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Iz OZ 61 BI LI ' 91 11 Cbl Ell ZI !1 Ott R R 1 9 'S J� fp E Z 1 ,,/'/'rte ' ►FIII111111111I1111�IIIIIu1111I1II11111111�1111111nI1n�11111I1Iq�fII11na11ndM11blillnllllnl�lullulllulln�lllnlllnllnl+!liylllnitQlli�111n11{1u14gI11filllira�111�N ._ IMIInIImllnuln1111wIN�1111�uuluu�w1l11u�I1t11tu1�NM IJ I.Y 1 J 1992 Li Ll Ll Ll 1 :-i 1 'i I f L I 1 -.qvl- --- 14 by 3 4 �e A-' YS! �a' J Y�_ •h i �' r I � Y.� . �x II q • • • • n • • • • • • v O'DO 4GLL, R-ANIS, CREW & CO, AGAN .JEFF II. 11M]IRACH ATTORNEYS AT IAW CHAM :S 1'.. COFtRIGAN' BAIR)"I& WRIGHT BUILDING CIACKAMAS COUNTY OFFICE STF.I'HI:N F. CREW 1727 N.W. Hoyt Street 181 N. Grant, Suite 202 t:11Aii YS M GRIiEi:1; Portland, Oregon 97209 Canby, Oregon 97013 WILLIAM A. MONAHAN (503) 26J-1149 NANt:Y R. MURRAY '1E11.l'110NE: (503) 222-4402 _ MARK 1' O'DONNF.IJ. FAX: (503) 243-2944 DENNIS M. FA1T•.RSON III JAMES M. ColyMAN TTMOTT IY V. RAMIS PI.E.&SF.REPLY TO PORTIANn OFFICE Kh:NNL I'H M. E1.1.1o'n, ;IIFII.A C RIIx;WAY' GARY M. GEORGEFF' WILLIAM J. STAI.NAKFR ROBERT J. McGAUGIIF.Y• January 16, 1991 SP-idi C.U1U I 'Alai Adnwt d to P­mir, in SIM,W%Vn,hm wn Attn: Denise Winn COOP Claims Analyst Conservation\Liquidation Division 3600 TKilshire Blvd. , Suite 500 Los Angeles, CA 90010 Re: Surety Insurance Company Principal : Peter. & Carrie Janzen Liquidator's Claim # SIC-4-03385 I)ear Ms. Winn: We have reviewed our file on thikl matter and find that a claim no longer exists. Mr. Janzen was able to provide the City of Tigard with a bond through a different bonding company and he subsequently completed the required subdivision improvements. Please contact our office if we can bus of any further assistance. Sincerely yours, O'DOPNELL, RAMIS, CREW & CORRIGAN 'i� � "14 ,li6t, K -nneth M. E . KME/mmd cc: John Hagman, City of Tigard mmd\�i6erd\mrarrn.hr CITY Of- TIGARD, OREGON RESOLUTION NO. 88-2_�_ A RE:;iOLUTION ACCE::P1ING PUBLIC IMPROVEMENTS KNOWN AS MC DONALD ACRES SOBDIVISI:ON PUI31...IC IMPROVEMENTS. WHI-REAS, the City executed a Subdivision Complianco Agreemont dat:ed May 9, 1982 with Mr. & Mrs. Pete Janzen to facilitate installation of public street, storm and sanitary sower and streetlighting facilities to City standards and spec.ications; and W111-REAS, said Compliance Agreement stipulated that: "AL 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"; and WHEREAS, Department: of Community Development staff ver•.ifies that all requirements of the City have been met. NOW, THEREFORE, BE: I'F RESOLVED by the 1igard City Council that: Section-1 : 1-he Tigard City Council hereby accepts the public improvements known as McDonald Acres subdivision public. improvements. Section 2: The Tigard City Council hereby authorizes r•(?Iva4e of the �- Petitioners assurance. PASSED: This day of � -, 1988 . A 1 `,T: Mayor (;i t y of I iq,ard --......._..__-- Deputy City Reorder- - City o F qand APPRO .D AS 10 FORM: 6 City Recorder ate A­Lt-r _._..._. c rn/6036D RESOLD E TON N0. 88 Page 1 CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF : __ —_.__.`.__..._ _ ._.__ DAI1" :.,UBMII'FED. JuIV 18, .1988 ISSUE/AGENDA TITLE: Resolution PREV]:OUS ACTION. Placed on mdintenance acce t:in McDonald Acres ciudr.an e �#83--92 subdivision public improvements PREPARED BY : John Hagman_ FZA — DEPT HEAD GK CITY ADMIN OK_ REQUEST"EU BY: Community Dev p• Dept. _ POLICY ISSUE INFORMATION SUMMARY 1. McDonald Acres subdivision is located south of the intersection of SW McDonald Street and SW O'Mara Street . 2. All public improvements have now been satisfactorily completed and have withstood the required one year maintenance guarantee period. 3 . The Engineering Division certifies that the improvement is now acceptable and that all requirements have been met. A . Therefore, it is recommended that (in accordance with the terms of the project agreement) the City Council accept the public improvements, namely -- street, sanitary and storm sewer system and streetlighting fur City operation and maintenance responsibility and, further, that the Council authorize release of the assurance balance. ALTERNATIVES CONSIDERED Nona; the (City-Developer-) project agreement specified City acceptance upon satisfactury completion of all City requirements. FISCAL IMPACT 1 City assumption of responsibility for operation and maintenance of the public: improvements specified above. SUGGESTED ACTION Pass the Resolution titled: "A RESOIIITf(1N ACM MING P0111 1C IMPROVEMENTS KNOWN AS MC DONALD ACRES SUBUIVTS ION PUBI W CMPROVEMI NTS " cn/6036U 7/z���gFj ffiwff=�Xw CITY OF TIGARD, OREGON RESOLUTION NO. 88- A RESOLUTION ACCE 1111 NG PUBLIC: I.MPROVEMENTS KNOWN AS MC. DONALD ACRES SUBDIVISION PUBLIC IMPROVI-MINIS. Wiff-REAS, the City executed a Subdivision Cump I i,..AnL 1. Agreement dated May 9, 1982 with Mr, & Mrs. Pete Jansen to facilitate insi.allation of public street, storm and sanitary sower and strootlighting facilities to City stRridards and specifications; arid W11E.REAS, said Compliance Agreement stipulated that: "At such time as all publitr improvements have been completed in accordance with the City' s requirements, Petitioner shall notify the City of readinesu for final inspection arid upon certification by the Department of Community Development that all requirements of the City have been met, the Council agrees to accept said impruvenienL-3, for operation arid nick interiance responsibility, and rolpasc� the Pol.itioner's guarantee bond"; arid WHEREAS, Department of Community Dpvelopment staff verifies that all requirements of the City have been mot, NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: Section 1 : The Tigard City Counc.;.1 hereby accepts the public improvements known as McDonald Acres subdivision public improvements Section 2: The Tigard City Council hereby authorizes release of I ho Petitioner's assurance PASSED: This day of 1,988. ATTEST: Ri�ur City of Tigard Deputy City Recorder, City of Tigard APPROVED AS TO FORM: City Recorder cn/6036D RESOLUTION NO Paye � =wArKws W •fit PL Ro cT AN sw. f ° O CSOOK� W � tt A !� LN. iv S�� M • tST. CA OSIMA � 0 GOP S.W I. CT FApHAVEN W'{ � ♦�� �W. 4 S W EOfEW000 ST. I.N WEWAIOL « DEN ♦c. •„ NitLvtEW fT. W. AROE PARK PL. Q' Sw NII «s 1 u VIE CT. S•r AL ST s nW . 11112 „I i y „o t : A Z ELROSE nCREEK CL olllr I r CT i S.W *� s�TAfMEW LANE • } — < ----- s s sw -_ 1 n J \� u r L11.M a view YE ACf ► f = '� _ • f w. INEZ ST. Ar I o S.w ' j rrANU# <- IN J I ax crwrrrr, 4 `« S.W P Cc av W. u PE ITTRrKT M f w w ST u s < vi -- S.W. M PINf R f ^ OR. VA �i�i �y ST 1'{ LMONTE 0 f' Ui 101j" (I OR CT INA tr. cr II � ~' i S.W. 00"mw = S.W Of SATTLIF T ROSS ST. N,44, I Sw KAB E 5T r t1ll 31 i / � vIPtl1JIYlY 1`L�� o Ito wall"If �C�RO C , J DORfURN Pl. I ` GoI ERF t'o 'a • �. {.11,NAMlrr IT. �"� 4 A+ i S % fILNTURY SM. DURHAM no I � I Y TK n, MARTN 4 V S W CO�n�r,yy,,a�!- � -W1CT /�Y,' _ LIA ST SCTVA [ Q MILLE N KENT c' •I I T � _ W.RW000 .VVl R 1►rrl A I / toY ET N 1� 1 4" �( [ 1 � 1 � I w� � MIIA / 01 1 CITYOFTIGARD OREGON March 24, 1.988 Rainier Bank Oregon Washington Square Office 10250 SW Greenburg Road Portland, OR 97223 ATTN; MR. JOHN REDDING, SR. VP RE: McDonald Acres Subdivision Assurance Deposit Agreement Dear Mr. Redding: In the matter of the fourteen thousand nine hundred twenty two dollar 014,922.00) letter of commitment between Mr. Peter Janzen and Rainier Bank Oregon and the City of Tigard, Oregon; this is to serve as a letter of authorization to allow said bank to release to Mr.. Peter Janzen all of the halnnce of the deposit entrusted to said bank. city of 'rigard, Oregon By Randall Wooley City Engineer Actirg Director of Community Development ca/3874D 1317`, SW Hall Blvd.,P.O Box 23397,Tigord,Oregon 97223 (503)63Q-4171 ---- — 7-0 fo le 7-It f let4//e� x 7Z /., elf m tz �l t x i r V\J'�r�a ltfl�J �.w► t 1`• is 77-b c , � �- 5` {' .�t c� Win - �v�. ✓ /,006/)U r'-- b s 741 Fo lopa e7 M K� Gti a s C 074 tu.r SGC Cl�r�u-r`" el-VL 69 d9 ca wo �J E� V� 7 v�. � v►�.�'w1 a N.� w/ In��M ^�c� �'�.v!,- P1 I M C � E �� "�u z�1 z,b\s. �� t �c x / :� P CITYOF WARD OREGON February 24, 1988 Mr. Pete Janzen 9880 S.W. McDonald St. Tigard, OR 97223 Re: McDonald Acres Subdivision Dear Mr. Janzen: In response to your latest request, I have field checked the sidewalk and mailbox installation situation thereat and find that one lot (14125 S.W. 98th Avenue) still does not have provision for permanent installation of a mailbox stand. When such has been accommodated, I will be able to release the balance of your assurance deposit. Sincerely, VJohn Hagman Engineering Technician 13125 SW Rill Blvd ,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- — ea 7�e 174- g,^ 42- C f,/ �,e n Ce l C Q !^e /0 si',-�-eti4 �t�'- L�L'`e., �o t7Z rat 2, �" ll�� ��<<���- - f� o�L 39 - 5944 •-'��S µ»'S' v�s� w tXG G C--14A uv � c 7+0,29 Mt-0001*19' = 0100 II I i l /n S to vw► Sewer Sftt/ 25 I 0 ;_.__._... It Connect to 410 Storm /in¢ of Exlcsfin 1 0 tr DE V E LDrER tv 1►J�A�•L APRpJ I ` -rT1��JCE Or j I a � u a h ti S-W O' 338.39 -- n \ Fnd wa1 Cons.t Co _�►T �, \ �\ / Curb Only(nv 5►dc IK) a�^o C a R,,n ,27/•'l8 Out ,268.97 . leas I a z 'Cc.P, I _ lav CsaFchardsonQIIC. / I 4, LAJ 2, te1.1 k t 1— 1 R►,rr 166 60 2 O� ��Q ZAtlf .00 Storm sewer to toe lard S"Soyth s' ' of Road fli . Q tj n I 1 ! .3+dy.5z`McDonald� y+ly,�7 �' � � �� � • a•. �orm S�'wtr t 1 fnd j�c • p � � uv w � CIT7Yearsof ARD June 4, 1987 ce j 1961 1986 / . Rainier Bank Oregon Washington Square Office 10250 S.W. Greenburg Rd. Portland, OR 97223 Attn: Mr. John Redding, Sr. V.P. Re: McDonald Acres Subdivision Assurance Deposit Agreement; Second (Partial Funds) Release. [)ear Mr. Redding: In the matter of the fourteen thousand nine hundred twenty two dollar ($14,922.00) Letter of Commitment, between Mr. Peter Janzen, and the City of Tigard, Oregon and Raini,2r Bank Oregon; this is to serve as official notice to allow said Bank to release to Mr. Janzen a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is four thousand three hundred nineteen dollars and sixty cents ($4,319.60) . The amount to remain entrusted to said Bank as a cash performance bond to assure the City that all remaining requirements of said Subdivision are ccrnpleted, shall be one thousand one hundred two dollars and fourty cents ($.1, 102.40) . This notice shall not be construed to nullify or alter the terms of the aforesaid Letter- of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City of Tigard, Orogon By- (-f O: annity Beuelcprent Dqt. 13125 SW Hail Blvd.,P.O.Box 23397.Tigard,Oregon 97223 (503)639-4171 -----.--------- spa , s►�Q�Ll1� �;���.s R��,�zs�.. - f 1 EM' 0411 �L✓►vGiIGZ�l4�J�"� ` ZVC. �iV�U�J►d!° S�CYe_�'�'1\`f- �Sra�..��' 11s,►„4•-•---...tee ��+.�d'S �'�r C��np Gr,v�P1N���G'� ,�►.�2\�. �.,�Se.TZ�`�.Y,d�, C�.c��� ��',> �tiC {•�r•�E ����e_w �.virb � us1��tV� c���`��� 1e<w��� ��2.�¢�S> V��.�J� ►DN�� �SS►.lGd • �►w.�-'i�M.IX � .��', t"o��C 7 Jtien�t lV •}v b�Z C� 'tom �\�c� a � \c� i�r G G �U�C '•S er vC. �s s,,�Z-,...c.Q n� o t����+-ate,.c:_� ��.�-�k o r,s-i.�•�cm 1 ,v..�a't- �c, cJ 1w t �s a•� �ddtc` e�qG. ESC \�ns.�r a...�cc J 0 �� a.2��\�� LJ LAO \S Ve Pv` I w\ r��v\� Yt� Cxllr O�t1C�, t V\ZT \10 aGC_\C].e—►1�1, ISaS1.�'3NGC C7� C)C—C 5 ...�d &LC1tife. V-e. 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Greenburg Rd. Portland, OR 97223 Attn: Mr. John R. Redding, Sr. V.P. RE: McDonald Acres Subdivision Assurance Deposit Agreement, Partial Funds Dear Mr. Redding: In the matter of the fourteen thousand nine hundred twenty two dollar ($14,922.00) Letter of Assurance Deposit Agreement between Mr. Peter Janzen, and the City of Tigard, Oregon and Rainier Bank Oregon; this is to serve as official notice to allow said Bank to release to Mr. Janzen a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is Nine Thousand Five Hundred dollars ($ 9,500.00) . The amount to remain entrusted to said Bank as a cash performance bond to assure the City that all remaining requirements of said Agreement are ctopleted, shall be Five Thousand Four Hundred Twenty Two Dollars ($5,422.00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Assurance Deposit Agreem.nt in any way; it is merely an authorization to release a portion of the entrusted monies. City of Tigard, Oregon 7bor of (kmnnity t)euelL�n+ett -� 'Fd 7ciS.l'rC) 1Mtitt1'��N� 1312 97223 (503)639-4171 sUIL John Haglund City of Tigard Dear John: I , Pete Janzen , owner of McDonald Acres Subdivision , have had Jacobs Construction complete the final 1 inch overlay on the street through the subdivision as required by my contract with the City of Tigard . Still to be completed by the contractor are sidewalks as fol lows : Lot 2 189 feet Lot 4 32 feet Lot 5 32 feet Lot 13 37 .42 feet Lot 19 50. 5 feet There is currently construction on three of these lots so the sidewalks should be installed shortly . The other two lots have been sold to the same party and construction should begin as soon as the current three are completed . In order for the financing bank to release funds to pay .Jacobs Construction for the overlay , I must have a letter releasing me from you. I would appreciate it at your earliest convenience. Sincerely , Pete Jan 9880 SW McDonald ILL- Tigard , OR 97224 �— S12'1197 10 All I� 1 ro F 44 O U +1 a a� q ro � 1:: O � 4-J tT U x �4 41 � m O O h U U 4j G v +-) INVOI('E Plant 282.0983 Office 239-5532 K. F. JACOBSEN & Co. INC. GENMRAI, CONTRACTORS 4315 S.E.NIJ O(IGIILIN BLVD. P.O. B(A 0215 POR'T'LAND,OREGON 97202 INVOICE NO. ate Janzen 87-703 9880 S.W. McDonald �t II 1 Tigard, Oregon 97223 IO DATE L 4-30-87 TERMS- CASH t ('S1O%%R 0RDFR N(' _ - - - ---- Job: Pave McDonald Acres Washington County Work Performed 3-31-87 'ivough 4-28-87 1" Asphaltic Concrete Overlay Lump Stam $ 11,325.()', I I i �J I FINANCE CNANCI I ry 12 FIN ANNUM. w ft 01,1,w ,1 t I'b p,iy Wmi Inn,"a Nis tuli itopw r mr-1 unk%N Ir lurord � � I I , , I l i N i T ' I I I � � I IV CM Q j EL { a i SECURITY/ASSURANCE DEPOSIT AGREEMENT FOR MAC DONALD ACRES Tigard, Oregon Gentlemen: We hereby certify that we hove set aside the amounts listed below, for the purposes outlined below, as a Security/Assurance Deposit. Said amounts will be held exclusively for the stated work and may be drawn upon by the City of Tigard, in order to complete said work, but only to an amount equal to the work billed and never in an amount in excess of the set aside amounts as stated herein. It is further agreed that upon completion of the stated work or portions thereof, the city will allow the deposits to he reduced. Reductions, however, will not occur more than once a month. This agreement will expire nine months from the date of final execution by the parties; likewise, any right to claim funds by the City of Tigard will expire on the same date. 1 . Asphalt overlay on all streets within the subdivision. ----- $ 9,5oo.00 2. Sidewalks on 6 lots, totaling 2,169 square feet..yX 1fj. ----- 5,422.o0 (Lots 2, 4, 5, 13, 18, 19 - MacDonald Acres) I - TOTAL: $14,922.00 LENDER: CITY OF TIGARD f eer lankOregon ��, �,,., ., ,,�, •�� /�� ...,. deral Savings Bank R. Redding, sr. Vice president G �ZZ�1• ev aper ter J z r � �j Dated this „_1 , day of ( ri► Sf�� 1'iF�� . e7 71- �y�. �?�ri! c's/' �'��iG�ia� �. �• .Svc�r��rri:w� I1>�� .�v.�J �� . .> �lu�r, ©�✓Cv�Y' u hrl� c.1cE.rs 7� 79 '—f' � �rbsJ, � la/�fi�/•rte icfa�s 7a� S Ano," erg ."d:-yL G \ eDcew e 41L__ r•"- ,��1 ibt J._�7�a 1�6 Ae409* ,. / ems_ Of 7-41 oo'��*7z /s"z �" t? i <-.-f f�� /L�-C o�i/tel ►�' / ��'!J/'f'o7/C1/rl4`1/S ,�i%�,.�,f �"" --� �/�4�if� �TT ?'� 6?�� ,/ • !jC s6nQc�l<< z� �T- . z c ems 1 �� November 13, 1986 CITYOF TICFARD OREGON 2.5 Veors of SeMce 1961-1986 Ms. Janette McWilliams Northwest Bonding Agency, Inc. P.O. Box 1448 re: McDonald Acres subdivision bonding Beaverton OR 97005 Deir Ms. McWilliams: As per our discussion on November 12, 1986, the city is requesting that Pete Janzen bond or complete the remaining incompleted public improvements for McDonald Acres. Until such action is taken, the city is witholding building permits. Items remaining are: 1. Asphalt overlay on all streets within the subdivision. rhe city engineer's estimate for this work ii $9500. This value should he used for bonding purposes. 2. Sidewalks on 6 lots, totaling 2,169 square feet. Engineer's estimate for bonding purposes is $` ,422. See attached "Exhibit A". The city is requesting a performance bond for a period of 9 months, or approximately the end of July, 1987. This bond is considered an extension on our Subdivision Compliance Agreement with fete Janzen to complete the developments. Upon ccmpletion of these items or portions thereof, the city will allow the bond amounts to be reduced. Reductions should not occur more than once a month. A maintenance bond will not be required upon completion of th^ improvements. Please contact me should you have any questions. Sincerely, Randy S. arno Engineering Services Manager RSC/jdo cc: Pete Janzen 9880 SW McDonald St . Tigard OR 97223 13125 SW Hall B".PC) Box 73397,Tlgarrl Oregon 97223 (503)639-4171 EXHIBIT "A" McDonald Acres Incomplete sidewalks as of November 13, 1986: Lot 2 210.02 Lin. ft. Lot 4 32.90 Lot 5 32.90 Lot 13 37.42 Lot 18 69.79 Lot 19 50.75 TOTAL 433.78 Lin. ft. 433.78 x 5'-2,169 sq. ft. 2,169 sq. ft. x $2.50/sq.ft.- $5,422 O'DONNELL, RAMIs, ELLIOTT & CREW MARK P 0DONNELL ATTORNEYS AT LAW CANSY O/FICC TIMOTHY V RAMIS 191 N GRANT, SUITE 202 KENNETH M ELLIOTT BALLOW & WRIGHT BUILDING CANBY,OREGON 97013 STEPHEN F CREW 1727 N W HOYT STREET 1503126Ei-1149 CHARLES E CORRIGAN' PORTLAND.OREGON 97209 JOSEPH M SULLIVAN 15031222-4402 ADMINISTRATIVE ASSISTANT KENNETH H FOX -- MARGARET HAND SUSAN I BOYD JEFF BACHRACH PLEASE REPLY TO PORTLAND OrnCE SHARON L WILLIAMS KATHERINE A FLYNN MARK D WHITLOW OF COUNSEL • ALSO ADMITTED TO PRACTICE IN STATE Of WASHINGTON November 11 , 1986 Ms . Marge Brockway California Department of Insurance 600 S. Commonwealth Ave. , Room 1401 I,os Angeles , CA 90005 Re : Surety Insurance Company of California : Liquidator's Claim No. SIC-4-03385-0361150 Dear Ms. Brockway : This letter is to confirm our telephone conversation of November 6 , 1986 . It is my understanding that the bond issued in September, 1983 by the Surety Insurance Company of California was discharged in August, 1984 . It is further my understanding that liquidation proceedings will be prolonged. My office will contact Ms. Hope Becrril in approximately six months to monitor the status of the liquidation proceedings. Please advise me immediately of any change in status or if we should be contacting someone else in your department. Thank you for your courtesies. Very truly yours , O' DONNELL, RAMIS, ELLIOTT & CREW Kenneth H . Fox Of Attorneys for the City of Tigard KHF:dd cc : Ms. Hope Becrril J. A. Morton, Deputy Insurance Commissioner Mr. Randy Clarno, City of Tigard O':.JNNEI ' RAMIS. ELLIOTT & C .W TTORNEYS AT LAW J 1727 N W HOYT STREET C nl PORTLAND, OREGON 97209 15031 222-4402 �n I . y DATE November. 11 , 1986 TO City of Tigard - McDonald Acres File FROM KHF RE Status of Proof of Claim Against Surety Insurance Company of California This memorandum summarizes the status of the City of Tigard' s Proof of Claim against the Surety Insurance Company of California. Our Liquidator' s Claim No. is SIC-4-03385-0361150. Reference for this file is to Peter and Carrie Janzen. Proof of Claim was filed on October 30 , 1984 . On November. 6 , 1986 , 1 telephoned the California Insurance Com- missioner ( telephone (213) 389-9500) . The contact person for this file is Ms. Marge Brockway. Ms. Brockway reported the following: 1 . The bond that was issued to protect the City of Tigard in the McDonald Acres Development was discharged in August, 1984 . Consequently, there is no bond on the sidewalk and AC overlay. 2 . It is too early to determine the status of the Surety Insurance Company liquidation. It could he six months to a year before there is any activity on our Proof of Claim. The correct contact. person for pursuing proof of claim information is Ms. Hope Becrril (213) 389-9500 . We should contact Ms. Becrril in May or June of 1987 . Based on the information above, two tasks remain: The first is to work with Bob Thompson to assure that. Pete Janzen obtains a new bond to protect the City through the maintenance period of the McDonald Acres Development . Second, our office needs to monitor the progress of liquidation of the Surety Insurance Company of California . KHF:dd 11 /11 /86 cc: Original Memorandum to: Bob Thompson, Public Works Inspector Copy to: City of Tigard - McDonald Acres File T a-Acl C. f"Yo•,l ; Oo 6 7-;�UrtobT.�. //- G - 86 ,,5-c4 E'oc,/ , �� -5n0 /a 14c,r S .Z a/keJ to ke4 Fncity G7`t`o•-4el6 o cl o-y\ �Vc Dora �d -r4 6rn,4 / e IJ /51 4/v G'a v d . Co>A F57s c r ow 400l or a- SAO.,- 1p.0-son 60okj { � c /lek- , e.--,�, S 4. c s 'ecl.,td u s t �c� 6w. d f'o �•.., 6 ccel�f., �� 9�'l`��+1► �c /L¢�� Gam � � w��. /c! `�i,;e �...� .To•�-� �..v�,...d r ('sa r �o(� •,�r f / / Po.ey,441►'f s 6�./' , { ��I w.¢.ce ,t�,..7� �p�,:.y �i O'DONNELL, RAMIS, I DATE September 29 , 198 ELLIOTT & CREW ATTORNEYS AT LAW TO Bob Thompson - Tigard Public Works 1727 N W. HOYT STREET PORTLAND. OREGON 97209 FROM Ken FOX - City Attorneys Office l 503 1 222.4402 RE Bond for McDonald Acres Sidewalk and AC Overlay I enjoyed meeting with you on September 24th. This memorandum is to sumunarize my understanding Of the issues surrounding McDonald Acres and the action you would like our office to take. On September 27, 198.3 , the City of Tigard released a letter of commitment in the amount. of $126, 556. 14 . In place of this released bond, a maintenance bond was substituted in the amount of $25 , 311 . 23 . These bonds were issued by Lincoln Savings & Loan. On September 30, 1983, a contract bond was issued by the Surety Insurance Company of California in the amount of $37, 611 . 23. On October 1 , 1984, the Insurance Commissioner of the State of California notified the City of Tigard that the Commissioner had been appointed liquidator of the Surety Insurance Company of California. On October 30, 1984 , the City of Tigard filed a proof of claim in the amount of $37, 611 . 23 as the bona amount for "certain items within subdivision not ye+- completed. " The liquidator claim number was SIC-4-03385-uj61150. On October 8 , 1984, Pete Janzen, McDonald Acres developer, wrote to Bob Thompson requesting a one-year extension for installing the final asphalt lift and for completion of sidewalks in the subdivision. On November 8 , 1984 , Mr. Thompson replied, stating that a performance bond would be required in order to allow a time extension for completion of work. On June 30, 1986, Bob Thompson gave written notice to Pete Janzen that Mr. Janzen was to either complete the work or issue a new performance bond prior to July 15, 1986 . If this was not done, the project would be turned over to the City Attorney for further action. On September 22 , 1986, Pete Janzen sent a letter to Bob Thompson stating that a bond company was willing to issue a bond upon receipt Of certain informa .:ion from the City. Bob reported that he would like our firm to explore the following issues: (1) Whet'ier the bond issued by the company subject to liquidation is still valid or can be claimed against; (2) Whether the City would be required to foreclose on the remaining lots to obtain sufficient funds to complete the improvements; and (3) Whether Pete Janzen would be able to post a new per- formance bond. Page 1 O'DONNELL, RAMIS, DATE September 29, 19£ ELLIOTT & CREW ATTORNEYS AT LAW TO Bob Thompson - Tigard Public Works 1727 N W. HOYT STREET PORTLAND. OREGON 97209 FROM Ken Fox - City Attorneys OfFice (503) 222-4402 RE Bond for McDonald Acres Sidewalk and AC Overlay Bob reported that the City would require a new performance bond in the amount of $18 , 000 to secure performance on the final street lift and remaining sidewalks in the subdivision. Bob further reported that the City does not require that the work be completed within a certain number of days so long as a new bond could be issued. Any new bond that would be issued would guarantee comple- tion of the work within nine months . Bob reported that a maintenance bond would no longer be necessary on the original work performed due to the elapsed time period and amount of work remaining. Bob further reported that, if the City were to complete the final lift and sidewalks, a maintenance bond would not be required on this remaining work either. It is unclear whether a maintenance bond would be required if Pete Janzen were to perform the remaining work . KHF:mch 9/29/R6 Page 2 September 22 , 1986 R. L. Thompson Public Works Inspector City of Tigard P. O. Box 23397 Tigard, OR 97223 RE: Bund for McDonald Acres Sidewalk and AC overlay The bonding company has requested a letter from you specifically stating: I. What type of bond you are requiring 2. The dollar amount to complete ($15 , 200) 3. The term required (one year) 4. What portion of the work has been completed thus far and that this work has been accepted. Please address said letter to Northwest Bonding Agency, Inc. , P. O. Box 1.448, Beaverton, OR 97005, Attn : Janette McWilliams. Please contact me if you have any questions. Sincerely, i Pete Janzen � t R . L. Thompson Public Works Inspector City of Tigard P. 0. Box 23397 Tigard , OR 97223 RE: McDonald Acres Sidewalk and AC Overlay Dear Bob: Regarding the outstand items , I requested a renewal of the perfor- mance bond we had last year and was given to understand that this would be no problem since the amount was substantially less. However , this company has apparently gotten out of the market for bonds of this type or has changed its underwriting rules to refuse companies which are small . My agent found another market which we submitted an application for but they have refused to write in this small amount . My agent has found an additional market and we are submitting an extensive application but I have not yet heard whether they will accept the risk even though I have substantial collateral and the bond is quite small . I 'm sorry this has taken so long to resolve and that the matter is such a problem. I have been working on selling the last five lots and it looks good for completion in the next few months. I have a bid on finishing the sidewalks and AC overlay ready to go . I appreciate your patience and concern. Please let me know if there Is anything else I can do to take the pressure off your office. The current bond application is through Northwest Bonding here in Portland . Their number is 643-8461 (Janet) . Sincerely , i Pete Jenzen r PJ/ss i � �►� �, r f Cti. r s i s s c�.�� y G �� � �- l' 71 � r- 3G� �o�.T ESTIMATE-BID ASPHALTIC CONCRETE PAVING 771-1153 TENNIS COURTS FILL MATERIAL t EQUIPMENT RENTAL. PORTLAND ROAD & DRIVEWAY CO., INC. 7295 S. E. KING ROAD ESTABLISHED IP29 PORTLAND. OREGON 07222 nnTE: July 17, 1986 Pete Janzen J,,F, Street Overlay 9880 S.W. McDona.ld S t . 'riga.rd, Oregon 97224 LOCAI,ONMcDonald Acres Street Overlay On S.W. 98th, S.W. Elrose St . , S.W. Janzen Ct . And One Half Of S.W. McDonald St. Approximate Areas 5075 Sq�!are Yards Clean Existing Asphaltic Concrete Surfaces Apply Tack Coat .1" - O.S .H.D. Class "C" Mix Total. Price . . . . .$1.7,435. 00 Note: Terms Are Net 10 Days . 1'I EASE SIGN AND RETURN BOTH COPIES. PORTLAND ROAD a DRIVEWAY CO..INC. 'y )UR COPY WILL BE SIGNED AND RETURNED. ACCEPTED BY: my—. - - — Ronald D. Stager Estimator/Superintendent Past Dae Accounts Ate Sub-iect To 1' % Service Chnrgn Ppr Min*h Pete Janzen 9880 S. W. McDonald Ave. Tigard, OR 97223 July 7, 1986 Mr. P.L. Thompson Public Works Inspector City of 'Tigard 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, OR 97223 REs McDonald Acres Sidewalk and AC overlay Hi, Bob Thompson: In regards to the overlay and blacktopping on McDonald Acres, I have been busy contacting contracting com- panies to get a bid on the overlay. I already have a bid on sidewalks for bond purposes, but am waiting for costs on the overlay from good com- panies. I have also contacted my Bond Company and all I need is a cost of the work and materials to post my bond as soon as possible. Sincerely, Pete Janzen c n. r C. o ` BARS2" o.c. 3'- t' }t< r'' �I " WROURIiT �tON UN Y�1.DE0 UTILITY STRI t 6 �ME AND i IIT. P (IftaTE-SEE DETAIL :rM:.dd r!- / '11 a v1:• l, 8 I 1 BARS•1 <aN CROWN T J0Cj Z 84 oft* � , O _ 1 Aaf bOn --� p R _ ' L SIDEWALK SLOPE 00208 2'-9-7/ef' „ „ RAMP SLOPE 0 0917 2'- u � _ E�. . GUTTER LINE 2 CLASS C ASPHALTIC CONCRETE �Q � r•MAX. +1 SEM 2 314e'- O" CRUSHED ROCK/GRAVEL - r ' NOTE : a " 2" - 0" CRUSHED MOCK/ GRAVEL MOP - - GRADES �' ���'` -GRADES SHALL NOT EXCEED 1.2% ON ��r► ► LOCAL STREET,' P.T (21 1 -' • . CURVES SHALL NOT NA AN -' -2-I/�'1c2 �ItJ✓p HAVE LESS THAN IOOFT. CENTERLINE RAVII ON LOCAL STREET. r•... .. PLAN VIEW ..L INTERSECTION ALES SMALL NOT EXCEED �' 600, UNLESS THERE 08 SPECIAL INTERSECTION T DESIGN. :,�.• P L �}QlIE 'INCH OVERLAY REWIRED. WITHIN (ME YEA ,ICY 4, -LOCA. T �EC`710N,,.—_ 51 __•__ -- ----. _ .a 1/2"MAx ....................... .'� STREET .. r +-.te r--� _- --- _ _� AO. an �•. — a.J - --- — - -.EXiS.TING ___.__�.___. _a .ti 06 1 , -- SECTION C-C 3/4"-O" CRUSHED ROCK I EVELING IJO i. • COURSE AS SOIL CONDITION REOIIIRE _ 6'- 0" 1/nvie5 If- �wo�Z� w��' �a�es ��, n ,.. t...._2 -9-7/8 NORMA r 2? Wtsfof `�9 �rOV� l.a �, ' r .. I tih c+.�r-�(s� PGv �o� � ,ro ( L� T SLO i .. ---5'-0 3'-0 of 98 i CONCRETE BREAKING STRENGTH TO a F BE 3000 PSI AFTER 2►3DAYS BIc.�YCLE NHEELCHAIR RAMP41xlf DRAIN ` w ----»•-____ in r TLE-WEEPa ► 0'- s' - t '� DRAIN GRD A SM-GRADE BLEND A/C TO MATCH C L _ r EXIST PVMT �y C/L Q t 2 : 1 10r17 --- �. - - - - E x i S T P V rel T. -__ - �• _ s. \ 1��� CCU!! .: :! �� ,• ' I �,t - '"- �♦�.�tk>JAtCE u.�.•r" L �.Ac��rc. - 1196" STAN AR CURES2 . CCASS"9. 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Z I Il!!11u11111uIn111nn1111111m11n11n1r�uululllllll11u11uuI�u1Lu11i�i11uuIn111unlulllnulnullnllnn11u1111nlllulnulnnllnllnnllullllll�INIIIIIIIIItIIIIItIIIlIII111IIIIlII111ININ1111�111111ullunllnlllnllullllwllwlUJ�wl>>llullllllllul►IIIIIIII�IWI1111 ; JULY 119 92 ti STANDARD MH, FRAME A COVER S-2.1/2 --- FINISH ORAD[ �� Q SET FRAME STEPS " 19 SPACES -2110.C. 31-2" •!t,':. IN MORTAR GROUT I MAX. 2" BAR-1/2i1x2"It31.2 211 / I { . 4 CONCRETE EXTENSION �I � \ -- �' - - - - - - - - - - - - B 8 RING INSTALL AS REQUIRED ' TO BRING MH. COVER S \ \�� �_ 1 • P= '1 FRAME TO DESIGN GRADE. �- ` `� 1 / ' �` % I ` 1 } ECCENTRIC • - ♦ I 1 7 (man I I I III j MH. TOP--* -_ L�_ u uu1juuu �- - L r I __ _ uju — y MIN. ' RAM -NEK JOINT I _ S-3 3/411 °D s MATERIAL OR EQUAL ( I ,� {I 6 �---- 2-103/4 —+� 6 Q % "• ` i; . I I I/ 3 3 3'-10 3 411 I2" „ 1 w r I - !/ C - SECTION 0- B / (2) – 2-V, x 2'1/2 x V6 x 3-3.3� Ih 1 I2 ! a "? �, ELEVATION 1'_4.V2" .• STEPS a N 300 o -- - BOT TaM OF W w Z(2)_2- nx2V2.Ix3/8„x2'-3" 1• DITCH + 1� , <ST D 46 ". COMPACTED GRANULAR i aMH. RISER-0-f.. T __ BACKFILL NOTE 1 b'�, VAF< ABLE a I -� '' 41eo I . e• -� UN DISTURBED I. INLETS-OUTLETS A9 REQUIRED A.V. > • 2' MAX 4 Olga° o •ov, p EARTH 2.WHEN SEWER ENTERS ABOVE FRAME AND GRATE DETAIL „ j o• ,� p 0 O 0 -� -1 _ .� a o a SECTION C—C A o ., < ' „ DITCH SECT/ON INV.TU I V. BOTTOM OF MH FORM A s� v FILLET OF GROUT OR CONQ 6 Oft. SLOPE 414. . ;, b h"p F AS INDICATED. T MAKE SURFACE SMOOTH B � 'SII-+�+ 111' T _ "• .O.:o - '•.' � FORM BROOVEO INVERT e •',: a ,' , . . �/ TO DIRECTION OF FLOW SECTION A-A KF i x ° b;° a ° v v v a p 0 0 0 0 a o 12 LAYER COMPACTED Y . 0 • GRAVEL (3/4 -1/4 ) 6'-0" MIN. r -Field lnlet Detail I , Manhole Fetal 1 . .:X NOTCH LID FOR f LIFTING HOOK EASEMENT A19EAS TR/tVE-LED ?lGN7S OF Wt1Y I TRENCH WIDTH TRANSVERSE EXPANSION JOINTS � � __.. �•:' . _ / � - -- - - - - -- -- --- � 1 oa ^ MAXIMUM �PERMI � i III 1O 0 11- Ill = AT SSIBI E NATIVE �. • I 1 "' !. TO 8E PROVIDED AT EACH POINT OF ' 1 / 1 �' III N o oN TANGENCY OF THE CURB & AT BOTHER MATERIALS -� � I 2"- 0" CRUSHED ROCK, CLEAN, �Il �0 I I T , ` 6 ABOVE TOP OF PIPE I _ aR aN 1 �s 0 �� I N _ LOCATIONS AS REQUIRED TO LIMIT THE DENSE , H D D COMPACTED. a SPACING TO A MAXIMUM OF 20 FT PIPE SIZE TRENCH WIDTH - \�� Ct 1 4 0, I _ 2. MATERIAL TO BE PRE MOLDED NON- 6 2' 011 i a EXTRUDED MATERIAL WITH A MINIMUM --- --- - --�� - ;' THICKNESS OF 1/2" a 2' 0 �{ �- - TRANSVERSE CONTRACTION JOINT _ I J/4 1 /4 „ �• I SELECT GRANULAR MATERAL I. SPACING TO BE NOT MORE THAN 10 FT i2_ _2 6 IN PIPE ZONE 9596 COhll\11CTION 2. DEPTH OF THE JOINT SHALL BE AT 14 " 2' e" A v II LEAST ONE FOURTH OF THE CROSS - COVER !! FRAME TO BE MACHINED ",. TO A TRUE BEARING ALL ARAUND 16 " 3' 0" CONCRETE BREAKING STRENGTH ;- Man hole Cover Detail I TO BE 3000 P.S I. AFTER 2e DAYS . � 4 _ PirF 0 ZONE �. } I 24' 3' 10" - 4" MIN ur D 4 i I 3 ( 3 3/4"r 2! q I EDGE w . N CURB CQ TSMIN ON SAME EPROPERTY. �- Q3 a lo' -_-- Trench S e c t/on JOINT ACCESS . �_ (AGREEMENT) ( - h :a• a as' ' n" — � • p 4 2 r' 5' 6„ 4, R/W J CURB -- — — — — --- I — — — — — — — •— _ . �. ;d . 4 9 6 0„ CURB a p• p o d - -_ -_---r I - s R, . . . . .-. .. .-... . — _ 4 - R/W , 0 d 4 4p 4 / 8 �,Z I wee f /./0 Sf rlt/ Slwtr ,t�l/�'/ K 4 O 4 d •Q : d - REYISION DATE 1 --------- DEMMIPTION '-------- AY Mfr'' I 4 " d , _ . o QQo�4 ,� o 0 0 Owners R/chard � .Tudi 5tOCk fate f Ca Pyle Tanner► Tigard 51 MIN BETWEEN ADJACENT ( 30' MIN. BETWEEN opod e DQ p p a .�4 • 4 ,`���� Erk!�� I,� �O PROPERTY LINE 13 ACCESS. INTERSECTING STREET n 4 , a • ' ' c-, -,GI N4 ,� JOS N"___ ___r __._______ ?; R/W S PROPERTY n�� v '� , ` _ °A __o C`?` �' 9694 ---- ` � rn/ ,' -1 _ DI SIGNO BYr---v..•.C:r_!'-_- McDonald Acres ACCESS . ,P , t — De tolls No to s O P F c oN TRApD Arr_. �M_,._- ;7` ALL CURB CUTS TO BE MEASURED cHECICEo BY,_.. .�..-...... .* ' FROM TOP•OF•CURB TO TOP-OF CURB, _ C I /,, 1 •Lq p M JP — a CX V r U D e. / a t � DATEt .�I-:��/CQ�.._.. SCAICy I!_ �^ �' ------- SHEET- 'y - - OF y �NllMr �q MCl�CIP1AIsI] ACEE APPROVED RYI DORNS�RN TUNIKS & MURRANG S, INC. r ----------- PORTLAND OREGON Ilk, ' • r �. , ,t•t - At tltlll�l� Jill fIll 111111�1111�;,1'IIIIyI+i1+�I;iitlllllllfllltll.l11.�j11i11 1(III�IIII11111III11 IIII111IIIII��III�IIIIII1111111IIIII111I11111I11111IIIIIII1�111 111If111111�1111111I1111��11111 t , I +«r. . f NOTE; IF THIS MICROFILMED I 2 3 4 5 6 7 A 9 1 0 II 12 I _ DRAWING IS LESS CLEAR THAN THIS NOT ICE•I-•11 I S DUE TU �. _TM QUALITY OF THE ORIGINAL � . • , DRAW ING. QE 6Z 9Z LZ 9Z SIZ t►Z EZ ZZ IZ OIZ 61 131 1.1 91 SI bI EI1 21 11 0I.1- 6 9 L 9 IS.•. •-10 E Z Il-swa�w 000000� r�IIIIIIlI1111111UI11uluuI1H11uUII11�,IIIIIl1111111111111111aIllullullmllanlp11�11111111111111�tltlllltl�tllllllllllllllttll)N{I�IIIIIIIIIItlll�llll�11t19111111{I�Iltt�ttlj]IIIIIIIII�IHINi111�111111111�1111�I111�1111�11111N�llll�llll�llllU�IIU�I1lW1UI11N - r , JULY 1 1992 r. CITYOF TIOwARD June 30, 1986 OREGON \ 75 Veors of SeN1-ce 1961-1986 Pete_ Janzen 9880 SW McDonald Ave. Tigard, OR 97223 RE: McDonald Acres Sidewalk and AC Overlay Dear Pete: We must insist that you place the A.C.,. Overlay and complete the sidewalks .rich ,your project at this time, or , bring in a new Performance Bond in the : --.punt to cover all outhranding items (Overlay and sidewalks). We need this by the 15th of July 1986, OL we will have to turn your project over to our attorney for completion. If you have any questions, please call our office. Thank you, P.L. Thompson Puhlic Works Inspector file / 1e 7z 711Tell �s lam, 13125 5w Hall Blvd.,P 0 Box 23397, Oregon,T1 ardOr on 97223 (503)6,39-4171 — ---� G ---1111111111111111111A << CITY OF TIGAI(D Scwcc- T.V. Inspection Report IG f TH .0, 146 D,It` -- _ Indicate north Location ,«�Q-� � CC Upstream t1-if'. No Tape No . Operator Begins at M . H . No .- -__— 6 goes No -ZC' .-- [o tt' ------- W/ Flow __-A/Flow_ Flow at start _Sanitary _ - JLorm Diam . �� fj n ,�__�Length Type���_Weath . Cond .�7�_� Meter Seting_ j Upstream -H-.-" . Condition �p �s Main Stab A B C D Exit Stab FOOTAGE REMARKS - TAPE MIN . --- CITY OF TICARD �� I / Sewer T.V. Inspection Report h Date _ ,z�" Location 14? Indicate Nort Osfp , W JVe TN Upstream M. H . No . _Tape No . 7_ Operator__ Begins at M . H . 0. b goes— ��•_--to M . H . No . W/ FlowA/Flow--,_ Flow at start Sanitary—_ i I Storm Uiam. 1ff Length —_Type,:,,�e� Weath . Cond .�L Meter Setting—_7,g6 Upstream M .N . Condition i i Main Srab;j4?_A B_ C_ _-D-- -Exit Stab— FOOTAGE REMARKS--- TAPE MIN . _ ,5:D i t _ f, 0 1 SI 2 f-s V-4 l.r 1h.G,!r' i v. �-O �.' t._•�\ Gu l"' /--' �ti..�. S 1 �...5 l E% Fr� • �1--- G �1�`Cv r w+� •n LQ Lc.5 In C` r-• f� ,r`. d�J�� �. u _ � rw .`,rte r.� ✓�n C.)�.J V...''�' !J`� i: . , , tr Lk 1 , J r r ��.> �1 f.1 V Wit,�✓ (V r em 1 t-Q i I f I 4 7 1 l crG✓1 G�v 1 ) S ILS r �O v>�-► • ��u C \ VJ 1 ( bti v` In�.� �r h cJ G(,-a� C '`� Le v_ l Q Y,'j��v\5 I o yam, c� V-\ o— V G I �_ LL,�V%r- C) December 10, 1984 CITYOF TIFARD WASHINGTON COUNTY,OREGON Pete Janzen 9880 SW McDonald Ave. Tigard, Oregon 91223 RE: McDonald Acres Dear Pete, In requards to your letter of November 16, 1984, we would be able to accept a new bond covering the completion of the AC overlay and the completion of the remaining side walks within your project. However, we would need a new engineering estimate or a copy of your contractor's bid for these items. The new bond should be in the amount to cover this new estimate. When we receive these items, we will recommend to the City Council to give you a one year extension. 1 Sincerely 4Aovl*— Robert Thompson Public Works Inspector RT:dmj/0848P �' .:r�4, . , ,r�, •' l f �, jYy, M1.yam., .�f .,: , 12755 S.W.ASH P.O. BOX 23397 TIGARD.OREGON 97223 PH:839.4171 PETE JANZEN MCDONALD ACRES NOVEMBER 16, 1984 CITY OF TIGARD 12755 SW ASH TIGARD, OR 97223 ATTN: ROBERT L. THOMPSON RE: YOUR LETTER DATED SEPT. 11, 1984 DEAR MR. THOMPSON: OUR ORIGINAL MAINTENANCE BUND WAS IN THE APPROPRIATE AWARD OF $37,000. SINCE THAT TIME, WE HAVE DEVELOPED LOTS 1, 17, 16, 15, AND 1 W111CH SIDEWALKS HAVE ALREADY BEEN FINISHED. ALSO, TWO ADDITIONAL LOTS BEING 9 AND 14 HAVE BEEN SOLD AND CC&R'S ACCEPTED FOR THE RESPECTFUL BUILDERS TO COMPLETE THESE SIDE- WALKS. 279 FEET OF SIDEWALKS HAVE BEEN COMPLETED WITH ADDITION OF THE OTHER TWO LOTS WHICH WILL. AI'D ANOTHER 17.5 FELT APPROXIMATELY TO TOTAL 904 LINEAL FEET. THIS FOOTAGE HAS REQUIRED APPROXI- MATELY $6,378 EXPENDITURE. THE 'JALANCE SIDEWALK FOOTAGE TO BE INSTALLED IS 759 LINEAL FEET. THE 1" OVERLAY ON THE BLACKTOP HAS BEEN BID NOT TO EXCEED $10,000. WE WOULD APPRECIATE IF THE CITY WOULD ALLOW US TO CONSERVE COSTS ON THE AWARD OF THE BOND BY REDUCING THE TOTAL OF THE BOND TO ALIGN WITH THE ACTUAL. LOTS UNDEVELOPED TO COMPLETE SAID WORK. IN OUR ESTIMATION, THE BOND COULD BE REDUCED TO COVER THE ACTUAL EXPENDITURES WHICH WOULD BE INVOLVED TO COMPLETE THEPROJECT. A BOND 114 THE AMOUNT OF $15,000 WOULD COVER THE TOTAL EXPENDITURE. I WOULD APPRECIATE YOUR CONSID- ERATION IN THIS MATTER. THANK YOU, PETE JANZEN MCDONALD ACRES PJ/DC aw `-;TATE OF CALIFORNIA CEORGE DEUKMEJIAN, Governor DEPARTMENT OF INSURANCE 600 SOUTH COMMONWEALTH AVENUE Receiver) �� 1' y�'h .l. LOS ANGELES,CALIFORNIA 90005 EI q Ea fk: Alp19H NCty 1 �� 4 �' 8 November 1984 CITY OF TIGA.?p Tigr.ad, City of P.O. Box 23397 Tigrad, OR 97723 Reference: Surety Insurance Company of California Liquidator's Claim Ac: SIC-4- 03385- 0361150 Peter & Carrie Janzen The Insurance Commissioner In his capacity as Liquidator acknowledges receipt of your claim form filed in the liquidation proceedings of Surety Insurance Company of California. The amount of your claim has been recorded as $37,611.23. Please use the above l,iquidator's Claim number in any future correspondence, and advise this office of any change of address . Very �ruly yours, / �- J. norl0 D puts Insurance CiAnissloner SICIOS99a CITYOF WARD November 8, 1984 WASHINGTON COUNTY,OREGON McDonald Acres 9880 SW McDonald Tigard, Oregon 97223 ATTN: Pete Janzen RE: McDonald Acres Dear Mr. Janzen: In regards, to your request to extend your time frame for completion of your project, we will need from you a Performance Bond in an amount to cover the cost of. the A.C. Overlay, the uncompleted sidewalks and also a Maintenance Bond for one year to cover the Total Project . When we receive the Bonds we will recommend to the City Council to give you a one year extension. Sincerely, R.L. Thompson City Inspector (RLT:cz/0763P) cc: File 12755 SW ASH P 0 BOX 23397 TIGARD, OREGON 97223 PH 639.4171 - __J Milwaukie InTootmont Corporation 220 5:S-.-WA&H 4GT0N -- - --- -- - hu 9-72 (501 2-04-9660 MCDONALD ACP-' S 9880 S.W. MCDONALD TIGARD, OR. 97223 OCTOBER 8, 1984 CITY OF TIGARD 172.55 SW ASH TIGARD, OR. 97223 ATTN: MR. THOMPSON DEAR MR. THOMPSON: PLEASE EXTEND THE TIME FRAME FOR ONE YEAR INSTALLING THE ONE INCH LIFT FOR ASPHALT AND FOR COMPLETION OF SIDEWALKS. THE MCDONALD ACRES HAVE TWELVE LOTS LEFT TO BUILD ON AND HAVE NOT SOLD OUT DUE TO *rHE SLOW ECONOMY. SINCERELY, PETE JANZE : a S . M N N 0' Qi LD Ln Q I- S O U- L • OLnd h- Ln CL F .0 o Z 1 F- � N CN 1t N N 0 a z N z_ vi N �n yO T0: THE URANCE COMMISSIONER OF THE STA7 )F CALIFORNIA 600 South Commonwealth Avenue, Roo. 1401 RFCEII/E� Los Angeles, 0 (213) 736-2564or (213) 089-9500 �(, l 1984 Liquidator of Surety Insurance Company of California CITY OF TIGARD PROOF OF CLAIM (See instructions enclosed) Tigrad, City of Tigrad, OR 97223 Total amount claimed $ 37.611 .23 (Bond amount for certain items within Subdivision not yet Completed.) I declare under penalty of perjury that the foregoing is true and correct. (" ignature of Claimant Jerri L. Widner, Finance Director City of. Tigard Print Name 93-05 0394 0 Social Security or Tax I.D. Number P.O. Sox 23397 _ Address - Tigard, Oregon 97223 _ City, State, Zip ( 503 ) 639-4171 Area Code, Telephone October 30. 1984 -- Date THE FINAL DATE FOR FILING IS MARCH 5, 1985 Liquidator's Claim #: SIC-4-03385-0361150 Reference: Peter & Carrie Janxen Date of this Notice: October 1, 1984 (Form #0117x) Cirf(WTIGARD WASHINGTON COUNTY,OREGON September 11, 1984 Pete Jauzen 9880 SW McDonald St. Tigard, Oregon 97223 RE: McDonald Acres Dear Sir: This is to remind you that your Maintenance Bond is about to run out and you still have several item that need to be completed before we can release your Bond. Please take care of these items right away or renew your Maintenance Bond. Let me know what you plan to do. Thank You, .� oe' '/ Robert L. Thompson City Inspector (RLT:ca/0619P) cc: File --- 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH.639-4171 I i it I Ji I NOTICE TO ALL, FORMER BONDHOLDERS, PRINCIPALS, OBLIGEES, CLAIMANTS, CREDITORS AND SHAREHOLDERS OF SURETY INSURANCE COMPANY OF CALIFORNIA, AND TO ALL PERSONS HAVING A CLAIM AGAINST SURETY I14SURANCE COMPANY OF CALIFORNIA ( Insurance Code Section 1021 ) This is to advise you that on August 20, 1984 the Superior Court, County of Orange, issued its order appointing the Insurance Commissioner of the State of. California as Liquidator of Surety Insurance Company of California. WHEREFORE, any and all bondholders, principals, obligees, claimants, creditors, shareholders or Gther persons having a claim or demand of any kind against Surety Insurance Company of California are hereby notified to file their claims together with proper proof thereof with Bruce Bunne-, Insurance Commissioner of the State of California as Liquidator of said Surety Insurance Company of California, Attention Ronald G. Rosen, Conservation and _Lquidation Officer, Room 1401, 600 South Commonwealth Avenge, Los Angeles, CA 90005, on or before March 5, 1985. Any such claim should be set forth in writing and under oath on a form prescribed by said liquidator, indicating: (a) The particulars thereof and the consideration therefor; (b) Whether said claim is secured or unsecured and, if secured, the nature and amount of such security; (c) The payments made thereon, if any; (d) The sum claimed is justly owing from such person to the claimant; (e) That there is no offset to the claim; (f ) Such other data or supporting documents as the Commissioner requires; The rights of bondholders, principals, obligees, claimants, creditors, shareholders and all other persons interested in the assets of said Surety Insurance Ccmpany of California, a California corporation, are fixed as of August 20, 1984. No claim arising out of an incident or accident occurring subsequent to said date will he approved. This notice is published pursuant to the provisions of Sections 1021 and 1022 of the Insurance Code for the purpose of liquidating and winding up the business of Surety Insurance Company of California, a California corporation, and .all such persons are hereby warned that unless such a c' .,*m is filed in the manner and within the time herein specified, such claim is ,lot entitled to filing or allowing, and no action may be maintained thereon. BRUCE RUNNER, Insurance Commissioner RONALD G. ROSE Con. tion 6 Liquidation Officer C. :4 -ctions for Filing and Proving ims prc,()f ()f claim must contain the following facts: 1 . signature of claimant, name and address of claimant, printed or typewritten. All notices regarding claims and all payments on claims, if any, will be sent to the address shown on the claim form unless written instructions are given to the contrary. 2. A concise statement of facts constituting the claim and the total amount claimed, to be written in the space provided or on additional pages which you may attach to this claim form. 3. Nature and value of any security held by claimant for his benefit, includintg funds, securities, or contracts covering the loss. The following documents sustaining the claim must be submitted before the claim will be given consideration: 1 . Any contract on which the claim is based. 2. certified copy of the judgment if claim is based upon a judgment. 3. Detailed invoices covering claims for services, advertising, supplies, legal or adjusting services, etc. The original contract must be sumitted with all claims based upon contracts other than insurance contracts. If such contract is oral, give name of person who acted for the company. 4. Proof of authority „lust be submitted to support claims filed by Receivers, Administrators, Assignees, Attorneys-in-Fact, Agents and Guardians. Mail the completed Proof of Claim form to: The Insurance Commissioner as Liquidator 600 South Commonwealth Avenue, Room 1401 Los Angeles, CA 90005 'rhe liquidator reserves the right to require such other information as may be deemed necessary. ;�JL 7 •.iL.•r1Jr LLL LLL.1J...W .W LLL �Lr. ---.....•... .,'- '+", __ .t.. _'•:� .i..,, _ ..�.. -'i'"""•. __��_..- '---- 1 [:; )1 CONTRACT BOND Bond No. 361 1 50 l 1 rN KNOW ALL MEN BY THESE I RESENTS. That we. I'I•.TI';R_nND__..GARRIF. .JANZEN - - — 9910 S . W . McUOP'ALU AVENUE TIGARU , OREGON 97223 called the Prmcrpal. and SURFTY INSURANCI COMPANY of CALIFORNIA, :ailed the Surety. are held acrd Irrmly hound unto Q ITY OF T]GAHD___ T I G A R D . OREGON 9 7 2.2 3_-- - --•—___—�.___-- __-- ----_..�.. _. called the Owner, in the sum of THIRTY SFVFN TH011SAND SIX HUNDRED ELEVEN AIM- 23/ 100 ---------------------- --------------------Dollars IS 37 . 611 . 23 I. { for the payment whereof said Principal and Surety bind themselves firmly by these presents, WHEREAS, the Principal has, by written Agreement, dated �AY��..__ ___.__— , 19_x.3 entered into a Contract with the Owner for —Sll1]IZiYLSLDf1.�LAZ_KI3�_l�Il_AS .MD.ONALIJ—AC-AC -&ECOUNTY. ORF.CUN I i a copy of which is by reference made a part hereof, r� NOW, THEREFORE. THE CONDITION OF THIS OBLIGATION IS SUCH. That if the Principal shall faithfully perforin the Contract free and clear of all hens arising out of claims 'or labor and materials entering into the construction. and indemnify and save harmless the Owner from all loss, cost or damage which Owner may suffer ( by reason of the failure so to do, then this obligation shall be void. otherwise to remain in full force and effect Signed and sealed this 30TH day of _SL P T E MB E R 19-u_. PETER AND CARRIE JANZEN _ _ Principal � C'C-ULAIlt SURETY INSURANCE CO ANY f CALIFORNIA 1 Bit :GW4-k r Attorney in fact Ny s �`r 51110 06 ----- --- -_ -- - - ---- 4r rrl3t.rr-r,sr- •rrtt v,-�r�rnr rr rrr irr.rrn,rrn rrrfinlr?' lrn m�.m��n jrrn�rn�t�rn jrn Rr n� rr;rn Rr jrrlE,^-^T1�1'T err!rr`r v -.• v v'i:• r v v •.! •r • r _ - v v v t� w CS`urely Jn.lurance Company of Ca`cjor'3ia "The Dollars and Sense 5umly" HOME 0VVlCF. iN LA iIABRA, CALIFORNIA Box 2490 Ln }labra,C nIlfornla 90891 CERTiFiED COPY OF POWER OF A'ITORNF;Y IX.ow all"ten 6ly hese resents: That Surety Insurance Company of California, It California Corporation, hay. Ing Its principal Office in the City of Lu Flabra,Co.nty of Orange, State of California, pursuant to the following; By-Lnws which were adopted by the Directors of the said Company on the 9th day of April, 1969 and are now In effect, to-wit: "Article IV, Section 7(b). The President shall have power and authority to appoint Attorneys-In-Fart, and authorize them to execute on behalf of the Company• bonds and undertakings, recognizances,contracts of indemnity, and other writ- ings obligatory In the nature thereof, and he may at any time in his Judgment remove any such appointees and revoke the authority given to them." Has made, constituted and appointed and by these presents does make, constitute and nppoir.t ............................ ura,leen...S......Yat..e ; .............Of. PorLlanda...Ore�on.. .... Its true and lawful agent and attorney-in-fact, to make, execute, seal and deliver for and on Its behalf as surely, and as its act and deed, all of the following classes of documents, to wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding In any court of law or equity; policies Indemnifying employers against loss or damage caused by the misconduct of their employees, official, surety and fidelity bonds. THE AUTHORITY OF THIS POWER OF ATTORNEY IS LIMITED TO One•_Hundred_..Elgh,teen...Thousand,and...no/100...ggl4 s,,.( 1181000.00) FOR ANY SINGLE BOND. THIS POWER OF ATTORNEY IS VALID ONLY FOR A BOND OR UNDERTAK- ING EXECUTED PRIOR ToDecemb , ................. ..............er...........31.........198.................................................... And the execution of such bonds or undertakings In pursuance of these presents, shall be as binding upon said Company as fully and amply, to all Intents and purposes, as if they had been duly executed and acknowledged by the regularly elected o e Company at Its office in Ln Habra, California in their own proper persons. ma ySS-Li�ftE Surety Insurance Company of California has caused these presents to be signed by Its duly t ed officer, a f��c orate seal to he hereunto affixed this 12th January 8'l c � ............................day ot......................................., 19.. .... . I`ICORPMMED o`. SUILLMYjNSURANCE COMPANY OF CAM'tORNIA N � 1 JA"J 31, 1969 a By ........ ........................... ..... ........... John F. Merrill President STA IA $S: COUNTY OF ORANGE On thla1.41iday of..............Januaty A.D. 19.82......, before the subscriber, a Notary Public of the State of California, In and for the County of Orange. duly commissioned and qualified,came John F Merrill, President of SUitr"* iNSURANOF COMPANY 011P CALIFORNIA, to me personally known to be the Individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposed and said that he Is the officer of the said Company aforesaid, and that the sent affixed to the preceding Instru- ment 19 the Corporate Seal of said Company, and the said Corporate Seal and his sigrwtlire as officer were duly affixed and subscribed to the said Instrument by the authority and direction of the said Corporation, and that Article n', Section 7(b) of the Ily-Laws of said Company, referred to In the preceding; Instrument, Is now In force IN TESTIMONY WIIEREOF, I have hereunto set my hand, and affixed my OfflClel Seal At the City of Ln llnbra, the day and year first above written. •••••••'•••6.•••••••••• ......••••• (III 11-IAI.40 At ......Y. Jill. WI((1HFi. �• � / / /D�(////� '•.� �•�: Kl1iAx1I'IINLIC•C'AIIFIIN\I\ - 4��/C�C�✓•��.. �t1'NIVI'II',\LOpt ll'LIV a Notary Public ,� eye' 0itANta:('ucnrr My Conlin Lcr.fci Aid,It, CERTIFICATION •.................................. . 1, Itis underslg,neel, crrtl!I; Ihal i atn Ill.. `:.'rrelnry' of SIIRM.i 1• iNSTiRANCF:COMPANY OF CALIFORNIA nn-i that the t . •:ir of Attorney ro.t.;,Ih, m Inll hu,I old elTect, and has not been revolted; and fuitherrnote that Article iV. t,ertiorl 7(I.) 1ty l nws of IMd r•rnl:,ny as :.et (,)I III in !,;oil Power of Atlririiey, are now in (till fore :Ind rnect. U4 'iE:rrvif(i.4y WilF.i EOP, t hav, hereunto subscribed lily ruuneitd affixed the corporate seal of the sold Company IIt1.4 tl%)ityof .. .... `'eptl'mhe' r ISI 63 G;kAI,) / 4 fitrerelnryry CITYOF TKARD WASHINGTON COUNTY,OREGON May 15, 1984 Pete Janzen 9880 SW McDonald St. Tigard, OR 97223 RE: McDonald Acres Dear Pete: These items still need your Project Engineer's attention: 1. The A.C. overlay on all streets and the 1./2 street overlay on SW McDonald St ; 2. The required centerline monumentation; and 3. All sidewalk and driveway apron installed. When all of these items have been completed and any other maintenance item which may occur has been completed and the one-year maintenance period has been completed, we will then recommend to the City Council to accept the public improvement within your project. Thank you, R.L. Thompson Engineering Service Crew Chief (RLT:pm/0099S) CC: file - — 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 r� G CITY OF TIGARD, OREGON RESOLUTION NO. 83- -/c2 A RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN McDONALD ACRES SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions ; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year .. "• WHEREAS, said Certification has now been received by the Department of Public Works that all requirements of the Subdivision Compliance Agreement have been met except for the following: I. The sidewalks and driveway aprons need to be installed; 2. The A.C. overlay needs to be placed on the streets ; WHEREAS, a maintenance bond is on file with the City and remains in full effect throughout the maintenance period. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within McDonald Acres Subdivision, said subdivision being recorded in Book 55 on Page 24 in Washington County, Oregon, Plat records, subject to: 1. The installation of the sidewalks and driveway aprons. 2. The placement of the AC overlay on the streets, and 3. Any other maintenance items which may arise under the maintenance agreement. PASSED: This _,&L- day of '�cf�f!iP - 19_A�L, by the Council of the City of Tigard, Oregon. - i ��y7 ATTEST: tt ayor / I City Recorder APPR D TO EURM:i y Attorney (BT/dc-0029S) b. Motion by Councilor Brian, seconded by Councilor Cook, to adopt comprehensive plan as presented by staff, with consensus reached tonigl,t, with public hearing set for November 9, 1983 as final adoption. o Mayor Bishop noted he would give further comments at that time. Motion carried by unanimous vote of Council present. 15. Councilor Scheckla requested Consent Agenda Items 14.4 ADJUSTING FY 83•-84 BUDGET and 14.5 IMPOSING NSF CHECK FEE be removed from consent agenda. a. Motion by CouEteilor Brian, seconded by Councilor Cook to remove from agenda. ��\ Approved by unanimous vote of Council present. 16. RESOLUTION NO. 83-91 - A RESOLUTIOI�'-CONCERNING A PLAT VACATION OF LOTS 1 THROUGH 13 OF GMW, SIDE ESTATES, A PLAT OF RECORD, IN THE CITY OF TIGARD-tWASHINGTON COUNTY, OREGON. a. Motion by Councilor Brian, seconded by Councilor Cook, to approve. Approved by unanimous vote of Council present. �r---cs NO one eared to speak. on this_..item. 17. RESOLUTION No. 83-92 - A RESOLUTION OF THE TIGARD CITY COUNCII. ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN MC DONALD ACRES SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. a. Motion by Councilor Brian, seconded by Councilor Cook, to approve. Approved by unanimous vote of Council present. 18. RESOLUTION No. 83-93 - A RESOLUTION OF m—riGARD tgTr--tg3UA(IL---ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITH LONDON SQUARE II SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. a. Motion by Councilor Brian, seconded by Councilor Cook, to approve. Approved by unanimous vote of Council present. 19. RECEIVE AND FILE 19. 1 LEAGUE OF OREGON CITIES CONFERENCE REGISTRATION a. Motion by Councilor Brian, seconded by Councilor Cook, to receive and file. \ Approved by unanimous vote of Council present. PAGE 7 - COUNCIL MINUTES - OCTOBER 10, 1983 a CITYOF TIVARD September 27, 1983 WASHINGTON COUNTY,OREGON Pete Jenzen 9880 S.W. McDonald Street Tigard, OR 97223 RE: Mc Donald Acres Subdivison (Letter of Commitment Release) Dear. Pete: In the matter of the original one hundred twentysix thousand, five hundred and fiftysix and 14/100 dollars ($126,556. 14) Letter of Commitment between PETE JENZEN, the CITY OF TIGARD and LINCOLN SAVINGS AND LOAN: We hereby authorize the release of one hundred twentysix thousand five hundred and fiftysix and 14/100 dollars ($126,556.14) . A Maintenance Bond in the amount of twentyfive thousand three hundred eleven and 23/100 dollars ($25, 311.23) has been substituted in place of the Letter of Commitment. This notice shall not be construed to nullify or alter the terms of the afore- mentioned agreement in nny way. It only authorizes the release of the monies entrusted in the Letter of Commitment. City of Tigard, Oregon BY Mayor iLf City Recorder. -- - 12755 S.W ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH.639-4171 —� CITY OF TIGARO, OREGON COUNCIL, AGENDA ITEM SUMMARY AGENDA or: Septmber 26, 1983 _ AGENDA ITEM h: DATE SUBMITTED: Septomber. 22, 1983 PREVIOUS ACTION: Subdivision Compliance ISSUE/AGENDA TITLE: McDonald Acres Agreement and Letter of commitment were accepted in May of 1983. Placement on Maintenance Period REQUESTED BY: Developer and Puhlic Works DEPARTMENT HEAD OK: CITY ADMINISTRATOR: _ RSCar a=it V3 r. L' INFORMATION SUMMARY McDonald Acres is now ready to be placed on its maintenance period. All public improvements have been installed except for the sidewalks, driveway aprons and the 1" AC Class C overlay. These can be installed during the one year maintenance period along with any other maintenance problems which may arise. s..a..Q.ee..a..G:......ri...... .......... ...........s==v eco= encna---.-«-a�s.:aca� ALTERNATIVES CONSIDERED We could refuse to release any money from his letter of commitment until 'ill sidewalks and driveway aprons are installed. ..a:......r....r..............W................W.............. ...acr�vvx SUGGESTED ACTION The Public Works Di�partment recommends that the city Council. allow the release of this amount of $91,402.52. We are still holding $35,153.62 as a Maintenance Bond. .. CITY OF TIFA RD September 22, 1983 WASHINGTON COUNTY,OREGON Pete Jenzen 9880 S.W. McDonald St. ,Tigard, OR 97223 RE: McDonald Acres Subdivision (Funds Release) Dear Pete: In the matter of the original one hundred twentysix thousand, five hundred and fiftysix and 14/100 dollars ($126,556. 14) letter of commitment. between PETE JENZF.N, the CITY OF TIGARD AND LINCOLN SAVINGS & LOAN; We hereby authorize to be released ni.netyone thousand four hundred two -nd 52/100 dollars ($91,402.52) for the completion of the following: 1. Project clean up and staking $ 3,600.00 2. Site Preparation 6,608.00 3. Concrete Curb 5,043.20 4. Streets 32,732.90 5. Storm Drains 15,604.93 6. Water Line 14,000.00 7. Street Lights 4, 108.00 8. Telephone & Electrical 9,705.49 The amount to remain entrusted to Lincoln Savings & Loan to assure the City that all remaining requirements of said subdivision are completed shall be $35,153.62 (thi.rtyfive thousand one hundred fiftythree and 62/100 dollars) . This notice shall not be construed to nullify or alter the terms of the afore- mentioned agreement in any way, it is merely an authorization to release a portion of entrusted monies. CITY OF TIGARD, OREGON BY: Mayor BY: City Recorder —�— -- 12755 S.W. ASH P.O. BOX 23397 .'GARD, OREGON 97223 PH:639-4171 — -� September 19, 1983 CITY OF TIGA IW WASHINGTON COUNTY,OREGON RE: McDonald Acres Subdivison Dear Sir: This is to verify, per your request, that: 1. Each lot is situated on a concrete or asphalt surface road which has right-of-way and improvements, including curbs and necessary and ade- quate drainage structures, together with means for operation and main- tenance, which meets the standards of the City of Tigard, Oregon. 2. Said subdivision, where necessary, has drainage structures and fill de- signed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipally owned disposal system is available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Envirommnetal Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required to be constructed by the City of Tigard, Oregon, have been constructed. 5. A Subdivision Compliance Agreement and Performance Bond (and Maintenance Bond) has been executed by the subdivider and has been acceptc-d and ac- knowledged by the City of Tigard City Council regarding completion of the improvements; said documents are on file in the city of Tigard Recorder's Office. I hope this letter clarifies the ^ettpr for yc•.: re;ardinc docu^entetion/verifi- cation required to be submitted to the State Real Estate Division by each sub- divider. . Yours truly, 1 Robert L. Thompson Engineering Service Crew Chief Public Works Department RLT/dc 12755 S.W. ASH PO. BOX 23397 TIGARD,OREGON 97223 PH:839-4171 iW.Y/.wWu.eaaliiMiilfdralYWeIMAIIlililwiWYlY.iAW'N9MlMkdGdill'�:.+i..:...,Y r September 19,1983 Bob Thompson T T GARD CITY HALL Tigard, Or. 97223 Dear Sir: I wish to have the City make a final inspection on my Project McDonald Acres, and have my Peformance Bond reduced to a Maintenance Bond. 'Thank you, Pete' ALnzen 9880 S.W. McDonald Tigard, Or. 97223 N , DE HAAS & ASSOCIATES, INC. Suite 445-AGC Center 9450 S.W. Commerce Circle Wilsonville, Oregon 97070 C E R T I F I CAT E O F WORK C0MPLEII0N AND ACCEPTANCE FOR NAME OF PROJECT McDonald Acres PROJECT NO. 83.352.210---.--- 1. All work for the above referenced project has been completed by us in accordance with the Contract Documents of De Haas & Associates, Inc. and we hereby approve the final estimate quantities as computed by De Haas & Associates , Inc. i9COM DATE : -- � ---- - -- -- Signature of Authorize Official Name of Contractinga Firm 11E- E. F i f t1LStreet. Newb r4.,_.OR_ 97132- AcTdre s s 2. Work has been completed on the above referenced project in accordance with terms of the contract applying thereto. I recommend acceptance of the completed project and also recommend that final payment be made to the Contractor. DATE: -_ 7 /r' � 3 + _ B Y: DE HAAS "S INC. � s# '+w CITYOF 11 ARD WASHINGTON COUNTY,OREGON September 2, 1983 Portland General Electric Company Western Division 14655 S.W. Old Scholls Ferry Road Beaverton, Oregon 97005 ATTENTION: Mr. Utter RE: McDonald Acres Subdivision Dear Sir: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactory and further, to authorize P.G.E. Company to energize the five (5) units therein via Schedule No. 91, Option "B". Yours truly, Robert Thompson Engineering Services Crew Chief cmv cc: City Accountant 12755 S.W. AS14 P.O. BOX 23397 TIGARD,OREGON 97223 PH:839-4171 0 I LEWIS ELECTRICAL CONTR.. INC. �ly 7 8 2-3 38 1 P.O. Box 637, , Ore r70 R JP T. 1 Y" City of Tigard1.1 Gp P.O. Box 23397 Tigard, ore CITY OF T��gRU Attn: Bob Thompson 9-1-83 We have completed the installation of street liter and poles at McDonald Acres for Pete Jenzen and are ready for the electricity to be turned on. Thank you SIGNED rr .Nf W*f..brxN.nr«1 C.c.+.r ! W..rc•.CII 1.(Mr..rr . .r lnrp/n1 r.iV. ♦. Wn.r.rrMY r1.nd. U �ti4.cE� RECEIVED PUG - 1 1983 CITY OF TIGARD •'t14t.�-c.'r✓ �1_�c.,7 Gi_-�.._.e�..c.-tt Q._. _.�Gl.�.-�. � .�a-c�c�:.-- , n `D C��G��O�-d c•� :L-y LZ Q wit L1(�-L�cJ LZ��.C'�-' �� r�• �.-u'� '�-G��-C-r� .. �Yt.,2� ��.•,.c-c�� GC...L-�-� -�t--F,c.cJ— Gt._,�c_c� -{-o .e.4 �dA ,+ Vs C�v 1� jib l / i i 3 1 e yi S t I 1 1 f i d PURCHASE / CHECK REQUEST VENDOR �.s. ADDRESS / .) Gt LTJ 7» CIIYOF TIFARD ,�`: DATE ~�_"/ :. G�� REQUF.STFD BY �(;�,� UNIT/DEPT. =��� � /!/ ,/�. /'/ PURCHASE REQUEST CHECK REQUEST - PREPARE PURCHASE ORDER CHECK TO BE MAILED 4LTH ATTACHMENTS } SEND CONFIRMING P.O. NOTIFY REQUESTER WHEN CHECK IS READY SPECIAL INSTRUCTIONS CHECK NEEDED BY ACCOUNT NUMBER QUAN'IFIY 1NVUICE NU. h DESCRIPTION TOTAL PRICE TOTAL REQUESTEDj%V-e APPROPRIATION BALANCE $ Amount. / Initials APPROVALSs SECTION MANAGER (Less than $100) DEPARTMENT HEAD 'I TY i1I)M I N I t:l'HA'1'Uh' APPROVAI, -------------- --_ ___---- -- AC'CUUN'I'ING PURPOSES ONLY --------------------------- -- - "wirn110 Paid — -- -- _ �� Siynaturct: Checked P.O. No. Cho k Number Fin. Director k0r, Paid DEPARTMENT FILES PURCHASE / CHECK REQUEST VENDOR ADDRESS .h� CITY OF TIIFARD DATE REQUESTED BYUOIT/DEPT. F CHASE REQUEST CHECK REQUEST PARE PURCHASE ORDER CHECK TO BE MAILED WITH ATTACHMENTS D CONFIRMING P.O. � NOTIFY REQUESTER WHEN CHECKIS READY CIAL INSTRUCTIONS CHECK NEEDED BY ACCOUNT NUMBER QUANTITY INVUICL NO. b DLa�-kIPTION TOTAL PRICE TOTAL REQUESTED r7 � . A:'PkOPRIATICIN BALANCE $ Athoant. / i t.i a 1 s -- APPROVALS: SECTION MANAGL'R (Less than $100) DEPARTMENT HEAD *9 .�_ CITY ADM IN I STRA'ror,'.94-�PPROVAL c., -----------_---- _-_-_,..-_- ACCOUNTING PURPOSES ONLY ---•-------- ---------- - Amount Paid Slgnatutes Checked P.U. No. Check Number ^-�� „� �1 � (J Fin. Director Date Paid --- DEPARTMENT FILES e : c-41� & EXT T� Cu r� DE HAAS & ASSOCIATES, INC. CONSULTING ENGINEERS&SURVEYORS SUITE 445-AGC CENTER WILSONVILLE, OREGON 97070 9450 S.W. COMMERCE CIRCLE (503) 682-2450 June 27, 1983 Mr. Frank A. Currie, P.E. Director of Public Works City of Tigard 12755 S.W. Ash Ave. P.O. Box 23397 Tigard, Oregon 97223 Dear Frank: The special equipment necessary for moving the dogwood tree for the Amens at 9850 S.W. McDonald is in Seattle and won't be back until the 4th of July. Because time is of the essence, I offered the Amens a substitute of several types of replacement trees or the $275.00 in lieu of moving the tree. Both the Amens have opted to accept the $275.00 and will try to move the tree on their own. I believe this alternative is much superior, releaving the city of all risk in guaranteeing the one-year survival period. I have told the Amens that I would try to effect issuance of the $275.00 check as soon as possible. Sincerely, MARLIN J. E HAAS, P.E. MJD/jd cc: 8 . 352.210 s LEGAL DESCRIPTION FOR STREET RIGHT-OF-WAY DEDICATION PURPOSES "EXHIBIT A" A strip of land located in the N.W. 4 of Section 11 and the S.W. ' oof Section 2, T.2 S. , R. 1 W. , W.M. , City of Tigard, Washington County, Oregon, being more particularly described as follows: Beginning at the S.E. corner of the George Richardson Donation Land Claim No. 38, said corner being also the N.W. corner J Lot 26, TIGARDVILLE HEIGHTS, a recorded plat, thence, on the west line of said Lot 26 S 00" 45' 11" W 30.01 feet; thence on a line parallel with and 30 teet from (when measured at right angles) the centerline of S.W. McDonald Stree' (County Road 430) S 88' 19' 11" E 80.00 feet, thence on a 20 foot radius curve to thL right (the long chord of which bears S 43" 51 ' 22" E 28.51 feet) 31. 74 feet to its point of tangentry with the east line of that tract of land conveyed to Paul R. Amens and Barbara J. Amens, husband & wife, as recorded in document No. 78-049728, Washington County deed records; thence on said east line N 00" 45" 11" E 50.01 feet to the centerline of S.W. McDonald Street; thence on said center line N 88" 19' 11" W 100.00 feet to the point of beginning. (Refer to C.S. 20,178) June 24, 1983 CITYOF TIFARD WASHINGTON COUNTY,OREGON vl�" Mr Scott Church Ticor- Title Insurance% 4450 SW Lombard St. e� d P.O. Box 38 J Beaverton, OR 97075 1 I I I ��" y � S 6X RE: McDonald Acres Subdivision Dear Mr. Scott: "c .-4 oliz This is to verify, per your request that: 1. Each lot will be situated on a concrete or asphalt surface road which has right-of-way and improvements, including curbs _,,d necessary and ade- quate drainage structures, together with means for operation and mainten- ance, which meets the standards of lie City of Tigard, Oregon. 2. Said subdivision, where necessary, has drainage structures and fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A municipally owned disposal system is available to each lot at the lot line of each lot at the time of sale or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required to be constructed by the City of Tigard, Oregon, have been constructed. 5. A Subdivision Compliance Agreement and Performance Bond (and Mainten- ance Bond) has been executed by the subdivider and has been accepted and acknowledged by the City of Tigard City Council regarding completion of improvements; said documents are on file in the City of Tigard Recorders Office. I hope this letter clarifies the matter for you, regarding documentation/veri- f cation r0quired to he submitted to the State Real Estate Division by each subdivider. Yours truly, Robert L. Thompson Engineering Service Crew Chief Public Works Department RLT/dc 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 CITY®F TI1VARD June 7, 1983 WASHINGTON COUNTY,OREGON Paul R. and Barbara J. Amens 9850 S.W. McDonald Avenue Tigard, OR 97223 Dear Mr. & Mrs. Amens: This letter is to confirm our discussion of June 6, 1983, concerning the acquisition of right-of-way on S.W. McDonald Street. The City is prepared to offer you $669n@43 for for 10 feet of right-of-way across the front of your lot at 9850 S.W. McDonald in addition to moving the large dogwood tree and guaranteeing one year survival of said tree. This offer is made contingent upon the fact that you accept responsibility for acquiring proper deed signatures for the necessary dedication and for connecting to the public sanitary sewer system due to the fact that the right -of-way taking will include land used for the existing drain field. Further, as you requested, I am enclosing documentation showing that the city is requiring the developer of McDonald Acres to make complete improvements to S.W. McDonald Street and to S.W. 98th Avenue to include half street, curbs, drainage and sidewalks on S.W. McDonald and half street and curbs on S.W. 98th Avenue. Inclusive in this requirement is one concrete driveway apron and ap- propriate gravel transition to the existing driveway grade on S.W. McDonald and one drop in the curb with gravel approach on S.W. 98th Avenue. I ,_:i enclosing also the standard street dedication form and Exhibit 'A' (the legal description) for your signature. I hope this meets with your approval. If so would you please consider signing the attached permit of entry form to allow construction to continue on this project in an orderly manner while the legal paper work is being completed? Thank you for your consideration. Sincerely, Fiank A. Currie, P.E. Director of Public Works enclosures FAC/dc 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 OREGON PARTIAL RELEASE OR DO NOT USE THIS SPACE fi vi h1. MODIFICATION OF MORTGAGE APPLICATION p$40 ❑other fMpartmenl of Veterans'Affairs ---- -- -- --------- — Reporting Agency/Code DVA Branch Loan Often Fee CUSTOMER • ' • AP14 r:ANi 5 NAME LAST Feist M I 9PO119E rw,tE T FIRST M I RESIDE TELERIGNF NlA6ER PRF SENT STRECT ACtORES9 l--. STATE 11TI HOW LONG P4F VX5G.KADiSS ary sr,irF '--zw caalry -- raw(ONCT. f_L � Tvy} e►+T A'T MARITAL [] UNMARRIED DEPENOENts APPLICANT MARRIED �J �71p STATUS (INCL SINGLE, AGILS SPOUSE so( sFcua rArMtiFa` IURn ArF ❑ .SEPARATED DIVORCED, WIDOWED -- - • • ' • EMPLOYER — rKrw Xx;�t r-111tRISPDUSF 141W1rIt v � /<J ADDA ss PNONE FKT Nn ADDRES' I aUG:.'...-.:,CX'FMPLO`FR aiJ1-�Sll Sri(EM{4 nrF i- - --. — Tltpr - (iRoss(Mn) I TAKE 1/0Mr IMo I OCCUPATION — (111O991Mn 1 1AKC ANY a IMI� SL*/ IIS, e S $ $ DE_SC SOURCES OF OTHER INCOME A APPLICANT NOTICE Alimony,child suppoil,a separate maintenance Income rued not be revealed it the Gross Take Home i S•SPOUSE _ Applicant or Spouse does not choose to have It considered as Is basis for repaying this loan Monthly Amount Monthly Amount INFORMATIONSECURITY t1Rl ADDRESS CITY STATE EIP COUNTY I.eFgal Description(Attach description if necessary' PURPOSE OF THE PARTIAL RELEASE OR MODIFICATION OF MORTGAGE (If the Property is sold,you MUST attach a copy of the sales agreement,containing the terms of the sale which Is signed by all parties If a Preliminary Title Report has been obtained,please provide a copy of such If one Is to be requested,provide a copy once It has been obtained) ,q,q,a e SIZE OF PARTIAL REw(4LEASEr' LIST ANY SECOND MORTGAIGES OR LIENS ON THE LOAN SECURITY '11"_- - -, I - or acres SIZE OF PROPERTY REMAINING UNDER MORTGAGE or acreF .THE AMOUKTO BE APPLIED TO THE LOAN TO REDUCE THE BALANCE IN RETURN FOR THE PARTIAL RELEASE OR MODIFICATION OF MORTGAGE IS E ___ ' -�-- AN ADDITIONAL CONSIDERATION MAY BE REGUiRED I PARTITIONING APPROVAL HAS BEEN OBTAINED FROM_ ON _ A COPY OF THE APPROVAL MUST BE A TACHED(including all plat maps). City or Cat-ty rel. t81 M(17 s2) TUMBLE REOUIREMENTS "w SEE SUBMIT THE FOLLOWING INFORMATION TO COMPLETE THE REQUEST FOR A PARTIAL RELEASE: 1. Processing fee($200-Urban or$500-Farm).Check must be made payable to the Department of Veterans'Affairs. 2. Letter from the local planning department approving partitioning of the property and stating that the remaining security meets zoning requirements. 3 A properly worded legal description, signed and dated, which accurately describes all the property under DVA mortgage, and specifically describes the portion which you want released from the mortgage. (You should usP the same reference points as those contained in the legal description of the mortgage.) 4 Two copies of the plat map,drawn to scale,of the entire property and showing the point of beginning.(Copies of a county assessor's plat map are acceptable.)On one of these copies: a. Clearly outline the portion to be released (distinguishing it from the portion to remain under mortgage), give perimeter dimensions,then sign as being accurate. b. Accurately and clearly show the location of all buildings,access roads,driveways,domestic and Irrigation water sources, easements,streams,and any other important features of the property. c Show the correct tax account numbers of the remaining security and the parcel to be releo—d. (Show th i latter account number,It available.) 5 You must eliminate any negative amortization.(As defined in this application,negative amortization means that the amount of the regular loan payment is too low for the loan to be paid off by the morigage due date Some causes of negative amortization are delayed first payment,late payment,and insufficient tax accrual MOBILF HOME BEING MOVED 0 Rus requesl is for the purpose oI relocating a mobile home.please provide the following information 1 legal description and,when applicable,the address of the now site. 2. Name of licensed firm that will move the unit, 3 The original of the"Certificate of Taxes Paid on Mobile Home".(Obtained from the county assessors office.)NOTE,Taxes may riot have to be prepaid If unit will remain in the same county. 4. Satisfactory evidence of an insurance policy which will protect both the applicant and the Department from any loss or damage connected with the move. MOBILE HOME BEING RELEASED The mobile home that is to be released must be retained as our security for a loan until arrangements for a suitable replacement home have been approved by the Department. LOAN PAYMENT Continue making your present loan payments until the Department notifies you of any change in your loan payment. PROPERTY TAXES If a Partial Release or Modification of Mortgage documel it is dated after June 30th,the Department of Veterans'Affairs will pay real property taxes on the property to be released for the current tax year,excluding Personal Property Mobile Humes OLDING L TITLE OF THE ENTIRE PROPERTY UNDER MORTGAGE: not Date jIlignature Dsh IF YOU ARE PURCHASING UNDER A LAND SALE CONTRACT,BOTH YOU AND THE OWNER HOLDING LEGAL TITLE OF THE ENTIRE PROPERTY UNDER MORTGAGE MUST SIGN AND DATE THIS FORM. Signature Data � � ��``�' �--U C� �mac_- �c�-z.� �..� .�.1. �� ���/ l/foo .�.d �7 ��-�" � ��' �.�. r ;, �� PERMIT OF ENTRY In and for the consideration of the proposed offer for right -o1 -way it, th,- attached letter, we, the undersigned ��pI �-'.1. and (,>l,y�jq„�-�„ J, 4fWe OS hereby grant to the City of Tigard, for the pub t, , permission for public roadway and relat(-d , (nut r u,•t run lttr-;It(,(I un 6e).2 FA Iftt:, L,,-tmi ,.- i,,, t: riot t „ Ix. , unrct rt.ed yr ,,t t t u, t, ui1, 1 trespass permission as set forth in the preceding paragraph. Sign ure of Witness () P . pert.y Owner ,. 1 STATE OF OREGON ) ss. County of Washington ) Be it remembered that on this 075 day of _ _— 1 sP 3, hefort, me, the undersigned, a Notary Public to and oft said County in(l ;t ,It, prlsunall� appeared the above named r r.-sem.-4,/- L�yt S ,.-------- ,I nd who are known to me to be I he Identical rndivt,ival a df:, t rh,•d In arid who executed t.hc� ahov,• tn!;trumpr,I un,I ,I, knuwIt,,i(t,,,l to me that they executed the same freely and voluntarily. I lrt Tt-s;t Imuny Wherl,of , I have hetountu tart my Il,uul ,ut,l mvo I Ill. I,Iy I,I!-,t. above wr It t.en. Z&0A INotary Pub] fur Stato of 01 0'qurt My Comm tsSI,ni I•:r,plr,, air PERMIT OF ENTRY In and for the consideration of the proposed off,�r for- rlght -of-way in th,. attached letter, we, the undersigned 7:PLI 4yS"b 'Irld �V�'�-/'"�- v M 0 hereby grant to the City of Tigard, for the public, permission for public roadway and related constructionlocatedon Tax Lot No. ��_ ------ __— - -- -- -' Tax M.sr 1,1,,, ' 'J 'Phis permission is not to be construed as a grant „i land, but only as a *respass permission as set forth in the preceding paragraph. Iqn: urP of Witness o P . perty Owner., .tom S'T'ATE OF OREGON ) ss. County of Washington ) Be it remembered that on this 023 day of 1983, befor,• me, the undersigned, a Notary Public in and ofr said County and State, personally appeared the above n,,rn—I u! s and who are known to me to be the identical individuals described in and who executed the above instrument aril racknowl,.d,if-d t , me that they executed the same freely and voluntarily. In Testimony Whereof, I have hereunto sept my hand ,!qui ;, ,,I t h,• ,i.ay ,,n,i y,,,r Ilast above written. Notary Public. for state of My Commission Exparr.s _ ., /�� r r low- vp rot QD 7+ M, = 0+00 I�, : �� � la �; +o 0 " / I �,, ( * * \/ Aj zf6flvoMNO Sfovro Sewev Strt, d 't' Connect to 1/U Storrla lineEXishng ( H �, ..z ,i►� H ♦' 1h q qh _ '�� 9 -- at gxo1i4y 5ta O♦C7.4y � New Storm Draincge P,pion /�1 `� Center Of Drawage Wo __ ., --- I s / 141 5' 1`. IV I J ' 1 N I ' ' /• .� .Q• _ Street L l h s o o - • . -� I { Edge of ex/st/rg ,oav/ng I 'I. 3 f oo h { ' l 0. f O ►n� j i" z \� '' �� yr' t -o�t 4 ' CON \� �' r TTI i I L._L �{ s h oo to _ q n! ; y' '�L ,.,.:._ vi t k! TH. PLA C� ALL SPACES MUST BE ENDORSED a � • ! T APPROVAL OE THESE PLANS �, N l°06 '�26"E I ' PRIOR O O� ,� �•-+, � 1 a \ J I —. - -- -_ sta 89,y3 _Pr r /V /°O6�Z 6"F 338. 39" — -- — — — _. _ _ �--- _ y _ - PUBLIC WORKS DEPT. BY "C __ DATE- Z � \/ \ . I � EA/!t. SQhI fQYy 9QWtY � �,f� �. 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V •. ------ --- - - - -- —_ --- ._--- --- _ _--__ 2-7 c� LIU -- ----- -- - ---- — MOM *fmi,,f- �.. �.�.t �ar...r !o AwA�•.t .Ch1! --. _ _ 612 Y,, NQ Rfv1110N CAN� '0[lC1ll"Mm MY �' .. N -- - -- — - - -- - — -- - — --- — - - -- - -- - — — - - -- - --- - - - _. �"'� L7li,�i1/F_,"t.� P/CN/;A'J . .4iO/ 4L:A".P1 7�" � C�a � 4"/� L SE/V Jos -- ----�= — - -4- - C o ti n A c r e — — — — — — - -- — _ - - --- - - -- - -- -- _ - -- - -- --- -__ —� - -- - -- --- - -- -- c►�cu�o Irl. ,i, t 1� t'• '" I ----- —- -—- -- - - - -- - -- - - — --- - -- -- -- --- -- - - -- -- - -_ - s_�.-�... �r /°L /1�� ---- -- -- — -- - - --- -- - - -- _ _ — ----- —. — Tb... `. lU1lJEr ? S/IE[t [. ORAwMA — ------ — —— --- - - -- - - - - O - - @ - _ —_ __ - ---- - --- - — - -- - - - --- - - - - - - -- — - DORNER i TUNKS. INC. — - CONSULTING ENGINEERS MCDONALD ACRES --•---- PORTLAND OREGON 5 OF 9 PLATE 1, PLAN PROFII,F D0"INER 1K ,I ;, 1t;c \\ter& KEUFFEI 6 ESSFR CO . _ � �^• A 1• .»• - .�. -, ,�n.�::;•.�.�._.�,y,,..W.,.:.�...+. t FI�II111111 11I► � �^II I ) I ) II1 1 � I � I � I III III II III IS . II1: IItI ' I h ( I I 1 1 I I I I 17 C I ( I I ! 1 I I I I 1 1 1 1 1 I I I 1 I I 1 1 1 1 1 1fill1 1 1 1 1 1 ► 1 1 1 111 """" " m'"""!"r"1O•' � � 1 � � � II � •►+r�wwr.�,u .. ' 3 4 5 8 7 8 8 10 II 12 NOTE: IF THIS MICROFJLMED - DRAWING IS LESS CLEAR THAN �M THIS NOTICfr -TT IS DUE TO r'- "j}IE QUALITY OF THE ORIGINAL -""DRAWING. QE 6Z RE LZ OZ 1.•SZ 1►Z EZ ZZ I OZ 61 of L`1 91 __$1 41 E1 21 11 01 �6 0 L - - 9 5 E • '�� � � � �F1IIuuIIn111n1111n111111►1111�1u11n�1111111t111u�I1u11111111H61M1111ftN11111�1IIIululf�utt11u1111111n�11{ullnu11I1111�1�tluhtl �i�11111n11ntltnt�ttttltttt�Ittdtttl�ttt+ltttt� tl1u111u111n11tlll�trul)j►IIttduu tluu�ttultu httt JULY 1 1992 i i AM i i TO: Honorable Mayor and City Council FROM: Frank A. Currie, Director of Public. Works SUBJECT: Consent Angenda - McDonald Acres (Subdivision) Compliance Agreement & Performance Bond 1) Staff recommends that the City Council authorize the Mayor and Recorder to execute the attached Compliance Agreement in behalf of the City . . . thereby facilitating construction to commence to develope said subdivision and to permit recordation of the plat thereinregard. i CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE:_ -S/=lAMOUNT S g57,_yt!Z", 4/ DOLLARS NAME: a CASH: ADDRESS: EC M.O.: 0 OF FOR: -_ _ ACCT. a PERMITS SURCHAROE AMOUNT SEWER BILLINGS 40-364 S I BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 $— MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 _ SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS RECEIVED BY: PERMIT NUMBER!A881914110- Number Amount Number -_Amount Number Amount RECEIPT 0 13451 PETE JANZEN 9850 SW McDonald Tigard, OR May 9, 1993 Dorner, Tunks & Murray, Inc. 519 S.W. Third Avenue Portland, Oregon 97204 Attn: Mr. Stuart Cato and Mr: Don Murrav Dear Sirs: In reference to your letter dated February 11, 1983, we are herewith releasing your firm as engineers of record to the City of Tigard for the McDonald Acres Subdivision project. We have retained DeHaas & Associates, Inc. , consulting Engineer and Surveyor, Suite 445-AGC Center, 9450 S.W. Commerce Circle, Wilsonville, Oregon. Please release any and all original construction plans, including plat, mylar, and any other pertinent information in your files on the McDonald Acrer; Subdivision to De Haas and Associates, Inc. which you may have in your possession. Thank vou. Very truly yours, <) Pete Janze/n McDonald Acres cc: Marlin J. DeHaas PE Consulting Engineers & Surveyors Frank Currie City of Tigard DE HAAS & ASSOCIATES, INC. CONSULTING ENGINEERS&SURVEYORS SUITE 445-AGC CENTER WILSONVILLE, OREGON 97070 9450 S.W. COMMERCE CIRCLE (503) 682-2450 May 6, 1983 John Hagman City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear John: Re: McDonald Acres-Pete Janzen Pete Janzen has asked that we serve as his engineer for, the completion of the McDonald Acres Subdivision. Herb Shapiro will continue and complete the Hard Board Plat and property corner monumentation work. It is our understanding that upon receipt of proper documents and approval by the Council on Monday evening May 9, 1983, the con- struction plans will be approved and construction can begin imme- diately. Attached are the following required documents : 1. Letter of Commitment -• Lincoln Savings e Loan 2. Subdivision Compliance Agreement 3. Deposit check for Street Lighting, Street Signs and Project Fee in the total amount of $5,941. 11. Please let us '<now if we may clarify or provide any additional information. Sincerely, MARLIN J. DE HAAS, P.E. MJD/slc Attachments cc: 83.352.210 - Pete Janzen P.!�. Frank Currie: Could you provide the required letter regarding Engineers of Record related to the attached February 11, 1983 letter from Stuart Cato. lawn IMMMMM Ole zo eo 400 JV 14- r� CITY OF TIGARD WASHINGTON COUNTY,OREGON NOTICE OF FINAL DECISION 1. The final. decision was filed by: PLANNING COMMISSIONER Concerning S 7-82 on January 4 . 1983 Case Number Date 2. Name of Owner: Pete & Carrie Janzen/Richard & Judi Stack ( lots 11 & 12 ) 3. Nane of Applicant: Same as Owner Address 9910 S .W. McDonald Ave . City T igard , State Or . 4. Location of Property: Address S .W. 98th and Janzen Street Legal Description ! 2S I 1 IBA lot 600 , 601 and 700 5. Nature of Application: To subdivide three lots totaling 5.47 acres into 19 single family building lots/approx. 7500 sq. ft. ea./Zoning & Plan Desg. R-7 6. Action: [—I Approval as requested M I Approval with conditions Denial 7. Notice: *Notice was published in the newspaper & was mailed to: 1 -XX] The applicant & owners EOwners of record within the required distance �l The affected Neighborhood Planning Organization LXI Affected governmental agencies *If therearequestions regarding the names of the persons or agencies who received notice, this information is available at the Planning Department. 8. Final Decision: The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Director, City of Tigard, City Hall, 12755 SW Ash, P.O. Box 23397, Tigard, Oregon 97223. In the case of a decision on an application for a variance, the applicant must acknowledge this form and return it to the City of Tigard, Planning Director, before any building permits will be issued or engineering approval given. Signature of Applicant or Applicant's Agent. Date -over•- 9. Appeal: An appeal a has been filed XX has not been filed. Note: Any party to the decision may appeal this decision in accordance with Section 18.84.250, which provides that a written appeal may he filed within fourteen days after notice is given and sent. Notice is given on JANUA&Y 10, 1993 , therefore the deadline for filing of an appeal is JANUARY 24, 1983 10. Questions: If you have any questions, please call the City of Tigard Planning Department, 639-4171 . CONDITIONS: 1. The half-street improvements to S.W. McDonald and the public improvements within the subdivision shall be constructed according to plans approved by the City of Tigard's Engineering Division. 2. All public improvements shall be bonded for 100% of the cost thereof or constructed prior to issuance of any Building Permits. 3. The final subdivision plat shall be recorded with Washington County prior to the issuance of any Building Permits. 4. No changes or modifications shall be made to approved plans without written approval from the appropriate City department. 5. No Building Permits shall be issued until 20 days after Planning Commission approval. i STAFF REPORT AGENDA ITEM 5.2 TIGARD PLANNING COMMISSION January 4, 1983 - 7:30 P.M. Fowler Junior High School - Lecture Room 10865 S.W. Walnut, Tigard, Oregon December 29, 1982 A. FINDINGS OF FACT CASE: S 7-82 McDonald Acres Subdivision NPO #6 REQUEST: For approval to subdivide four lots totaling 5.47 acres into 19 single family building lots of approximately 7,500 square feet each. COMPREHENSIVE PLAN DESIGNATION: Single Family Residential ZONING DE3IGNATION: R-7 RECOMMENDATION: Based on information submitted by the applicant, applicable NPO goals and policies and staff's field investigation, staff recommends approval of S 7-82. APPLICANT: Richard 6 Judi Stack Pete b Carrie Janzen 9910 SW McDonald Avenue Tigard, OR 9722.3 OWNER: Same SITE LOCATION: The south side of S.W. ;i--%nald Street, west of S.W. 97th (Wash. Co. Tax Map 2S1 11BA Tax Lots 6000, 601 and 700) SITE SIZE: 5.47 acres NPO COMMENT: NPO #6 has not responded in iting to this application request . BACKGROUND: On August 9, 1979, the Planning Director approved a 21 lot subdivision for the subject property. On April 23, 1979, the City Council approved a zone change from Washington County RU-4 to City of Tigard R-7 for the property. An application is pending before the Planning Director at the present time for a Minor Laiid Partition to remove two lots from the previously approved subdivision. AREA CHARACTERISTICS: The surrounding property has been designated Single Family Residential on the Comprehensive Plan and is zoned R-7. The property to the south is currently being developed as a single family lot subdivision. SITE CHARACTERISTICS: The site is vacant and grass covered sloping to the north. There is a wood fence that runs through the property which will be removed. Staff Report S 7-82 Page 2 APPLICABLE PLANNING CRITERIA AND STAFF ANALYSIS: LCDC Goals and Guidelines: a. Citizen Involvement - The purpose of this goal is to provide the opportunity for citizens to be involved in all aspects of the planning process. In the case of this application, all owners of record with 250 feet received notice of the time and date of the public hearing on this matter. In addition, a public notice was published in the Tigard Times on December 23, 1982. b. Land Use Planning - All applicable LCDC Statewide Goals and Guidelines, NPO #6 Plan Policies and City of Tigard Municipal Code_ provisions were considered in review of this application. C. Housing - Goal 10 - The intent of this goal is to ensure affordable housing and a wide variety of hc,tsing types for the citizens of the state. The subdivision of this property will provide for 19 additional single family building lots within the City of Tigard. d. Public Facilities Goal 11 - The purpose here is to ensure that public facilities are available to developing properties. Sewer is available from a newly constructed 8" line which was installed to serve this subdivision and adjacent to newly developing properties. Water is available from a newly constructed 6" line. Storm drain lines will be installed with the construction of street improvements. NPO #6 POLICIES: Policy 2. The maximum overall density of development will be four dwelling units or 12 persons per gross acre. Ibis amounts to a standard of 7,500 square feet of land per dwelling unit allowing for streets and other open space. Some areas will have a lower density owing to topography, existing development patterns, or the desire of individuals to own a larger lot . Policy 3. Residential subdivisions will be developed with paved streets, curbs and gutters, street lights, and walkways, according to city or county standards. All utilities will be placed underground. Policy 4. Development will coincide with the provision of public streets , water and sewerage facilities. These facilities shall be (a) capable of adequately serving all intervening properties as well as the proposed development , and (b) designed to meet city or county standards. Policy 6. The single family character of the area designated on the plan map as urban low-density residential is viewed as a positive asset to be retained. Projects proposed for this area must be judged according to effects upon this character. w eIUw Staff Report S 7-82 Page 3 The density proposed conforms to Policy #2 of the NPO #6 Plan. Public facilities are available to serve the site. The single family character desired for the area will be maintained with the single family subdivision. TIGARD MUNICIPAL CODE PROVISIONS: 17. 16.100 Tentative approval. (a) Within sixty days of the date of submission of the preliminary plat, the Planning Commission will review the plan reports of the agencies listed in Section 17. 16.090 and may give tentative approval of the preliminary plat as submitted or may modify the plat or, if disapproved, shall express the Planning Commission's disapproval and reasons therefor. (b) No tentative plan for a proposed subdivision and no tentative plan for a major partition shall be approved unless: (1) Streeta and roads are laid out so as to conform to the plats of subdivisions or maps of major partition already approved for adjoining property as to width, general direction and in all other respects, unless the City determines it to be in the public interest to modify the street or road pattern. (2) Streets and roads held for private use are clearly indicated on the tentative plan and all reservations or restrictions relating to such private roads and streets are set forth thereon. (3) The tentative plan complies with the comprehensive plan and applicable zoning regulatiu::: of the City then in effect. (4) No tentative plat of a subdivision or map of a major partition shall be approved unless there will exist adequate quantity and quality of water and an adequate sewage disposal system to support the proposed use of the land described in the proposed plat. 18.20.035 Lot R-7 Zone. In an R-7 zone the lot size shall be as follows : (1) The minimum lot area shall be seven thousand five hundred square feet , excepting for duplex use. STAFF ANALYSIS AND RECOMMENDATION: After reviewing the proposed plat and making a field investigation, staff recommends approval of S 7-82. Staff finds that the applicant 's proposal conforms to NPU #6 policies and is compatible with the surrounding land uses. Staff further recommends that the following conditions be attached to approval of S 7-82: Staff Report S 7-82 Page 4 1. The half-street improvements to S.W. McDonald and the public improvements Within the subdivision shall be constructed according to plans approved by the City of Tigard's Engineering Division. 2. All public improvements shall be bonded for 100% of the cost thereof or constructed prior to issuance of any Building Permits. 3. The final subdivision plat shall be recorded with Washington County prior to the issuance of any Building Permits. 4. No changes or modifications shall be made to approved plans without written approval from the appropriate City department. 5. No Building Permits shall be issued until 20 days after Planning Commission approval. Prepared by: Approved by: C ! l ii 6 11,1 William A. Monahan Eli,y'abeth New do Associate Planner Director of Planning and Development Dated: 1 117 pm (0049P) INA A. sUnDI`/1!5I0N OF PAKT OF` LOTS ZS 61 Z� � "TIGAF i Tri- " IQ T"E-- "AN, Y4 5 E;CT. I I/ _r W P 2-G. R rJ G.. 1w. " tj6-ro J CO., CITY OF TIGiARD . j �P 6 -- N tJ'139'51 °71^f. ,57.13' S.e•• COP', GW P-JrtiA a!gLOt-4 D.t r 3e 1D.W. DONALD .�.. '9°•G' r�7.G4' � N 1 92.74' N orrn N p7. 1 rr 3r sr' 1 '.�u, .l� 1-IOT 4 V N L A t al LA '� �tb o o Ira ls1- 4 1 v d a o a N o o FLAT4 Le o h c U Ry E DATA ca rj g 1 L O T 4 7 N Bfl-k•'7.�'w. ; `;L'-1 uK`�o7•`_52 A- Z'�Ua9 of 92•�Z'. 1 p i 1 FL•'ZL'' !�• 71' n,'3'4n' r. 7500 [D tj0 � c+P56•54'Z8• rl sx,. 4(34'SI'osW! I 27 V) •�to l J lb t I 4`� Lo T- 0 � �- ; R� 50 A • G9'S0'49� c ;.° ,D S.C�B••Ic't1 �•, r � LOT 6 150 A' 37'47-• Iq• 5 Ra•s+'0„ o1�✓gN2 '0 'M rune R• no ' P�•-7�U9.d1 _`t `9°•w'� �'sL5,e'1• 3o'w N 1 LOT 0 TL' 'P A R.= JO' A• �7'�}�' I� .. I1 h^ti/h L )} r�. 7g,g9, { �tll F'.= �r� ' ©• ZI•<}(.' 1�' )i ftA 5• tit 41• .' t I ..1.'1 • v h 7gy'p F lk��.l LU ;' 7 R `6!57. 5'L A- G'35 1 I d�' rN'ti! t, 7 P n I V �Z• zo D• 87'41'S9 S.t.O b 1v I.Ib' loo.e�• � a r 1 1'+•t- / L.O.1' lO nn i` tt I t� sem• w' �g 37'!39 ;s yifh•.ti ?•�^ I.R. �i lC�7 d :1- C 7 "t,-tit 1'T 19'79 Q "' faW � . LOnMl.1VMENT> r C ) ; t'.,�� al - LOT 12 K.. 17` G E r �, rte, �` \s• N; P•- f v n -7 8,1 'o , LOT I,� PVAK11-4;i : V er r 7: ,.•1.-Ir�F�f�\/Il t_� ` v— y� epi Q' c �r 1.• •• 4' 0 IQ` ,, r75-1 al, a'.7539 �r a� 5G'' O • L n Y- A C11YOF 116i�gRD �MVWXVON COLN"ONFOON P� II �----11755 5 W.ASM P.6'rOX2N7 TIGARD,OREGON 97123 P1i h39 11 Il-- �s GENERAL Al'1'i.ICATION FORMCASE No.�- / - CITY OF TIGARD, 12755 SW Ash, PO Box 23397 RECEIPT No. Tigard, Oregon 97223 - (503)639-4171 1. GENERAL INFORMATION FOR STAFF USE ONLY: PROPERTY ADDRESS_ 9-Un c w M -pnnal d Aypnui Associated Cases: -------Tigard, {U-P�n 97221 LEGAL DESCRIPTION °McDonald Amen Suhrli vi si cin Tax T-ot U0 Z INTERNAL PROCESSING: SITE SIZE 157. 13 x 412. 78 — Accepted - for Pre-App. . PROPERTY OWNER/DEED HOLDER* Pete and Carrie Janzen BY* W ADDRESS 991a �q-W- Mr Dnn_,al a PHONE 659-5944 __ Pre-A&/ ' ___ CITYTigard, Oregon ZIP 97223 ____ APPLICANT* Date & Time Owner as ahoy sta i ADDRESS PHONE Accepted f�rDecision:- — /P CITY � _ZIP *Where the owner and the applicant are different people , the By: applicant must be the purchaser of record or a leasee inHearin Date: possession with written authorization from the owner or an Wk- agent of the owner with written authorization. The written Hear Vik- 2. set To: authorization must be submitted with this application. REQUIRED LETTER OF AUTHORIZATION IS ATTACHED ❑ YES ❑ NO. filed & mailed 3. THIS APPLICATION INVOLVES THE FOLLOWING: APP. '- - Accepted for Appeal: _ Comprehensive Plan Amendment FEE FILED PAID from to By: quasi-judicial _ legislative Date of Hearing: Zone Change from to quasi-judicial - legislative DESCRIPTION: Planned Unit Development -- Comp. Plan Designation: concept plan detailed plan Subdivision — — NPO No. Major Partition �Xo4�:z yyy Minor Partition Zoning District Design Review Conditional Use ening Map No. Variance to Zoning Ordinance �- Zr (Title 1.8) Quarter Section No. _ Variance to Subdivision Ord. _ (Title 17) — STAFF NOTES: Sensitive Land Permit Floodplains Drainageways _ Steep Slopes Other_ TOTAL: t 0 N.. IWi4SWl REC30N NOTICE OF FINAL DECISION 1 . The final decision was filed by: DIRECTOR OF PLANNING AND DEVELOPMENT MLP 12-82 °n 12/29/ 32 Concerning - Case Number Date 2. Name of Owner: Pete and Carrie Janzen — 3. Name of Applicant: Pete and Carrie Janzen Address 9910 5 .�4. McDonald City _Tic ard State Ore. 4. 1 cation of Property: Address 9910 S.W. McDonald Ave. — Legal Description 2S1 11BA TAx Lot 700 _-- 5. Nature of Application: Partition two lots containing 23 ,910 sq. ft. from the proposed McDonald Acres Subdivision in an R-7 Zone. h. Action: Approval as requested ® Approval with conditions Denial 7. Notice: *Notice was published in the newspaper & was mailed to: EX I The applicant & owners Ex] Owners of record within the required distance X The affected Neighborhood Planning Organization Affected governmental agencies X *If there are questions regarding the names of the persons or agencies who received notice, this information is available at the Planning Department. 8. Final Decision: The adopted findings of fact, decision, and statement of condition can be obtain-1 from the Planning Director, City of Tigard, City Hall, 12755 SW Ash, P.O. Box 2.3397, Tigard, Oregon 97223. In the case of a decision on an application for a variance, the applicant must acknowledge this form and return it to the City of Tigard, Planning Director, before any building permits will be issued or engineering approval given. "ignat,ure [Fate of Applicant or Applicant's Agent, -over STAFF REPORT FINAL ACTION TIGARD PLANNING DEPARTMENT 1 '.755 S.W. Ash Avenue -�5 Tigard, OR 97223 l \ � December 29, 1982 A. General Facts CASE: MLP 12-82 Mincr Land Partition, Plete Janzen NPO #6 ACTION REQUESTED: To partition two lots containing 23,910 square feet from the proposed McDonald Acres Subdivision in an R-7 zone. RECOMMENDATION: Based on staff's analysis of the information submitted by the applicant and a field inspection, staff recommends that the Director approve MLP 12-82 with conditions. APPLICANT: Pete and Carrie Janzen 9910 S.W. McDonald Tigard, OR 97223 OWNER: Same LOCATION: 9910 S.W. McDonald Avenue (Wash. Co. Tax Map 2S1 11BA Tax Lot 700) LOT AREA: 23,910 Square Feet PUBLIC COMMENT: Public notices were mailed to thirteen (13) surrounding property owners. No written comments had been received at the writing of this reporr. NPO COMMENT: No written comments had been received from NPO #6 at the writing of this report. AREA CHARACTERISTICS: The property to the south is vacant and proposed to be developed as the McDonald Acres Subdivision. The property to the east and west is already developed as single family residential on 7,500 square foot lots. The property to the north across McDonald is also developed as single family residential on 7,500 square foot lots. SITE CHARACTERISTICS: There is a single family residence, a garage and shed )n the property. The land slopes to the south. There are a few scattered trees on the site near the house. a. St_ati Repert ML13 12-82 Page 2 R. APPLICABLE PLANNING CRITERIA AND STAFF ANALYSIS 1. LCDC Statewide Planning Goals and Guidelines: a. Citizen Involvement - Goal 1 - The purpose of this goal is to provide the opportunity for citizens to be involved in all phases of the planning process. All owners of record within 100 feet of the site were mailed notice and a public notice of this application was published in the Tigard Times on October 7, 1982. b. Land Use Planning - Goal 2 - All applicable LCDC goals, NPO #6 policies and Tigard Municipal Code Sections have been considered in review of this application. c. Housing - Goal 10 - The intent of this goal is to provide for the housing needs of the citizens of the state. The partitioning of this property allows for the development of single family residences on smaller lots which should hold development costs down. d. Public Facilities and Services - Goal 11 - The purpose of this goal is to ensure that public services are available to developing properties. In the case of this property, the existing house is already connected to sewer and water. A storm drain system will be installed with the street improvements. 2. NPO #6 Policies Policy 2. The maximum overall density of development will be four dwelling units or 12 persons per gross acre. This amounts to a standard of 7,500 square feet of land per dwelling unit allowing for streets and other open space. Some areas will have a lower density owing to topography, existing development patterns, or the desire of individuals to own a larger lot. Policy 3. Residential subdi%isions will be developed with paved streets, curbs and gutters, stLeet lights, and walkways, according to city or county standards. All utilities will be placed underground. Policy 4. Development will coincide with the provision of public streets, water and sewerage facilities. These facilities shall be (a) capable of adequately serving all intervening properties as well as the proposed development, and (b) designed to meet city or county standards. Policy 6. The single family character of the area designated on the plan map as urban low-density residential is viewed as a positive asset to be retained. Projects proposed for this area must be judged according to effects upon this character. 3. Tigard Municipal Code Sections: v Staff Report MLP 12-82 Page 3 The applicant's proposed Minor Land Partition meets all requirements set forth in Section 17.07 - Minor Land Partitions - of the Tigard Municipal Code. The proposed building configuration on the newly created lot meets the requirements set forth in Section 18.20 Single Family Residential. 4. Staff Analysis: As stated above, the applicant's proposal meets all requirements set forth for approval of Minor Land Partitions and the R-7 zone requirements set forth in the Tigard Municipal Code. However, the street improvements that were required and approved with the original subdivision approval in 1979 have not been completed. Those improvements are necessary and will not be a requirement of the minor land partition. 5. Staff Recommendation: Staff recommends that the Planning Director approve MLP 12-82 with the following conditions: (1) Ten (10) feet of right-of-way shall be dedicated to the City along the frontage of S.W. McDonald Street. Full half-street improvements to collector standards shall be made or bonded for 100% of the cost thereof prior to issuance of any building permits for the McDonald Acres Subdivision. (2) The half-street improvements to S.W. McDonald Street shall be made in accordance with construction plans approved by the City of Tigard's Engineering Division. (3) The Minor Land Partition shall be recorded with Washington County. A copy of the recorded survey shall be submitted to the City of Tigard. Prepared by: Approved by: Elir eth A. Newton William A. Monahan Associated Planner Director of Planning and Development Dated: PM (o049P) CITYOF TIFAM WASHINGTON COUNTY,OREGON December 14 , 1982 MR. PETE JANZEN 9910 S.W. McDONALD STREET TIGARD, OREGON 972.23 Dear Mr. . Janzen: This is to verify that standard public improvements ( i .e. , street widening, curb, sidewalk and storm drainage) for Lots 1 and 2 of McDonald Acres Subdivision wJI1 be included in the Subdivision Compliance Agreement which includes bonding for said improvements. For the purpose of separating these lots for sale prior to completion of the above standard improvements , we certify that these parcels have the following public improvements; 1 . Each lot is served by an asphalt surfaced, City maintained, street (S.W. McDonald) . 2 . Each lot is served by a City maintained sanitary sewer . 3 . Domestic water service is available from a line in S.W. McDonald Street, ope.~ated by the Tigard Water District. A separate letter will be forthcoming from the water district. 4 . Electric service from P.G.E. is available from a line in S.W. McDonald Street . A separate letter will be forthcoming from P.G.E. . I hope this letter clarifies the matter to you, regarding verification of public services availability required to be submitted to the State Real Estate Division by each subdivider and for submission to H. U.D.-F.H.A. . Sincerely, CITY OF TIGARD Frank A. Curt i <-, PE FAC dkr Public. Works Director 12755 S.W. ASH P.O. ROX 23397 TIGARD,OREGON 97223 PH:639-4171 cc Dorner, Tunks & Murray, Inc-:. DORNER, TUNKS& Ml IAY, INC. Dekum Bldg. Suite 306 IS Jll rx�u�J U°�1� 519 S.W. Third AvenueDecember Portland, Oregon 97204 01 \� o.n — - 8 No — 2 Al 03 (503) 218-3466 ATTENTION n`John H _ agman roMcDonald ---- ---- -- C i-ty_-_o f -T i g a rd _.__ 0 o na l d-A c-res ------ T_ 0. Box 2339_7 —_Tigard, --9-222-1- — GENTLEMENWE ARE SENDING YOU 'X Attached Under separate cover via _the following items: Shop drawings Prints i. Plans L.: Samples [ Specifications Copy of letter Change order IX_ r nc t FStinlatP COPIES DATE NO DESCRIPTION nr rpvirpd MDflnnald Acre-, Slabdivicinn THLSE ARE TRANSMITTED as checked below L7 For approval 1_1 Approved as submitted ❑ Resubmit----copies for approval KI For your use ❑ Approved as noted ❑ Submit__copies for distribution f- As requested ❑ Returned for corrections ❑ Return-_---_corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 C PRINTS RETURNED AFTER LOAN TO US REMARKS __T-h_LDntra-ctar-hd -ab tainPd bids far this_-mock lower_ thdiLD11C'__estimate. COPY TO SIGNED: If enclosures are not as noted. kindly notify us of Once Harris•McMonagle Associates, Inc. LN(;IN INE.ERS•SURVEYOI(S 8905S.W. COMMERCIAL STREET 1,9R? TIGARD, OREGON 97223 CITY Te1cphonc 1503)639.1153 OF r1r,Ah,1) December 7, 1982 Mr. Jnhn Hagman Engineering Dept, City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Re: McDonald Acres Dear John: As requested, I have reviewed the street and storm sewer improvement plans for McDonald Acrts with respect to the proposed connections with the Tigardville Heights L. I , D. improvements. The plans adequately provide for these connections and no conflicts are apparent. Sin erely yours, J. R. Harris f{arris-McMonagle Associates, Inc. JRH:ds i ENGINEERING ESTIMA'iE McDONALD ACRES Date December 2, 1982 SCHEDULE Item Classification and Unit Item No. Estimated Quantities Price Unit Total 1 Clearing and Grubbing, Excavation and Fill (Common) Cubic Estimated quantity 3,500 yds @ $ 3.00 Yard $ 10,500.00 2 Subgrade Base Fill Cubic Estimated quantity 650 yds @ $ 10.00 Yard $ 6,500.00 3-a 12" Concrete Culvert Pipe - Complete installation (Under Street) Estimated quantity 396 if @ $ 12.00 if $ 4,752.00 3-b 12" Concrete Culvert Pipe - Complete installation (Not under street) Estimated quantity 200 if @ $ 11.00 if $ 2,200.00 4 15" Concrete Culvert Pipe Complete installation Estimated quantity 128 if @ $ 21.00 if $ 2,688.00 5 18" Concrete Culvert Pipe Complete installation Estimated quantity 414 if @ $ 22.00 if $ 9,108.00 6-a Concrete Catch Basins Estimated quantity 6 each @ $350.00 each $ 2,100.00 6-b Concrete Field Inlets Estimated quantity 2 each @ $400.00 each $ 800.00 7 Manholes with Steps, Frame & Cover Estimated quantity 2 each @ $1 ,200.00 each $ 2,400.00 Item Classification and Unit Item Pio. Estimated Quantities Price Unit Total 8 Trenching and Backfill for Power, Telephone and TV Cables Estimated quantity 1,280 if @ $ 2.00 if $� 2,560.00 9 . Concrete Curbs, Complete Estimated quantity 1,970 if @ $ 4.25 if $ 8,372.00 10 Base Rock in Place Estimated quantity 1 ,050 cy @ $ 9.45 cy $ 9,922.00 11 Leveling Rock in Place Estimated quantity 248 cy @ $_ 10.80 cy $ 2,678.00 12 Asphalt, in Place Estimated quantity 776 Tons @ $ 30.00 Ton $ 23,280.00 13 Concrete Walks, Complete Estimated quantity 1 ,968 if @ $ 6.25 if $� 12,300.00 14 Street Lighting Estimated quantity 7 each @ $ 725.00 each $ 5,075.00 15 Ditch Grading & Seeding Estimated quantity 150 if @ $ 2.00 if $ 300.00 Subtotal $ 105,535.00 Water estimate from Tigard Water District $ 20,000.00 TOTAL PROJECT ESTIMATED COST $ 125,535.00 DORNER, TUNKS& M RAY, INC. n � T _A (11F Tn n MMOT ZI Dekum Bldg. Suite 306 L� luJ WUUl1�l I� 519 S.W. Third Avenue Portland, Oregon 97204 DATE - Joe No ---- " ' — (503) 228-3466 ATTENTION h PIE TO GENTLEMEN: --- —--- — WE ARE SENDING YOU L,,Aftached Under separate cover via _the following items. Shop drawings mts Plans [_ Samples [; Specifications Copy of letter Change order _ COPIES DATE NO DESCRIPTION to rp Ur. _ __-- THESE ARE TRANSMITTED as checked below. ❑ For approval ❑ Approved as submitted ❑ Resubmit—_._copies for approval ❑ For your use ❑ Approved as noted ❑ Submit__.__copies for distribution - ❑ As requested ❑ Returned for corrections ❑ Return--corrected prints For review and comment ❑ ❑ FORBIDSDUE - // _ ❑ PRINTS - RETTURNNED AFTER LOAN TO US REMARKS �L-4�s�_f�9z.e GCS n1-e__ .� �Q _ _ ----------- ----- � __.4.LLLt� �1 COPY TO SIGNED: 11 enclosures ere not as noted, kindly notify us of once CITYOF T117ARD WASHINGTON COUNTY,OREGON August 24, 1982 Mr. Pete Janzen 9910 SW McDonald Street Tigard, OR 97223 Re-: McDonald Acres subdivision Improvements Dear Mr. Janzen: The City has accepted bids for street improvements in the Tiyardville Heights LID, adjacent to your property. The City's final design for SW Janzan Street has a final grade that requires the lowering of your preliminary plan street grade at your East line. Also, you will have to adjust the preliminary grade on SW McDonald Street from SW 98th Avenue Easterly to match our improvements. Please submit a revised set of plans to us for review and approval. We are also awaiting your return of an executed Compliance Agreement and Performance Bond thereinregard. If you have any questions please contact us or, better yet, have your engineers contact our office. Yours truly, JohnS. HagmanV Supt. Engr. Division JSH;pjr --------- 12755 S W ASH PO BOX 23397 TIGARD, OHEGON 97223 PK 639-4171 �a�w , July 21 , 1982 MEMORANDUM TO: City Council I FROM: Public Works Director SUBJDCT: Acceptance of LID Petition The attached petition was received on July 14; 1982, for sanitary sewer service at 10�rd and McDonald. 1D Several other possible solutions are available. Staff will make a feasibility study and return to Council if action .is required. 'Iu : ILKE HONORABLE MAYG AND CITY COUNCIL City of Tigard Washington County State of Oregon ��_. 71 / - In the Matter of the Improvement) of lands described as : ) Lor //, T/GArDv �LE f/E/errs ) PE'T'ITION FOR AND CONSENT �N��la•v._ ���� n+�1/ �� 7c� ! �) TO CREATE A LOCAL �j �/�4. R•c�f ) IMPROVEMENT DISTRICT (I.ID) L n r /OTiUirRD v/Lctf' h'E�Cfrrs ) i'etitloners hereby request that the hereinbelow described area be improved by creation of an assessment district for the express purpose of ( i) That the undersigned is in fact the owner(s) or the contract purchaser(s) of the indicated pr.operty(s) . (2) That the undersigned represent one—half or more of the affected area as hereinbelow described. (3) That the cost of this improvement to be borne by the benefited properties and in respect_ thereto respectfully show: That the area proposed to be improved by creation of an assessment district comprises approximately / %� acres , and is legally described hereinbelow (or on the attac ed sTieet marked Exhibit "A" which by reference herein is made a part hereof) : Wherefore , petitioners request that said lands be improved by creation of as assessment district and that the City Council of the City of Tigard , Oregon expedite creation of the same as provided by law. SIGNATURE ADDRESS MAP RECORDING TAX LOT ` NUMBER ^' F3co/c SB�J �7(c� - O/OG PRGE � SUBIAVISION CM)LIANCG ACREEP C THIS AGREE`IENT dated the _ y day of w�-z 19 beta_e th CITY OF TIGARD, a municipality of Oregon, hereinafter termel the "City", srld hereinafter termed "Petiti.oner". 'a I T N E S S E T H . VFEREAS, Petitioner has applied to the City for approval for filing in Washingtoe County, a subdivision plat known a: MCDONALD ACRES located in the Northwest quarter of Section id11. Townshin 2 South R i _ Nillarnette Merian, Washington• County o egon;�'a5 WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to insLall streets, sidewalks, street lights, storm sewers, sanitary sewers, unde;broun d utilities ir.d other public facilities for the developin.?nt and requires the pa}r.ent cf WHEREAS, the City has approved and adopted the standard specifications for Ptblic Works construction by AKA Oregon Chapter and the Unified Sewerage specifications for tF.e sanitary sewers prepared by professional engineers for subdivision developrent; and WHEREAS, the public improvcnents required to be constructed or placed in Petitioner ": develoFinant are incomplete, but petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and Che parties desi-e hereby to protect the -public interest generally and prospective purchasers of lots in said subdivision•by legally enforceable assurances that the public irr.provecerits will 1T1 ,[niilil .uyU1aL:; .]i:.. Noll, THEREFORE, in consideration of the foregoing preniscs and the covsr:ants and agreernnnt., to .be kept a::4 performed by the Petitioner and its sureties, IT IS 'HFREEY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the develop-lent, with the intent and purpose to complete all Public improvements except sidewalks and street trees of said s�Fdivision not later 0 '� two (2) years from the date of this a&reement, and Petitioner is hereby bound to eo0,p;, With all subdivision standards as set forth in said Subdivision Ordinac-e and the standard specification adopted by the City of. Tigard, or as gray be otharwi.;e approved by the Public Works Department and to use only such material and to follow suc`. designs as may be required to conform thereto. (2) To assure compliance with the City 's requiren-Pts and the rovis_ Petitioner tenders herewith to the City a surety bond in fora approved by thenCitty, Cvit' liability in the amount of $ 126,556. 14 _ _ ____ _ a copy whereof is hereto att,clred and b•.• this reference made a part hereof. �+ _ (3) In the event that Petitioner shall fail , neglect or refuse to proceed with the work; in an orderly acid Progressive manner to assure co.-inletiort within the tim. lir upon (10 days' notice by the City to Petitioner and Petitioner 's sureties, aver su.:hi defa.-rt and failure to proceed continuing thereafter, the City r"y at its' option orocr ' to have the work completed and charge the costs thereof aEainst Petitioner an-f sureties ar.d in the event sane be not paid, to bring an .+conn on the said bond to rc;c : r r its prum.ise and a,;ree pay, in additlull to .he amu, s accruing; and allo•.,ablc , it su,., a, the court shal _ .jdji1d1;e reasonable as attorney fees and costs incurred the City, bothin the Trial Court and Appellate Coirt, if any, or the City may, its option, bring proceedings to enforce against the Petitioner ind/or Petitioner's ureties specific performance of the contract and compliance with tic subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and cor►_s, both in the Trial Court and Appellate C-)urt, if any. (4) Partitiouer, concurrent with the execution hereof, has deposited with the City all amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Portland Ceneral electric Schedule 091, Option "B", together with a further sum equal to the estimated cost of providing clectricel energy to energize the street lighting facilities for a period of two (2) years from the date of initial ener-izing cf sa .6 lights. Said amount being (5) The City agrees to make and provide periodic and final inspections which in whereof the petitions- has paid prescribed inspection'fees.* (F) The City agrees to install street identification and traffic signs within the said subdivis4on, in consideration of payment in the amount of $210.75 (7) At such time as all public improvements except sidewalks and street trees within the subdivi.;ion have been completed in accordance with the City'E requirements, Petitioner shall notify the City of the readiness for inspection and upon certification by the Department of Public Works that the requirements of the City have been met, the petitioner will submit to the City a good and sufficient maintenance bond if not nl rnl4v pr—irinrl wi rh rhn nrrfnr^anrn },end . frrn gnnr(�VPrj 'kv r{hn r; h.• $_ 15, 107 .u0 to provide for correction of any defective work or maintenance beco-iing apparent or a-ising within one (1) year after tentative acceptance of the public improvements by the City. Upon receipt of certification by the Department of Public Works, that all rcquircraents have been m^t , and a One Year Maintenance Bond, the City Council. agrees to tentatively accept the public improve^ients subject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (8) That in addition to or supplementary of the requirements of the City's Sub- division Ordinance and the provisions hereof, Petitioner binds itself to conform to the following; requirements, scheduling and limitations: (a) None of tht lots of petitioner's subdivision as describe) may be occupies for residential purposes until an occupancy permit is issued under authority of the City and no occup:::.cy permit shall be issued i-riot to the acceptance of the subdivision and to the time that the sidewalk par,illeling Elie street for e-!ch developed lot proposed to be occupied, is installed as a part of the development ; provided that all sir!ewalks as roquired by the plans and subdivision code shall be installed throughout said s ;bdivision not later than 3 years from the date of this Subdivision lmpruvemr_nt Contrart . *Project Fee ;ewer Fee (b) All land 'p,ing trees on that portion o ;uch lot between the public .idcvalks-and_.the..curb .(parkA.ng area) as required, shall_.be_planted. and.in.place prior•• co final inspection and issuance of occupancy permit for each such lot in the sub— division. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping and trees in all areas shall be planted and in place within the entire subdivision within three (3) years from the date of this subdivision improvement contract. (c) After tentative City acceptance of the public improvements the petitioner agrees to place a• one (1) inch asphaltic concrete Class ."C" overlay on all roads within the development; placement scheduling to be approved by the City. , (d) Compliance With all terms and provisions specified theretofor said subdivision development by the Council and the Planning Commission of the City of Tigard, Oregon, inregard to variances allowed from the subdivision ordinance, cun— ditions specified by the zone use classification and, also, in the approved plats) and p '.an(s). :Ctit:C:;:: :.gree,- tJ -.':1CC f: :J.0 �iJi, r uJ udiLGtLVIS 1.iOLY ind/or maintenance becoming apparent or arising during the guarantee period as here— inabove set forth. (9) At such time as all. public improvements have been completed in accordance with the City's requirements, petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Council agrees to aco-ept said improvements for op,.ration and maintenance responsibility,thereinregard, and release the petitioner's guarani.ee bond. is hereto attached and by reference rade apart 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. (11) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforsaid performance bond and fl- ''ity shall be entitled to recourse thereto in the event of default ony the part it the petitioner with respect to any requirement thereof. IN WITNESS WHEREOF, petitioner acting by and through its duly authorized under— signed officers pursuant to resolution of its Board of Directors has caused this agreement to be executeda and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the lrr�-day of r'+ 1982 has caused this agreement to be executed by its' Mayor and Recorder. BY: By: , THE CITY OF TIGARD, OREGON By: !9i - (Mayor By: R0cor EKAULMIMLA LETTER OF COMMITMENT (Performance Bond) We have received from Lincoln Savings& Loan (lending institution) a loan commitment in the amount of $ 155 000.00 to finance the improvements of a subdivision located in the City of. Tigard , said subdivision being commonly kn )wn as McDonald Acres _. This loan commitment is specifically for con- structiun purposes for: (or) $ 126 556. 14 of the aforsaid total commitment has been allocated for construction purposes for: (strike preceeding inapplicable part) 1) public streets , including driveways, aprons, sidewalks, lighting and curbs 2) sanitary and storm sewers 3) domestic water 4) under- ground telephone and power 4) gas S) landscaping. All such improvements are to be completed in conformity with City approved construction plans and the sub- division compliance agreemenL thereinragard. 126,556. 14 We have agreed that disbursements of the S will be made in accord with the following schedule upon c.ompletiun of each, or all , itc-i(s) ; but not including the hold -back described below. ITEM A14OUNT Site Preparation/Grading $ 8,260.00 Concrete Curb 6.304.,00 Street (base rock, leveling rock, A.C.) 40..916.12 Sanitary Sewer & appurtances 1ID Installed Storm Sewer & appurtances 19509.16 _ Water Line & appurtances 17 500.00 r,#Ic Lino & apptirrances - n-n0- -- --- -- Underground Telephone & Electrical 12_,131.86 Concrc:e Sidewalk & Driveway Aprons _12 300.00 Asphalt (street -,verlay) Inelusied in eeI quantity Street Lighting �,j�5 on Miscellaneous (pathways , landscaping, mailbox clusters , etc . ) 0.00 Project clean-up & Construction staking --- -�D `.Ou- - TOTAL 3_1_26,556_. 1_4_ We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above-s ated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided certification acknowledging completion of any or all work pursuant to the above itemized schedule of improvements. Pursuant to Cie above schedule , 202 of the cawnitmen. hinds ( i .e . , S ZSJ, 3 will be held back through the normal one year guarratee period or until final City Acceptance of the project takes place or until the City is provided with a Separate maintenance bond, effective for said one year period from the date of Council tentative acceptance of the work. to assure continued freedom from defects, and maintenance , during tf— guarantee period. Page 2 Letter of Commitment Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved 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 $ less disbursements approved by the City of Tigard, in the event of any defects `or 14, failure(s) to correct such in the construction of the required improvements. It is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of -- less disbursements approved by the City of Tigard shall be held available to satisfy any aformentioned claim by the City notwithstanding defau)t on loan by borrowing party or termination of loan by lending inst-i.tutiun. DATE: Sincerely yours, Approved and Accepted: �Cx yr tLc�ndt•.ng lnstitution,l BY: (Tit t �e __ (Attach notary information and signature(s) authority) o\ S-TATE OF ORF(;:14, . .�`'r_ y —�'� . . . �4'� ? . . . . . . . • . County ss: )0 this . . ' V day of ,. �• '• • ': • • . , l9U': personally appeared the above named •/ • • • • . • • • • . . . . . . . and acknowledged the,foregoing instrument to be. . . . . . . . voluntary act and Gleed. (Qlfir!a!Selly Before nw. htv Commission expires: /" Notary Public Im Ore Proposal & Specifications f o r Construction of Improvements McDONALD ACRES In the City of Tigard Washington County, Oregon J,mers: Pete & Carrie Jancen Richard & Judi Star: July 6, 1981 Owners' Representative Dorner, T unks & Murray, Inc. 519 S.W. 3rd - Suite 306 Portland, Oregon 97204 Table of Contents Contract Documents McDONALD ACRES 19?HOVEMENTS Section Title Page - - - - - - - - - - - - - - - - - - 1 Table of Contents - - - - - - - - - - - - - - 2 Advertisement for Bids - - - - - - - - - - - - 3 Instructions to Bidders - - - - - - - - - - - 4 General Conditions - - - - - - - - - - - - - - 5 Special Conditions - - - - - - - - - - - - - - 6 Technical Specifications - - - - - - - - - - - 7 Proposal - - - - - - - - - - - - - - - - - - - 8 Agreement - - - - - - - - - - - - - - - - - - 9 DrawinEs: Street &. Stcrm Sewer Plans - - - - - - - - - 79-17-1 Street Plans & Profiles - - - - - - - - - - 79-17-2 Street Improvement Details - - - - - - - - - 79-17-3 Details & Notes - - - •- - - - - - - - - - - ?9-17-4 2 - 1 Advertisement for Bids Sealed proposals will be received by Dorner, Tunks & Murray, Inc., at their office, 519 SW 3rd, Suite 306, Portland, Oregon 97204, until the hour of 1: 30 o'clock P.M. on for the work herein described. Bids will then be publicly opened and read by Donald L. Murray. Any bid received after the time specified will not be considered. The work consists of 810 l.f. of street improvements on S.W. 98th Place and S.W. Janzen, along with 415 feet of 2 street improvement on S.W. McDonald. Furnishing all labor, material and equipment required for completing the work in accordance with the plans and specifications, including: Clearing and Grubbing Excavation, Fill, Grading, Sub-base, Leveling Course, etc. Concrete work, Curbs, ,sidewalks, Catchbasins, Manholes, etc. Drainage Piping Asphalt Surfacins, etc. Plans and specifications may be obtained from Pete Janzen, 9910 S.W. McDonald, Tigard, Oregon 97223 (639-5944) or from the offices of the Engineer, Dorner, Tunks & Murray, Inc. 519 S.W. 3rd, Suite 306 Portland, Oregon 97204 All bids stall be accompanied by a certified check, a cashier's check, or a bid band in the amount of 5% of the bid. Date of bid opening and nature of the bid shall be plainly marked on the outside of the sealed envelope. Completion time shall be 90 days after notice to proceed. The owners reserve the right to reject any or all bids, to waive any iri,egularities, or to accept the bid or bids deemed best for the Owners. 3 - 1 INSTRUCTIONS TO BIDDERS 1. Description and Scope of the Project. A general description of the work to be performed is contained in the Advertisement of Invitation for bids. The scope is indicated on the accompanying Plana, and Construction Specifica- tions and other parts of tlic Contract Documents. 2. Plans. The plans, or a portion thereof, may or may not b bound with the Contract Documents. Their identity and location will. be indicated in the Index of the format of the bound documents. 3. Contract Documents. The Contract Documents under which it is proposed to execute the work consist of the material bound herewith, and they are as indicated in the Index of the format of the bound documents. 4. Type of Proposal. The type of Proposal is indicated in the Proposal Form, and shall be one of the following types: a. Jnit Price. Under a proposal on a unit price basis, unit prices will be required on all items of the work as indicated, except those items designated to be paid for as a lump sum. Estimated quF ':sties of the work to be done are based upon preliminary calculations of the quantities, and are to be used solely as a basis upon which an .ward of a contract shall be made. The Owner reserves the right to increase or decrease the estimated quantities of any unit of the work as may be deemed necessary as indicated in the General Conditions. Actual payment to the Contractor will be made on the mea- urement of the actual work performed as specified in the Construction Specifications. b. Lump Sum. Under a proposal on a lump sum basis, a single lump sum price shall be submitted in the space provided, and will serve as a basis upon w;.ich an award of contract will be made. If required in the proposal a breakd wn of the total lump sum bid shall be provided in the spaces indicated. Actual payment under the contract to the Contractor shall be the amount of the lump sum bid in the Proposal a-, may be ad,juott-d fcr a.dditicoi, or deleti :i resulti►,g in change:_ in construcl..'..;n c. Pr_,p-_.ale with Equipment and/or Materlal.z Selected acid/or Furn- ished bJ' the Owner. Proposals with equipment and/or materials are to be selected by the Owner, the bidder shall submit in the appropriate place the unit or lump sum price of each different manufacturer or producer, and such price shall include the cost of installation. Proposals with equipment and/or materials to be supplied by the Owner, tht_ bidder shall submit in the appropriate place the unit or lump sum price of the installed equipment and/or material including the cost of handl- ing and transporting from the place indicated that it will be available to the Contractor to its place as indicated in the plana and specifications. 5. Submission of Proposals. Each proposal must be presented under sealed cover to the Owner or Engineer as stated in the Advertisement or Invi- tation for bids at the time and place fixed for receiving of bids and must be made identifiable by a notation on the outside of the cover stating that it 4-1 is a proposal and shall give the name of the particular project to which it applies. To insure receipt and consideration of proposals by the Owner, same shall be delivered by the bidder in person, or by messenger. The Owner assumes no responsibility for the receipt, transmittal, or consideration of bids not so submitted. All proposals must be made in the proposal form provided herein. They must give unit and/or lump sum prices, both in writing and figures, all extensions and totals as well as the signatures, names, addresses, and other information called for. 6. Specifications and Plans. The work covered by this proposal shall be done in strict accordance with the specifications, provisions, terms, and all the requirements set out herein, supplemented by the plans. 7. Contract. The contract into which the successful kidder shall enter will be of the form contained herein. 8. Changes in Plans, Specifications, or Quantities. The Owner reserves the right to, at any time prior to the hour of opening bids, make such changes or corrections in plans, specifications, or quantities as may appear to the Owner or the Engineer to be necessary or desirable. Bidders will be notified of such changes or corrections by letter mailed to the Contractor's address as it appears in his request for proposal, or an announcement of such changes or corrections will be made immediately prior to the opening- of the bids and bidders will be given the opportunity to correct or withdraw their bid. The Owner or its representative will not be responsible for failure of bidders to receive notification sent c-it as stated or for failure of bidders to withdraw their proposals after announcement of change or corrections in the plans or the specifications; and all proposals opened will be unders*-od to be based upon the changes or corrections; and all bidders will be bound thereb,;. 9. Examination of the Plans, Site, Conditions, etc. It is understood that the Contractor, before signing the proposal, has made a careful examina- tion of the attached conditions and the plans, specifications, and the con- tract agreement; that he has fully informed himself as to the quality and character of work required; and that he has made a careful examination of the location and condition of the work. The Owner will in no case be responsible for any loss or for the unanti- cipated costs that may be suffered by the Contractor as a result of the Contractor's failure to fully inform himself in regard to all conditions pertaining thereto. 10. Federal, State,_County and Local Laws. The attention of bidders is specifically called to the necessity of beim; familiar with Federal, State, County, and Local laws, as the Contractor will be required to secure the necessary licenses and permits and shall carry out his work in accordance with all such laws and regulations. 4-2 11 : Filling in Proposal Form The bidder must submit his proposal on the proposal form attached hereto The blank spaces in the proposal must be filled in correctly, where indicated, for each and every item for which a quantity is given, and the bidder must state the unit and/or lump sum prices, written in ink, both in words and numerals, for which he proposes to do each item of work. The bidder shall sign the proposal on the blanks provided therefor. If the proposal, is to be made by a partnership or by a corporation, the names and the addresses of the partnership or corporation officers, as well as the agent therefor, shell be given 12. Prohibition of Alterations Proposals which are incomplete, or which are conditioned other than herein authorized, or which contain any erasures, alterations, additions, or items not called for in the itemized proposal, or which contain any irregularitiee of any kind, or which are not in conformity to law may be rejected as informal 13. Withdrawal of Prcp.-.sils Permission will not be given to withdraw, modify, or explain any prcpoeal after it has been deposited with the Owner, except as previou.ly provided IL; Proposal `guaranty Each proposal shall be accompanied by cash, a bidder's bond, or a. certified -heck rn:%de payable to the Owner for an amount equal to at least five (5) per cent of the total amount of the bid, and no bid shall be considered unlet: such cash, bond, cr check is enclosed therewith, Should the successful bidder to whom the contract is awarded fail to execute the came within ten (10') days +;not including :undaysl from the date of receiving the contract prepared and ready for execution, or fail to execute and deliver the contract bend a: required, or fail to commence work, or fail to satisfactorily prosecute cam- in a. cordance with the terms of the contract such cash, bond, or certified chFck shall, if the Owner sc orders, be forfeited to the Owner, and, at the option of the Owner, the award may be withdrawn and the contract canceled If a bidder's bond iE. glven it mutt be executed on a standard form, copies of which can be obtained from, the Carcty CcLpa.ny The Surety Company must be authorized tc issue such bcnd in tnt :tat_- cf Oregct 15. Opening cf Prc�;:,Az, Proposals :hall be opened and read at the time and place Eta.ttd in tr:._ pr_,encc `f the tiidere or their representatives, and the Owner and his repro&ertjtiv-� :r any others who may be interested 16. Com arisen of B.d:. All bid: ire to 1� compared on the basis of the total amount of the bid rwith alternates or combination of alternates, if any. 17. Qualification of Bidders. Not required under this contract. 4-3 18. RiEht to Reject Proposals. The Owner reserves the right to reject any and all proposals and to waive technicalities as it deems best for the interest of the Owner or may proceed with and to do the work under the super- vision of the Engineer if in his opinion the best interest of the Owner itil be thereby promoted. Proposals in which the prices are obviously unbalanced may be rejected. 19. Surety Bond. To guarantee the faithful performance of the contract, the successful bidder will be required to furnish a surety or performance bond and payment bond, which bonds must be the surety bonds of an incorporated Sur- ety company licensed to transact business in the State of Oregon, and which bonds must be in all respects satisfactory to the Owner. The amount of the Performance and Payment Bonds shall both be in the full amount of the contract, 20. Execution of the Contract. It is agreed that the Contractor shall, within ten 10 days (not including Sundays) from the date of receiving from the Owner the Contract prepared and ready for execution, and before commencing work hereunder, furnish the Owner a corporate surety bond, as specified above, for the faithful performance of the contract in all respects, and the contract shall be binding until said bond is so furnished and approved by the Owner, and if not so furnished within ten (10) days specified the Owner may, at his option, determine that the bidder has abandoned the contract, and thereupon the surety accompanying this proposal shall be forfeited, and the same shall become the property cf the Owner. 21. Award of Contract and Return of Proposal Guarantees. All proposals shall be subject to the acceptance within thirty-five 35 days from the date of the opening, and the bidders will not be bound for a longer period except by special agreement. All proposal guarantees, except the successful bidder, will be released within three (3) days after the award of the contract, or the rejection of ,he bids. In case of deferred action, the proposal guarantees of all but the three (3) lowest bidders may, at the option of the Owner, be released at an earlier date, and in no case will the proposal guaranty of any but the suc- cessful bidder be held for more than thirty-five (35) days . 22. Time of Completion. The time of completion of the work to be done under this proposal and to be performed under contract is the essence of the contract. Delays and extensions of time may be allowed in accordance with the conditions of the General Conditions. 4-4 GENERAL CONDITIONS OF CONTRACT INDEX 1. Definitions 22. Correction of Work before Final Payment 2. Executilin, Correlation and Intent of Documents 23. Liquidated Damages 3. Design,Drawings and Instructions 24. Added Compensation for Expedited Completion 4. Verbal Agreements M. Suspension of Work 5. Copies of Drawings Furnished 26. 'The Owner's Right to Terminate Contract 6. Order of Completion 27. Contractor's Right to Stop Work or Terminate Contract 7. Ownership of Drawing@ 28. Removal of Equipment B. Subsoil Conditions 29. Use of Completed Portions 9. Materials, Appliances, Employees 30. Payments Withheld Prior to Final Acceptance of Work 10. Rovalties and Patents 31. Indemnity 11. Surveys,Permits and Regulations 32, Damages 12. Protection of the Public and of Work and Property 33, Liens 13. Inspection of Work 34. Assignment 14. Superintendence 35. Rights of Variout Interests 15. Changes in the Work 36. Separate Contracto 16. Selection of Equipment by Owner 37. Subcontractors 17. Extension of Time 38. Engineer's Status 16 Claims for Extra Cost 39. Engineer's Decisions 19. Variation in Number of Units 40. Arbitration 20. Force Account Work 41. Lands for Work 21. Deductions for Uncorrected Work 42. Cleaning Up SEC. 1--Deflnitlans The Contract Documents are complimentary and what is called for by ore shall be as binding as if (a, The Owner, the Contractor and the Engi- called for by all. In case of conflict between plans neer are those mentioned as such in the Agreement. and snpcifications, the specifications shall govern. They are treated throughout the Contract Docu. ments as if each were of the singular number and SEC. 3-Design, Drawings and Instructions masculine gender. (b) Wherever in this Contract the word "Engi- It is agreed that the Owner will be responsible neer" is used it shall be understood as referring to for the adequacy and sufficiency of the plans and the Engineer of the Owner, acting personally or specifications. The Owner, through the Engineer, through any assistants duly authorizeu in writing or the Engineer as the Owners representative, for such act by the Engineer. shall furnish plans and specifications which com- pletely represent the requirements of the work as (c) Written notice shall be deemed to have been far as practical to be performed under the Contract. duly served if delivered in person to the indi%idual All such drawings and in3tructions shall be consist. or :o a member of the firm or to an officer of the ent with the Contract Documents and shall be true corporation for whom it is intended, or if delivered developments thereof. In the cases of lump-sum at or sent by registered mail to the last business ad- contracts, plans and specifications which completely dress known to him who gives the notice. represent the work to he done shall he furnished (d. The term Subcontractor, as employed herein prior to the time of entering into the Contract. The include--, only those having a direct contract with Engineer may, during, the life of the Contract, and the Contractor and it includes one who furnishes in accordance with Section 15, issue additional in- material worked to a special design act7ording to structions, by means of drawings or otherwise, uec- the plans and specifications of this work, but does essary to illustrate changes in the work. not include one who merely furnishes material not so worked. SEC. 4-Verbal Agreements SEC. 3-Execution, Correlation and No verbal agreement or conversation with any Intent of Documents officer, agent, or employee of the Owner either be- fore o. after execution of this Contract, shall affect The Agreement shall be, signed in duplicate bi, or modify any of the terms or obligations contained the Owner and the Contractor. in any of the documents comprising said Contract. V - 1 s: SEC. S—Coples of Drawings Furnished SEC. 10—aoyalties and Patents Unless otherwise provided in the Contract Doc- The Contractor shall pay all royalties and lirenae umeno. th- Engineer will furnish to the Contractor, fees. He shall defend all suits or claims for in- free -1 charge, all copies of drawings and specifica- fringement of any patent rights and shaU save the tions rex,oaably necess,ry for the execution of the Owner harmless from loss on account thereof ex- work, sept that the Owner shall be responsible fur ail such lose when a particular manufacturer, product, SEC. 6— Ordisr of Completion or process is specified by the Owner. The Contractor shall submit, at such times as SEC. 11--Surveys, Permits and Regulations may reasonably be requested by the Engineer, Unless otherwise specified, the Owner shall fur- schedules which shall show the order in which the nish all land surveys, base lines and stakes for In- Contractor proposes to carry on the work, with eating the principal component parts of the work dates at which the Contractor will start the several together with a suitable number of bench mart,- parts of the work, and estimated dates of completion adjacent to the work. From the information pr of the several parts. vided by the Owner, the Contractor shall develot and make all detail surveys, lines and elevations ar SEC. 7--0wnershlp of Drawings he deems necessary. Permits and licenses of a tem. All drawings, specifications and copies thereof Porery nature necessary for the prosecution of tie fuinished by the Engineer sh,Il not be reused on work shall be sei:ured and paid for by the Contrar other work, and, withthe exception of the signed tor. Permits, licenses and easements for permanent Contract, sets are to be returned to him on request, structures or permanent changes in existing facili- at the completion of the work. All models are the ties shall be secured and paid for by the Owner, property of the Owner, unless otherwise specified. The Contractor shall give all notices and compl•, SEC. •—.Subsoll Conditions with all laws, ordinances, rules and reguluUui.s bearing on the conduct of the work as drawn and Should the subsoil conditions be found to differ specified. If the C-rntractor observes that the draw- materially from those indicated by loge of test bor• ings and specifications are at variance therewith, ings and/or records made by other methods of un- he shall promptly notify the Engineer in writing, derycround exploration, adjustment in eosC, either and any necessary changes shall be adjusted as more or less, shall be made as provided in the Gen- provided in the Contract for changes in the work. eral Conditions for changes in the work. No verbal The Contractor shall carefully preserve bench agreement or conversation with any officer, agent or marks, reference points and stakes and, in case of employee of the Owner, either before or after the willful or carele=s destruction, he shall be charged execution of this Contract, shall affect or modify with the resulting expense and shall be responsible any of the terms. for any mistakes that may be caused by their un- SEC. 9--Materials, Appliances, Employees necessary loss or disturbance. Unless otherwise stipulated, the Contractor shall SEC' 12—Protection of the Public and of pro,vidc and pay for all materials,labor,water,tools. Wtork and Property equipment, light, power, transportation and other The Contractor shall ptovide and maintain all facilities necessary for the execution and comple. necessary watchmen, barricades, red lights and tion of the w irk. Unless otherwise specified, all warning signs end take all necessary precautions materials incorporated in the permanent work shall for the protection of the public. fie shall continu- he new and both workmanship and materials shall ously maintain adequate protection of all work 1w o{ pond quality. The Contractor shall, if re from damage, and shall take all reasonable pre. quired, furnish satisfactory evidence as to die kind cautions to prote-t the Owner's property from in- and quality of materials. jury or loss ati»ing in connection a,th this Contract. The Contractor @hall at ail times enforce strict He shell make good any damafc, injury or loss discipline and good order among his employees, and to his work and to the property of the Owner re- shall seek to avoid employing on the work any suiting from lack of reasonable protective precau- unfit person or anyone not skilled in the work as tions, except such assi may be due to errors in the rigned to him. Contract Documents, or caused by agents or em- plovees of tha Owner. lie shall adequately protect Adequate sanitary facilities shall he provided by adjacent private and public property, as provided the Contractor. by Law and the Contract Docuntentq. V — 2 In an emergency affecting the safety of life or of any discrepancy between the plana and the physical the work or of adjoining property, the Contractor conditions of the locality,or any errors or omissions is, without special instructions or authorization in plana or in the layout as given by survey points from the Engineer, hereby permitted to act at his and instructions, he shall immediately inform the discretion to prevent such threatening loss or in. Engineer, in writing, and the Engineer shall jry. lie shall also so act, without appeal, if so au- promptly verify the same. Any work done after tUorized or •instructed by the Engineer. such discovery, until authorized, will be done at the Any compensation claimed by the Contractor on Contractor's risk. account of emergency work, shall Le determined SEC, 1 S.—Chonpes In the Work by agreement or by arbitration. The Owner, without invalidating the Contract, SEC, 1 a---Inspection of Work may order additions to or deductions from the work,the Contract Sum being adjusted accordingly. The Owner shall pruyide sufficient competent Any claim for extension of time caused thereby engineering personnel for the supervision of the shall be adjusted at the time of ordering such work. change. The Engineer and his representatives shall at a.11 In giving instructions, the Engineer shall have times have access to the work whenever it is in prep- authority to make minor changes in the work not aratiou or proore-,s, ane+ the Contractor shall pro• involving extra cost, and not inconsistent with the vide proper facilities for such access and for inspec• purpose of the work. The Engineer shall further tion. have authority to issue written change orders up to and including $1,000 cost. Except in an emergency If the specifications, the Engineer's instructions, endangering life and property, no extra work or laws, ordinances, or on% public authority require change shall be made unless in pursuance of such any work to be speciaily tested or approved, the written order, and no claim for an addition to the Contractor shall give the Engineer timely notice of Contract Sum shall be valid unless the additional its readiness for inspection, and if the inspection work was so ordered. is by another authority than the Engineer, of the The Contractor shall proceed with the work as date fixed for such inspection. Inspections by the changed end the value of an such extra work or Engineer shall be promptly made, and where pra,:• change shall be determined as provided for in the ticable at the source of supply. If any work should change be covered up without approval or consent of the 6 Engineer, it must, if required by the Engineer, be SEC. 16—Selection of Equipment by Owner uncovered for examination and properly restored at the Contractor's expense. If the Owner or hi-, agent reserves the sole right Re•inepection of any work may be ordered l-y to select equipment to be installed, Contractor shall the Engineer, and, if ao ordered, the work must be be responsible only for its inoallation according to uncovered by the Contractor. If such work is found the plans and specifications, and shall not be held to be in accordance with the Contract Documents, liable for its operating performance. the Owner shall pay the cost of reinspection and SEC. 17--Cxtenslon of Time replacement. If such work is not in accordance with the Contract Documents, the Contractor shall pay (a) The period of time for completion set forth such coat. in the Agreement shall be extended in amount equal to time lost due to causes which could not SEC. 14—Superintendence have been foreseen or beyond the control of the Contractor, and wl•.ich were not the result of his The Contractor shall keep on his work during its fault, negligence, or deliberate act. Extension of progress, a competent superintendent and any nec• time for completion shall also be allowed for delay-, essary assistants, all satisfactory to the Engineer. in the progress of the work caused by any act or The supe:intendant .hall represent the Contractor in omission on the part of the Owner or his employees, his absence and all directions given to him shall be or by other Contractors employed by the Owner, or binding as if given to the Contractor. Important di• delay due to an act of the Government, or for any rections shall immedistely he confirmed in writing delay in the furnishing of plans and necessary in- to the Contractor. Other dirertions shall be con• formation by the Engineer. or for any other cause firmed on written reque-,t in each ca-,e. The Con• which in the opinion of the Engineer entitles the tractor shall give %uflic tent superintendence to the Cnntrartor to an extension of time. Strikes snd work, using his hest skill and attention. labor dispute% shall be cause for an extension of If the Contractor, in the course of the work, finds time. V — 3 �, r . �,' . �f . V �/ 1 I +r � , 1 I . r I .1 �, i ---- --- 25 --- ------ - 251 .-------__ ti P 0• b.' ' - r - S 3' �'-� 171 •1 v 17 ' 3' 4 " 16 BARS - 2" O.C. :,:•:: 2.T a rvRauc>!rT naoN aR WELDED I ��� I I f1 •.� U T l l i T r STRIP FRA AND GRATE '4' :{ 1 .",jt000�... I '1W - - ---- _. - - - . - -lommmmw-- ~m.w,"."W__-- - - " JULY 11 1992 . __ - . ".- . - 1 I � -1 1 . I. , I .. ..­ ,- - . .. - .. .. TAIL .Tzl . CROWN h ml. , :� I - ;#4 I f e -0 ZX 1 #4 -11� I/ IMI .I I f x .Y 1 N 1 BARS- /21 i-- - ..J :: . * I ..-_ 1 dt 'r .x d. - flat ban N M S"' i I 1, I L4' fie. : , 3__ r R/W L ( ' ' I i�.�1. ' 4L R/W ____- �q SIDEWALK SLOPE 0 020tq I- - -� ' 2-9-7/� RAMP SLOPE 0.0917 2'_B_I�of 2" CLASS "C•' ASPHALTIC CONCRETE -- ►� 1. R LINE t ova k ►KSI ' `- � I. \ -- 1, 11 11 " QrT'TE I 77,- 27 3/4N 0" CRUSHED ROCK/GRAVEL r : i , , l,P1PE :;i:i i' _1 I NOTE : 8 2" - 011 CRUSHED ROCK/GRAVEL W `"i'`ii� . . . . . . , . I ' y + GRADES SHALL NOT EXCEED 12% ON , LOCAL STREET, ,� `. . -. ` a ; :.• L % 1. I . . - + 'o P.T. . CURVES HAVE L o !i' 1. SHALL NOT LESS THAN :� ,r:::. , . . I . (.1-2-&x 2-1&x 3/e � 1 . 100IFT. OENTERLINE N . . RADII. tMl LOCAL STREET. ' 'i'i . ;:i :: I .1INTERlECT,14N A►N>RlE' > KEI NOT EXCEED } ' i:i:ii::: iiiii: i �.. I I . - 60 , UNLE89 TNERE 1[, ECIAI. MIT[R9ECT10N , . 1 . I ..'L _ I I . ,,, 1 r•.•.<•.• •:•:: I % , VEw , . .. Cj W . I . . . . . "" -h DE.9ION. - - ........ .1 '�. . � � . rr b_ i�s;v:­­­` :j}}ri:':':} I t,t: ' a rA :::::•:•.:::i:?::. f L . 1, . I ,4� �*ONEANCN OVERLAY REQUIRf.0'. W,ITMIN ONE YEA I . 11 . Pfi . 1. 3/41' .. I . .. LOCAL I � ' T ET 5ECTION --- s/_p" __ . ___ -,.1 I � �' ... . �., I . 11 . . .. �� . . I . . - .1 . o . I .. I . ­ � _... . '� K. L.� .„I .,�,,_oi' ��1, .I . 4 I .. 1 I . . . .. - ,I I . kI. +" , , .. iP � --,* . .. . . .-� • , , '. ,,`, •-�_­� 1 .. i ,. .A 1.4, ,._.-.y-•r-` t • o" _jM­%_7f ' - 1 . L . . '_12. . . . , - . ­ I I . 1" . 111, . . . . .. � . I ,. 112 MAx I --�!` I� I A d <- . . � . . .. , �.. . . ­: ` -'r . I ... .._ . I . . am 1. I. i•r•- '� 1' 1 '�' -- r. ' 1. . tJ . _ STREEt "'I"N , "".'` �►, ~ rl �y„ .. "+--. EX#$?{NG .� .� .A � .�, •••. , ter. �AO. t�11 _1 .11 . 30 .� 7 I., ,L , I . . I , , . . I ( I . . . . I I.. . . � ay. . L. . .. , �, -+ yA11►- G'� CRUSHED ROCK LEVELING SECTION C•C ,• - , •r A t• COURSE AS SOIL CONDIT,IOM REQ1. '• •• e�. 0" + .I vez r i e S . .. 0'-4" 3 -4-1/2�� t i, _ 2? ''Westof 78 t11 I 1. I.. . 2 -9-7/8 I I . . . i r NORMAL PVMT SLO I CONCRETE BREAKING STRENGTH TO I . i 1 I!r CLE & WHEELCHAIR RAMP * ' BE 5000 PSI AFTER 28 OA YS �itl2rl DRAIN H ; A W I R W � �.. -.-I ;,.F 0'_ 6' __ I 4 TLE-WEEP t ►.' S. _ ,3 I I i DRAIN AT r• W q, x 1. N_ 9LEND A;C T'0 MATCH S1. :v SU®-GRAOE J 2 , . ' `\�� 1 EXIST PVMT ,Q C/L 1;11 I "'` OI �� } _ 1. T% I �i •r. `v _ _ - EXIST PVMT. - ,: 'g;� �Oh/ .; l> "� 2 1911 - -'- 27ti1 a• • ::' _ r._ - STANDAi�O CURB --�- -- 2 Ct'A$SNB„ A/Ir PVMT - - A,LT'. 11 . . 3t1�(At --rK,F- �F> A.e. �"d'loot000­2�-4-1/4`---�G:'� "�_" ' M .. 161/211 2 4 1 1 S!DEWIAL.4C RE4�UIiCED.. - 3 3�1 --0 CRVSHEU ROCK..., 1%,sm. ._ f\_I, v_v%�cu-c �`- `� .r 'Cl'! 6' h�f13/4 •+1 6 F-►It • ' -----==T2 - CAUSMED ROCK E 1 ' 2 -- - :� , . '. r . Z I/21 . ,. "I � I T SECTION A-A SECTIGN � L' . TY ' �.r _ . 8-° , -- _.� S T R E E T I' M P ROV E M E N T �._._ ►4" k..--_____ 2 2" 1 - . ______._ CONIt3ZETE TO BE 3000 P.S.I. 28 LAYS- 6 SACK MIX 11 i , .4 16' 2 4 - 32 -o -----._---------_- ----- - 1. S 1 A N D,�, C� CATCH E A . I N . r � % " : I . . 1. ... . 1. �. I .. I -1,_j .r`� N -_ --^ �'- (6'-Y+U �_- _ -` _ _ -._�-_. ....-I - 0 N _.._+.�:,_.. _ ., 'n T • . I1111 I f INTERSECTING INTER9FCTt���� - � /1 - r 60' R/W'sI 601 R/W - 50 RX ,: - - _ o o1. ' iii, Iff IOWA I -bg \c�2�, .. h. ` %,s �Q/GC'r/l�'`L7.`•,..� i:..'...a...�- ......... -..,-, .,._._ .�._,:r, ,,.,_.,,, - 1 .'► L. - 1. p. I I - r - ------ a=t1( . . 1 1. I . :. 1 �;�. - i I N 1,l M I I S�_Off EXISTING EXISTING R' t L 1 tI�'�- 14-,0 .r • 1.. ,.__..�:�--__ ,.- i 4-0 - , -------..A I � / 1. 1 . e � - - -R.- - -� ;.• 1 I tL . < � . I I I 0 Sh"X10"Gotv"ixe S4. Head Machine Dolts . ��• r W16 Weebtre. 2 Batts Pier. .. . Rs11 Pot PoN. I f N N t t J ; I ) I -P 1 . Fes-O--4 - * I # I CURB C URB 1 1 1 �,. , ` � •!��1< s" Post--Tr't►MieA Ant 1~sftrlsl, WfI11fA � , ' " .'' .. N 1. R I I : 11 ill" 'L:-h . . ZW E, >r D" Cross Rsils--RsJls TO BIt WitAf ief Blast 1Miflt %Mfie [� `�' �j . /� C " ' `. �0 a • 440"OstorttN lstr1pe. 5T R -E t • D A R R I CADE , _ _ _ _ _ _ _ _ STANDARD PP ECA ST 4 ` 11, \ , `. 11L :11. rATC1-� gA5 N -, { " . , 1. 1. f C 1 . , . ? 1, el 51 31 , '.1 x. f2'� PRE-MOULDED EXPANSION ; e, .t� f r' . ^,r 1 EXP JOINT FILLER 11WL `''- l JOINT 49" MAX r `+ � I [s+ { 1"' I.11r r {r ' . GI SIDEVU LK `s N c>.- NOTE • INTERSECTIONS WHICH ARE l �� 2 - - .. N T AT RI N T r; AAliOAf• SLOPE g\ 0 G ANGLES SHALL ,u - IL ,. - �_. 2 It 6 x 8 . . ,EXISTING R HAVE A MINIft1lUM CORNER xw f - N :_• R RADIUS OF �0 FEET. ?a 1. '• i I iNTERSECT10N3 WITH ARTERIAL.. 11 '� - �11 \ ,� i '* �h I. ;:f � 11 1 s I 1 INTERSECTING STREETS SHALL HAVE A MINIA'um . a :z,r.. 1 1 N 4 q r 6 CUftO I 1 . I 3 /f � t SO R/W's , ,� .t 1• -''� �+,- 3 4 4 CORNER RADIUS OF 20 FEET, `I �,� I `� tee note number 4 ' /f. CURB - A N I �' •�:, - FACE of CURB AARD S 1 D E WA L K COP NERS. A''r A Ilf •• STREEt '* � � r FACE Of CURB r . . 1 �/'`1 ,' r, APRON SLOPE >'s0.'OT?.8 y � �i ,�_;__- 1. 1` l 6110 8l v dote to current 5tanc�ards , T-C: - _ ------_ . -- TOP OF CURB ELEV. l; '�� _ --- Q./ M i.' � '.I-•. '-„�:.�...'�.. 'A .rt♦ 4 .•d.7"'r •` •'� " i�'� -' f .. 1 - ON DATE Dwarf" �� II} , i P'" .tt7►jrr�"� ,;�, 1 J. REVISI F►TION Ir •r .f►.� +a. '�• •a ,• • : 11 / 1, . - A ` Rtt,T-let" I & Judi Sta<,.k • P¢.•1e Y Carrl2 .,Tamaen,-f' T'd, t� 'a►pie: D °.' 1 e NOTES. SECTION A-A 6 : R ,a N.-_?lo,f--•-- --- . I POST SHALL BE SET IN CONCRETE f 26"DFEP.- P - f P. 1 �. /� MG DOS? a /0 Acres I I~" 21 ,• ' .•v DIMENSIONS (ff.) 2 LUMBER la TO BE STANDARD OR BETTER GRADE. ���' GIN '`�(���- �, �1�11%.-�''�IM... ' ^� � w UTILIZE CEDAR OR PRESSURE TR FATED,MATERIALS �'� 969441 y. w�'3, ,t TR _ nr,___A. _ �tra.Qf Im roveman1 ' 5L Ii 11 .d` X ID 12 , 14 16 18 20 p _ ._ _ n S. HElstlT SHOWN IS U.l.FOSTAL SERVICE SPEC �o --- {' . fMOI ,..NC E' SMA1-1, NAVE A VAIN. FAC E LUSH WIT -A"& R8. X111 . r d f ECKEDxrt--S- - -•-- 4. E Of •Ol1 TOB f H OF C11 �H ,;, ' �., ,,.9R I STRENGTH 3,000 3 MAX. OF 4..MAILDoxES EVENLY' SPACED IN �J� 0111"111 _11 , --61✓ _1e�'�' / $:, rr, - �. LUSTER. Y.P. MAILBOX WT okct- ' ,, DA - f ----- �.. I o y { p' TEI. _�ir f4 lQl. c� �' le SAY _ EACH C «�. � �jt.J � C E>� n;L\ '�a. �Pa '`'�� y . . � tlau_Y.1. l'1.�.---- ----- -��--- a-`--., ._ AAArrllAt. �t r - f _F- �/O L. M ' 'S',y�k NQS �rrlovED 1r1 D O R N E R • M Nom• _. ''IIS,. RES - - � ' ' ' CONSULTING nl s u � a TU'N 5. INC. . ,. '` NL TING ENGINEERS '" ILZ �� MCDONALD ACREI 1, -- - -----• PO RT OREGON r""' "` 1. ' I01, lel�:'' y14 f' j�`� . .•. o. t .�•_ .....�._ 1. I0 ,49 • > '+�'' `.+ r _ tit 1. . ~t 1. - K YR12UE . v r �+I lk_ -w. -�- F - .^ " �^^ « Xif tlliAli C+ ...�.,.---- -.....- *. Mq g;..1 . ylRr+r a.• fini4 ,'41**v� t 11111111111111IIII11111I' 1111� II IIIIIIIlIII IIIIIIChIIII11111111111111III111111IIllllllltllIII11eX111 ) llll � ll .I , I � III � fIIIIII1 ( ( jII � ItI � II II IIIIIII ( ( 1IIIII ) IIIIIIIIII ( IlIl11 � IIIIIIII ) I ) • ( 0 1- -. '- Ir a r NOTE: I F TH IS M ICROF I LMED ( 2 3 4 5 6 7 8 9 IID 11 . 12 _ DRAWING IS LESS CLEAR THAN I THIS NOTIC v-IT IS DUE TO THF QUALITY OF THE ORIGINAL ^,..DRAWING. ---- ------- -- - ---.-------- ` ,,.� OE 6Z 8Z LZ 9Z SZ fZ EZ ZZ I OZ 61 91 LI 91 SI v EI ZI II 01 6 9 L 9 S b E Z Ia1.... u,�lr" ItIIIIIIIIItIIIItnI uu)Intl ilii)nLtllllf,�U111111111111111ItI tullttlll ttttllt11l1ILt1 tfitl uilllilI1 UII11111111111111111I1Ii11111 nlllu11l1111111111111111111IIIIlIfIIIIIIIIIIIIII ilidi111l iIIlIIIIlII11iUlll uulllulllulllllll111IIWWBIhIIIIIU)11111Ull�IIIIIIIIIIIIIIIWIIIII I STANDARD MH. d FRAME A COVER .-FINISH GRADE ' STEPS 19 SPACES -2' I�.C. 31-2 MAX. " : SET FRAME GROUT I ." IN MORTAR 2" BAR-I/2"x2"x3�.2-V2 � 1 i b,;;.ri• . •• 4"CONCRETE EXTENSION / ( �-"� � _ B B - \ RIND INSTALL A9 REQUIRED - - - - - - - - - - - - _ ' 1 " TO BRING MH. COVER !k ` �C � I I a `Y ; Q-- "� FRAME TO DESIGN GRADE. ` ' "' SJ* (max. S rings ) . r ECCENTRIC I2 r - I♦ I 1 I t� / I 1 01 MH. TOPIz MIN. , ` I ----•-- - •s-- -- - - -\`�. = L/ - - "t. . '� RAM-NEK JOINT 1 - ' -� + 3 3 V4 •,�c -. I e• -- '• 1 I I �+•--- 3, 3„ ,� MATERIAL OR EQUAL 6' �+---- 2'-10 3/4' ---'-+� 6` � w ' 48 I _ 3-103/4 SECT ION B- B •. 1 a 7 W O(/ ((2) - 2V2 x 2•I/2 x3/8 x3-3 X13 /^g r n - 17 MAx� �. 'o M ,r; ELEVATIONI " � r— f '.;.:' �� -4V2 W STEPS N i �x, o 300 -- - 130TTOM Of JST'0 48" (2)-212"x2I/2°x 3/8"12'- �: DITCHCn aMH. RISER •' COMPACTED GRANULAR ' ► BACKFILL OTE a Z a Al' o e�, c" I ---t R.:•.�•'. � _ ' ` VARIABLE • ° V p°0 000 UNDISTURBED I. INLETS-OUTLETS AS REQUIRED A . n• 2 MAX y 0 0 0 p EARTH t WHEN SEWER ENTERS ABOVE FRAME AND GRATE DETAIL m ": `'•• ° INV•TO I Y.�y'� o D o 00 0 - BOTTOM OF MH FORM A r �,Y . 0 FILLET OF GROUT OR coN4 y SECTION C-C a'., D - e o s " DITCH SECT/0N l; Oft, SLOPE �1 . ;,, a t, AS INDICATED. T �•;;�, , ,,' ' h\ . ,♦ • - _i_• _ __ _ � � 0�� MAKE SURFACE SMOOTH a } t�2 FORM (3ROOYEDINVERT I -10"----+ `�''" a •: ` o A• .o • • . ♦ �/ TO DIRECTION OF FLOW f' I e.. p. .a ", • ' ' • .'. . . ' . SECTION .=A_, ee a eo o p p° ° 0• o• ° 12 LAYER COMPACTED r 0, • • a p a p a 0 D 0 O GRAVEL 13/4"-1/4") s I 6'-C)" MIN. -Field Jn let Detail Manhole Detail - -.. ` NOTCH LID FOR LIFTING HOOK . T , �0 I � ' \ ' CAsEMEN r AREAS ' rlv.4vEL Eo RIGH rs of WAY r01__ TRENGM WIDTNTRAN V S ERSE EXPANSI0N JOINT5 .,._I1 0 i0 � 1~ III ' a I. TO BE PROVIDED AT EACH FOINT OF MAXIMUM PERMIESI8LE i 11CR'R'' N 0 �N TANGENCY OF THE CURB 8 AT OTHER AT NATIVE 2"- 0" CRUSHED ROCK, CLEAN, 0 MATERIALS 1 6 ABOVE TOP OF PIPE DENSE , HARD AND COMPACTED. ��l,A: •y �1► --- ___ ' 0 ° _ 1/1 a -N LOCATIONS AS REQUIRED TO LIMIT THE PIPE SIZE TRE WIDTH ' � _ SPACING TO A MAXIMUM OF 20 FT '�. MATERIAL TO BE PRE- MOLDED NON - 6 2' 0" EXTRUDED MATERIAL WITH A MINIMUM --- -- — �` THICKNESS OF 1/2" . - -- —_— 2_ 0 - TRANSVERSE CONTRACTION JOINT _ 10 2 2314 1 /4 • i I. SPACING TO BE NOT MORE THAN 10 FT 12 2' s" / SELECT GRANULAR MATERAL 2. DEPTH -OF THE JOINT SHALL BE AT ^ i G - IN PIPE ZONE - 95% COMP14cr*N LEAST ONE FOURTH OF THE CROSS _ 7/e 12 SECTIONAL AREA s 6„ COVER d FRAME TO 8E MACHINED L � TO A TRUE BEARING ALL AROUND 16 •' 3' 0" • ,.�. -� , CONCRETE BREAKING STRENGTH r Manhole Cover Detail � 1A 3 4" - � P1►•F I- TO BE 3000 P. S 1. AFTER 28 DAYS . _ T_ _ _._ o ZONE 20" ;' 6' - - I+� ( ---- 24 3' 10 _ • y -- -- 4„ MIN or D/4 3/4 '< F � I 1r EDGE 30' 4' 6' }a 30' MIN BETWEEN CURB CUTS ON SAME PROPERTY. 31 ' 4' IO" .0 ' Trench 5e �tio� •�+,• JOINT ACCESS � --_._.._..•__ -. __ (AGREEMENT) ( I n a 3s' 0,• �. ". R W 42'w g 6 r - cuRe— I — — — -- — — I — -••- I — — — — — — .e.• p: 'e.'.4. . 4e" 6' o., �tkr `• w -+I F" -moi 'moi - I ••.� / d A '4P. .: CURB _ _ _ s O a •a ----T------ <` a► A lwet� /.40 ,SfrKt #',sew♦✓s �l M 7 4 a 'a . a :4 — --- d Q d . • 0 REVISION DATE DL'"IPTION by A : v. Owners Richard � ,Tudl 5tacK ; fete � Caer/e TQnzen Ti arc oe 'o' ' ,N 3 MIN BETWEEN ADJACENT I 30 MIN. 'BETWEEN 4 4 d 0 a, 4 ��; PR 9 x PROPERTY LINE 8 ACCESS. ( INTERSECTING STREET �, ,� aa r��� GIN�r�`� Xwm,---19/5---_-_____- Pk R/W 81 PROPERTY rltl! O- t. cZ O�94 �= of oNEo Brg.__ McDonald A C re s " ACCESS . ---- y.1.M•_.__ _ �� TRACED .Yo.. ._121-4,M___.. DetalJs � /Vohs 1 ONFGON ---- ALL CURB CUTS TO BE MEASURED 14, P, CHECKED By. __ , L C:__•_ FROM TOP-OF-CURB TO TOP-OF CURB i C v r b �� e. / '9�1�, MJ DATE: -Q I�O/t�I - .- . SCALE, f�- T- S ;•. - DRAWING _ – ,_–_• __.- ..__ SHEET. -_ Of .- - IAJAAMIR APPROVEDeY: CORNER, TUNKS & MURRAY, INC. CONSULTING ENGINEERS I — ' PORTLAND OREGON WL - ,� rlfit'�IIIIIIIIIIIII!'i'11171111IJ ft1fj1= I'I1 1111 11�1 II (1111II1�1) I111�11 III�IIIIIIiI��III{I�IItIIIIIIII�tI111111111I1111111�111I111�111 ill�rlllrll�lll 111�111�IIr{Irl • �• .� v. . I I NOTE: I F „I I5 MICROFILMED - { ' Z 3 4 5 6 7 8 9 110 III 12 ! _ DRAWING IS LESS CLEAR THAN THIS NOT ICE•r-IT IS DUE TO �-' QUALITY OF THE ORIGINAL D AWING. – --- — OE Bz 6Z LZ 9Z Sz frz Ez zz it Oz of BI LI 91 SI til EI zl II of b O c 9 S r E z I r a.•... ,��♦ �rfllllnllulllnlllul�ulllH)II►ullln�lllhlltlilNII111I11IthtH,IINIuttIf1111U1111111{IIu11I�tlff�lulln�l�illlllu1�1u1�ll�1n1�11114i�ulun�ilultrtl111r1;11tIIItIL{rllrllluhullNlfl11111�lullllu�lulllnllllubW�Illw�llu11111�llIII111111111111))Ilial ::s 300 ♦ y JULY 1 1992 I (b) The Contractor shall notify the Engineer charges for men employed and supervision required withunder the specific Order, together with all work- the C _ontractor_7......days of any occurrence which it men's compensation, Social Security, pension and work- the Contractor's opinion entitles him to an ezretirement allowances and social insurance, or other Sion of time for completion. Such notice shall bee in n rrgulat payroll chargee on same; the cost of all writing. The Engineer shall acknowledge in writing material and supplies required of either temporary receipt of any such claim by the Contractor within or permanent character; rental of all power-driven __Z__..days of its receipt. equipment at agreed-upon rates, together with cost of fuel and supply charges same; and any other SEC. 1II—Claims fair Extra Cost coats incurred by the Contractor as a direct result of executing the Order, if approved by the Engineer. If the Contractor claims that any instructions by (c) The cost of the work done each day shall be drawings or otherwise issued after the date of the submitted to the Engineer in a satisfactory form Contract involved extra cost under the Contract, he on the succeeding day, and shall be approved by shall give the Engineer written notice thereof within him or adjusted at once. 3_ days, after the receipt of such instructions, (d) Monthly payments of all charges for Force and in env event before proceeding to execute the Account Work in any one month shall be made in work, except emergency endangering life or prop- full on or before the 15th of the et.^ceeding month. e-ty, and the procedure shall then be as provided Those payments shall include the full amount of for changes in the work. No such claim shall be fee earned on the cost of the work done. valid unless so made. Extra work not included in Article I but author. SEC. 21 Deductions for Uncorrected Work iced after the date of the Contract that cannot ',v classified as coming under any of the Contract uniu If the Engineer deems it inexpedient to correct may be done at mutually agreed-upon unit prices, or work that has been damaged or that was not done on a lump surn basis, or under the provisions of in accordance with the Contract, an equitable de. Section 20"Force Account Work." duction from the Contract price shall be made therefor. SEC. 19—Variation In Number of Units lei) Should the number of units of completed SEC. 11—Correction of Work work of any item included in the Unit Price s.:hed. Before /Incl Payment ule classified an a major item vary . 25. ..7c The Contractor shall promptly remove from the from the number of units stated in said schedule, premises all materials condemned by the Engineer rithrr the Owner or the Contractor may request a as failing to meet Contract requirements, whether revision of the unit price for the item so affected. incorporated in the work or not, and the Contrac- Under such conditi-,ns an equitable revision of the t.ir shall promptly replace erd re-executr his own price shall to madr. A major item under the mean. work in accordance with the Contract end without ing of this provision is defined as any item equal expense to the Owner and shall bear the expense of to or greater than 10"; of the total Contract. makin good all work of other contractors de- stroye5 or damaged by such removal or repince. SEC. 20--force Account Work went. If the Engineer orders, in writing,4he performance. If the Contractor does not remove such con. of any work not covered by the plans or included in demned work and materials as promptly as possible. the specifications, and for which no item in the Con- after written notice, the Owner may remove them tract is provided, end for which no unit price or and store the material at the expense of the Contrac- lump sum basis can be agreed upon, then such tor. extra work shall be done on a Cost-PI us.Percentage basis of payment as follows: SEC. 23--Uquldated Damages (a) The Contractor shall be reimbursed for all failure to complete the work within the number costs incurred in doing the work, and shall receive of calendar days stipulated in the Agreement, in- an additional payment of 15 7c of all such cost eluding extensions granted thereto, shall entitle the Owner to deduct from the moneys due to the to cover his indirect overhead costs, plus 10 °b Conuactor as "Liquidated Damages an an amount of all cost, including indirect overhead, as his fee. equal to = '.,._.'. for each calendar da , of nAay in (b) The term "Cost" shall cover all payroll the completion of the work. V — 4 SEC. 24—Added Compensation for Where the Contract has been terminated by the Expedited Completion Owner,said termination shall not affect or terminate any of the rights of the Owner as against the Con- If the Contractor completes the work covered by tractor or his surety then existing or which may this Contract earlier than the date determined in thereafter accrue because of such default. Any re- accordance with the time allowed for completion tention or payment of moneys by the Owner due in the Agreement, the Owner shall pay the Contrac- the Cuntractor under the terms of the contract, shall for an additional amount equal to $0...00.. for each not release the Contractor or his surety from liabil- calendar day by which the time of completion so ity for his default. determined has been reduced. SEC. 27—Contractor's Right to Stop Work SEC. 45—Suspension of Work or Terminate Contract The Owner may at any time suspend the work, or If the work should be stopped under an order of any part thereof, by giving ; days' notice to any court, or other public authority, for a period the Contractor in writing. The Work shall be re. of three months, through no act or fault of the Con. sumed bN the, Contractor within ten (10) days after tractor or of anyone employed by him, or if the the date fixed in the written notice frons the Owner Engineer should fail to issue any estimate for pay- to the Contractor so to do. The Owner shall reim- merit within thirty days after it is due, or if the burse the Contractor f(it expense incurred by the Owner should fail to pay the Contractor within Contractor in connection with the work under this . .T....days of its maturity and presentation any (: uitract as a n•suh of-,uch �n5pension. sum certified by the Engineer or awarded by arbi- trators, then the Contractor may, upon seven days' SEC. 26—The Owner's Right written notice to the Owner and the Engineer. stop to Terminate Contract work or terminate thoe Contract and recover from the Owner payment for all work executed, plus any If the Contract)r !4wuld br adjud:• d a bankrupt, loss sustained upon any plant or materials plus or if he should make a general a,� foment for the reasonable profit and damages. benefit of his creditors, or if a receiver should he appointed on account of his in+oh•cncy, or if he should persistently or repeate,lly refuse or should SEC. 28—Removal of Equipment fail, except in cases for which extensions of time are In the case of termination of this Contract before provided, to supply cnu h propril% skilled work. completion for any cause whatever, the Contractor, men or proper materials. ar if he should fail to if notified to do so by the Owner, shall promptly make prompt payments to Subcontractors or for material or labor. or persistently disregard laws. remove any part or all of his equipment or supplies m ordinances of the i persistently of the Engineer. from the property of the Owner, failing which the or otherwise br, guilt} of a vuhnit' of l violation of Owner shall have the right to remove such equip• to nest and supplies at the expense of the Contractor. any provision of the Contra,t. then the owner. uro the written notice of the Engineer that sufficient cause exits to justify such action may, without SEC. 29—Use of Completed Portions prejudice to any other riplit or remedy and after giving the Contra,i(,r amen days' written notice, The Owner may, at any time during progress of terminate the employment of the Contractor and the work,after written notice to the Contractor,take take possession of the premises and of all ma• over and place in service any completed portions of terials, tools and appliances thrreon and finish the work which are ready for service. although the the work by whnte%er method he may deem entire work of the Contract is not fully completed, expedient. In such cave the Contractor shall not be and notwithstanding the time for completion of entitled to receive any further payment until the the entire work or such portions which may not be work is finished. If the unpaid balance of the con expired. In such case, the Owner shall issue certifi- tract price shall exceed the expense of ftniahing the cates of acceptance for such portions of the work, work, including compensation for additional mans• but such taking possession thereof shall not be rial and administrative services, such excess shall deemed an acceptance of any other portions of the rpaid to the Contractor. If such txdxrnae shall ex. work, nor of any incompleted portions, nor of any coed such unpaid balance, the Contractor shall pay work not completed in accordance with the Contract the diffrrence to the Owner. The expense incurred Documents. if such prior use increases the cost of by the Owner herein pprovided, and the damage in- or delays the work, the Contractor shall he entitled curred through the Contrartor's default, shall be to such extra compensation, or extension of time,or determined by the Engineer. both, as determined by the Engineer. V — 5 SEC. gyp--pagrnents Whhheld Prior to within a reasonable time of the first observance of ykwi Acceptance of Work such damage, and the claim shall be filed and ad- justed previous to the time of final payment, (by I'he Owner may withhold or, on account of eub- agreetrtent or by arbitration). sequently discovered evidence, nullify the whole or part of any certificate of payment to such eitent SIC, $3---lens as may be necessary to protect himself from lose Neither the finalPsyment nor any part of the re- on account of: tained percentage shall become due until the Con. (a) Defective work not remedied. tractor shall deliver to the Owner a complete release (b) Claims filed or reasonable evidence indicat. of all claims or liens arising out of this Contract, ing public filing of claims by other parties or receipts in full in lieu thereof and, if required in against the Contractor. either case, an affidavit that so fer as he his knowl- (c) Failure of the Contractor to make payments edge or information the release and receipts include properly to Subcontractors or for material all the labor and materials for which a lien or claim or labor. could be filed; but the Contractor may, if any Sub- td) Damage to another Contractor. contractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Engineer, to When the above grounds are removed or the indemnify the Owner against any claim or lien (in Contractor provides a Surety Bond satisfactory to cases wl.ere suchPPayment is not already guaranteed the Owner whirh will protect the Owner in the by surety bond 1. ]f any claim or lien remains unsat- amount withheld, payment shall be made for isfied after all payments are made, the Contractor amuunts withheld because of them. shall refund to the Owner all moneys that the letter may be compelled to pay in discharging such a lien, SIC. 31--Indemnity including all costs and a reasonable attorney's fee. The Contractor and his sureties shall indemnify SIC. 34--Assignment and save harmless the Owner and all its officers, The Contractor shall not assign the Contract or agents, and employees from all suite, actions or claims of any character, name and description sublet it as a whole or in part without the written brought for or on account of any injuries or dam• consent of the Owner, nor shall the Contractor ages received or sustained by any person or per- assign any moneys due or to become due to him sons or property, on account of any negligent se: hereunder, without the previous written consent ul or fault of Contractor, his agents or employees, in the Owner. Assigning or subletting the contract the execution of said Contract; or on account of the shall not relieve the Contractor or his surety from failure of the Contractor to provide nevessarrr bar- any contract obligations. ricades, warning lights or signs; and will be re- quired to pay any judgment, with costs, which may SIC. SS—Alphts of Various IMerestt be obtained against the Owner growing out of Wherever work being done by the Owners such injury or damage. forces or by other contractors is contiguous to The Contractor shall, unless otherwise specified, work covered by this Contract, the respective rights maintain and pay for such insurance, issued in the of the various interests involved shall be established name of the Owner, as will protect the Owner from by the Engineer, to secure the completion of the contingent liabiht4 under this Contract, and the various portions of the work in general harmony. Owner's right to enforc_ against the Contractor any provision of this article shell be contingent upon SEC. 3"eparate Contracts the full compliance by the Owner with the terms of Ile Owner reserves the right to let other con- such insurance policy or policies, a copy of which tracts in connection with this work. The Contractor shall be deposited with the Owner. shall afford other contractots reasonable )p F,for the introduction and storege of thPir SEC. SZ--pamoses materials and the execution of their work, and shall If either party to this Contract should suffer in. properly connect and co-ordinate his work with jury or damage in env manner because of any theirs. wrongful act or neglect of the other party or of anyone employed by him, then he shall be reim• MC. S?—Subcontractors bursed by the other party for such damage. The Contractor shall, as soon as possible after Notice of pending claim for any such reimburse• the signing of the Contract, notify the Engineer in ment shall be made in writing to the party liable writing of the names of all proposed Subcontractors V — 6 for the work, said Subcontractors to be subject to (b) Arbitrators.—No one shall be nominated or the approval of the Engineer. act as an arbitrator who is in any way financially The Contractor agrees that.he is as fully reaponsi- interested in this Contract or in the business affairs ble to the Owner for the acts and omissions of his of the Owner, or the Contractor, or the Engineer. Subcontractors and of persons either directly or in- or otherwise connected with any of them. Each directly employed by them, as he is for the acts and arbitrator shall be a person in general familiar with omissions of persons directly employed by him. the work or the problem involved. in the dispute sub• mitted to arbitration. Nothing contained in the Contract Dncumrnt�p Unless otherwise provided by controlling statutes, shall create any contractual relation between any Subcontractor and the Owner, the parties may agree upon one arbitrator, other- Subcontractor there •hall be three, one named in writing, by each party to this Contract, to the other party and SEC. 36-4ngineer's Status the third chosen by those two arbitrators, or if they The Engineer shall have general supervision and should fail to select a third within fifteen day then direction of the work. lie has authority to stop the he shall be appointed by the presiding officer, if a work whenever such stoppage may be necessatt t,, disinterested party, of the Bar Association neatest insure the proper execution of the Contract He shall to the location of the work. Should the party de- also have authority to reject all work and materials mending arbitration fail to name an arbitrator with- which do not conform to the Contrart and to decide in ten days of his drmand• his right to arbitration questions which arise in the executior, of the work. shall lapse. Should the other party fail to name an arbitrator within said ten play-, then said 'presid- SEC. 39--Engineer's Decisions ing officer shall appoint such arbitrator within ten dnys, and upon his failure to do so then much arbi The Engineer shall, upon presentation to him. trator shall be aiipointed on the petition of the make prompt decisions in writine on all claims of part%, denrnndipg nrbitration b% a judge of the Fed- the Owner or the Contractor end on all other matter- oral Court in the District where such arbitration is relating to the execution and progress of the work or to lie held. the interpretation of th! Contract Documents. The said 'presiding officer shall have the power All such decisions of the Engineer shall be final to declare the position of any arbitrator vacant by except in cases when hi:a arid 'or financial con- reason of refusal or inability to act, sickness, death, miderntiom are invoked, which if no agreement in resignation, absence or neglect. Any vacancy shall reemrd thereto is reached, shall be subject to be filled by the party making the original appoint- arb trstion. ment, and unless so filled within five day-, after the name has been declared, it shall be filled by the maid SEC. 40--Arbitration 'presiding officer. If testimnnv has been taken be- fore a vacency has been filled, the matter must be (ni Demand (or Atbitratinn.—,Anv dispute or reheard unless it rehearing is waived in the Pub- anv derision of the Fnginerr which is suhjei t to mission (the statement of the matters in dispute be- arbitration hall he submitted to arbitration upon tween the parties to be passed upon by the arbitra. the demand of either party to the dispute. tor) or by the written consent of the parties. The Contractor %hn11 not cause a delay of the If there be one arbitrator him decision shall be work because of the pendency of arbitration pro- binding; if three, the decision of any two shall be ceedings, except with the written permission of the binding in respect to both the matterm submitted Engineer, and then only until the arbitrators shell and to the procedure followed during the arbitta- have an opportunity to determine whether or not tion. the work shall continue until they decide the matters Such derision shell be a condition precedent to in dispute. any right of 1-foal action. The demand for arhitretion shall be delivered in writing to the Engineer and the adver (r) Arbitration Procedure — The arbitrators se party.either shall deliver a written notice . each of the parties personally or by registered mail to the last knownshall to the Engineer, either irersonally or by regis. addrem of each, within ten days of the tereipt of the Engineer's derision, and in no cele after final *To provide some other agency for appointing arbitrs- payment has been accepted except an otherwise Pit tore strike out reference to presiding officer of the Bar preIaly stipulated in the Contract Documents. if the Association and insert drsii�d designation The American Engineer fails to make a decision within a reason- Arbitration Association, Inc., 9 Rockefeller Plaza, Wrw York 2Q, N. Y., has facilities lot arbitration throughout the able time, a demand for arbitration may be mode am United States. it maintains o9;ces in Boston, Charlotte, if his d-cimion had beton rendered against the de Chicago, Cleveland, Dallas, Detroit, Loa Angela, and manding party. Philadelphia. V — 7 loin tered mail to the last known address of each of the the parties to the controverav and to the Engineer. time and place for the beginning of the hearing of Judgment may be rendered upon the award by the the matters submitted to them. Each party may sub- Federal Court or the highest State Court having mit to the arbitrators such evidence and argument jurisdiction to render same. as he iy desire and the arbitrators may consider The award of the arbitrators shall not be open to pertinent The arbitrators shall, however, be the objection on account of the form of the proceedings judges (if all matters of law and fact relating to or the award, .rnless otherwise provided by the con• both the subject matter of and the procedure during trolling statutes. In the event of s,ich statutes provid- arbitration and shall not be bound by technical ing on any matter covered by this section otherwise rules o{ law form procedure. They may hear evidence than as hereinbefore specified, the method of pro• rewhatever form they desire. The parties may be cedure throughout and the legal effect of the award represented before them by such person as each shall be wholly in accord with said statutes, it being select, subject to the disciplinary power of the arbi- the intention hereby to lay down a principle of traturc if such rcpresenlation shall interfere with action to be followed, leaving its local appplication tLe or.ieriv ^r speedy c nnduct of the prove,-dings. to he rdapted to the legal requirements of the juris• F:.c lr party and the Engineer shall supply the diction having authority over the arbitration. arl•itrators with such papers and information as The Engineer shall not be deemed a party to the theN ma% demand, or with any witncss whose move- dispute. fie is given the right to appear before the meats see subject to their respmi!ve control, and arbitrators to ex Iain the hasis of his decision and upon refusal or neglect to comply %.it:+ such de. Rive such evidence as they roav require. mends the arbitrators may render their decision without the evidence which might have been elicited therefrom, and th- absence of such evidence shall SEC. 41—lands for Work afford no ground for challenge of clic award be the park refusing or neglecting to comply with such The Owner shill provide a%indicated on the draw• demrurd. ings and not later than the date when needed by the Contractor the lands upon which the work under The submission to arbitration (the statement of this Contract is to be done, rights of way for access the matters in dispute between the parties to be to same, and such other lands whirh are designated passed upon by the arbitrators shall be in writing on the drawing for the use of the Contractor. Any duly acknowledged before a notary. L'nless waived delav in the furnishing of these lands by the Owner in writing by both parties to the arbitration, the shall be deemed proper cause for an equitable ad• arbitrators, before hearing testimony,shall be sworn iustment in both Contract Price and time of Com- by an officer authorized by law to administer an pletion. oath, faithfully and fairly to hear and examine the matters in controversy and to make a just award The Contractor shall provide at his own expense according to the best of their understanding. and without liability to the Owner any additional land and access thereto that may be required for Thr arbitrators, if they dean the case demands it, temporary construction facilities, or for storage of are authorized to award to the party whose con• materiels. tention is sustained such sums as they shall con• eider proper for the time, expense and trouble inci- dent to the arbitration and if the arbitration was SEC. 41—Cleaning Up dernanded without reasonable rause, damages for The Contractor shall, as directed by the Engineer, delay and other losses.The arbitrators shall fix their own compensation, unless otherwise provided by remove at his own exlrrnse horn the Owner's prop- own and from all . and private property all agreement, and tem shall assess the costs and charges y structuress,, rubbish and waste materiels of the arbitration upon either or both parties. porary resulting from his operations. This requirement The award of the arbitrators shall Ix in writing shall not apply to property used for permanent and acknowledged like a deed to be recorded, and it disrro%al of rubbish or waste material• in acrotdance duplicate shall be delivered personally or by tegis. with permission of such disposal granted to the tered mail, forthwith upon its rendition, to each of Contractor by the Owner thereof. V – 8 SPECIAL CONDITIONS SC.01. Contractor's Responsibility of Work. Until final acceptance of the contract, the Contractor shall be held responsible for any injury or damage to the work or any part thereof by the action of the elements or from any cause whatsoever, and he shall make good at his own expense_ all injuries or danapes to any portion of the work before its completion or final acceptance-. SC.02. Responsibility Regarding Existing Utilities and Structures: The existence of underground utilities as located and indicated on the plans are not guaranteed and shall be investigated and verified in the field by the Contractor before the starting, of the work. Excavation in the vicinity of exi:ctinC structures or utilities shall be done by hand. The Contractor shall be held responsible for any damage to, and for the maintenance and protection of existinr utilities and structures. SC.03. Contractor's Guarantee of Workmanship and Materials : The Contractor shall be required to remedy or correct any defects in the completed construction that has been a part of this contract that may appear within one (1) year from the date of completion of the project. The Contractor's acceptance of the final payment shall in no way relieve him of responsibility of faulty workmanship furnished by him. The Owner shall within a reasonable promptness give notice to the Contractor of defects noted. The Engineer shall decide all questions arising thereto subject to arbitration. SC-04. "Or Equal Clause": In order to establish a basis of quality, certain particular processes, types of equipment, or kinds of materials, are specified by designating a par- ticular manufacturer's name, brand, or number. It is not the intent of these specifications to exclude other processes, equipment or materials that measure up to the standard of those specified. Should the Contractor desire to make a substitution, he shall first secure a written approval of the Engineer. When- ever a process, equipment or material is specified by giving the manufacturer's name, brand or number, it is understood that the words "or equal" follow there- after. SC.05. Work in Freezing Weather: No part of the work shall be carried out during freezing weather that may in any way affect or damage the materials placed, unless special pre- cautions are taken to protect the work from freezing. The Contractor shall furnish such apparatus as tc provide the heat necessary and the atmospheric moisture necessary to protect the work. In no case will the use of anti-freeze mixtures or compounds be allowed. Permission to perform work as stated above will in no way relieve the Contractor of responsibility for parts of the work unsuitable for accept.once due to the result of freezing. 6 - l SC.06. Other Construction Developments: The Contractor to this contract shall not claim against the Owner for any cause due to other contracts already let or to be let. SC.07. Laboratory Tests: Any specific laboratory tests of materials and furnished articles to be incorporated in the work shall be taken by the Engineer. The cost of laboratory testing shall not be paid for by the Contractor. The Contracts;r shall .furnish all sample materials required for these tests and deliver same without charge to the Engineer whenever such samples are required. SC.08. Permits, Certificates, Laws and Ordinances: The Contractor shall, at his own expense, procure all permits, certi- ficates and licenses required of him by law for the execution of his work. He shall comply with all federal, state or local laws, ordinances or rules and regulations relating to the performance of the work. Where the construction lies within the right-of-way of a city, county or state street, road or highway, it shall be the responsibility of the con- tractor to notify and conform with the requirements of said city, county or state requirements. Special consideration shall be given to the requirements shown on the plans concerning notification to public and private utilities , and the notif.L- cation required for inspection of the contractors work . Acceptance of the work can not be given without the approval of the work by the engineer or the inspector of the governinc body. SC.09. No Personal Liability of Public Officials : In carrying out any of the provisions hereof in exercising, any authority granted to him by the Contractor, there will be no personal liability upon any public official, it being understood that in such matters they act Rs agent and representative of the Owner. SC.10. Responsibility for Damages: The Contractor shall be responsible for all damage to property, injury to persons, and loss, expense, inconvenience and delay that may be caused by or the result from the carryinf- out of the work to be done under this contract, or from any act, ommissicn or neglect of the Contractor, his sub-contractors, or employees . The Contractor shall indemnify an,) save harmless the Owner, all public bodies, the Engineer, and all err.ployees of the same from all suits or actions of every name and description brought for or on account of any damage, injury, loss, expense, inconvenience, or delay received or sustained by any person, or damage caused by any property, which damage, injury, loss, expense, inconvenience, or delay may have been caused by or may have resulted from the carrying_, out of F - 2 the work to be done under this contract, or from any act, omission, or neglect of the Contractor, his subcontractors, or his employees; provided, however, that the Owner shall promptly call to the attention of the Contractor any claim filed with the Owner for any such injury or damage, and if suit or action com- menced to recover such damage or claim, the Owner shall, before time for answer expire or before default has been entered, furnish the Contractor or his surety with a copy of the complaint. In case there should be any suits or actions, as much of the money due the Contractor under and by virtue of the contract as shall be considered necessary by the Engineer may be retained by the Owner until such suits or actions have been settled or until the interest of the Owner, or the persons concerned, have been otherwise satisfactorily protected. SC.11. Insurance: Contractor shall maintain such public liability and property damage insurance as will protect Contractor and Owner from all claims for damage or personal and bodily injury, including death, which may arise from operations under the contract or in connection therewith, including all operations of subcontrE.etors. Such insurance shall provide coverage for not less than One Hundred Thousand Dollars ($100)000) for personal and bodily injury for each person, Three Hundred Thousand Dollars ($300)000) for each occurrence, and One Hundred Thousand Dollars ($100,000) for property damage, each occurrence. Such insurance shall, without prejudice to coverage otherwise existing therein, name as additional insureds the Owner, its officers, agents and employees, and shall further provide that the policy shall not be cancelled prior to the com- pletion of the contract without ten (10) days' notice to the Owner. Certifi- cates evidencing such insurance shall be filed with the Owner and shall be subject to the approval of the Owner as to adequacy of protection. It shall also be the responsibility of Contractor to see that all subcontractors carry satisfactory insurance protecting the public in the event of injury or damage arising from the acts or omissions of such subcontractors, their agents of employees. 6 - 3 SECTION 7 TECHNICAL SPECIFICATIONS STREET IMPROVEMENT WORK 7 GEDTEW1 INFOT;4ATION The plans and specifications indicate the existing street development and the proposed complete improvement. A. PLAN LIST Drawing No. 79-17-1 79-17-2 B. GENERAL PROJECT SEQLETCF 1. Notice to Proceed and Contractor move on job. 2. Clearing, grubbing and tree removal 3. Construct storm drainage piping (and water piping if in contract) 4. Excava.ti,_a, fill, grading and compacting sub-base (one traffic lane to be kept open and rock surfaced at all times on S.W. McDonald) 5. Place and compact sub-base rock 6. Install curbs, walks, catch basins and connect piping 7. Place and compact leveling rock 8. When weather will permit asphalt work a. Regrade and compact sub-base and particularly at curbs, catch basins and manholes b. Place grade and compact leveling rock e. Lay and compact asphalt 9. Grade and shape behind walks to meet existing grades at property lines. This work may be accomplished at any time, but a final grading shall be required after placing walks. The top 4" shall be replaced in kind, etc., topsoil, gravel, etc. C. SCOPE General: The work to be done includes the furnishing of all labor, materials, and equipment for the complete construction of SW 98th Place, SW Janzen to Sta. 3+56.39 and j street improvements to SW McDonald. 1. Clearing_,, grubbing, excavation and grading, includes tree and stump removal and restoration within the limits of the right-of-way. 7 - 1 2. Sub-base preparation includes removal of undesirable materials and replacement with compacted granular fill. In areas where soils are suitable, excess excavation may be used for fill material, at the discretion of the Engineer. 3 and 4. Base rock in place includes excavation, grading and compaction. 5. Asphalt in place includes new asphalt overlaying; existing* asphalt paving and new asphalt construction for street widening (McDonald Street), and new street construction, and includes all feathering, grading, seal to existing, etc., complete. 6 and 7. Concrete walks and curbs are to be placed over compacted granular material or undisturbed earth as soil conditions require. 8, 9 and 10. Concrete catch basins, inlets and manholes shall be poured in place at the locations and elevations indicated, and constructed according to Plans. The work includes all pipe connections and appurtenances. 11. All in-street Valve Boxes. Manhole covers will require adjust- ment to grade before paving. 12. Concrete tees or drainage connections shall be installed as required for intercepting drainage piping, and includes small fittings for complete installation and connections thereto. 13 to 19. All drainage piping shall be installed complete accord- ing to Plans including excavation, bedding, drain rock where required, pipe cover, backfill and compaction, and surface restoration. Trenches shall be thoroughly compacted and resurfaced thru asphalt areas before placing asphalt lift. The work includes any necessary storm water diversion by pass- ing, pumping, or temporary damming of existing drainage while installing new, as required to accomplish the work. 7-1 CONSTRUCTION 7-1.1 CLEARING: Clearing shall consist of removal of all trees and stumps within the work area. 7-1.2 GRUBBING: Within the work area and r1rht-of-way all stumps, roots, brush, shall be grubbed out and removed. 7-1.3 EXCAVATION: Areas along the sides of existing asphalt shall be excavated to the depth required to provide depth for sub-base, base rock and leveling rock. Excavation shall be to line and grade. Removal of material to be replaced by compacted granular sub-base shall be in areas directed by the Engineer. 7 - 2 7-1.4 EXCESS MATERIAL: The Contractor shall dispose of all excess material by removing from the site or placing on the property where permis- sion has been obtained from the property owners. 7-1.5 GRADING: Line, grade and cross-section. All earthwork shall be performed accurately to the lines and grade and the cross-section estab- lished on .the plans, it being understood that within reasonable limits of variation, the line, grade, and cross-section will be in conformity to those shown on the plans, including areas behind curbs. Stakes will be set by the Engineer. The Contractor shall maintain these stakes for his use in prepar- ing the sub-grade. 7-2 SUB-BASE 7-2.1 FILL PLACEMENT shall not be started until the area has been inspected by the Engineer. Only granular material or approved materials from the excavation shall be used. Material shall not be placed on frozen ground. 7-2.2 MATERIALS. Granular material may be clean pit run 4" - 0" sand or crushed rock. 7-2.3 PROCEDURE: Fill shall be placed in embankment or fill areas in eight (8) inch maximum layers and compacted with suitable tamping rollers. If found necessary, water shall be added such that the embankment material is near the optimum moisture content, to provide maximum compaction. Tamping and/or rolling shall continue until such time as no weaving or creeping appears ahead of the rollers. 7-3 PASE 7-3.1 SUB-GRADE PREPARATION. All excavated areas shall be thoroughly rolled before base material is placed and any soft spots shall be removed and replaced with suitable material thoroughly compacted. Preparatory to the construction of the base, the subgrade (includ- ing the entire top surface of the roadt-,ed) shall, by means of sprinkling work, blade graders, scarifiers, rollers and other suitable equipment and means, be shaped up and brought to uniform grade, and to a smooth surface free from ruts, humps, depressions and other irregularities. Immediately before the base materials are deposited, the subgrade shall be rolled until thoroughly compacted. Any inequalities that may develop under the rolling shall be eliminated by blading, sprinkling and further rolling as required. 7-3.2 BASE COURSE MATERIALS. Material for the base course shall be crushed rock 2" - 0" that complies with requirements of Oregon State Highway Specifications, 1970 Edition, Section 703.06. 7 - 3 7-3.3 CONSTRUCTION METHODS. The sub-grade shall be graded to the proper elevation and cross-section and rolled to an even, firm foundation, without ruts or soft yielding places. Placing and spreading shall be in uniform layers, without segregation of size, to such loose depth that when compacted the layer will have the required eight (8) inch depth and thick- ness. The material shall be mixed with a blade grader, or other equipment, until a uniform mixture is obtained. The layer shall be compacted by rolling with a power roller weighing at least ten (10) tons. Alternate blading and rolling shall be required until a smooth, even and uniform com- pacted surface and course is obtained. The surface of any layer shall be maintained in its finished condition until the succeeding layer is placed. If the base material is too dry for proper compaction, it is to be wetted down to the proper moisture content for compaction. 7-4 LEVELING COURSE 7-4.1 MATERIALS. Aggregate for the leveling course shall be 3/4" - 0" crushed rock or gravel or 3/4" - 0" material which complies with Oregon State Highway Specification, 1970 Edition, Section 703,07- 7-4.2 CONSTRUCTION METHODS. The method shall be the same as that specified above for the base course except that the compacted thickness of the leveling course shall be two (2) inches. Finished surface shall be smooth and even and shall not vary more than 1/4 inch in ten (10) feet from the profile or cross-section. 7-5 ASPHALT CONCRETE PAVEMENT 7-5.1 GENERAL. At such time as weather may permit, asphal-L shall be laid, graded and shaped as indicated on the plans. Asphalt shall be laid in two lifts, one of 2" and a second lift of 1" within one year. 7-5.2 PREPARATION OF BASE. Regrade and roll the leveling course, adding leveling rock as necessary. Tack coat and fine mix and feathering of edges to existing pavement are required. The existing paving on S.W. McDonald Street that can be salvaged, must allow for a minimum of asphalt over the existing, and will require a tack coat. PrimE and seal all edges of existing paving, curbs, catch basins, mant,olps, valve boxes, etc. 7-5.3 SAFETY. Provide necessary flagmen for routing traffic. Provide and place all barricades, signs, lighte, etc., required for routing; of traf- fic, for safety, and protection of the work per City of Tigard standards. 7 - 4 MATERIALS. Asphalt concrete shall meet the specifications of the OSHD (1970 or later issue) for Highway Construction or APWA Standard Specifications for Public Works Construction, Oregon Cha-)ter (1970 issue) . Class B or C asphalt concrete shall be used. Class D mix may be required for feathering edr-i if Cont_-actor is unable to feather with a ('lass B or C mix. Asphalt tack coat shall be as designated in OSHD Section 407. 7-5.5 WORFCWSHIP. Laying of the asphalt shall meet the specifica- tions of the OSHD (1970 issue) for highway construction and as specified herein. The surfacing mix shall be distributed by Barber-Green paving machine, or equal. All surfaces to which asphalt is to be applied will be clean and will be primed with a complete coverage of uniform spread of a tack coat. Prime and seal all edges of pavement and structures in contact with the new asphalt with a tack coat of bituminous cement of a type approved by the Engineer. Tack coat shall be applied at the rate of .03 to .05 gallons per square yard) uniformly to all surfaces upon which any course of plant mix is to be applied unless omission is specifically directed by the Engineer. Hot asphalt mix may be used for tacking surfaces. 7-5.6 OTHER REQUIREM TTS Contractor shall avoid damaging any other parts of the project, including manholes, valve boxes, fire hydrants, catch basins, curbs, drain- age course or structures, adjoining properties, etc. Provide all necessary flagmen, barricades and safety devices necessary or required by City of Tigard standards. Temporary street barricades shall be constructed according to details on Sheet 79-17-3 where required by Plans. Complete clean-up and restoration of appurtenant portions of the work is required. 7-6 CONCRETE SIDEWALKS shall be 5'-0" wide and 4" thick, and shall conform accurately to line and grade. 7-6.1 MATERIAL. Concrete shall be 3000 lb. at 28 days and conform to the latest requirements of Standard Specifications for Ready-Mix Concrete, ASTM Designation C-940 including the following specifications: 7 - 5 i a Minimum cement content per cubic yard: 51 sacks Maximum aggregate size: 12" Maximum water allowed per sack of cement: 6 gallons Maximum slump: Walks, 3"; Curbs, 4" The concrete aggregates shall be well graded and conform to the latest ASTM specification for concrete aggregates, C-33• Admixtures: Pozzolith admixture may be added to the cement or the concrete mix with the manufacturer's recommendation, at the Contractor's option. High early strength cement, meeting the requirements of ASTM C-94, may be used at the Contractor's option. 7-6.2 FOUNDATIONS. The areas on which concrete walks are to be con- structed shall be fine graded to proper grade and shape and shall t com- pacted solidly by sprinkling and rolling or tamping. Where soil conditions require, 3" of 3/4" - 0" rock shall be placed as base material. 7-6.3 FORMS. The forms for the concrete shall be of wood or metal, straight, free from warps or kinks and of sufficient strength. They shall be staked securely enough to resist the pressure of the concrete without spring. When ready for the concrete to be deposited they shall not vary from the approved line and grade and shall be kept so until the concrete has set. 7-6.4 FINISHIr1GS. The concrete mixed to the proper consistency shall to placed in the forms and thoroughly tamped in place so that all honeycombs will be eliminated and sufficient mortar will be brought to the surface. After this the surface shall be brought to a smooth even finish by means of a wooden float. All fares adjacent to the forms shall be spaded so that after the forms are stripped the surface of the faces will be smooth, even and free of honeycomt. All edges shall be tool rounded. If curbs and walks are poured monolithically a ne=at line shall be tooled 6 inches from face of curb. Quarter inch (!") tranoverse expansion ,jcints shall be placed at intervals not exceeding forty (40) feet. Sidewalks shall be scored to a depth of one (1) inch every four (4) to six (6) feet. 7-6.5 CURING AND BACKFILLING. When completed the concrete shall be kept moist for a period of not less than three (3) days, and .._nger if neces- sary, and shall be protected from the elemente in a manner satisfactory to the Engineer. No concrete shall be poured on a frozen or thawing subgrade or during unfavorable weather conditions, or when the temperature is 38° F and falling. 7 - 6 7-7 CONCRETE CURBS Concrete curbs shall be standard 6-inch upright curbs, 16" high, and shall conform accurately to line and grade. 7-7.1 Concrete shall be 3,000 lb. at 28 days and shall comply with Section 7-6, Concrete Sidewalks (applicable portions of sidewalk specifi- cations apply) . 7-7.2 FOUNDATION. The Contractor shall excavate to proper grade; shape and compact base. After removal of forms, excavation shall be back- filled with road base material (3/4%) and shall be placed and tamped until firm and solid. Excess material shall be removed. ' -7.3 FORMS. Refer to Detail Sheet 79-17-4. 7-7.4 INSERTS. Expansion ,joints shall be placed at all changes of direction and points of curvature, and at a maximum of 40 feet. The spac- ing of contraction ,joints shall not exceed 20 feet. Two (2) 4-inch PVC pipe inserts shall be placed per lot as a provision for roof drains. 7-7.5 FINISH. All exposed corners shall be edged to the radius shown and all exposed surfaces broom finished. 7-7.6 FINAL INSPECTjoN. On final inspection, any cracked or damaged curt. must be replaced at the Contractor's expense. 7-7.7 Each driveway or lot requiring a driveway shall have low curbs through that area as per plans, At the locations staked in the field by the Engineer. 7-7.8 Curb retu•ns shall have wheelchair ramps constructed according t: plans. 7 - 7 SECTION S.D. : STORM DRAINAGE S.D.-1 GENERAL S.D.-1.1 SCOPE OF THE WORK The work to be do► e hereunder includes the furnishing of all labor, materials, transr,i-,,,.Ltion, tools, supplies, plant, equipment and appurtenances, anless hereinafter specifically excepted, necessary for the complel,e and satisfactory construction, installation, test- ing of the proposed storm sewer system as stipulated in the speci- fications and other Contract Documents and as shown on the plans. The Contractor shall remove as much of the pavement as necessary; excavate the trenches to the required dimensions; construct and maintain all bridges and crossings required for traffic control; sheet, brace and support the adjoining ground or structures where necessary; handle all drainage or ground water, guard the site; furnish, unload, haul, distribute, lay, test the pipe and acces- sories; backfill the trenches; restore the roadway surfaces and remove surplus excavated material; clean the site of the work; and maintain the streets or other surfaces over the trench. S.D. -1.2 INSPECTION OF MATERIALS When materials are received from a carrier, the Contractor shall inspect all pipe and accessories for loss or damage in transit or storage. S.D. -1.3 FIELD INSPECTION OF MATERIALS AND WORKMANSHIP All laying, ,jointing, testing for defects shall be performed in the presence of the Engineer or his authorized inspector, and shall be subject to his approval before acceptance. S.D.-1.4 DISPOSITION OF DEFECTIVE MATERIALS All materials found during the progress of the work to have cracks, flaws, or other defects will be rejected by the Engineer or his authorized inspector, and the Contractor shall promptly remove such defective material from the site of the work. S.D. -1.5 CONTRACTOR'S RESPONSIBILITY FOR MATERIALS A. Responsibility for Materials Furnished by the Contractor. The Contractor shall be responsible for all materials furnished by him. All such material which is defective in manufacture or has been damaged in transit or has been damaged after delivery shall be replaced by the Contractor at his expense. 7 - 8 B. Responsibility for Safe Storage. The Contractor shall be res- ponsible for the safe storage of all material furnished by him and accepted by him until it has been incorporated and accepted by the Owner in the completed project. S.D.-2 TRENCHING AND BACKFILLING S.D.-2.1 SCOPE The work under this item shall consist of furnishing all labor, tools, equipment and materials and performing all the work r,cessary to excavate all the trenches on public rights-of-way and ---asements, prepare trench bottoms, backfill wits materials hereinafter speci- fied, restore and maintain improved streets, roads and driveways, mail boxes, signs, maintenance and restoration of all drainage structures and ditches, and the protection of all facilities by bridges, barricades, signs, lights and flagmen when necessary, etc. S.D.-2.2 ALIGNMENT AND GRADE A. General. All pipes shall be laid to the required alignment and grades as shown on the plans. Temporary support, adequate protec- tion and maintenance of all underground and surface utility struc- tures, drains, water, telephone, sewers, and other obstructions encountered in the process of the work shall be furnished by the Contractor at his oim expense. B. Obstructing Utility. Whenever necessary to determine the loca- tion of existing underground utility structures, the Contractor, after examination of available records and upon written order of the Engineer, shall make all explorations and excavations necessary for this purpose. Where the grade or alignment of the pipe is obstructed by existing utility structures such as conduits, ducts, pipes, branch connections, the obstructions shall be permanently supported, relocated, removed cr reconstructed by the Contractor in cooperation with the Owners of such utility structures or the new sewer shall be laid to an alignment and/or grade, established by the Engineer, to miss the utility. No deviation shall be made from the required line or grade except with the written consent of the Engineer. S.D.-2-3 TRENCH DIMENSIONS A. Width. The width of the trench shall be 18 inches pilas the nominal diameter for pipe under 18-inch and 24 inches for iipe 18- inch and over. Any excess width necessary for shoring or tracing or any other reason shall be at the Contractor's convenience and expense. B. Depth. The depth of the trench shall, be that required to obtain 6" plus the pipe wall thickness below the elevation shown at the 7 - 9 flow line. Whenever the trench grade or bottom comes in mud, quick- sand, or other objectionable material, the trench shall be "close sheeted" with tongue and groove lumber down far enough below the bottom of the trench level to prevent the inflow of outside material. The objectionable material shall be excavated below grade and shall be replaced with compacted '3/4%0" crushed rock. C. Staking. The Engineer will stake out the alignment, and grade by "offset hubs," located 10 feet from the center line of the pipe and spared at about 25-foot intervals. If the Contractor wishes an offset other than indicated he shall submit in writing his request to the Engineer. Stakes will be set only once by the Engineer and it will be the Contractor's responsibility to preserve and protect these stakes and he will be required to pay for any restaking. D. Transfering grades. The method of transfering grades from the offset hubs to the sewer line shall be submitted to the Engineer for review. Transfer method not approved by the Engineer shall not be used. If batter boards are used they shall be at least I" x 4" supported on 2" x 4" stakes or approved metal rods and shall be placed at not over 25 feet. At least three boards must be in place at any given time to facilitate checking of line and grade. Both line and grade shall be checked for each piece of pipe laid. S.D. -2.4 EXCAVATION, TIMBERING AND BLASTING A. General. The Contractor shall not tear up the street or exca- vate the trenches until he has the necessary material on hand to construct the sewer therein. The trenches shall be opened in accordance with the lines and grades given for the work at such times and so far in advance of the work as may be required by the Engineer. Not more than five hundred feet of trench to be opened in advance of the completed sewer whenever such extension is of benefit to the work. Not more than one street intersection shall be closed at one time. Trench at other ante-section shall be bridged. Private driveways are to be kept open a:iere directed. B. Timbering. The Contractor shall furnish, put in place and maintain such sheeting and bracing as may be required to support both sides of the excavation and to prevent any movement which would in any way injure the masonry, diminish the width necessary for proper drainage, injure the surface of the street or otherwise injure or delay the work or damage any public or private property in or adjacent to the street or right-of-way in which the work is being done. If the Engineer is of the opinion that at any point sufficient or proper supports have not been provided, he may order additional supports at the expense of the Contractor and the com- pliance with such orders shall not relieve or release the Contrac- tor from his responsibility for the sufficiency of such supports. Whenever it is necessary to protect the sewer or to meet other emergencies, the lumber and supports must be left in the trench. 7,1e cost of all lumber and supports necessary for bracing and 7 - 10 holding in place the sides or faces of the excavations, as well as all the lumber required. for use in protecting from injury all p•. i- vate and public property, buildings or other structures above or below the surface of the ground, must be included in the bid. Where the lumber or supports can be removed from the trenches with- out damage or danger to the sewer or other structures, the Contrac- tor will be required to remove all such unnecessary lumber. When- ever liunber is left in the trenches, it shall be cut off at least two feet below the surface of the ground or street grade. C. Blasting. When blasting is resorted to, it shall be carried on in accordance with any laws governing this class of work. All blasts shall be covered by mats of heavy timber chained together and all necessary precautions shall be taken for the protection of the work, persons or property. The Contractor will be held respon- sible for any accident or damages resulting from blasting operations. S.D.-2.5 MANNER OF PILING EXCAVATED MATERIAL All excavated material shall be piled in a manner that will not endanger the work and will avoid obstructing roadways or driveways. Gutters shall be kept clear or other sati fictory provisions made for drainage. S.D.-2.6 BARRICADES, GUARDS AND SAFETY PROVISIONS To protect persons from injury and to avail property damage, ade- quate barricades, construction signs, tor;hes, red lanterns and guards as required, shall be placed and maintained during the pro- gress of construction work and until it is safe for traffic to use roadway. Whenever required, watchmen shall be provided to prevent accidents. S.D.-2.7 TRAFFIC AND UTILITY CONTROLS Excavation for pipe laying operations shall be conducted to cause the least interruption to traffic. The Contractor shall provide suitable bridges. S.D.-2.8 PROPERTY PROTECTION Trees, fences, poles, mailboxes and all other property shall be protected unless their removal is authorized. Any property damag- ed or destroyed shall be satisfactorily restored by the Contractor at his expense. S.D.-2.9 INTERRUPTION OF UTILITY SERVICE No valve, switch or other control on existing, utility systems shall be operated for any purpose by the Contractor without the approval of the utility, public or private. 7 - 11 S.D.-2.10 BEDDING MATERIAL The bottom of the trench shall be brought v.p to pipe grade with 6 incies of 3/4"-0" crushed rock, compacted and shaped to receive the pipe. S.D.-2.11 BACKFILLING A. General. After the pipe has been laid as specified in the following Section S.D.-3, the following procedures shall be observ- ed in the backfilling operation to obtain a settle-free backfill. B. Around Pipe. Crushed rock, 3/4"-0", shall be placed from the top of the bedding material to a depth of 1/2 the O.D. of the pipe and compacted under and along the pipe. C. Above Pipe. 1.. Class "A" Backfill. The use of native material removed from the excavation, but not including rock over 4-inch maximum. This class of backfill is in easements and fill slopes or other areas indicated on the plans. The Contractor must replace this material such that original ground on easements, ditch lines and fill slopes can be reestablished and he is responsible for mainten- ance for one year. 2. Class "B" Backfill. The use of the backfill shall be under and along shoulder of all State, County and City roads and streets which do not have curbs. This material shall consist of granular material such as fill sand, pit run or crushed rock conforming to O.S.H.D. Standard Specification, Section 202, and shall have a size not larger than 12 inch. The material shall be compacted in 6-inch layers. When restoration of top surface is required this backfill shall be held to the grade necessary for the restoration material. S.D.-2.12 RESTORATION OF SURFACES Restoration of paving, shoulder material, driveways, ditches, fill slopes, etc., shall be of the following classes, and to the dimen- sions and locations shown on the plans. The Contractor shall be responsible for maintenance of restored surfaces for one year after acceptance. A. Class 1. Restoration of this class shall be the use of native material from excavation excluding any material over 4 inches maxi- mum dimension, and shall be compacted, and maintained to the exist- ing ditch or fill line established. B. Class 2. Restoration of this class shall be 1i"-0" Stone Base as defined in O.S.H.D. Standard Specification, Section 202, com- pacted to a depth of 8 inches, the top being in conformance with the existing finish grade. 7 - 12 C. Class 3. Restoration of this class shall be 8 inches of 2"-0" Stone Base, Section 202; 2 inches of 3/4"-0" Stone Leveling Course, Section 202, with prime coat, Section 210; 2 inches of Asphalt Concrete Base Course and 1 inch of Asphalt Concrete Wearing Course, both Class "B", Section 320. All sections are of O.S.H.D. Standard Specifications. The 1" Asphalt overlay will be applied after con- gtruction is completed but within one ,year of initial 2" Asphalt layer. MAINTENANCE OF SURFACES Road surfaces, shoulders and drainage ditches shall be restored to a condition existing prior to the beginning, of the storm sewer in- stallation. This obligation shall include repaving or restoration of rock made necessary by reason of trench settlement for a period of twelve months from the date of completion of the project. All material and labor required for the maintenance of the trench sur- faces and structures shall be supplied by the Contractor, and the work shall be satisfactory to the governmental agency concerned. S.D. -3 PIPE LAYING S.D.-3.1 SCOPE The work under this item shall consist of furnishing all labor, tools, equipment, and materials and performing all the necessary work to furnish and lay all the pipe for all the storm sewer lines as shown on the plans and described in these specifications. S.D.-3.2 MATERIALS A. All concrete culvert pipe 15" and over shall be Standard Rein- forced complying with ASTM C-76. All 12" pipe shall be plain ASTM C-14 unreinforced pipe. All pipe shall be tongue and groove. Flared End Sections shall be provided where indicated. S.D. -3.3 LAYING PIPE A. General. Proper implements, tools and facilities shall be pro- vided and used by the Contractor for the safe and efficient execu- tion of the work. All pipe and accessories shall be carefu:.Ij lowered into the trench by means of derrick, ropes or other ouitable equipment in such a manner as to prevent damage to pipe and fittings. Under no circumstances shall pipe or accessories be dropped into the trench. The pipe and accessories shall be inspected for defects prior to lowering into the trench. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter shall be re- moved from the interior of the pipe before lowering into the trench. Pipe shall be kept clean during and after laying. 7 - 13 S.D.-3.4 PROCEDURE A. Placing Pipe. Before being laid, all pipe shall be carefully examined and passed upon by the inspector. The trench shall be carefully shaped and graded 4-0 the line and grade and have a solid bearing along its entire length. B. Jointing Pipe. After being laid, the inside of each joint must be carefully scraped smooth with a circular disc or swab to remove any surplus of foreign material entering the sewer. After the pipe has been laid, the ,joint made, 3/4"-0" crushed rock shall be care- fully rammed under and half way up the sides of the pipe before the next is laid. C. Grouting Pipe. Concrete culvert pipe shall be laid with open ,joints, and after ,jointing the top half shall be mortared to pre- vent infiltration from above the line. D. Water in Trench. Where water is encountered in the trench, nc. water is to be allowed to rise above the ,joint or run through the sewer until the cement has set. A line parallel to, and at a con- venient number of feet above the established grade of the sewer and in the same vertical plane, will be used to line and grade each pipe to its proper position in the trench. E. Checking alignment and grade. A distance from the grading line to the pipe shall be measured with a proper pole, equipped with a true level or plumb at the upper end and fitted with an iron shoe at the lower end; the shoes shall extend at least eight inches from the pole and at exactly 90 degrees from the same. The pole shall be made from planed, straight-grained lumber of the proper cross section for the work and marked at intervals of one foot. The zero end of the pole to be at the bottom of the shoe. A plumb bob shall be used to align the pipe in the trench, by holding the plumb line very lightly against the grading line with the bob ,just clearing the bell of the pipe being laid. After the bob has come to rest, the bell end of the pipe shall be moved so that its center is exact- ly under the point of the bob. The Contractor shall, at his own expense, furnish and put in place all grade batter-boards or targets required by the nature of the work and the inspector on the ,job. These grade boards or targets shall be of new lumber, not less than 1" x 4" in cross-section and planed at least on one side and one edge. They shall be placed in the proper position and held firmly in hole so that frequent checks can be made of the proper position of the grading line. At no time must there be less than three grade boards or targets in position. All poles, bobs, lines, levels, as well as such spikes, tacks or nails sufficient to do proper work shall be furnished by the Contractor at his own expense. F. Fine grading. The trench shall be kept fine graded for r. dist- ance of not less than 25 feet ahead of the first pipe laid. The 7 - 14 fine grading shall be done using a grading line as described for bedding. G. Protection of work. It shall be the responsibility of the Con- tractor to protect all pipe laid such that it keeps its alignment and grade, is protected from breakage and, at the end of each work day, a firm temporary plug placed in the last section laid to pro- hibit the entrance of foreign material or small animals. S.D.-4 MANHOLES S.D.-4.1 GENERAL Standard manholes shall be of the form and dimension as shown on the plans. Minor modifications may be made and cast-in-place man- holes mry be used if drawings and specifications showing the manhole to be furnished are submitted to the Engineer and written approval of the manhole is granted by the Engineer. Details are shown on Drawing No. 79-17-4, and are detailed as to type on the Construction Plans. S.D.-4.2 BASE The base shall be concrete with a compressive strength of at least 3000 psi. The channels through the manhole shall be smooth contour, steel trowel finish waterways that have good hydraulic character- istics and are free from protrusions that would catch and/or hold stringy material. S.D.-4-3 MANHOLE RISERS A11D TOPS Manhole risers and tops shall be precast reinforced concrete units conforming to ASTM Specification C-478. The precast tops shall be eccentric cones and shall be installed in such a manner as to give a flat side in the manhole to facilitate access for maintenance. The first riser mounted on the base shall be fully bedded in the concrete used in pouring the base, all as shown on the plans. Each riser shall be set in a full bed of Portland cement mortar. Each ,point shall be completely packed with Portland cement mortar con- sisting of one part cement and two parts mortar sand and of a con- sistency that will not run. The inside shall he troweled or rubbed smooth. Each manhole shall be furnished with genuine wrought iron steps at 12 inches on center. The steps shall be similar and equal to Atlas Foundry No. 2193 A. Manhole steps shall be installed to withstand a pull out force of at least 1100 pounds. Manholes not in traveled portion of roadways, finish grade at top of cast iron ring shall be 6 inches above natural grade. 7 - 15 S.D.-4.4 MANHOLE FRAMES AND COVERS Frames and covers from manholes and similar appurtenances shall be street traffic, extra heavy type for standard paving, similar and equal to Valley Iron and Steel Cc. Manhole Frame Pattern No. 105 with Manhole Cover Pattern No. 106 with only one pickhole in the edge of the cover and with an "S" imprinted in the center of the cover. When water-tight manhole frames and covers are specified, they shall be similar and equal to Valley Iron and Steel Co. water- tight frame and cover Pattern No. 100. In manhole location not subject to traffic, suburban type rings and covers may be used where indicated on the plans. S.D. CONCRETE INLTIS S.D. -�.1 GENERAL, All inlets shall be of the form and dimension as detailed on Draw- inF,s No. 79-17-3 and 79-17-4 and indicated as to type and location in the Construction plans. S.D.-5.2 MATERIALS A. Cement. All cement shall be Portland cement and shall conform to ASTM Designation C-1501 Type I. B. Metal. All metal used for inlets or trash rack grates and frames shall be wrought iron, ASTM Designation A207.39. All metal parts to be anchored into concrete shall be done as indicated. - Frames) grates and anchorages shall be welded as detailed. S.D.-5.3 CONSTRUCTION METHODS All work shall be done in a workmanlike manner. Horizontal con- crete surfaces shall be trowel and broom finished with an edging tool finish on exposed corners. All pipe and metal embedments shall be completely grouted and finished. S.D. -6 DITCH WORK GENERAL All ditch work) both new and restoring existingp shall be as di- rected by the Engineer. Excess material shall be disposed of by the Contractor. Ditching must be done in native material and the grade must match existing or new pipe. S.D.-7 CLEANING UP Surplus pipe li►:­� material, tools and temporary structures shall be removed by the Contractor. All dirt, rubbish and excess earth from excavations shall be hauled to a dump provided by the Con- tractor) and the construction site shall '-,e left clean. 7 - 16 SECTION S.L. : STREET LIGHTING S.L. -1 - GENERAL All lighting and wiring shall meet t,,.e requirements of Portland General Electric Company's Schedule #91, Option "B". Contractor is responsit;le for trenching, restoration, setting poles and lights. PGE will lay conduit and make service connection. S.L.-2 - LIGHTS G.E. Catalogue #C721N 749, drawing #35-175779; 70 watt/5,800 lumen high pressure sodium, G.E. Town and Country Luminaire, prewired, 120 volt, Early American style, painted matte black, phots control receptacle, Lexan refractor panels, normal power factor reactor ballast, M-5-II lighting pattern. S.L.-3 - POLE Permapost #PR1915, 19' straight, direct burial, laminated wood pole with reveals, top detail 2 with matte black top adapter PA-200 installed by MFG; textured with stain color 720 (light brown) . Prewire from Luminaire through internal raceway, leaving 5' service conductor for P.G.E. splicing. i 7 - 17 PROPOSAL BID FORM Date To: Pete & Carri Janzen; Richard & Judi Stack: The undersigned, having full knowledge of the quality and scope of the work and material required, hereby proposes to furnish all labor, material, and equipment to complete the work, in accordance with the plans and specifi- cations and at the following prices, and agrees to complete the work within 90 days after notice to proceed. BID SCHEDULE Item Classification and Unit Item No. Estimated Quantities Bid Unit Total I Clearing and Grubbing, &xcavation and Fill (common) Lump Estimated quantity 2,600 yds. @ $ Sum $ Unit bid in writing,, 2 Subgrade Base Fill Cubic Estimated quantity 650 Yds. @ $ Yard $ Unit bid in writing 3-a 12" Concrete Culvert Pipe - Complete installation (under street) Estimated quantity 620 if @ if $ Unit bid in writing 3-b '.2" Concrete Culvert Pipe - Complete installation (not under street) Estimated quantity 80 if @ $ 1f' $ Unit bid in writing 3-c 12" Concrete Culvert Storm Relief Pipe with diffuser section if no LID hookup available Estimated quantity 265 if' @ $ if $ Unit bid in writing 8 - 1 ® t Item Classification and Unit Item No. Estimated Quantities Bid Unit Total 4 15" Concrete Culvert Pipe Complete installation Estimated quantity 128 if @ $ if $ Unit bid in writing 5 18" Concrete Culvert Pipe - Complete installation Estimated quantity 414 1f @ $ if $ Unit bid in writing 6-a Concrete catch basins Estimated quantity 9 each @ $ each $ Unit bid in writing r_-b Concrete Field Inlets Estimated quantity one each @ $ each $ Unit bid in writing 7 Manholes with Steps, Frame & Cover Estimated quantity 3 each @ $ each $ Unit bid in writing 8 Trenching and Backfill for Power, Telephone and TV cables Estimated quantity 1,280 if @ $ if, $ Unit bid in writing 9 Concrete Curbs, Complete Estimated quantity 1,970 if @ $ if $ Unit bid in writing 10 Base Rock in Place Estimated quantity 1,050 cy @ $ cy $ Unit bid in writing 8 - P Item Classification and Unit Item No. Estimated Quantities Bid Unit Total 11 Leveling Rock in Place Estimated quantity 248 cy @ $ cy $ UnYt bid in writing 12 Asphalt, in Place Estimated quantity 776 Tons @ $ Ton $ Unit bid in writing 13 Concrete Walks & Aprons Complete Estimated quantity 1,968 if @ $ if $ Unit bid in writing 14 Street Lighting Estimated quant.ty 7 each @ $ Each $ Unit bid in writing 15 Complete 100% Project Cleanup Lump Estimated quantity One @ $ Sum $ Unit bid in writing Total $ 8 - 3 all M W W. MMULMIK&I 40�� �WRKKMEMT THIS AGREEMENT, made on the­­day by and between _.---------- Party of the first part, hereinafter called the OWNER, and--------------.-—_ party of the second part, hereinafter celled the CONTRACTOR. -- ________._._ WITNESSET11. that the Contractor and the Owner, for the considerations hereinafter named, agree as foijows: ARTICLE 1--Scrape of the Work The Contractor hereby agrees to furnish all of the materials and all of the equipment and labor necessary, and to perform all of the work shown on the plans and described in the speci- fications for the project entitled All in accordance with the requirements and provisions of the Contract Documents as defined in the General Conditions which are hereby made a part of this Agreement: ARTICLE 11—Time of Completion (a) The work to be performed under bis Contract shall be commenced within_-- ...... calendar days after the date of written notice by the Owner to the Contractor to proceed. The work shall be completed within.__..__..._-_ - (calendar)d 8 after (working) ay the date of such notice and with such extensions of time as are provided for in the General Conditions. ARTICLit III—Accuptance and Final Paymelit (a) Upon receipt of written notice that the work is ready for final inspection and acceptance, the Engineer shall within ­- --- days make such inspection, and when he finds the work acceptable under the Contract and the Contract fully performed he will promptly issue a final certificate, over his own signature, stating that the work requir.-d by this Contract has been compl,!Ied and is accepted by him under the terms and conditions thereof, and the entire I)nlance found to be due the Contractor, including the retained percentage, shall be Ix w w paid to the Contractor by the Owner within.__._____.days after the date of said final mitifi. pate. (b) Before final payment is due the Contractor shall submit evidence satisfactory to the Engi- neer that all payrolls, material bills, and other indebtedness connected with work have been paid, except that in case of disputed indebtedness or liens the Contractor may sub- mit in lieu of evidence of payment a surety bond satisfactory to the Owner guaranteeing payment of all such disputed amounts when adjudicated in cases where such payrwt has not already been guaranteed by surety bond. (c) The making and acceptance of the final payment shall constitute a waiver of all claims by the Owner, other than those arising from unsettled liens, from faulty work appearing within .......... months after final payment, from requirements of the specifications, or from manufacturers' guarantees. It shall also constitute a waive, of all claims by the Contrac- tor, except those previously made and still unsettled. (d) If after the work has been substantially completed, full ccmpletion thereof is materially delayed through no fault of the Contractor, and the Engineer so certifies, the Owner shall, upon certificate of the. Engineer, and without terminating the Contract, make payment of the balance due for that portion of the work fully completed and accepted. Such payment shall be made under the terms and conditions governing final payment, ex- cept that it shall not constitute a waiver of claims. ARTICLE 1V. ---Pavement (a) The Contract Sum. The Owner shall pay to the Contractor ft r the performance of the Con• ttact the amou►hts determined for the total number of each of the ifnits of work in the at. tached schedule completed nt the unit price stated. The number of units contained in this scheduhe is approximate only, and the final payment shall be made for the actual number of units that are incorporated in or made necessary by the work covered by the Contract. (b) Progress Payments. The Owner shall make payments on acccu.nt of the con- tract as provided herein, as follows: On or about the 28th day of each month, ninety-five (95) per cent of the value, based upon the contract prices of materials, labor, tools and equipment incorporated in the work up to the 28th day of the month, as estimated by the Engineer, less the aggregate of the previous payments, shall be paid as progress payments. The retained five (5) per ?ent of each progress payment shall be held by the Owner for thirty (30) days after the date of the final certificate. (c) Acceptance of Final Payment. Tne Contractor shall notify the City when Contractor considers the work complete, and the City shall, within 15 days after receiving the notice, either accept the work or notify the Contractor of the work yet to be performed on the contract as provided in Oregon Pevised Statutes made a part hereof. Upon completion the entire balance found due the Contractor, including the retaine , percentage, shall. be paid to the Contractor within 30 days after the date of the final cer- tificate. XX - P 3. Final paymer.t of all moneys shall be mnde wit' .n --------_____days of the completion and acceptance of the work by the Engineer. for Use When Contract Is On a "Unit Price" Basis. SCHKDULi OF BID ITEMS lies Eitlmated No. Cbal6utlo° No.of Uniu Unit Unit Price Total B;1 for Item I IN WITNESS WHEREOF the parties hereto have executed this Agreement, the dap and year firth written above. WITNESS: _ OWNER - ----- _..._........_..._............... ®rt.__._......_..__......_.._....._.. ........._..........._. Two W1'TNYS-S: ........................_................................CON CONTRA MR MR --._.._............................._.._.. rx - 3 I i APPLICATION: - MAr�� SPECIFICAT19N: i,rh-Pressure Sodl.vm 70-;7, 120 V, Early American style l=ioaire, Fainted flat black, photocontrol receptacle, lexxn refracto'-, panels, nor,ral po.ilrr factor reactor ball-ast, M-S-7I lighting pattern,, 56-521 C721N152 CE 70 W, 120 V, EARLY AMERICAN STYL_F 47-570E3-6 I..UMINAIRE; PAINTED rLAT BLACK, CTORPHOTO- CONTROL RECEPTACLE. LEXAN REFRAPANELS, NORMAL POWER,-FACTOR REACTOR c BAL1_ASIT, M-S•-II LIGHTING PATTERN W i� W F- L a LINE MATERIAL. f 10-WA'I`L' HPS COLOUTA.L STYLE 1[1141NAInS' SPECIFICATION _ l } 120 VOLT 3-56-521 I P(;'c` C 0. r-P E•.^.I F I C a T 1 O N�...—._ ( � APPLICATION: SPECIFICATION: 81�h-F:essure Sodium 70-i:, 120-V, horizontal roadway luinaire, I seal-tutor` L-S-II or M-S-II lighting pattern, ;.--mal power factor reactor ballast, P. -• receptacle S - E 3_56_514 C641N512 GE 70 W 120 V HORIZONTAL_ ROADWAY 13-570E2-6 ITT LUMINAIRE SEMICUTOFF L-S-II OR M-S-II C RVIASDIIA.)DA WE LIGHTING c ,„ N N W H L3 LINE MATERIAL u 70-W.:' VpS SE,1I-CJTOFF LtJMiNAIFE SPSCIFIC.ATION C 120 VOLT 3-56-51< I PrE CO. SPECIFICATION c - �4 L LB 5CL- LB Pre-cast Footin r for Lamp Base Anchor PC" Soacin; end Sine As Peouired P O; "C lamp Arse - No [CL•LB �'o 1 .10 5'LJhs Lamp Bast .4 1110. SCL le J 674 lbs. J 1 UU �V t� 1 Fnr rirllik SPe revere Sid". w ct W z w � O WCLJ �Z - \ CL Co _ z Ln W _ i JZ .~. O Ln 3 J W O �• O �1JL7 � W t9 'nZ20 z \ �. 1- U0' ui J U Y Y Ln F- tSaJ .. J CY- Q O w w + C7 [1_ (� p W dWCY � I c�vG �; U3a i Ground Line 11" Bolt ( 0 Y 11.' Bolt Circle CL a c�, 00 Z 1 Figure 2 f Fioure 3 ALUN1114UM m W ALUi:.INOM DAVIT o EXTENDED ARM t, M� Figure 1 L4MINA,TEC WOOD r M (COIC.- :s clear unless specified otherwise.) l r—_— NOMINAL MOUNTING POLE MAX. LUMINAIRE MAK LUI.SINAIRE POLE CODE NO. FIGURE HEIGHT WEIGHT %i':I G HT EPA 3-40-014 1 20' 200 Ib. 35 Ib.' 3-40016 1 25' !'00 t�. 35 Ib.' 0.8 sq. h_' o 3.40.057 2 25' 1=0 Ib. 75 lb. 1.6 sq. ft 6 3-40.070 2 30' 60 Ib. 75 Ib. 1.6 sq.ft. 3-40.075 2 35' 1_•0 Ib. 75 Ib. 1.6 sq fl. — 3.40.050 3 25' �:t0 15. 75 Ib. 1.6 sq.ft. ; J 3-40.060 3 30' 155 lb. 71 Ib_ 1.5 sq.ft 1130 lb. 71 lb. 1.5 sq, ft. I . ® Recommended for use only with aerodynamically-sharxd luminaires in arers sheltered from the wind. DAVIT, EXTENDED ARM, AND CURVED LAMINATED ti% DOD LIGE. JG POLES r- - _ LAMINATED POLE COLOR' r w Olympic U I _Color _ Semi-Transparent Stain Redwood No. 704 - Charcoal No. 913 Light Brown No. 720 Driftwood No. 911 i' Clear r � 1 zwn� t - •- WwzWLn � s Lr) cr- u ( � wwz Pole Pole (L J V) ►- «� t� Height Height ►Q- 1 z u OOf- J 6 CD LU t wzab u g , W a u a w I Z , o Q U _j � WJ 0 to 3 .- W W 0 �W J U H �, ry W Wne J W Lc lJ Q F Vl t' 1 �-• W F- F— V1 (7N W ce Q •-• Z V) 111t LF— > 3 � Q \ � - 1 Ground Line �--- t= t IIII � r; m .4 4Ft. 4Ft. 4 anW. r �8" Bolt Circle O � 1 0 Figure 1 Figure 2 Figure 3 LAMINATED WOOD LAMINATED WOOD CONSTANT SECTION TAPERED ALUMINUM 1' CONSTAi,r SECTION WITH REVEALS 0 (Not a preferred - O U use ite.m.1 Color is clear unless specified otherwise. _ 0 POLE HEIGHT POLE MAX. LUTAINAIRE MAX. LUMINAIRE POLE COLE NO. FIGURE ABOVE GROUND WEIGHT WEIGHT' EPA' .e0_ 1-1" j 15'— 150 lb. 115 lb - 4.5 so. ft 340-010 2 15' 150 Ib. 115 Ib. _ 4.5 sq.ft. Q 3.40.040 3 _ 16' . 47 Ib. 95 Ib. _ 2.5 sG• r� 3.40.042 3 1B' 51 Ib. _ 60 Ib. 2.0 sq, t!. T .. 3-40-047 3 20' 76 Ib. 95 Ib. _ _ 2,1 sg, ft.i U ' Values given are for concentric loading, Laminzted wood poles (3-40-012 and 3-40-010) aye adequate 0 for the eccentric Iced of a clos.c coupled spaceglow luminaire, Uj POST-TOP LIGHTING POLES __ MLONUMM P.O. Box 23397 12420 S.W. Main Tigard, Oregon 57223 August 10, 19"/.) Mr. & Mrs. Janzen 9910 S.W, McDonald Tigard, Oregon 97223 P,e: Subdivision S 9-79 - blcDonalrl Acres Please be advised that the Tigard Planning Director on August 9, 1979, approved your request to subdivide 5 .1.7 acmes into 21 lots (Wash. Co. Tax Nap 2SL 11BA, Tax tots 600,601, & 700) . This approval is subject to the following conditions ; 1 . That ten (10) feet of right of way be dedicated to the City along the frontage of S.W. McDonald Street with half street improvements to coller--tor street standard prior to final plat approval. 2. That all houses not exceed on,-, and a half stories above the gr(- :nd level. 3. list the applicants provide tti oir share of funds to cover the expenses for the services outlined by the McDonald Sewer Association prior to issuance of building permits, 4. That the applicants submit site construction and site drainage plans to the City Public Works and Building reepartments for (approval prior to issuance of building perrJ.ts. S . That: sewer service be available to the site prior to issuance of building permits. 6. No changes will be made to approved plans or specifications unless formal application is Wade to the appropriate depart- rr±nt and changes are approved by that departmnt. Application for changes will be made- in writing and shall include applicable drawings, engineering specifications and other details requested by they department. No construction shall tale place in these instances until. after the changes have been approved. Any devi3ti.on from this condition will result in the im;e-CUate posting of a stop work order on the project or any portion of the project. _ \ ti V L D I\ 01) 4 0 Z � fit I 0z �! , I cb 'I o I ati �I m_ rn Z Cb L ~ h~ .� G13c�n17n►, Z►d o1, J oN 0 19 v, r•`a r -- Ll \ 1 IP I tr W4-4 d I n �r�t � I s -•� u r 9 ru oo` N Ill n N .n ' CA 03 0 LA 1 tf�j l — J4j. ►° 1 -r L , Co Ca I J o I 1u 3 I 12'' 0-; 19 1 r I, r' C L log 'EASEMEM1 Z to E�sE-MENT I �n 0 i o 17 �. � S1 (8 ` �y .a � `0 rIV, I� 0 `6 ~ CO I\ ri IIP 9 � ti. .ao n SS 1.... I ��`S`• _J f9 To LAO o� � �Q, Il~ 133., .. ti to RemeveCk O ' r'' \ a".` F �•�1 �J 0 OI inv T. L 900 `` �` I \ � l a o' I o t'� gc'-r 'TO 731L 'IMCLVt7EV �• I Q0 �• via tu .. g urly � 1Z � ti� 1 � �" r '^ ru cl $ p "" 00 lot. 1C)IB ILJ Seca I Off' \I C O C, 7 J t j v�= t� ,�~� 0 so iii I v �° •�'�\. �� 1 Q r 1I \ I C.0 1140 , le 0 b • `. �� `'••fin W�c�Sit.'� \` t Q� U �O' I F ►�I E39" 2' E 2 5*1.C,_j — � —•-- ----82,31 ---�oS.O T.L. �O ` j '' ._..------ . -T' •L- -100 Nor To � I � o 0 N o �g N Es o ---- ►Il N cu � of) oZ � I 1 , ~�IDS��gEt4ENT , ; t I o � I 7 I. , 17 IBtv Ir 'L(j �O ► O 10 f� ( = �� � ,,,..• 24.91'—,i�, � 9>'� .►' . � shed Yn 14 ��Q- ° LA 91 �.. _ ��r..-i i J � {ic It] -l_,l �► �. ' TT w. � •Q "a �� I ` '`��C".' ,+, •ate I J if (1) JoAA IMPORTAT MESSAGE 1 DATE_ (_� c�U _11ME_ Q(J A.M. P Mr WHILE YOU WERE OUT I. V, PHONE No Arso Code Number — -- Extension TELEPHONEDL PLEASE CALL -- ---- CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT ` _ RETURNED YOUR CALL MTSSAr:F .` f i r � � V / G"i1 °t► 7�rc7vti + 00 I SUR�/�YOR.'S GCRTIF' ICAT� Z, 1 t e-rf;c r+ J. be j vt_� f(Ir•5t duty wO Y'v1, d2�Cr�.G C1 v�d Sc�y fit�lot-4 ► Yw� �Or rYc+l y m NAI A •gur-veyed and w�av' ed w(+h PrDr vv�v,t�w,c�.N+s -Y h¢ lo,vyd� �ow •1 ova ttid aN•v,ex-¢�► vva� of '�M� Dsv,Qld �rGs ", -t ha t G v � I v,67 -1 4 V' ivkt- o f �icl pm-j- I --set � 2"x. �G" 6rct,lyav„�¢, I v�N f,pe- , G• below -rhe s(,t..-.'race of -rhe n,•o",�d -- zid In( OL PC�Nt be(%A9 tJ. 89.51' Z5"w., 0.30' amd 15 1.0(4 76 ., a R��✓-U�"jDl�/ I�JIDN O� P�kF�T O't`' LOTS ZS S? Zoo , "TIGAf�L7V1l. L� 140.0' rorn tLle Svu+kects4 ' Gorvler of t-he Geor9c RIo6,Ay`Lw'% D.L.C. Nl° 38. F,rorn maid irrrtlal Pohl+ t ii I" TME; N \ ^! 14 E-��', 11 TWR 2 S. RI`•IG . M. W• M, ran S. I-oro -W•, 4-5. fsji to a. pot wi- j thdvlce on o% bearivl D 1.1.89'51'05'"M 157. ZZ' t-0 a point ; r�I ��CAhT� 1 �� ttiQhc� �. 1°o6'o�' vV,, z27.�<0 ` -rte a {blvi+ ; -t-h��cG r.� . ��• t5iA '4r.," �_., ts�.-33 ' 1, a. fol�i d' t BGG `1GT0'�) CO./ DRAGON. CITY DF' TICAARD . r �. 1' 4:"(0,s6 W. , Z7 0. 7 a -tr OL., �I w t ov, -t ke- �,k+t-, I t vl@ oy- 1.•�,+ 2G� "l-t- and v,l te. +-lt h•; a. r-r co rc e F?la't r r 1Nu>o(Ngqrta� C-vu.w-tj i -i'l�u�ct ha. B9' �a0 '40" Alona 15cud --zr •t1-% live! `Z5b a.-7.09 ' tiv�A+- / 1 to t�. point ch +} r_ ce 0-t-e✓'11 hG O F ,• `�. W. M = !�v,a(d 6t• j •tiro ►. 88 45 54 VJ, PSP alCV,q �c�d c�vrterl�v�i. , 1�7,c��3' -k� a t�lv,t -Yhe•v�ce g, 119 ,0& 2c, W. , V0 r, -tb a. -t-h2v\c0- f�l•88"45"s4"W 'f Io0• ' to the Iv1i-t-I'al Polvl-t- avid poli%+ orr. bc9invoivV 0 I also cert y -t-ha-1- Pns-t-woo n v wv-k)+ce--1-r n%A o F -ttle t VI+r yn•ov- mo n r, Vv.--V i-s i Vl 'tin s plcx+ vv i l l be c-Lc_co"- _ (n _ rf,slnmcl vv;4-L.ivi 90 c_gle.vx.rc- dAJ5, F-Oltcw%" v,ctit (ccrhu," o - c�-w�pl¢-{-'iovi of• �vtv,q c iv►�P►o.rew!2�n t S R f G 1 5 TE R E D - -w 5.e, coR. GFo. RICHAMP--d- o.t_rc*-56 S.W. M� DONALD ST. c•-v- ou o v- kYro,rL ccc�t • date 'le(v� Olme y�r' 0 V,/Ivg -t-le a trlcj„nal �la�- �cbv�a"i t ova , `MFESSIONA[, N N• 9.51'25 _ ° g_ os�o1 t�►`�1 14 63" p N why 1%ev�r eC 1'►'�e-S �, �- fn arrinrv�c� vv�t l� o�z� 92.00. LAID SURVEYOR _ _- ? s - �+ `n > 31%P TI:P&' 5L(bsc ribr cl aNd swore, til bEro,e. vn� -t-�,►s �Zdo�y ol= 180• � UJ �. '1x�8w y s 19. m r� �- OREGON " °po Q 75 1,.+ CURVE DATA "O t-o,j 'Fbbll �r -i-hc -ta+r: o� d►-r�o� �IVtJ Co►%�v����fov� J x�i s S HMERT J. SHAPIRO NOT IN •0 q PLAT _ in 709 7 L07 Z Ioo,b ' 18. f' �, A-9239'31", Gt-1: 28.93 ' INI"r)^L. �AI1�•(-I- - /0'Ul,;;tlesEas. . .�t co N•8945° w _ 7504 s t?,=�07. , �,= 2'80'09 GH= 34.67 ' N.a�•s(bS"w• � 1. v �, r -7.%V --16,7.2:?- -- - 7500 N tp 9. 50.4-6'27 e R-50', r" 56°54'Z5". CH= 47.05 ' ,o �It;l;�,eb t �� N•89°51'�{W'� r�. 8°4127"W t�' I �� Lo-r 3. DE D IGAT IO t�-� .,�.��.,� 7504 R= 50 ' L1 ' 1` y J s` �z it j�nvw alt w�t�n b -t Hix �v��u1f-�• 5.85.4c'i�'ts.• � C._ 5'tuck� a�►d - r_ a v,r_� CGtrr-ie zs z� allo d' f<,�50TA•37'42 19" CM X32.31 lav`d 1N the. Tore -A St�.v�eyors ��v-¢��rGate , CL- Kg-vrby W%56ze, e-5�-ad>t'stn avid :I0 - fine - 7�2s`T �o �j ' �- I` 16. UI pin Map Is a -t-rwe ay Cov-rect w,a� e v,d la+ 1t^er�<. a'A IofiS k I� ttnc diw,av,s,fl✓15 �� c� �e '� -� r��+.�Ua C) L-0T 5. �r,v.¢X d _ F j w. �. tip. ya' ' 9 u.Z RSD o,a 37°.4-Z' 1'-1 • C-M = 1 2-Z �Inov�in o�% sa►C► v nCL(7 awd ccll St�cc�-s and roads kxIv, o� +Inc w(dfil%s <>e+��C�v+ln G�v+c� �GL�cI N•� 5 t °3'`t �'� x% 0 " �' �' eo oe ' T'etEr ahs CGcrrl� L , JAN3evt dC. Neve♦ay ded,ic.,a+e- -tn t'fne use yap ?he wbl�c aS pul�.l�c (W,�s �Cr- 5, A z 30.15' N ' �Ve'r, all roads o,vyd �czsemtz,nrs as tll,��t,rafeel oln Said ptctt csF M�L?oNrz�d Aet�s , I� 75U9 �� N'So•W. _ 1 .9i s.a9•�o'w' N rR:A �.<.' Naso°W ' u' 25' 126 3`' R= j0 L�`67'hG 16' CH. 55.79 'j I N �� 7S�59N 1,, so Bz.�I N w K -7-o ' p • 2.1°4-'0' 16; CH. = -7.55 ��� l �j��� (- ,I, . FQ gyp. 30. G!/ !��L�LIiG� i 1 %�ih 7`J-24 � �'��► w _ I'3. - � LO T 7. lc Jo► en {�clnayc� W• 1 +6EC-16Z d�-i-In G. Sto�cl� 1��.3 v �53t r ° o R-���.'S7- V- 4.0 3� 13' Crs,•is. ss 20 A• 87 41'-39" Cr 27.-71 t�N •j��l $ 07' Nr. 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To 6E J axar�cl .IGlndw'� W. `-�--t7xo a+'fcJ .�I.I�li-1-� G• 5-l-aclg P�t-Q r ,nae v, av, Cc+�vrr e L• , �,E=T ialR11�G, P05TMoN v - R�• `> so Jr��Leh , nt es bard ¢y%d vjtf-e , vJHo d'1 d d��k evr� I ti>>da�r oaC �I�. , -t lea t 't''ney ave tine � tue pe v�Son c h/1 F�(�1 TATIO N PEF�to D v 9. o �� 1.1. , Vfavneci ctv,cl c�¢5GV IIJr_.cl In 'tine FpvEof01 1h5frt�v►neHt QY1d '�b.a.'1' tlne ,v- Si�Ua- �i,�-re5 G��,�{Go� _N �• 78C}Z.-U.I N �= s� R= 50 a LlZ GO GH, =',5. 8Q --1-17 sct',d l V\S{v t WIC N�{- are rt tie i r o v�v\ ee ao{- et Ind ci eeta . e,,,,, `T I It1 `ec r I.L. LOT M. i'"'LAT t''F "TIGAF�D VI l_t_E - .,���:a;�K. 7 m Ch, HE-I< ,t-'t-rs_'� S 40. �"'" "�� ,54'L�o 07539 - LOT 13. ° z 9 ooa -T -I23•aa.'--T-I Gg•31 �„>*.�'- fZ= 50 A =4•Z� 53'It� GH••�.5c. T liC r the -l-a o Or oN -/lriy Gc yr v,A;ss t 0\A 6x alve5 _ c Nb, 7/e t-47, T 4Z ZD �t� _ x•59'-4�t" GI-l.� 10-G9 � 01 I- tc"60;I•;6s Le)-r 15 . `�14i•"'' f Z= ALO, .L1- 8 6°2'°y'2t1-� Gt-t.= 2.7. S B 5.30' 2 A�PRO�AI_S FL-A7-FL-A7- T',ESTRIGT►C1�;� LOT Ira. }Z t�. ' 9 l'�i�.' 2� G t-t.= 8. THL- AND �"AR• f-f'.CF-. 1-11.11-5 01= stnA5 I-t- tZIT K: 22v.= 1 678• cH, 6.78' -- GJG�-CT TC A S' V,ltDF- F-A--F�ME IT PA►z�ISE I_ W tT H LOT 17. �5AIP At-J`--) THE FFN-T Y t [fir' LIN.E5- ARtr fZ=2C' 7, - 9C°67 '40 Gt-1• = 2a•3Z' Aprro\led19 33 A rOvPci t �198'�' SU J -T TCA LIt � FA-A55 /1I✓1-1T / 10 r4I Dt✓ . �A 1%2YYaSI� . C� CE• u�wt1'SS,ov�,r5 171t�c•�t�r� c ,4��^ssw,�v�t �, *0-V\ !;'f'1�JEM�ITS AP,G FOR THS Ik1sTRL-L-AT10N Ahl.D N141NT- ?-�®• 0X11-de -tear✓ = 2Gg°5� 11 ��. Dzyse. ev-�, lA(cisln. Gc>. �O,rec16vt FNANGEE- CF AND VTtI._VTIES - INGt.vp- =moo ', L.= 23,8.55', G.L.97rc •7G / It,�.j 1 u MCT L IMI l t�d7 I"C> SEt�iElz. VYATL , DRA INAf�,����1�j! R=-L�-T�1r �cl�.lh TEL.-1.=:.P�t:�NG LI!\llr�� �J' O• GUI -d�• -� - Q= 27�j°3723" pt.�rx L• 240• ryL , r;.L. _ &7. I(o R c> E• �F 98TH p1.= 200' o• I°4'3'38" I...G.03 C.G,.03 . A�z^v�cll x(983 w 01= Dire-,C-1-0y- C'f:- `rte 10 v,5 FJ.�i. FZ=1032.52 4- 10° 30 CIA. 115 7-1:5' ��c u tn-E�y G(E7 rbz� y\jas ln)v�-k-c v, Go, ! G'v. Cf• c^F WhS+t l l�lG-i'E'tJ I i cr Tho vvtisseln , PV, aNd ElQcttOn S , d4 her- by cev` tFy -tea+ I �a ec c�vw pa v e c# -�L,e withl� Plat- vvrt-.) -hlne ov ,q .%cr1 -tl,,Cr¢O� , '�1>Li1 +lone S5Cz.w,e' 15 a +r-LAe. �It ll avid ' ov v-ec.f- cor\ -tin g,,-c e- 6t,5 -t-h e game c�I ray v�-) of �.cc v d I" Yl o.-k- �'� f (�Gy - was - Gv . t-iea 1+1.. Zi v-{-,M v►-E-- cy % - -- I y19 6c 0057A l - GAF OF EG 0" �. " J G1-h• o 7>r -T°'la.vyr I V1 s 1'cvt Cc, OF Wllt5,tt1 NGT'O N - - 7y i�"er T-VVV-N�ys¢ ►nI D1recvY cep Recon s aid Ete_ct-+oµ4 do he.r>'by c_er�'tFy -YV1ckt- �hc aric�,v�al vvn-, re-c--e- Fr.r rtt ce-wr cl cr n -t-k tz d c,)► G• , ►tel , ct+" -----fid' , a vtd v�co r dell ow pale 1vl '�kL. - of crZc�vzlg orf;vvr, �la�s c�F �,�(d Co�•v,+\, .. 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Lam'T 2 , J I ' � CITY OF TIGARD DEVELOPMENT DEPOSIT FEE C0 t,jPU*rN 10N SH I IET PROJECT NAME _ VAL PROJECT NO._ _.._ (1) PROJECT FEE (City ord. GO-46) Sec. 10, Par.�Al; jZ6 S1549 a)Total eatimated improvement Cost . . ... ,> --�-- b) less can, sewer est. const cost. . ... .. Adjusted improvement cost . ........ . ... ... ?_IZ _jaubtota1 c) .0 x .tlZb,53S . . . . . 5}021 40 _. Q' h fa (sublol) . (2) SEWER FEE (U.S.A. res. 70-12, See-9, Pa r. �B ): o)Sewer pion check tee 19 inspection fee , I) ,h 10.00 X Carl (no. of lots) 2) 100.00 min. L7 • • b) Permit fee R connection charge poid. • . •• ••••• ••• • ••0 c) Sever district contract surcharge paid ...,...... ••. .•.[� (district name -----) (3) STREET LIGHTING C-EE : o) P.G.E. lighting schedule no. b) Mthly rote option. ...... no.—�l-- \ type Wig�ht I lumens150 = 27 ��X00• -��d �.s•f, shy tex (no.of lights) _ type of pole o' 1etin,ut, - ----- (mthly rate) no of lights) lyr. : 12mfh's (subtotal) "jq. — 2yr.� 2gmth 2@j VA Y 2* _ 7CO�V _ (fublotal) (no.of rathe) . . . .. .. . . . . ( ,i) SIGN FEE (lletrt Wnetolletion) (per sign) (no of sign) STOP , - RESTRICT. OCCUPANCY x -�- STREET SIGN - COMB.STOP/ST. NAME � 2Q.�x NO PARKING - --• _..._•__. . mietl. fypeT --_ — "Cl ryps) P Z10 RFCrIPr NO OATt_� PAin check i� st�141 U' G(.nNd Taint. . :t,:•_.:L.�•,�-:.�� cnslt money order i; Itteerl.' sewer,streottur, at:�d'` 11on CITY OF TIGARD, OREGON DEVEr p.'A.ENT PROJECT GENERAL .0:F OR1,1ATION SHEET I. PROJECT No. : II. PROJECT NAMX: N1�bow� CREW III. DRAWING (TITLE) : dated : IV. PLAT (TITLE) : _..___. ra ted :--- V. ed :---V. SITE LOCATION: , VI. PRINCIPALS: (1) DEVELOPER: i �MUE F- � �_—__.___--___.__-_ ._____• SAJ, Mro�a ter, Address�lt �ZZ —, Phone No. 314* (2) DEVELOPERS SURETY AGENCY: Arldress _...._.�.__--._ _.__.. Phone ` Bon`,'dNo.�.._.._ Fxp. Dote____ (3) E=NGINEER: ��S _�_ J•I+�C1ZlI�. '�45��IC11l�.R - o14f0 b,w, CoMMUM C%fti& - Address---_W )It Phone No.02 44180, (4) INSPECTOR: Add ress _ _ _ Fhr r NO. (S) PRIME CONTRACTOR: Address__._.~__..__-_._..__.. _ Phane No. - (6) CONTRACTORS SU?E7Y AGFl4C'Y : Address __._...—._.___ _ ._ . _ -•_' ch nc ':o Bond No. __ .. F.x.p. Date_ (7) sus-coNTRACTORs : A CITY OF TIGARD, OREGON SUBDIVISION DEVELOPMENT PROJECT (P.W.) Procedure Check List I. FILE. INITIATED . . . . . • . . . . . . . • . , . . . . • . . • • • • • (1) Sufplenentary sheets ztt.ached . . . . . . . . . [j II. SUBMISSION OF PRELI14INARY PLAT: (1) Pending Planning Cocnmi.ssion action. . . . . . . . . . . . . . L1 (2) Approved tentatively by Co=ission. . . . . . . . . . . . . . q III. SUBMISSION OF PRELD-TIVARY CONSTRUCTION PLANS*. (1) Plan Check commenced. . . . . . • • . • • • , . • . • • ❑ (a) Revisions required . . . . . . . . . . . . . . . [] (b) Stamped, approved for construction . . . , . . (2) Utility Co. plans received. . . . . . . . . . . . . . . . . . Ll (3) Improvement cost estimate received. . . . . . . . . . . . . . IV. EXECUTION OF PROJECT DOCU,1ENTS: (1) Contract documents drawn: (a) Compliance Agreement signed . . . . . . . • • . . . . ❑ ---. __A (b) Performance Bond signed . . . . . . . . . . . . . . , . 0 (2) Permits & Licenses acquired . . . . . . . . . , • . • • . • ❑ (3) Easements obtained & recorded . . . . . . . , ❑ (4) Deposits made . . . . . . . . . . . . . . . ❑ V. SUBISISSION OF FINAL PLAT: (1) Review for conformance commenced . . . . . , . . . . . . . . t (a) Revisions required . . . . . . • . • • • • • • • • • • • 4 ~ (b) Approved & signed by Comm. Chairman . . . . . . . . . . ❑ (c) Resubmitted to Commission ❑ Res. No. Approved . . . . . . . . . . . . . . . . (2) Approved and recorded by County Surveyor. . . . . • . • • ❑ (3) Address's assigned• . . . . • • • . . • • , . • • • • • . • • Ll Vi . COMI•IENCEMENT OF CONSTRUCTION. . . . . . • . . . . . . . . . . . . . ..Q Note: Inspection sheets and construction/ Inspection check list (attached) for progress. VII. FINAL INSPECTION OF CONSTRUCTION . . . . . . . . . . . . . . . . . . ❑ _ (1) Pending correction of deficiencies . . . . . . . . . . . . . . 4 (2) Not acceptable, construction deficient. . . . . . . . . . . . ❑ (3) All construction items acceptable . . . . . . . . . . . . . . ❑ VIII. EXECUTION OF FINAL PROJECT DOCUtENTS: d —_ (1) Zlaintenence Bond signed. • . (2) As-built drawing received . . . . . . . . . . . . . . . . . . ❑ (3) Final report. to Council issued. . . . . . . . . . . . . . . . [J IX. CITY COUNCIL ACCEPTANCE OF PROJECT I14PROVEMENTS . . • • . . • • . . . CJ VIII. STREETLIGHTING: (A) Commenced installation. . . . . . . . . . . > . ' > , , . E] (B) Completed installation. . . . . . . . > . . , `—"'----- 11 ---..--_------- (C) Inspected . > � (D) Tentatively accepted by Cizy • Q 1) Authorization letter to Energize filed IX. LANDSCAPE: (A) Commenced installation . . . . . . . . . . . . . . . . . . C7 (B) Completed installation . . . . . . . . . . . . . . , (C) Inspected . . . . . . . . L) (D) Tentatively accepted by City. "'"- a X. GENERAL AREA DRAINAGE: (A) Building rain drains inspected. . . . . . . . . , . . . , Q (B) Culverts inspected . . . . . . . . . . . . . , , . . . . ❑ --'�—�---- (C) Drainage ditches inspected. . . . . . . . . . . . . • • • • El ,__� (D) Tentatively accepted by City. . . . . . . . . . . . . . . . _____ — NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, Ri,VIEIJ FuE: TO INSUP'E COMPLETION OF CILECK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos S) Daily Inspection Sheets I