiAl1,CONFORM TO ASTM D-3034. PVC , � IACNRtn ro A "'"L' 'N """"I'�K SHAH. HE.ALLOWED IN Pi AC IES WHERE THERE IS A MINIMUM OF 36' OF COVER. I � IL �_ � -_ \ . / I _ _ L W ._ __.__ " T'it fWIM. All MO NIO _ -'WC T STORM MH M N 89'48'00" PIPE, BEDUIN(. AND BAChFil.l. rl1Al.1. CONFORM TO T1iF CiTY OF TiGA/zD STANDARD - -- _-_ �' _ - - - TE / RIM=250.55 rRA%IN(; HEREON. ✓ _-- WL - - IE WQ-5.46 - - - Nim-4.80 -- --- -- WL EXIST. STOR DRAIN _�- X I IEI Na 4 80 Mu Mu TEE WL M. SANITARY SE ER SF:VICE LITERALS SI(A11. HE A• PVC CONFr)RMINC TO ASTM D-3034. STORM MH _ WL 1 TEE 'C 1IF! S=-5,80 ! 1 • si,• � RIM=26 .39 WL - IE'=-4.93TEE - •-- 9. AIR TEST RFJ'()RTS, NIDFO TAPES OF SANITARY SEwF.R 11NFS. AND A VIDEO TAPE 1011; -T t SHAH. BE SUBMITTED .AND APPROVED 81' THE CITY ENGiNFFR PRIOR TO THE . . . . . . . �' 22 ('ONNE(TiON OF ANY BU11 DIN(: STKU(TURFS TO THE SANITARY SEWER SYSTEM _�- �-" �"� - _ / '� �_ I TUa a^ j . . . . . . f NAIEPu-METEDIn_ IG. CONTRACTOR TO DETERMINE TYPE OF FQUIPMENT AND ME-1-1110D TO BE USED TO ACIIIFVF RF)UIRF.D COMPACTION. AL1.COMPACTION WITHIN THE ROADWAY SHALL BE r 05'6 OF CASIiTO T 99. AL'.. C:OMPA(T1ON OUTSIDE OF THE ROADWAY '+FLA11. BE wa(M OF EXISTING CURB LINE -- - Cab METER � � � / �J5 � � I - W 1 '• Y 4A�11TO T-". 6" MAI'f E 50 11. F:ROSION CONTROLDEA"1C}J MUST BE PROVIDED F'OR AND MUST BE IN PIACE PRIOR Tr FRUIT.' HEMLOCK DOGWOOD 2 �3. ANY WORK COMMENCEMENT. I, 12. TRENCH MUST BE PATCHED aITH HOT )NIX OR TEMP. COLD !NIX) :LC. AT END OF FiACIi I I v DAY'S WORK. ;��. o►3E. A.Y-�vIL_T KYLQL 61AA-LIC. gE Pitovy'0+p-N rc> r 42Y b"- EN4&l3ol x f-IttolE tb LQAlUectto� uC / • SUBURBAN AND STANDARD MANHOLE 1 -' FRAME & COVER UfL;4 SCALE: I,' = 2 HORZ. -` �r_!••�••••.n _ E7 XISTING GR ND I" = 5 VERT. I��'• ' `- `� : ��'S C('.>t MIN 3" AG IN OF r•; - 1_ ABOVE PIPE I / I HOLES PRECAST OR BORED STREET eREAs I �fT OF STREET AREAS 26� I ).�.I.". FOit srEPj 9wCL BE vERTICaL�` p gPACEU 12 CENTER TO CENTER. c. ..PROVE FOR CONSTRUCTION `f CETAILA 9Aw GCT ------ - - -- _ _ - - _ scc or• �`;- CLASS 8' BACKFILL �,, / EMBEDMID THEY MUST Q-50 NST THE ASTM RESURFACING � / / � I I NOTE: MIWHOIE STEL MUST 9E TIGHT AND FIRMLY Z' / Y OF TIGAC TES. FOR WITHSTANDING PULLING OUT ley . •. �// CLASS A . J � •���.G M `�~ I • `� } `^ STEP 1 • • / AAGMFILL 255 IT % . h- B" PVC UBO Y, APPROVE)D P F(CONSTRUCTION DETAIL CLASS / • 1 s/.'-o w.+NULAn PLUG FOR R A BACKFILL o FUTURE USE - IssuEn Tyr ITS. :���Darr: 4r c - - -" - CUTAWAY VIEW z-ye FSR PLASM SAFM STEP .�0 18 •.'4-` , A• FOR GALVANIZED ;TEP r T • ►_. -- `J L F 8., �`- ENOS.OFFI^E RY _. \ • • ---�.- - -- CONNECT TO -I -- - -1 OPERAT.OFFI.F T� -- - _-..._. _ '` 2 • a� --__ S = 82�L EXIST. STUB I BLDG.OFFICE -- ' • IE 244.90+ u I c o•, .o " - _ _ -- I GEN TEL CO r Sol— 2 4 5 Z o N.W.NAT Q.: CO '. ...✓ +�•.�! I I 0•-(L.S� ---j-- -r. D _ 00 dE CO Pt �`d'V co No W m •• °. •.e•a 'o . ° \ 00 N 0 0 w i �' OW I PLAN o N �_ Z F h- jP4AR C.+.:T i±V - I, t rrFT/A7! 11 n t = I j E:IiE DIST fw - OATP • 240 I- W W OJ = 0 x - DATE BACJrFILL IN STREET AREA? - - --.---_--..-__. N a - CV (/) 0 W - - - G LrANIZ D: I.IF 1/0 If AMuINlT CURB, FILL AOC 'O `�/ MATERIALS' _ __.��_ Z `N m I UNIF.Si:Mf AGEF+GY Br � DATE "1 -11/1 A ' E DEF Z.IF 7/R n OCT AGAINST tuns, FILL Raclt IO C) r (�' "'• qg(3/4'DIA) GALVANIZED ING W rH RELEFORCING W. z'RACX FTION tune (� O 4o � / GALVANIZED BAR CpiF01eMING ASTI ASTM A.-FIS (;RADE 40. m GALVANIZED CONPa>t(MRr9 WIT 11 AS TL A-123. d N O X (\I N N N DI'f I N i.l !/ M i y'R•E •py PLASf1C: N PIPE BEDDING AND `' N N NI a LL' 11 11 11 I,�yl 6 L: � �a,c�• SMUSTTEEL CONFORM wiTti+ AST1Y F-4713 CITYOFTI�i4RD BACKFILL DETAILS I I 1' 0 W W_ W STEEL REINFOIQNG MR 1/2 GRAS eo OR 9/16 - - (! 1-(Y - - OREGON :rawN Cyr Af-" OVEU 9Y 01RAWN H111 3+00 0+00 GA Re 2400 1+00 ppirwr�t) -,rALL OATP lyTAWIN43 •b -- ,T x/30/ S-2 91 MANHOLE STEP UfL;4 PREPARED FOR 2 7 19 awwRMA.�7 NO. iILMlNON! DATE I'ROECI DRWG TITLE: DECCNFD: rUl DITH JOHNSONHAI {,� �.''� '� u� _- - -- - McDONALD STREET SANITARY SEWER THAI DRAWtNGNO y 9800 S .W . 0 MARA ST . DESIGN CHEM C . T I GARD , OREGON 97223 __._. -__�____ SANITARY .JHS (503) 648-4061 PLANNING 209 N.E. LINCOLN ST. CIVIL. ENGINEERING PHONE : (5 0 31 639- 3386 DATE; HILLSBORO. OREGON 9-7124 SU R VE Yi N G .__-- -- nhrRovAl s: 3-4-91 � I ST. OPN • PERMIT NO. 411-91 2 OF 2 1 1 / 1 �- t •��;; ,• �i ��1(1I (11 I (11 I1 1 I t .I`�i�l l�11�11111 ►`,11oil Jill III i rl�t 1111 i 111�11 I�1111111111 i 111 l 1111111 I f�11111 11)i 11111111�111111111111111 I l 111 1 1 1(1 1 1 1 1 1 1 l I I I P(l 1 1(l 1 1 1 1(l l l l l i l(P�l l l l l . ._;. .. <..._,.0.::,, ;'+--�,•�,�_ 1 J� I 1 NOTE. IF THIS MICROFILMED �•,•M•MM--`-` I ••,••,�"�,• 2 3 4 5 6 7 ® A 10 I I 12 DRAWING IS LESS CLEAR MAN � +. THIS NOLICS OFTTIS If OR GTWAL - ------ --/ ---- f� •• DRAWING. " QE ez BZ Lz ge 512 1z cz Zz 1�- 81 BI 1.1 91 sl *I EI ZI I1 OI -e 9 IC R S III, E z IR"'IR �r•" - '^ " 11111tnlhlllllu1111u1HH11lullll>I�In111Mt11iHInIlIuN1 It11t�t1�IttHdIn11Nf1�1111�rllliPrfl�tIPIII?IIIHnIull�nt;�uu�Intltnt�In� UIHuIlU1111ulUultutlA&I 1w All MARCH 30 19 92 ._,.,.._...,.r�..�.:...�..�r........W.....�..,r.n+w..�....e�.,:...M.Mnr.w+�....�.w...r�w.w.:n....w.,.w... FILE NO. y "� MCWNALD ST. W. OF 97TH STR UPN PERMIT 'Witl�w�J f Q Q n r � CSS ►yam ��.�C�, �� v,d 209 N,E. LINCOLN STREET HILLSBORO, OREGON 97124 PHONE: (503) 648-4061 or FAX: (503) 681-7646 June 12, 1991 Ms.N d' Johnson ('�CeL 980C Omara Street Tigard, 97223 r` Dear Ms. Johnson: On June 11, 1991, I had a telephone conversation with Carl Viewing, Inspector for the City of Tigard regarding McDonald Street sanitary sewer. He said that they have accepted the work performed by I,RB Contracting on that job. It will take approximately two (2) weeks for processing, including a letter of final acceptance of the work which will be gent to me. In that regard, I will be asking the owner or the financial institution to release the amount of _ 8 to LRB Contracting for the completion of that job. Enclosed is ,1 copy of the bill from LRB Contracting. If you have any questions or need further information, feel free to give me a call . Sincerely, ems' /Hassan A. Ibrahim, EIT HAI/md Enclosure cc: Carl Viewing - City of Tigard t 3 ;.( CPO-' V 'PIJ, c CL CITY OF TIGA►RD OREGON June 12 , 1991 7 Edith Johnson 9800 SW O'Mara St . Tigard, OR 97223 RE: Street Opening Permit #411-91 Assurance Dear Mrs . Johnson: In the matter of the Nine thousand three hundred eighty-nine dollars ($9, 389 . 00) "Agreement with Depositor. and Trustee on savings account # 036 6035 095 between Edith Jaznson and U.S . Bank and the Cit; of. Tigard, Oregon; this is to serve as written ac:knowledgemei,t that the City has no further interest in said assurance. All required work is satisfactorily complete. The funds may be released to Edith Johnson. If you have any questions regarding this matter, please contact John Hagman at 639-4171 . Sincerely, Randall R. Wooley City Engineer dj/JH:johneon 13125 SW Hall Blvd.,RO,Box 23397,'flgard,Oregon 97223 (503)639-4171 -- --— -- o"4 RECEIVED PLANNING MAY 2 s 1991 PLANNING 209 N.E. LINCOLN STREET HILLSBORO, OREGON 97124 PHONE: (503) 648.4061 or FAX: (503) 581-7646 LETTER OF TRANSMITTAL Q� T0: _ �7 DATE: 1 JOB NO. PROD: M01 bL' t l n RE: i e-- aT— WE ARE SENDING YOU: ATTACHED [ J UNDER SEPAPNTE COVER CGPIES DESCRIPTION _ I I i THESE ARE BEING TRANSMITTED AS INDICATED BELOW: vAS REQUESTED vj FOR YOUR USE [ J FOR APPROVAL [ J OTHER COMMENTS : SI NED: TITLE: —�- –_--.- - �I� � buv�.c� mac' i��✓ auc:1 S��(��e��� L)c te f PLANNING 209 N.E. LINCOLN STREET HILLSBORO, OREGON 97124 PHONE: (503) 648-4061 or FAX: (503) 881-7646 LETTER OF TRANSMITTAL'J^ TO: 1/n I�� /sem:HA K1 DATE: A 71 . q I � rAZZ, _ JOB NO. - _--- PROJ: M ]- WjAlb S ,MITeRY RE: d t LSU/ /T WE ARE; SENDING YOU: V ATTACHED [ ] UNDER SEPARATE COVER COPIES DESCRIPTION Ai R. 'C vm T ISE— ",T _^ Z "bA%Ly ) Nsp E C.TI ON R.Epo exs _ THESE ARE BEING 'TRANSMITTED AS INDICATED BELOW: [/r AS REQUESTED kr FOR YOUR USE FOR APPROVAL, [ ] OTHER COMMENTS : — SIGNED: TITLE: CC: ____ T. V. & REPAIR REPORT Date i T S R CORPORATION • P.O. Box 70343 Eugene, Oreg,�n 97401 • (503) 484-1774 a CITY/DISTRICT t _�--;��--�-�-�--- LOCATION CONTRACTOR �- •'� ___--- _- OPERATOR -__ ALL - LEGEND BP = Broken pipe SANITARY STORM CC = Circumferential crack V, L c LC Longitudinal crank G = Break in grade OMHNO L LeakPT = Protruding tap <.ST = Service top SL = Service left PIPESIZE PIPE TYPE JOINT LENGTH MH NO SR = Service right R - Roots ------- ---- U Unpassable FOOTAGE FOOTAGE TEE/WYE PROBLEM TAPE TEE/WYE PROBLEM TAPE MANHOLE DATA ! JOINT GROUT GALS FOOTAGE JOINT GROUT GALS FOOTAGE MH no. - - --- depth - I S l_.-- - - I � � type5�_ - - -- -- leaks— 2 c,y m l-j - --- — condition___ Recom. Rehab.- MH ehab.MH no. depth type—__-_ leaks__— condition Recom. Rehab. RECEIVED PIPELINE DATA cleanlinesE—_ _ I OMM11NITY 0iJEN� alignment— gradrs.__ age- — -- - condition_ _.v _— %est. leaking joints other_____-__ TOTAL FOOTAGE T. V. _ _20 __ I _.__- -----__—-- TOTAL FOOTAGE CLEANED -- -----_--- PAGE N _T- __- TOTAL JOINTS TESTED TOTAL JOINTS GHOLITED TAPE_—_ RUN 1 w o a M OA w � w a � o l- , b , aw cn c ti w H M a .. w _ a (nw w z H 4 41a E-4 a E• Q Gl N p H to a0 V)41 m v N � � � rn o -r �i z cn c �D `j a a 0 E , w -, 0 c -4 v E-+ v w o rn�o co 4; x 4 s HH ° ow w F z a0or, �-, � aw mH V o w Cv,n Ox Ha E-4 .� H o (1) 0 �4 I H w n x � zmox °qv " a u 04 - aw H a v o " O = N x �. a a c� 04 H z r a H w Q O x w a c. z h h E-4 Q s. 14 a a a W � 1 04 c a J cn co F c7 a m z - m H MC w •c �- a v� 41 F E ° Q v 41 N D E- a) -4 -40 -v -4 - 0 t— cA y �4 7R z cn o U co w La Z z 0 cr O) z c N E W O H G i4 .,.� a F H o w E.., �+ -, ro i U z H w �' ,� o �'�LO � � ° 7R v o Q m �� W >• z z o. D4 H O N A L4 H W -� � Z0d W T --1 a W id O a H a � � o D D _ N as I o � a 1 r, o"R ro z a x W E+ w z U kF- .4 W' F F E-1 0 z o w w w C O O n I a a a 41 r 0. N Q a G4 y lam, -- h a w � w F « N w a w � w 1 E� % O H H O l 1 v m s-+ r 124 w E-4 a � rnov W 7a z E-4 H I rQ J Vw O Oiler ' H f� z U 4l m a H G�1` H C >+ H U z a 0 0 � w W .tf1 O t a A ,a w Lo w - $ d z O as H o v H E- C � � z ul oQ o 4*: E- a 1 04 rn1-4aw 0 -4 H rl oa H z z a as 1 x a ° F I o u z w � z o W W W p O O U a W m a x a } a a a _ W N G R N Q °E iT u � 0 V = 1 0+ c N cn H rn CIO Fz H a H H A w w 1 a H H Rr � 111n d = � � � C/3 a o V m V >4r, 0Z a w bi z 0 -t w H a H I O W, 9 C co I ,,, a w w r-I O lw H a H a 0 W O C+,D co Z O U N H r7 C 1.1 H m m W U # Hz a ° oma �� A w H oaH w 0 av m ' H r. ssu z New w rnr, a w O N W C� a � M H > z ° d x a ° d ACL z0 a a J U U W H Z 0 � 0 0 0 o w a a a H a v � — " i PA 14 a°a ua S r � x ) _ !1 n , 00 �' a ty a w a w w 04 H W p tp CIN ❑ E-4 �: E' 4.1 a) HH 0 W 0 prnO -kr 2 w C1 0 ( S H M � r � a a r 1 a — © w r0 tia P E V H V � �co � OCC, 41 EBF! OW lI ) E•+ O W a u1 O A4 H vC4 Ea �-7 ❑ 0 d x a >, z c, 00 0 '` 0 H z 0 4 °� Q) ❑ Ba a a rn 4 o •.� H a 0 w a PA H 0 O D z OCC oa .1. n///111 H I3, Y n 04 V �k 4 _ F 004 ,-4 4IV 9z x w a �:3 u °� a u w z o N ❑ w w E- n w w LAND DEOE L 0 P X X N T CON2 V LTDNT8, SNC. DAILY CONSTRUCTION REPORT PROJECT hL �_p►/�_ DATE: JOB N0. i A WEATHER: (� CLIENT Int-r CONTRACTOR PERSONNEL ON SITE: T-bfG ►1I1�.1� f -_L(i_kAIs r VISITORS:_ EQUIPMENT AT THE SITE: CONSTRUCTION ACTIVITIES:_rIf' � � z2f! -7 - BY: _ Br: --r j /tel /��i�li .-i' ----�.... TITLE: LAND DEVE LO P N X N T COXBULT » T9, INC. DAILY CONSTRUCTION REPORT PROJECT m J DATE: 0 Ig/ JOB NO. I _ _ WEATHER: CLIENT CONTRACTOR PEPtONNEL ON SITE:-- VISITOR' : ITE:--V1SIToa: IL�`��' ✓�'� Lh ����'��� EQUIPMENT AY THE SITE: COOS1RUCT10N ACTIVITIES: �/�LE ^-elo — — BY: --- �/ -- TITLE: ��•��i t )TICE OF RIGHT TO A LIF FSM-10 (UNDER ORS 87.021 AND ORS 87.025) RECEIVED WARNING: READ THIS NOTICE. MAY 1 0 1991 PROTECT YOURSELF FROM PAYING ANY CONTRACTOR OR SUPPLIER TWICE FOR THE SAME SERVICE. CITY�F TIG.AI:C UperatOT: CO rill Gate: 45/111/91 Rpt u 1)1-4-17/NANCY Page ok 1 TO: [J Owner ❑ Lender ❑ Contract ❑ Lessee Dateof Mailing: r!5/QH,_91 _5prvice Gate: 04/29/91 ❑ Other 3411_ 7 Owners Address: Member 11 _ 844 _-Job# 99115 _.i I i OF 1I6ANG 0.0. BOX 2339i This is to inform you that: 716ARG, OR 97223- CASCA14. cONCRIETE PRODUCTS, iNC hasdun to provide; CONCIETE GEWER PIPE d MANHOLE MATERIAL (description of materials,equipment,labor or services) TO: ❑ Owner ❑ Lender ❑ Contract ❑ Lessee ordr by, ❑ Other R B CONTRACTING — Address, for improvements to property you own(as owner,reputed owner,contract buyer,lessee,contract seller,lessor or otherwise or in which you have a security interest as a lender or otherwise). The property is located at: Address: ML" DUNAI.G d 97 AVE County WASHINGTON TIGARD State of Oregon Lot _ Block Add TO: ❑ Owner ❑ Lender ❑ Contract ❑ Lessee MC DONALL STREET IMPROVEMENT ❑ Other Tax Lot: .__-� --_--_-__.— -..._.-- A cklress Section _2 1-1—Township _2 _ Range IW _ of the W M. -_—__--—_---_-- as Described LENDER/SECURITY INTEREST RECORDING INFORMATION NOTICE TO OWNER(S), REPUTED OWNER(S), CONTRACT BUYER(S), LESSEE(S), LENDER(S), LESSOR(S), CONTRACT SELLER(S), OTHER OWNER(S) AND/OR OTHER SECURITY INTEREST POLDER(S) OF LABOR, MATERIALS EQUIPMENT OR SERVICES PROVIDED. A lien may be claimed for all materials, egUipment, labor and services furnished after a date Ciat is eight days, not including Saturdays, Sundays and other holidays, as defined in ORS 187 010, before this notice was mailed to you. Even it you or your mortgage lender have made full payment to the contractor who ordered these reaterials or services, your property may still be subject to a lien unless the supplier providing this notice is paid. THIS IS NOT A LIFN It is a notice sent to you for your protection in compliance with the construction lien laws of the State of Oregon. The following explanatory paragraph is not required by ORS 87 023 and is included by BMDA This notice is part of transacting business in the construction industry,and is to inform you that if the person or firm who supplied labor,materials,equipment or services, for some reason or another does not receive payment, they would then have the right to file a lien on your property for labor, materials, equipment or services thby provided and which remain unpaid This notice is not a direct reflection upon the,ntegrity or credit standing of yourself, your lender,or your contractor No further notice to you of this or any subsequent delivery may be necessary Further, not all persons or entities entitled to a construction lien are required to give this notice There are some exceptions This notice provides GENERAL INFORMATION ONLY It should not be viewed as a substitute for legal advice This notice is sent to you by. BUILDING MATERIAL DEALERS ASSOCIATION(BMDA) Agent 707 SW Tayl)rs Ferry Rd. Port and. Oregon 91219-4595•(503)246-41514• 1-800-666 BMDA•FAX(503)246-4520 IF YOU HAVE ANY QUESTIONS A89UT THIS NOTICE, FEEL FREE TO CALL US. 0 1989 by aMUA IMPORTANT INFORMATION ON REVERSE SIDE LRB CONTRACTING ------------------------------------ P .O . Box 1436 Clackamas , Ore . 970,5 ( 503 ) 650-0009 City 01' T.Lgard April .2s , RE : McDonai<j St . Sewer SUB: Traffic C,:ntl'ol Projek'.t Enclosed is a copy of traffic contol Man for the construction of a :sanitary sewer in McDonald St . Sincerely , r� L . Roy Bonner Pace 1 N v Z © c� T,kh r s � C C � w e • Z . a �.. '_ 7 � o < w vo 3J Za„ Q r, O - -+' .. �,► �•- � ve 1, •..t c1� rn APPLICATION -- STREET IMPRO -MENT/EXCAVATION COPY TO: (WHITE)•FILE OR DI NA .E NO, 74 14 (YELLOW) •INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)•OTHER AGENCY (BLUE)-APPLICANT APPROVED x APPLICATION NO.: A" NOT APPROVED C (A Of' F IGARD, OREIGON FEE AMT.. f _83175.561 PENDING FEE PMT. C11,11, HALL RECEI O.: ___L 7`11 •� PENDING SECURITY ❑ PUB L/CWORKSDEPARTMENTev _ DATE_ 4 /11 [_qL PENDING AGENCY ''OK'' (] \IIIIIu eiinn and Progress Record - - - MAINTENANCE BOND M PENDING INFORMATION El FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED x ANNUAL PENDING PENDING VARIANCE EXPIRATION DATE: .-_.QJ0J-ySL3r__ PERMIT NO DATE ISSUED: ___` BY �- --- ( 1 ) APPLICATION IS HEREBY MADE TO EXCAVA-fE FOR AND INSTALL __Sanitary- ewer AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __Edith Johnson _9800 S_W O'Mara St. _Tiga>:d_, QA .97223 # 639-33fl6_ NAME AnnRESS CITY PHONE CONTRACTOR NA1 — CITY - - --PHONE PLANS BY _Land Development Consultants Inc. - 209 NE Lincoln Ste`_ Hil�,abgrQ, OR 97124 648-4061 NAME ADDRESS CITY HONE FSTIMATED IMPROVEMENT TOTAL VALUATION ( COST): E -__- 9L389.00 _- DOLLARS FOR OFFIC U MIN. (2) EXCAVATION DATA o.oax f_�� ��•00= f 375.56 FTREET DESCRIPTION _ PROGRESS & INSPECTION STATUS _ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY ,- TYPE _ LENGTH WIDTH DEPTH ITEM 6 QUANTITY STREET rlt.."Ionald St. (see attached plan) INSP a R TION E Q ESTIMATED STREET OPENING DATE: E�_ / g ESTIMATED STREET CLOSING DATE � L / E — _—-= D _ (3) SE=CURITY NO. _ SE URITY AMT: E 9,389.00 STRFETJ CLOSED —_ SURETY CO. U �5_'_��h _ T�cyw. �O�,� _ FINAL CERTI FIEp CHELH CASH BONOx it, Ir P-„ cri (4) PLOT PLAN: INDICATE .SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS FF_ATURES. EXCAVATION LOCATION AND EXTENT. 1,,L All work shall conform to Lity_ II j7rC Xra v,N CW � attached plans.Standards & Specifications & to the --- `boli ' I 2. Notify City Inspector Carl Vi.eweg (#639-4171) 24 hrs. prior to startin S.W. McDonald St••X X X X 3. Traffic control shall be provided r - -- — X X for in accordance with the City AAM,M'C approve -tsee nnta 45 nn r-nncAtriichinn k'�-� \+--T- ------- - (� ---- 4. Onu As-built Mylar drawinrt& Engineer's construction Certificatic ( I ( is requi e o provided o it y r price--to_-City acceptance oftt -work and prior to connection of_ an_y,buiid- 51 NOTE THE CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERpg'' NIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT -,'HE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE r.ITY AND EMPLOYEES AGAINST ANY INJURY OR 1,AMAGE WHICF, MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE L� �J �� 'Z�rLDZE� DATE J son CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. :91 - i16N9 CHECK AMOUNT 7,75. 56 AME : JOHNSON, EDTTH CASH AMOUNT 0. 00 DDRESS : 9600 SW O' MARA STREET PAYMENT DATE 04/ 11/91 SUBDIVISION TIGARD, OR 97` 3— 9BOO SW G' MARA 'URPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID ,UBLIC IMPROV 4111-91 u 375„ S6 I . I)PPNING PERMIT #411 -91 UfOL AMOUNT PAID - - -i 375. 56 1946 EDITH JOHNSON 9800 SW O'MARA STREET TIGARD, OREGON 97223 /� , -/ L 19 24-22 036 �1 1230 Pay To The 2_ , 6 Order Of_.—. ----�- --� �' .� 7._l Oollere U.S. BANK TIOARO BRANCH 5P O.BOIL R3308 TIOARO,OR SIRR3 UNITEO STATE%NNAI.NAND OF ORIOON t: L 2 3000 2 209: 01 6 004 2 4 LOn■ 1946 I.',SAW) AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of Street Opening Permit # 411 -'11 __, dated _ 4 - z.4 - 2_L between the City of Tigard and Edith Johnson and is entered into by the Depositor Edith Johnson and US BANK trustee. The undersigned depositor and trustee do hereby assign the right to the Ci.cy of Tigard to determine at its discretion the payment of all funds or securities held by US BANK as trustee in the amount of $ 9, 389 .00 in Savings Account No. 036 6035 095 , or Deposit No. _ in accordance with and for the purpose of Bonding sanitary sewer improvements described in the above stated Street Opening Permit . It is understood and agreed that the 119 BANK will hold such funds or securities in the amount of $9, 389 .00 until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Nori-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued a directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time a; all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at US BANK TICARD Oregon. This 9th day of April 1991 . Signature • City of Tigard Signature of D . ositor-Edith Johnson P.O. Box 23397 9800 SW O'Mara St . 13125 S.W. Hall Blvd. T,'pard OR 97223 Tigard, Oregon 97223 ,'address Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in the amount of $ 9, 389. 00 this Urh day of 19qj, and hereby acknowledges receipt of the Passbook avings Account No. U36 6039 095 or the Certificate for Deposit No. _ R31XAOHXRRI or certifies that there is no Passbook issued for this account. It is further agreed that said account will be held for the uses and purposes above stated until authorization for disposition is qranted by the City of Tigard. --Authorized Signature (trustee) PO BOX 23308 Tigard or 97223 Address aj/Mi:I-ej ITO �f-'�!' -�-+'� •moo .Z%�e�T" ,Q ��.,,, 4�r►�o-� .moo ,��.i. �a�, 0, 4U,04.-- �,.. b �r MY e L 't, ' All �oMMdsb'i0 All Vtp�s, � S,%A '- �,� `tit ` scm NGedr �GC 1� Py�cti ,. . t/+ April 8, 1991 CITY OF TIGARD Edith Johnson OREGON 9800 SW O'Mara Street Tigard, Or 97223 �) RE: McDonald Street Sanitary Sewer Extension Dear Mrs . Johnson: Attached is an application for a Street Opening Permit . This must be signed by the party that is to be responsible for the work proposed to be done within the City' s right-of-way. After appropriate signature, please return the complete app.lica,--ion along with the items checked below for further processing. X Permit Fee in the amount of $ 375 . 56 . _ Certificate of Insurance (of the contractor w1io will perform the work) . X Assurance Bond in the amount of $_9, 389 . 00 Detailed Construction Plan. Detailed Construction Cost Estimate. Other - I Please keep in mind that this dies not constitute an approved permit ; at this point it merely constitutes an application for a permit . If you have questions or wish to discuss anything related to this, please call me at 639-41.71 . Sincerely, 'John John S . Hagan Engineering Technician 13125 SW Hall Blvd.,RO,Box 23397,Tigard,Oregon 97223 (503)639-4171 --- - - - --------- ---- - APPI. ICA T',ON STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINAN£; NO. 74 14 Kl (WHITE)-F-ILE IM (YELLOW)-IN5P. (INSTRUCTIONS ON NO. SHEET) Pi (PINK)-OTHER Ar;ENCY (BLUE)-APPLICANT APPROVED is APPLICATION NO.: NOT APPROVED ❑ CITY OF 11GARD, (OREGON 375 56 FEC AMT.: f '. ...---_.---._-_. _- PENDING FEE. PMT. ❑ CITY111A1,11, RECEIPT NO. PENDING SECURITY ❑ PUBLIC WORKS DEPA R TMEN T BY ________ DATE I _L_- PENOING AGENCY "OK" ❑ pplic.ltion and Progress Record — MAINTENANCE BOND PENDING INFORMATION ❑ �► -- FOR STREET IMPROVEMENT/EXCAVATION AS REUM14l o X ANNUAL PENDING VARIANCE _ (] EXPIRATION DATE On@ lyearT__ PERMIT NO DATE ISSUED: - _-� 1 _ BY: ( 1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ --Sanitary_Sewer AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT __Edith Johnson 9800 SW O'Mara St. Tigard���1223-_�-F39-3386. NAME - ADDRESS CITY PHONE r_ONI RACTOR _ NAME -- - AbDRESS clrr _ P14ONE PI ANS BY Land Development Consultants Inc. 209 NEMLincoln Hillsro. Cit 9712Q_ 64g-4061__ C' - _. ___ _. -_. ___.- NAE AODRES9 CI HONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _9.389.00 __—_i OOLLARS (2) EXCAVATION DATA: - FoRo"" U 0.04 x s A9 - f_375.56 STREET __ DESCRIPTION PROGRESS & INSPECTION STATUS NAME 4F (-r CIJT CUT CUT MATERIAL INSTALLED - ITEM DATE REMARKS/TYPE HV 1"YPC I..ENGTH WIDTH DEPTH ITEM a QUANTITY -- -- - --- ---—--- STREET ----- -------__ - - - - --- --- PENED M, Ikxlai( St. -- INSPEC� ---- (see at ached plan) R TION F: - - -- Q U ESTIMATED STREET OPENING DATE: F' - -- _-- ESTIMATED STREET CLOSING DATE: T - -- �- E -- --- - - - __ D (3) SECURITY NO! SECURITY AMT.: S ^9389.00 STREET - SURETY CO. —CLOSED FINAL CERTIFIED CHECK Il _CASH ❑ bOND C INSPEC. (4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEATURES: EXCAVATION t-OCATION AND EXTENT. 1. All _work shalls9nfom to city— Standards & Specifications & to the I I I 1 attached plans. ' I 2. Notify City Inspector Carl Viewey (#639-•4171) 24 hrs. prior uae - '- - - _ _ _ _ _ _ _ _ _ -_. _ _ - r to startin _ — --wo S.W. McDonald St.X X X X 3. Traffic control shall be provided for in accordance with the City approved trafftc cess - - - - � - - - - - - - - - 1F0 see _ - - - note _ nn j nnGt nirt i nn � �____ 4. One As-built Mylar drawing & T 1 I I EngJ Pner s construction Certificate 1 I I �, 1 is—required o M provicled to ie it E. to Q1UY +I<crk -- _prior to connection of Aqybuia.d- (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERCin9 RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINEt1T LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO S^VE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS, APPLICANTS SIGNATURE DATE / / AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of Strcct Opening Permit # , dated betweeii the Citv of Tigard and Edith ,Inhnnnn and i r, (.ttt Trod iJiJ u by the Edith Johnson and trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by as trustee in the amount of $ 9, 389 .00 in Savings Account No. , or Deposit No. _ in accordance with and for the purpose of Bonding sanitary sewer improvements described in the above stated Street Opening Permit_ . It is understood and agreed that the _ will hold such funds or securities in the amount of $9, 389 .00 until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall. be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time as all Public Improvements are :completed and accepted by the City of Tigard. Signed and dated at _ Oregon. This day of 1991 . Signature - City of Tigard Signature of Depositor-Edith Johnson P.O. Box 23397 9800 SW O'Mara St . 1315 S.W. Hall Blvd. Tigard OR 97223 Tigard, Oregon 97223 Address Address ACCEPTANCE The undersignecl hereby accepts the funds or securities deposited in the amount of $ 9, 389. 00 this day of _ , 19�, and hereby acknowledges receipt of the Passbc)k Savings Account No. _ or the Certificate for Deposit No. ; or certifies that there is no Passbook issued for this account. It is further agreed that said account will be held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. Authorized Signature (trustee) Address dJ/JH:1-e� i April 3 , 1991 CITY OF TIGARD Land Development Consultant, Inc. OREGON 209 N.E. Lincoln Street Hillsboro; Or 97124 Re: McDonald Street Sanitary Sewer Extensl-11 Dear Mr. Ibrahim: Attached please find three copies of a public improvement plan. One plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. The other two sets need to be dropped off at U.S .A. 's office in Hillsboro (at the Courthouse) . Sincerely, John S. Hagman Engineering Technician X _ PGE Company X Northwest Natural Gas Co. 1.4655 SW Old Scholls Ferry Rd. 220 NW Second Ave. Be-verton, OR 97005 Portland, OR 97209 Attn: Jim Johnston Attn: Scott Palmer X General Telephone Co. X Tigard Water Dist . 12460 SW Main St 8777 SW Burnham St . Tigard, OR 97223 Tigard, OR 972.23 Attn: Mike Lutz Attn: John Miller Metzger Water District Tualatin Valley Fire & Rescue 6501. SW Taylors Ferry Rd Beaverton City Hall, 3rd F'. Portland, OR 97219 4755 S.W. Griffith Dr. . Beaverton, OR 97005 Attn: Jesse Lowman Attn: Mr. Gene Birchell NOPE: I will. have Mr . Birchell sign the plan IIT-',)n your returning it- to me. J.S.H. 13125 SW Hall Blvd.,P.O.Box 2,3397,Tigard,Oregon 97223 (503)639-4171 ---- --- Page 2 X_ Columbia Cable of Oregon Pacific NW Bell 14200 SW Brigadoon Ct . (U. S . West Comm. ) Beaverton, OR 97005 Portland, OR 97204 Attn: Craig Eyestone 421 SW Oak, Rm #5-N-15 Attn: Jackie Lollar Tigard Post Office State Highway Division 12210 SW Main St . 2131 SW Scholls Ferry Rd. Tigard, OR 97223 Beaverton, OR 97005 Attn: Steve Kaufman Attn: Lee Gunderson State of Gregon :Dash Co Land Use & Transp Division of. State Lands Courthouse 1600 State St . 150 N. First Ave. Salem, OR 97310 Hillsboro, OR 97124 Attn : Bill Parks Attn: Ron Aase USA Corps of Engineers Portland District Permit Evaluation Section 319 SW Pine Portland, OR 97204 Attn: Richard Johnson H:\F.N(:INF.F.R\D0C3PG2.MST D "o 1991 _ PUiNN/NG 209 N.E. LINCOLN STREET HILLSBORO, OREGON 97124 PHONE: (503) 64813061 or FAX: (503) 681-7646 * � I ' LETTER OF TRANSMITTAL TO: A1\L, DATE:_- MAPc 14 2f7, /!I!? C_I`TY Or- 51 IT''IGAED JOB NO. �_ 4?4 A, r 1 J Z�j GJ J4,41 C PROJ: & 5f 1 , ^(,t� -- '-•b17 RE• -rt P-D,M 97ZZ3 WE ARE SENDING YOU: ATTACHED [ J UNDER SEPARATF COVER COPIES DESCRIPTION 5 n � Cr)N57,PV(f7onl N 3ffELT 10 � f THESE ARE BEING TRANSMITTED AS INDICATED BELOW: Y AS REQUESTED r�, FOR YOUR USE M FOR APPROVAL ( ] OTHER COMMENTS : - E)?v O I y_IA-)Un W 1 LL j3E—rA W/VG - ALL blear 1.Nl1� �D' s, - ' SIGNED:_ -� - -TITLE:_ CJZ _____ _---- _ CC: L A N D D E V E L O P M E N T C 0 N S U T, T A N T S, I N C. «« PIANNING «» CIVIL ENGINEERING «» SURVEYING »>► 209 N.E. Lincoln Street Hillsboro, Oregon 97124 Phone 648-4061 or FAX 681-7646 DATE: March 27 , 1991 ESTIMATE NO. 2 - PRELIMINARY CONSTRUCTION COST ESTIMATE PROJECT NAME: McDONALD STREET SANITARY JOB NO. 1184 DEVELOPER: Edith Johnson Quantity Unit Price Amount -------- ---------- ------ --------- ---------- ------ SECTION 1 - EARTHWORK 1. MOBILIZATION 1 5% OF TL. $500. 00 2 . PAVEMENT REMOVAL WITHIN TRENCH 1 500. 00 L.S . 500. 00 ------------ SUBTOTAL $1, 000. 00 SECTION 2 - SANITARY SEWER 1. 8" PVC W/ROCK B. F. 190 $20. 00 L. F. $3 , 800 . 00 2 . STANDARD MANHOLE 1 1, 500. 00 EA. 1, 500. 00 3 . 4" PVC W/ROCK B. F. 60 12 . 00 L. F. 720. 00 ------------ SUBTOTAL $6, 020. 00 SECTION 3 - PAVING 1 . A.C. PAVEMENT TRENCH PATCH (3" CLASS "C") 67 $7 . 00 S.Y. $469. 00 2 . SAW CUT 1' INTO EXIST.A.C. 400 1. 50 L. F. 600 . 00 ------------ SUBTOTAL $1, 069 . 00 PAGE 2 DATE: March 27, 1991 ESTIMATE NO. 2 - PRELIMINARY CONSTRUCTION COST ESTIMATE PROJECT NAME: McDONALD STREET SANITARY JOB NO. 1.1.84 DEVELOPER: Edith Johnson SUMMARY SE.-TT_ON 1 - EARTHWORK $1, 000. 00 SECTION 2 - SANITARY SEWER 6, 020. 00 SECTION 3 - PAVING 1, 069 . 00 ------------ TOTAL $8, 089 . 00 NOTE: THIS COST ESTIMATE DOES NOT INCLUDE CITY, COUNTY, POWER FEES, ETC. Prepared by: Hassan Ibrahim, EIT pp checked by: .300.00 f+; 91389,00 L197 .mcdonld2 . 1184 CITY OF TIGARD March 21, 1.991 OREGON Mr. Hassan Al.brahim Land Development Consultant, Inc. 209 NE Lincoln St . Hillsboro, Or 97124 Re: McDonald St . Sanitary Sewer Dear Mr. Albrahim: Attached please find one set of public improvement construction plans; said plan having been provided to the City for preliminary review. Our comments are noted thereon. Please make all necessary revisions and, then, again submit five sets to t.bis office for review. Please include name, addresr, and phone information for whomever will be taking out the permit . The cost estimate should be revised (and resubmitted) to reflect plan revisions . Also, a,..tached, please find a handout which further describes the aforesaid circulation and review process . Sincerely, John S . Hagm n Engineering Technician Enclosure dj/1-ha-1dc.JH 13125 SW Hall Blvd.,P.O,Box 23397,Tigard,Oregon q 7223 (503)639-4171 — 1 3 2v Q/ �..DM M� 1i C �!i j �_���•-. l,Y Wl� Cl7�M UllA� 7M't. �r r e.d � o'er�. ��I r RECEIVED RECEIVE-P !TY DEVEturwikNT PLANNING ENE -- --- TANTS.4fiC --- 209 N.E. LINCOLN STREET HILLSBORO, OREGON 97124 PHONE: (503) 648-4061 or FAX: (503) 681-7646 LETTER OF TRANSMITTAL TO: JOHN RAG �ARll DATE:--�rqAecII �- �- CATV T TI SA Y JOB NO. �E:4t)T PROJ:,��OI1��n ----— -- - RE:- IANV WE ARE SENDING YOU: ATTACHED [ J UNDER SEPARATE COVER COPIES DESCRIPTION 3 s ETS OT- - I THESE ARE BEING TRANSMITTED AS INDICATED BELOW: A AS REQUESTED �}, FOR YOUR USE FOR APPROVAL [ J OTHER COMMENTS: >IGNED: _ TITLE:_A _ CC: ---------------------------- L A N D D E V E L O P M E N T C O N S U L T A N T S, I N C. «« PLANNING «» CIVIL ENGINEERING «» SURVEYING ►>» 209 N.E. Lincoln Street Hillsboro, Oregon 97124 Phone 648-4061 or FAX 681-7646 DATE: March 14, 1991 ESTIMATE NO. 1 - PRELIMINARY CONSTRUCTION COST ESTIMATE PROJECT NAME: McDONALD STREET SANITARY JOB NO. 1184 DEVELOPER: Edith Johnson Quantity Unit Price .T__ Amount SECTION 1 - EARTHWORK _ -- 1. MOBILIZATION 1 5% OF TL� $500. 00 2 . PAVEMENT REMOVAL WITHIN TRENCH 1 50 . 00 L. 500. 00 ---------•--- SUBTOTAL $1 , 000. 00 SECTION 2 - SANITARY SEWER 1. 8" PVC W/ROCK B. F. 190 I $20. 00 L. F. $3 , 800. 00 2 . STANDARD MANHOLE 1 1, 500.00 EA. 1, 500. 00 3 . 4" PVC W/ROCK B.F. 30 12 . 00 L. F. 360. 00 4 . BREAK INTO & CONNECT TO EXITING MANHOLE I 1, 000. 00 L.S. 1, 000_00 --- - SUBTOTAL / $6, 660. 00 SECTION 3 - PAVING 1 ' 1. A.C. PAVEMENT TRENCO PATCJ+ (3" CLASS "C") % 67 $7 . 00 S.Y. $469. 00 2 . SAW CUT 1' INTO EXIS7.A.C. 400 1 . 50 L.F. 600. 00 ------------ SUBTOTAL r $1, 069. 00 PAGE 2 DATE: March 14 , 1991 ESTIMATE NO. 1 - PRELIMINARY CONSTRUCTION COST ESTIMATE PROJECT NAME: McDONALD STREET SANITARY JOB NO. 1184 DEVELOPER: Edith Johnson SUMMARY SECTION 1 - EARTHWORK $1, 000. 00 SECTION 2 - SANITARY SEWER 6, 660. 00 �SECTIOV 3 - PAVING 1, 069. 00 ------------ TOTAI, $8 , 729. 00 NOTE: THIS COST ESTIMATE DOES NOT INCLUDE CITY, COUNTY, POWER FEES, ETC. Prepared by: Hassan Ibr�iiln, E Checked by: C L,170.mcdonald. 1184 i tV N V � vl rA 77 - z 1 1 1_ K hT �— � I J 1 �1 Z Q sq, ell '3 o i Z V a vi rL � p v