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COPPER CREEK NO. 3 SUBDIVISION II r ' i STAG I I ow • d 1 - ---I F. -- I I i I ► / / / 1 I _ I ` � � 1 f•� �� — „� // �� / moi' \J i �� / � _ ,. Af 70 ea a^ 7{ 09 o P P E �� v R/ ✓E LLQ Z J� Q h VA yv 0 i LLl I � it i> - 7--T- EORI rr� r� , ��'�� `,:� J ir\C.) ►� 4. ; l//�'/N/TY MAP -,- I G�i11/E�f'�4� Nt7TEs' L E6E/VD /. �// dl/oi,�ine h� %/f/dfGiyars' sJ�v3// i�/�CtO/ i�e'� wirSi �`4B.S1di�a d.sca�if�e`dfio�.s o � .S�rvfd�+ o/Diryo,� /.• afer./i�'�%�l drx/fhc l y o�`'Ta�r�' j SO' .SAN/T,4/P�'SEf�tiE�F'.�"/UlJ M�1N!/OLt •--- ------ ---C�- -- - ---WA/" .� cif .�• � f3.cc //d% /cfir�.PZew'q; �.4N/TA,PY.SEf�E�' .J �L�.4N0!/T o-- -- -- - - -- -- ;V1,0 X101W/i�/e, olt i�tvf /r�cludrd iA c La�►fiwof y Jv, Uf ,�, sro,�'/Y1 sEH'E,PA,va/�1A/t///oL E — zase.xww? 5. 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OF ,24 (206)695-3411 (S03lt69-6726 Chockod y ..A ,.... •• • .. 1 I I I I I I I I ( I I - P It1 III I�IiI1 11111 I 1 1 I II 1I1 1 11 1: � �) (I '{ I ►t1 rI11 11 11 11-I� 111 I�f III 1 1 rrl r r I�r 1 1 111 11 I�I 1 11��1 I I llt I ( 111 t;I SIL 1 1 111 1 11� 1► t , I l l l l l l i l l I i 1 1 1 1 1 1 1 1 1 1 III I , I III 1 1 w....-..�.�.�..�. ;i - 1 NOTE: IF THIS MICROFILMED �"'~`�'"-�-� I 1 2 3 4 .. 5 s 7 8 9 110 11 12 DRAWING IS LESS CLEAR THAN THIS NOT ICS-r,1T 15 011E TO THF QUALITY OF THE ORIGINAL .0 -DRAWING, OE 62 8Z LZ 9? SZ bZ EZ ZZ It OZ 61 QI LI 91 51 bl EI ZI 11 of 6 9 L 9 S b E Z 1-9" I1111111!1111111111111111111111IIIi111111111�11111111111111111111111111111111►11111111111111IIIIIIIrI111�1u11111111111111It'11111111111111111111fill IIIIIIIIIIII Nff"IIii11111utr11111111111NIr1111un1 r111111111L11111111111111nhw1llWltulull�uuWlllllullnllllrllrl�31u1) JUN 'L' 24 1992 - i lift, `'� 4. "yam 4�.'+'- � • Tab Products Co. Spacefinder Systems e Model 4397 e e i R i wor vi r� rd w CITY OF TIGARD, OREGON RESOLUTION NO. 87-z5642 A RESOLUTION ACCEPTING PUBLIC IMPROVEMENTS KNOWN AS COPPER CREEK NO. 3 SUBDIVISION . WHEREAS, the City executed a Subdivision Compliance Agreement dated August 8, 1983, with Tualatin Development Company to facilitate installation of public improvements within Copper Creek No. 3 Subdivision to specified standards and specifications; and WIIEREAS, said Compliance Agreement stipulated that: "At such time as all public improver„ents 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 tt, accept said improvements, for operation and maintenance responsibility, and release the Petitioner's guarantee bond"; and WHEREAS, Department of Community Development staff verifies that all requirements of the City have been met; NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: The Tigard City Council hereby accepts the public_ improvements known as Copper, Creek No. 3 Subdivision Improvements; AND, FURTHER, the City Council hereby authorizes release of the Petitioners guarantee bond. / PASSED: This day of � 1987. U Mayor — City of Tigard AI TF ST: City Recorder — City of Ti and De1 r (JH:cn/12 W) RF_SOI.UTION NO. 97-- Page 1 /•' ANM t1 �rlli u/f I C -.. �r II t • 'r}T16 •� �AtM1O1O 4 tr Eii17S—i'—TT Ty d • v l ++A " / E //7 LIL [ • 4 tis fro ', t c e car O/ ♦ a <. �l {W AN aT J C • A 1 �' 4 g Sr. 1 /T. 1.1" f. Of �+/. IN r OSIA[A I� t•I 1r yr I,IT w N CT TApMM'[N a►. fIr vl. ♦4 SIN [Dt[w000 ST. sr. An S a - Kruour/ M N lN/W tt. A*f [!N CTMT[A I,ti �� 3 91'`1L� ■ KIM / ..t�• MAIID[� ■ N rl �•, �I I�� u ♦ IM.L Itr CT � \\ I! ■§ TN luau ��CCC000yyyavrZr,Nt[c cr • /\ r ".IT, � -` 1 w 1c, n •II + fir• ' c(J C, _ I N � � �> .Irn AM'If1• �.,AyM C��N t �o � V � [ AC[ wMWI Y _ A /.. t 1!9lMT a $ /o u rrMuwot l.J t1r R , � mt ST CT CPA LMOMT[ w / U KN1M/el -n- • 1 [M[N O NTT II M fY CT a t I J SIN NOJDV[r I r»t •* tATntN_'� T ^� Nos[t.w f�r. RI111I I �Cy41� � jv �� t 1..rr wlaw � 5Ann ,.,+,�_,�_,jS X13 DYNNW NO .. # 0INNAM 40 I � T MAwTNMal � �r I� S � //t' -'b• JAMES PL oC n NOTA `CT VA Yll 1 ` — ,` t[trr \\(\ o 'v Itir� NwTNw (� r �" lw, h 11• } MAVEN ,� •j(N�� • N�A 1%l 6w /IN01 AT NC N 'I .ji Tt' L1<• JJ No � •1 p; ° ;�A "-J .r Avv � ��-------i r� tin,' • � f1< t0 I WI b \ I.AwN[raw n.LMAN LAN[ +� I I i I J 1.r 1p 1 1 I �►r. �r u.. NC 1 TWLA TIM I r•�1 \rA, Lam__ . . .. . . _ . • - '- � COPY CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: April 27, 1987 DATE SUBMITTED: April 14, 1987 ISSUE/AGENDA TITLE: Resolution of PREVIOUS ACTION: Resol . ##85-•89(Oct, 28, Final Acceptance of Copper Creek 1985) conditional acceptant j� kion, No. 3 Subdivision Improvements . PREPARED BY: John Haqman UC PT N[::AD OK TTY ADMLN OK�__ REQUESTED BY: POLICY ISSUE INFORMATION SUMMARY 1 . This phase of Copper Creek Subdivision was conditionally accepted by the Council in October 1985, subject to completion of sidewalks . 2. Completion of all sidewalks therein has now occurred and, subsequently, the developer, Hayden Corporation Tualatin Development Division, has now requested final acceptance of all improvements within said subdivision phase . 3 . The developer has satisfactorily completed all. required improvement work arid, therefore, staff has prepared and recommends passage of the attached resolution. ALTERNATIVES CONSIDERED None; our• Compliance Agreement stipulates City acceptance upon tho developers satisfactory completion of all requirements. FISCAL IMPACT Operation and maintenance responsibility for the subdivisions public. i.mprovoments will pass from the developer to the City of Tigard . SUGGESTED ACTION PASS THE RESOLUTION TITLED: A Resolution accepting public improvements known as Copper Creek No, 3 Subdivision, (JH:cn/1202W) �r • ��o/tiro� 1 7r7- AVL' 0� pyo I r s Haydev Corporation fTualatin Development Division February 4, 1987 Robert L. Thompson City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Copper Creek Stage M3 Dear Bob: Hayden Corporation request that the Public Works Department make the necessary inspections and submit for acceptance of this Copper Creek Stage to the City Counsel for their approval at their next meeting. Your cooperation in this matter s greatly appreciated. If you have any questions please call . Sincerely, Hayden Corporation 7d. seph F. Leopold Land Development Manager 900 N.Ton w*vk island No &Me 125 Portland,OrW Vn17-IM (600)204111 w� v .ter CITY OF TIOA RD WASHINGTON COUNTY,OREGON October 30, 1985 Tualatin Development Co., Inc. 15300 SW 116th Avenue 'Tigard, OR 97223 Re: Copper Creek (Phase III) Subdivision Gentlemen: The Tigard City Council, at its regular meeting of 10/28/85, passed Resolution No. 85-89 which accepts the above noted public improvements and releases the performance bond for the project. The City is in receipt of your eidewal.k bond which the resolution requires. Also enclosed is your performance bond. If you have any questions regarding this matter, please contact the Engineering Division for the City. Sincerely, L,oreen R. Wilson Recorder lrw/3353A Enc. 12755 S W ASH PO BOX 23397 TIGARD, OREGON 97223 PH.639-4171 CITY OF TIGARD, OREGON RESOLUTION NO. 85- g 9 RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN COPPER CREEK (PHASE III) SUBDIVISION AND ACCEPTING A SIDEWALK COMPLETION BOND AND AUTHORIZING RELEASE OF THE MAINTENANCE BOND. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, 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 Agreempnt 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. . ;" and WHEREAS, said Certification has now been received; and WHEREAS, an acceptable Maintenance Bond has been in effect for the aforesaid maintenance period; and WHEREAS, all deficiencies have now been corrected, except for installation of certain segments of sidewalk, for which an acceptable completion bond has been submitted. NOW, THEREFORE, BE IT RESOLVED THAT: The Tigard City Council hereby accepts the public improvements constructed within Copper Creek (Phase III) Subdivision, said subdivision being recorded in Book 55 on Page 43 & 4 in Washington County, Oregon, Plat Records; and, also, accepts the sidewalk completion bond. AND FURTHER, the City Council herein authorizes release of the aforesaid Maintenance Bond. PASSED- This day of rtOb�r 1485. a�'I olr - C i t o Tigard ,,Ray &r rYl? Deputy City - 2corder - City of Tigard (JH:pm/7017P) RESOLUTION NO. 85-- Page 1 CITY OF TIGARD. OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: October 28 1985 AGENDA ITEM DATE SUBMIIIED: October 18, 1985 PREVIOUS A(JION: Accept. of Performance ISSUE/AGENDA 1111F: Resolution Bond and Sub. Compliance Agreement accepting trooper Creek Phase III PREPARED BY: —,;-.)h-n Haqman--.---. ------- REQUESTED BY: Tua.latin Development Co, DEPARTMENT 1101) OK: CITY ADMINISTRATOR: POLICY ISSUE INFORMATION SUMMARY 33 1. . Copper Creek (Phase III.) is ahlot subdivision located South of Durham Road and west of Kneeland Estates Subdivision being adjacent to anu just South of Copper Cr-eek (Phase IV) . 2. All public improvements except certain sidewalks have been installed. the developer, bping Tualatin Development Co. , has submitted a one Year Performance Bond to guarantee installation of all sidewalks. 3 . Further, said developer had posted a One Year Maintenance Bond to assure maintenance of installed public facilities and to assure correction of any deficiencies which may have arisen; said bond can now be released; the aforesaid Sidewalk bond being sufficient to meet all. remaining terms of the City' s agreement with the developer. ALTERNATIVES CONSIDERED SUGGESTED ACTION That the City Council accept thu public improvements constructed within Copper Creek Phase III subdivision and accept the sidewalk completion bond, and, further, authorize release of the project maintenance bond . (JI4: pm120I7P) CITY OF' TIGARD, OREGON RESOLUTION NO. 85— RESOLUTION OF THE TIGARD CITY COUNCIL. ACCEPTING THE: PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN COPPER CREEK (PHASE III) SUBDIVISION AND ACCEPTING A SIDEWALK COMPLETI:ON BOND AND AUTHORIZING RELEASE OF THE MAINTENANCE:. BOND. WHEREAS, the City of 'Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground util.iti.es 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, . . ;" and WHEREAS, said Certification has now been received; and WHEREAS, an acceptable Maintenance Bond has been in effect for the. aforesaid maintenance period; and WHEREAS, all deficiencies have now been corrected, except for installation of certain segments of sidewalk, For which an acceptable completion bond has been submitted. NOW, THEREFORE, BF IT RESOLVED THAT: The Tigard City Council hereby accepts the public improvements constructed within Copper Creek (Phase ITT) Subdivision, said subdivision being recorded in Book 55 on Page 43 & 44 in Washington County, Oregon, Plat Records; and, also, accepts the sidewalk completion bund. AND FURTHER, the City Council herein authorizes release of the aforesaid Maintenance Bond, PASSED: This day of 1985. ATTEST: Mayor — City of Tigard Deputy City Recorder -• City of Tigard (JH:pm/201.7P) RESOLUTION N0. 85— Page i CHI. B GROUP of InsurancE companies FEDERAL INSURANCE COMPANY SUBDIVISION PERFORMANCE BOND Bond No. 5107-13-06 KNOW ALL MEN BY THESE PRESENTS, that we Tualatin Develoi,ment Cr.apany, a Division of Hayden _Corpornt o, , a Delaware Corporation as Principal, and Federal Insurance Company a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ 3,000.00 lawful money of the United States of America, for the payment of which we, as Principal , and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are completing sidewalk it, Copper Creel: Phase III subdivision located in the City of Tigard, Oregon, and entering into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals, shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be peformed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien r_r claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In Lite event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies hereunder the City, in the event it shall prevail , shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have calls,.-(] this bond to he executed this 11th day of 5c1,t_ember , 19 35 Tualatin Develo,xivnt C+m,pmik By: _ (seal) +9 U1.viston of unydvn t'+,rl+++, .tt irn (Name)'Of Corpiiratinn . MOW ALL KFN BY THS - PRESENTS, that we Tualatin Develol,men, uo;:ipany, a Division of l{ayden CuLDoratfoLL, a Delaware Corporation as Principal, and Federal Insurance Company a corporation duly authorized to conduct a general surety business in -the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ :3,000.00 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present . THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are completing; sidewalk in Conger Creek Phase II.[ _ subdivision located in the City of Tigard, Oregon, and entering into a subdivision compliance agreement with the obligee herein, and upon acceptance of said plat and compliance agreement, the Principals, shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which ate, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be peformed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover tinder the terms of this bond, in addition to all other rights and remedies hereunder the City, in the event it shall prevail , shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this bond to be executed this lith day of September , 1985 . Tualatin Development Company By: (seal) a Division of Flayden Corporation _(Name )of Corporation B :y (seal) �- ----_. --- By: �,,.-�--- • � 1--= V,«j esi.dent �_ fl By: �c(at „cam(seal) By: Witnea for Surety Secretary (Corporation acknowledgement of corporate Federal Insurance Company principal and a true copy of the Power Surety of Attorney must be attached to the original o.` this bond. ) 11iLf _ AttornPv in act r � s GE►�,p�tt'�c7v� \ 1 Hayden Corporation Tualatin Development Company July 23, 1985 Robert L. Thompson City Inspector PO Box 23397 Tigard, Oregon 97223 Re: Copper pp r Creek Stage a3 Dear Bob: Tualatin Development Company request the City of TigarJ Public Works Department make the necessary inspection to remove the Maintenance Bond and set up a Performance Bond for the remaining sidewalks in this sub-division. Please call our office should you have any questions. Sincerely TUALATIN DEVELOPMENT COMPANY oseph F. Leopold Land Development Manager 15300 S W 116th Avenue Tigard, Oregon 97224 (503)639-3101 CHUBB & SON INC. Manag, rE to f i, `;hurl Hills New.Jersey 07078 FEDERAL INSURANCE COMPANY MAINTENANCE BOND Bond No 80944097 Amount S 69,752.80 Know All Men ByThese Presents, fhX Wo Tudletin Development Company, a Delaware Corporation 1 (hereinafter called the''Principal"), a� Pnnc,ipal and the FEDERAL INSURANCE COMPANY, of Short Hills, New Jersey, a corporation duly nrganved under the law,, of the State of New Jersey, and duly licenced to transact business in the State of Oregon ...(hereinafter called the"Surety"),as Surety,are held and firmly bound unto City of Tigard, Oregon (hereinafter called the"Obligee"), , rh,, gum of Sixty-Nine Thousand Seven Hundred Fifty-Two and 80/100-- -- - Dollars .....-..-...--....--....--..........-..-.... I h9,752.80 , for the payment of which sum well and truly to be made. we, the said Principal and the said ',u ,-lv t,Inrl,urrsplvas Our heirs executors,adminl3trators,successors and assigns,Jointly and severally,firmly I.y th„,,.r,.r,Snnl4 ,Ir,ri with our sna,and dated this .........20th day of .........September A u nm,�Inenhundreda.tcl eighty-four. WIIF:.REAS thpsaid Princip,,has heretofore entered into acontract with said Obligee dated.84 .A.......... I 84 fr,r platting Coppe-. Creek III Subdivision. and: WHFREAS me said Principal isrequiredtoguarantee the improvements in•,!;,ln,t„nils sairl contract.age Inst defects In materials or workmanship,which may develop during the period August 8, 1984 to August 8, 1985 tA()W riiEREFORE THE CONDITION OF THIS OBLIGATION IS SUCH,that If said Principal shall faithfully rr l v()tit and pprforn,the said guarantee.and shall.on due notice, repair and make good at Its own expense any Ian,I,tnr 1,;in materials or workmanship in the said work which may develop during the period August 8, 1904 to August 8, 1985 „ ,hnl1 m1y Ovpr rn,rke good and reimburse to the said Obligee all loss and damage which said Obligee may sustain I', „0aYnn of failure or default of said Principal so do,then this obligation shall be null and void:otherwise shall main in full fnrcp and effect Tualatin Development Company a Principl , pa Ry aM�rti. ....�C...�4..rr ..'.........- -..... FEDERAL INSURANCE COMPANY llv At rn�6 �. 9 ey-in-Fsct And _ .__.......... ............. ................ ...._ ..... .. ... C-183 d POWER OF ATTORNEY Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 15 Mountain View Road, Warren, New,lersey,a New Jersey Corpora- tion, has constituted and appointed, and does hereby constitute and appoint Naricv L. Kummer, Raymond R. ?+Hli.te, James R. Daly, Hartley P. Walker and Leslie L. Rudat of Pittsblzrt;h, Pennsylvania-------------------------------- each Its true and lawful Attorney-in-Fact to execute under such designation In its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes, to-wit 1 Bords and Undertakings filed In any suit,matter or proceeding In any Court,or filed with any Sheriff or Magistrate,for the doing or not doing of anything specified In such Bond or Undertaking. 2 Surety bonds to the United States of America or any agency thereof,Including those required or permitted under the laws or regulations relating to Customs or Internal Revenue, License and Permit Bonds or other Indemnity bonds Linder the laws,ordinances or regulations of any State,City,Town, Village, Board or other body or organization,public or private,bonds to Transportation Companies,Lost Instrument bonds,Lease bonds,Workers'Compensa. tion bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. 3 Bonds on behalf of contractors in connection with bids, proposals or contracts In Wltrle"Whereof,the said FEDERAL INSURANCE COMPANY has,pursuant to its By Laws,caused these presents to be signed by its Assistant Vice-President end Assistant Secretary and its corporate seal 10 be hotel,,affixed this 7th nay of December 'a �i Corporate Seel ,t f yfJFr"j'j�ye fED[RAL INS ANCE COM ANY By A. N George McClol;an chard b O'Connor 1 Assistant 5evaiary ANWMN Vba•PMNdes STATE OF NEW JERSEY l SS County of Somerset I On In,% 7th day of December IS 83 before me personally come Richard D O'Connor to me known m..i oy me known to be Assistant Secretary of the FEDERAL IN- SURANCE COMPANY,the corporation deecnbed in and which executed the foregoing Power of Attorney,and the Said Richard D O'Connor Doing by me duly sworn,did depose and soy that he is Assistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate Nal thereof.that the seal affixed to the foregoing Power of Attorney is such corporate seal,nd was thereto affixed by authority of the By Laws of sold Company,and that he signed said Power of Attorney as Assistant Secretary c,said Company by like auth•mly,and that he is acquainted with George McClellan and knows him to be the Assistant Vice President of%old Company and inat the signature of said George McClellan,suburibed to said Power of Attorney is in the genume handwriting of said George McClellan and was thereto subscribed by authority of Said By I aws and ro depuns nt'a presence Nolanal Seal G�' LCOti ,l. At nnwt.!riand Sworn In bel,,re mq, `� I IrtTARY � in,-hn dale abov 'estaie wr n K O J ^ a f� c, Notary Puhru CERTIFICA'ION STATE OF NEW JERSEY N31ARY Pl1ULIC Uf NEVI 1CRSEY County of Somerset } ss' My Comm:Sr,wn r-lures Juno 78, lose I the undersigned,Assistant Secretary of IM FEDERAL INSURANCE COMPANY,do hereby certify that the IolTowi,hl is a true excerpt Iron IM By-Laws of the said Company M adapted by He Dowd of Dpaotors on Much 11 1563 and moll recently Mlandad Manch 11. I983 end That this By-Low is in full force and effect -ARTICLE XVIII Section 2 All bonds undertakings.contracts and other Instruntsnt$Other then as above for and on behalf of the Company which if is author red by law or its charter to execute.may and shall be executed in the name and on behalf of the Company either by the Cholrrran or the Vice Chairman or The President or a Vice President,ianlly with the Secretary or an Assistant Secretary under their rasps live designation$,except that any orse or mote officers or attorneys in fact designated in any resolution of the Boerd of Directors or the Executive Committee, or in any power of attorney executed as provided for m Section 3 below.may execute any such bond,undertaking or other obligation as provided in such resolution or power of attorney Sn.bon l.All powers M attorney for and on behalf of the Company may and shall he oxer-uled in the name and on behalf nt the Company either by the Chairman or the Vice Ch airman or the President nt a VicePresidentor an Assistant Vice President,family with the Secretary or an Assistant Secretary under their respec live depgnal ions The signature o1 such o"wera m,y be engraved printed or l.m g,*phed I iiirther certify that said FEDErIAL INSURANCIt COMPANY M duly licensed to tronwct hdeldy and surely business in each of the Slate$of the United States of America.District of C dumber,Puerto Ricoand each of the Provmres o1 Canada with theexoeplion of Isi E dwerd Island,and is also duly licensed to tax:ome sole surety on bonds,undertakings.etc.permitted or required by law I the undersigned Aasislenl Sok-estary of FEDERAL INBNIIAM DDMPANT,do hereby Certify that the foregoing Power of Attorney to in full force and effect Given under my hard*fill the seal of said Company of Werran,NJ.(hid _2�.1 `t, ey of It, Corporate Seal Assistant Soctwory, Ae �I►',J E RSc, PRrr{IFO Fwm21 10-0333fEd 7.831GENERAL U, A d. CITYOF T11 ARD WASHINGTON COUNTY,OF�GON September 17, 1984 Tualatin Development Company, Inc. , 1.5300 SW 116th Avenue Tigard, Oregon 97223 Attn: Joe Leopold Dear Joe: In reply to your query; yes, T.D.C. must provide a one year maintenance bond, in the sum of. $69,752.80, for all public improvements installed within Copper Creek IIIr� for to City tentative acceptance action. Required improvements, which have yet to be installed, need be assured via a separate performance bond or, in lieu thereif, by (retaining a portion of) the existing performance bond. Very truly, John S. Hagman Engineering Technician III (JSH:cz/0635P) \ 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:639-4171 - -- CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: September 1.0, 1984 AGENDA ITEM #: DATE SUBMITTED: Auust 31, 1984 PREVIOUS ACTION: Acceptance of Phase ISSUE/AGENDA TITLE: Placement of 1 b 2, also Council has accepted a Copper Creek III on to Maintenance Performance Bond and Compliance Agreement on Phase III REQUESTED BY: Developer & Engineering DEPARTMENT HEAD OK: ke-2 ^ CITY ADMINISTRATOR: INFGRMATION SUMMARY Copper Creek III is located East of Pick Landing 11 and West of Kneeland Estates I. This is Phase 3 of 4 Phases. All Performance Work has been complete except for Sidewalk which are being install as the homes are being built. About 75% of the lots, have homes built on them. ALTERNATIVES CONSIDERED SUGGESTED ACTION The Engineering Division recommends that the City Council place this project onto it Maintenance Period. f 1 i CITY OF TIGARD RESOLUTION NO. 84- P.ESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN COPPER CREEK III 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, undeeground utilities and other public facilities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Departmrat 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. . . . ; and WHEREAS, said Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS, the subdivider has indicated a desire to retain the subdivision performance bond in full force and effect throughout the aforesaid maintenance period, in lieu of submitting a separate maintenance bond, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon hereby accepts the Nublic improvements constructed with Copper Creek III Subdivision, said subdivision being recorded in Book 55 on Page 43-44 in Washington County, Oregon, Plat Records, subject to: 1 . Sidewalks need to be completed. 2. Mailboxs need to be installed. 3. Streets need to be cleaned. 4. Catch basins need to be cleaned out. 5. A.C. Overlay on all streets. 6. Mylar copy of Plat . 7. All damaged curbs replaced. 8. Continuation of the subdivision performance bond . PASSED: This A/, -1- day of 19r'`/ by the Council of the City of Tigard. CTTEST: - City of Tigard City Recorder - C of Tigard >w r June 11, 1984 C'TYCNT'VARD WASHINGTON COUNTY,OREGON Tualatin Development Co. 15300 S.W. 116th Avenue Tigari, OR 97223 Attention: Mr. Joe Leopold Reference: Copper Creek III West Outfall at Cook Park Dear Mr. Leopold. Enclosed please find one (1) copy of the approved plan for repair of the aforesaid outfall, as designed by Mackay & Sposito, for your record. Sincerely, John S. Hagman Supt.. Engineering Division /br Encls. cc: MacKay & Sposito 110 E. 17th St. , Vancouver, WA 98663 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:639-4171 i /ver I,r r.r 01. jk TXik AZW1 lo�/oP�'2•/ zt,///-Alol' /ev/ Ili'/ Cly//G "A"C 01#14"A01)w1)elae/ 1,4,'iC � /llir� fF'f' _f�OTIlE"- �O ( I f O11L f F�n�,; fi on o /O Dov RD SV' APPROVED F0 R cor\.is,rr-zUCTl0N Ne .� CIT, ( QF {aRD ,rig�4/ NCOPP� ilLeiC I�ei� 8r �jB40ire+ Com....L �� . 1'Itl � 77M •t VA NCtl1V��1,WA py_ — TITLE -- F I LZ for Y s >• IIIIIIIIALMIRmssssss0 1 NU�" & SA"e& ENG'NEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 98663 WASHINGTON OREGON PH. (206) 695.3411 (603) 289.6726 TRANSMITTAL LETTER To i ty of Tigard JOB: 10,641 11. 0. Box 23397 DATE: .. 5.-30-84 Tigard, Oregon 97223 SUBJECT: ___Copper Creek Stage 3 ATTN: ___John Hagman Description of Enclosed: 3 copies of stamped sketch for Tualatin River 0tiffall. Message: For your use. MACKAY & 8POSITO, Civil Engineers, Inc. BY: Don Moe CC: Joe Leopold /Enclosure S/3IRJAR m 1 `G e CoLAA w�C,� C-i Ael ,` .. �,,, ILO It rl y ry11 jy, n�4f� /Co f �r`.,,/ . 0 oz /1.411 4 "IT l�.n All 71 i to pfd f'C t Le Fi/1a� •r��riC � i0! mac�a•. & $jLreairo �-/ �� . lt0 •1T7M /T V�NG OUV�N,W �- b l'PEK '5 ►_.M l,a.)'PrT E Q C-,c T rijiLC_ �>rcOPP O F R,=A,4112 A Q-TtV t T-1 I;K PAICS4ArA/C-L `4` F46'eM.6-A�T- C 0 AJTieA0,Tb ��'t2o�L F xea J grrn . 7$ -y(q I ©�,ea�►� 8 -- Ari�Rcx 39(.q (3 TACK j4bE - 1 AreeGK. IN C14A(ZGE 5 lz 3 - vi -8 z DNdA-Me-5 Iz 3&- 1 I.N . 394 6 ToiaK 0c'E !2143 ( V-8 ear' -r4F6) MIX-It 1i-4;_ !-t,aVE cn., LE�R2G�S ? ( -rPucx -i " -/sot') 1 ave - 6OT C#1Aw-os ? �� -FRO eN E erc t_ S AIJ. SE4.1BIC A n< �5 i L' -r� "" " As f3sj«T �T. SFe�JE/G J�'iN- eAT ,tJE60EJ A7 CurF^e.( iAJV, -'[,JAcgr,A) Q1VF0t; 15CvE/,-W E1edSj6,, (ANSA SAFtr)l HALARD� C uRR I W Al-rrC- I Po IA)E It CA It Ls G A5 STIC E4T OAS'& t YcAJ. BAs* ILISTALL. AAV kAr LIFT F SaRFA(%M KA2WIJ¢sN/A SIGt`is C�r� 5NePS 1g,ARRICApES OK S 1 DE W A t.xs — ' AJEEDE D :PrA. 5 wao j.?/Rr- R tf*K kloep c,J. SrA • Y+Sl 4r CoPrt,A:�r?R, bJ H Lr-&L .HAtIZ IZ AM F'S e-uK• DAfR S1A'c. (b G N3 (11) i I-A AILSeK Q t_JSTERS I I 5T"ETucrr lNG I, l..PA►JpsC.APtQG "` i' GE-nIERAI- pOk(0,JAC6 rk G6 nI61Gl1t. S f4 FET'>1 Cs oo L) , e�X SPT gc-v. tr. seiV. a ►TIO AU AT IT oU.IMAl IZA94W. . (J:IfJAL- e-LSAAJLJP MnINT -. 13DND PLAT p7'H eK ENGINEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER. WA 98663 WASHINGTON OREGON PH. (206) 695-3411 March 26, 1984 (503) 289-6726 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Bob Thompson Sub,j: Copper Creek Stage 3 - 100 Year Flood Plain Dear Bob: We have been asked by Tualatin Development Company to write a letter certifying that lots 68 through 74 of Copper Creek Stage 3 are above the 100 year flood plain elevation for the Tualatin River. Copies of this letter can then be made available to interested parties requiring such certification for various reasons. The City has determined the 100 year flood plain elevation to be at approximately 127 feet in the vicinity of Copper Creek Stage 3. All lots in Copper Creek Stage 3 are above this elevation with the minimum lot elevation at approximately 130 feet. Please contact us if you have any question regarding this matter. Sincerely, t, MrcKay & Spos.ito, Inc. 8280 ORCGON Ri. and Sposito )V7 r RS/wg Ro sPos`�� cc: Joe Leopold V.lad Voytilla Randy Webber MEMORANDUM CITY OF TIGARD, OREGON TO: File March 20, 1984 FROM: John Hagman, Supt. Engr. Div. SUBJECT: COOK PARK STORM WATER OUTFALL SITUATION (Summary) 1) Copper Creek Storm Water Outfall (Hazarc' Phys. Cond.) 2) Been posted . . . T.D.C. notified to mitigate it per approved plans. 3) B.J. & Adriene in picture . . (Thurs.) as a result of protest. 4) B.J. & T.D.C. discussed situation . . . determined to fix it, then debate. 5) T.D.C./Staff met on site . . . T.D.C. proposed "ditch" alternate. 6) Staff presented "alternate" to Park Board same night (Thurs.) 7) Park Board said no . . . staff informed T.U.C. (Fri. am) 8) T.D.C. called B.J. . . . said "Not able to fix (access) " then. 9) B.J. said : "ready to overule Park Board if necessary," staff to make effort to resolve/fix access problem. 10) Staff ready to do so . . . (Mon.) T.D.C./Staff/Park Board meet on site to mark meandering ditch. 11) Discussed w/Frank: "his choices" in order - a. maintain postings, leave alone till can get fixed w/o tearing up area. b. install ditch w/conditions: 1. rip-rap park outfall 1st & add culv's. 2. meander ditch 3. cut calving banks back and rip-rap same. 12) Informed Jerry hereof. (we'll be meeting w/Pk.Bd. chairman to mark ditch (Mon. 3/26.) v s w atiT tv � Hayden Corporation TUaiatin Development Company LIAR 1 g ic3Y, March 15, 19$4 R .L- . Thompson Engineering Service Crew Chief Cites of Tigard 12755 S.W. Ash P .O. Box 23397 Tigard, Oregon 97223 Re: Storm Water drainage ditch, outfall at Cook Park Dear Rob: Per discussion between Bob Jean, Tigard City Administator and Robert Luton, President of Tualatin Development Company; Tualatin Development Company will , because of Safety reasons, resolve the storm water drainage ditch out fall problem at Cook Park. In turn the City of Tigard will compensate Tualatin Development Company in a manner to be decided at the return of Frank Currie, Public Work. Direr*or. Your cooperation is greatly appreciated. Sincerely TUALATIN DEVELOPMENT COMPANY ?sep�hh'F. Leopld Land Devp'opment Manager Construction Department L.c ! Bob Jean Bob Luton 11,300 S W 116th Avenue Tigard C`,eyun 97223 f (503)639-3101 M E M O R A N D U M CITY OF TIGARD, OREGCN TO: John Hagman, Engineering Superintendent March 15, 1984 FROM: Bob Jean, City Administrator C0 SUBJECT: Copper Creek Storm Drair, As you explained the situation to me yesterday, the storm drain line and ditch from Copper Creek subdivision runs ti,rough Cook Park to the Tualatin River. The on-site improvements and necessary off-site improvements wCre made, as conditions of development by the Tualatin Development Corporation (TDC). TDC submitted plans which were approved by the City. Construction is complete, but the performance bond is still in effect. The area around the outfall has eroded badly over the winter and presents a public safety hazard. TDC construction manager, Joe Leopold, has advised you that he feels the City is partly responsible becau=r: we approved the plans. Your position on behalf of the City is that TDC is responsible. Mr. Leopold indicated that TDC would repair the damage if the City would buy the necessary rock rip-rap. About 160 yards, or $2,500, of rip-rap are needed. 1 spoke with TDC manager, Bob Luton. We both agreed that the repair needs to be done immediately and we' ll meet, if necessary, later to discuss who buys the rock. Mr. Luton agreed to get the repair done by TDC immediately. Upon return from vacation next week, City Enginear/Public Works Director, Frank Cirrie, should contact Mr. Leopold to review any City shared responsibility for the cost of the rip-rap. Meanwhile, our Engineering lnspectur should see that the area is properly blocked and mi -ked, as well as maintainii►g frequent site inspections. PleaFe advise me when repair work begins. RWJ/pn(0389p) cc: Copper Creek File City Attorney Purchasing Agent (Insurance Carrier) Frank Currie Bob Luton 1 rl !• Hayden Corporation Tualatin Deve'opment Company March 13, 1984 R. L . Thompson Engineering Service Crew Chief City of Tigard 12755 S.W. Ash P. 0. Box 23397 Tigard, Oregon 97223 Re: Your letter dated March 7, 1984 - Storm Water Drainage Ditch, outfall at Cook Park Dear Mr. Thompson: We have no record of any notification being given to us by your department concerning the outfall at the west corner of Cook Park. Your letter of March 7th is the first notice we have received that addresses this problem. The first three phases of the project and the widening of the outfall were completed prior to your notice and in accordance with the plans and specifications approved by the City of Tigard. The maintenance of the outfall at Cook Park was never considered a part of our responsibility in the development of our Copper Creek project . We feel that the outfall located on City property is the responsibility of the City of Tigard and we protest this, after the fact , inclusion by the City. We feel that this matter should have no ;)earing on your approval of the completed portion of our project and we request that approval be granted per the plans ane: specifications originally accepted by the City. sincerely TUALATIN DEVELOPMENT COMPANY seph Leopold ((// Land Development Manager Construction Department J L:p t 15300 S W 116th Avenue Tigard,Oregon 97223 (503)639-3101 CITYOF TIFARD WASHINGTON COUNTY,OREGON Mach 13, 1984 CERTIFIED Hayden Corporation Tualatin Development Co. 15300 S.W. 116th Avenue Tigard, OR 97223 Attn: Joe Leopold RE: Storm Drainage Outfall (Copper Creek III) Dear Mr. Leopold: I have discussed the erosion problem at the outfall of the drainage ditch which extends from Copper Creek III Subdivision to the Tualatin Raver with the City Attorney. Subaequently, we are advising your company through you as its representative to correct the situation within 30 days or less or we will take action ourselves and will file on the project bond to facilitate elimination of the hazard. Thank you, R. L. Thompson Engineering Services Crew Chief cc: Federal Insurance Co. 700 NE Multnomah Portland, OR do �— 12755 S W ASH P 0 BOX 23397 TIGARD, OREGON 97223 PK 639.4171 N +�.oa.arittata�ta�nsaan:�e.a>elr*�� =-___ Ytr. "ENDER: Comp!Me Items 1, 2, 3,and e. 0 SENDER;Cxrlpfete Rltnt 9,!,�,efa�. 3 Add your addtass In;he"RETUIRN TO" your address In IM ,RETURN TO" space an reverse. i space on reverse, (CONSULT POSTMASTER FOR FEES) 4 (CONSULT POSTMASTER MR FRI) 1. The tYlowing service Is requested(check one). C 1. TM frllOwtng service is reg11laaled(cteck ON). "t ®show 10 wtonr.and dm',l- ............ __— a i Inc show to whom and date de!h ell............... IG O show to whom,data.and aria of rfenvery —._� r� O stow to WW.data.and aWrm of delivery.. __e z. O RESTRICTED DELIVERY.......... ............... a �. O AFSTRICTED DELIVERY...........,.. (11110 feekY/411111h )to is da W In (rAr raZKW AMry Yr'Y dWW ai^laaam —t Y tti Asn Aelpr Are.1 b me relum mew aa.) TOTAL II—_ _ TOTAL !�_ - 3. ARTICLE ADDRESSED T0: 3. AAIICLE ADDRESSED T0: Federal Insurance co. Joe Leopold, TUC' - Haytl��n Corp 700 N.E. Multnomah 15_]rlll Por':land, UR 9723'1 _ �W 116th, Tigard, 97221 �. TYPE OF SERVICE: *. TYPE OF SERVICE: APTICLE NUMBER -ARTICLE NUMBER U REGISTERED ❑INSURED P 71 4 137 6 4 O RFOISTERER INSURED ®CCATIFIED OCOD �CEIITIFIED ❑COD P 714 137 64 OEXPRESS MAIL OEXPRES.S MAIL (APs W a6lals elpfutare eP addneeee Y peat) (A%tM 064W*Ipnetrn al eddrusses or ligeet) 1 have rac4Msd h!e arUde described*Dow. I tw"reached the artidte desr:rlf strove - -�- JIiONATTd ElAddressoe PRuthaltltd aarll SIGNATURE ❑Addressee ❑Aullalted*pant . - ��5. __� DATE F ELIVERY 111 POSTMARK DATE DELIVERY O _ pnr w en 1avPse Mdsl B ADDRESSEE'S ADDRESS(ony d AJ,,.,he f 6. AOpRESSEE'S ADORES,(oft n nauesw 1 UNABLE TO DELIVER BECAUrP 1s EMPLO�EE'8 1. UNABLE TO DEIIVF.R BECAUSE: Tit, IYm�1.9 W Ln � s n aPO:t4a2-07e-0e3 i O►f7t 1Y9}�1e.ep� P 714 137 642 nECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) gef§A�deneCLeoppold, TDC Street and No. 15300 ,M-1 116th c PO Tigard,ZIPCode 97223 a. 6 Postage Certified fes _ ZL Special Delivery Fee Restricted Delivery Fee Return Recelpt Showlny to whom and Dale Delivered (015 Return receipt showing tr whom, Date.and Address of Delivery TO TAL Po 94A AWN4%) $ 1 .55 LL Postmark11D L J 1 MIR Wm] C11YOF TIGARD WASHINGTON COUNTY,OREGON March 12, 1984 Hayden Corporat:ion Tualatin Development Co. 15300 S.W. 116th Avenue Tigard, OP. 97223 Attn: Mr. Joe Leopold RE: Storm Water Drainage Ditch Outfall Dear Joe: In our letter to ycu dated March 7, 1984, the second paragraph wording should be changed to more accurately reflect its intended meaning. The paragraph should read: "During a routi.re inspection of the outfall site, our inspector and your engineer mutually agreed that, due to severe erosion of the embankment, a hazard hrd been created which would have to be corrected at the earliest time possible." Neither Don Moe nor I attempted to place the blame for the problem on any particu- lar party. Our primary concern has remained the same since then; to see the pro- blem corrected in a timel, manner. I hope this clarification is adequate. If you have any questions, please call me at 639-4171. Sincerely, Hob Landis Engineerinq Technician dr• cr Durr Mrw 12755 S.W. ASH P.O.BOX 23397 TIGARD, OREGON 97223 PH 639-4171 i Fes+ t Xq .l �a /kod >� hi•;, G G��7 r..6e� >' �ti Sf`o �{ /a�. :✓� I-w. 7Z ( CUo k /G r l( j'Lo I NGl�A ri h � u L- . i7' .511 /'. ,WO-/ I"'" r' U Q jr 7/j4 c-;/, � 5 fit,, x/, l�d G(C y �1 I�n �`�7 4- .I d,,g r7d XG I mo,14� /,� D��/ jU� ef �o Go✓4. figs ��t cII;J✓ GcJ�✓��. 'n-4/ ./f/� iK/(✓1+'� /� 1/I I l��/�/4'�,.•� .r�,,,,�..,. C./�ff. �-�fl h r�, ;� lt1�•1�Q C�tl�t/r'l 7�1 I'D��y'� CAU�'' rye r/� ��, r� !iidp l�?��•', (':. ,� ..,, I'T 1'� .,�r""y rvr'�. lil,J dt�(-KL /'7'7 07'��y...fDv'�-,� .T'i�L''� � e'f( '�,. `',�,„/ ✓?'1aG^r,, �r'-�iy t+�.-Qt�l. i��.y I' �`' ''T�a•! /l!-„� ,�_.dyn.t /t77 Ar��7 �/N.�G.+'.� C+�-�-�� GI f/' ,t�,rl� � C�< o-/ (JFK) :.ti..,r... 02....x, ,.�_ i��a•� %� Ge��,_. ,'��c..�-�'~�.-�. •-r-�- 'e c,�-�•'+' .•-rt:.,.....,»/ �, 'Itz 14,14 0.4 ��) .,.^:�I•�6✓ IJ►!7'^. -V r�-P ".{I l..�i:.:� •/ I,.., ��j�I riw.. �.,V.�r.� .l�'n... March 9, 1984 C'TVC* T'1VARD WASHINGTON COUNTY,OREGON Joe Leopold Hayden Corporation Tualatin Development Co. 15300 S.W. 116th Avenue Tigard, OP 97223 RE: Copper Creek III Dear Joe: In response to your request, an inspection was conducted of the proposed public im.provementG in this subdivision for the purpose of determining its readiness for. City Council tentative acceptance action. The following list is a result of said inspection and summarizes items which remain to be completed and/or corrected prior to such action: 1. Storm sewer outfall at the Tualatin River needs repaired AS SOON AS POSSIBLE. 2. All streets need to be cleaned. Further, though it is recognized that additions and c?eietions will occur throughout the one year maintenance guarantee periou, the following list summarizes items noted to date which remain to be completed and/or corrected prior to City final acr_en*ance: 3. ",AC" overlay on all streets. 4. Complete all sidewalks-and driveways. We will recommend tentative acceptance to the council when items No. 1 and 2 have been completed. L£ you have any questions, pleat;e call me at 639-4171. Sincerely, g,4 R. L. Thompson Engineering Crew Chief. dr 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 t4/ 7wa Ta ■ l Ig CITE OF TIGARD WASHINGTON COUNTY,OREGON Marsh 7, 1984 Hayden Corporation Tualatin Development Co. 1.5300 S.W. 116tH Ave. Tigard, OR 97223 RE: Storm Water Drainage Ditch Outfall Dear Sir: This is to inform you that ,our contractor has not completed the rip-rap work on the outfall end of the storm drainage ditch which flows between Copper Creek II and III and outfall at the west corner of Cook Park into the Tualatin River. . Our inspector notified your engineers at the time they ware working on the _ drainage ditch that this would have to be taken care of before we would accept your project. Please take care of this as soon as possible as it has become a safety hazard. Sincerely, R. L. Thompson Engineering Service Crew Chief do 12755 S.W ASH P.O BOX 23397 TIGARD,OREGON 97223 PH:639-4171 - � v CITY OF TIGA IM WASHINGTON COUNTY,OREGON MEMORANDUM TO: Leonard Adams Insurance Claims L,:partment FROM: Bob Thompson, Engineering Service Crew Chief SUBJECT: Laura Yost ( Incident of 1/25/84 - hitting sewer manhole lid) DATE: February 9, 1984 In making a field check on the manhole in quest on, I find that it is located in Copper Creek Phase III Subdivision, which is still under construction. We are holding a performance bond with Federal Insurance Company, # 80897918 on this project. The manhole sits approximately 1� inches above the existing roadway, but when completed it will be flush with the roadway. The responsibility for this roadway lies with the developer until such time as the roadway hr- been accepted for maintenance by the city. (See attached agreement. ) Copper Creek Phase III is being developed by Tualatin development Company, Inc. , 15300 S.W. 116th Avenue, Tigard, OR 97223. Their phone No. is 639-3101 . \ 12755 SW ASH P0. BOK 23397 TIGARD, ORMON 971":13 I'll 639 4171 - -- -� ENGINEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 98663 WASHINGTON OREGON PH. (206) 895.3411 (503) 269-6726 TRANSMITTAL LETTER TO City of Tigard _ JOB: 10,6111 P. 0. Box 23397 — - DATE: _2-7-84 ,_Tigard, Oregon 97223 Copper Creek Stage 3 SUBJECT: ATTN: Bob Thompson - Description of Enclosed Sanitary lateral As-Built data from Sproul Excavating for Subject Site. Message: For your use. MACKAY & SPOSITO, Civil Engineers, Inc. 3Y: Don Moe c c: . Joe Leapold--.-_. _ _ -- SPROUL EXCAVATING COMPANY, INC. 15880 S W 79TH ST. - TIGARD, OREGON 97223 • (503) 620-5646 February 3 , 1984 Mr . Don Moe Project Engineer MacKay and Sposit:o 110 E. 17th St. Vancouver, Wa 98663 Dear Don: Enclosed please find the sewer as•-buil.t data for Copper Creek No. 3 . I delivered a copy of this inf.ormati( n to John Hageman , of the City of Tigard. He requested I send this information to you to be it,corporated in the final plans . Please call if you have any questions. Yours truly, SPROUL EXCAVATING CO. , INC. c ' Conrad A. Sproul. President CAS/ne cc: I H SPROUL EXCAVATING COMPANY, INC. 15880 S W. 79TH ST. - TIGARD. OREGON 97223 • (503) 620-5646 COPPER CREEK SANITARY SEWER LATERAL AS--BUILT DATA JOT # STATION LENGTH (feet) DEPTH (feet) 68 5 + 50 49 4 . 5 69 5 + 95 45 . 5 4 . 5 70 6 t 54 4.2 4 . 5 71 7 + 04 42 4 . 5 72 7 4- 66 42 4 . 0 73 8 38 38 . 5 3 . 5 .4 8 } 66 42 3 . 5 75 8 70 35 3 . 5 76 8 + 45 35 3 . 5 77 7 r 96 35 4 . 0 78 7 34 31 . 5 4 . 5 79 1 * 66 35 5 . 0 80 2 31 35 7 . 0 81 3 + 18 35 6 . 5 82 4 0 35 6 . 5 83 r1 ; 97 52 . 5 5 . 5 84 1 + 50 42 7 . 0 85 1 + 80 38 . 5 7 . 0 86 1 } 37 28 5 . 5 87 5 + 74 42 6 . 0 88 6 t 70 42 5 . 5 89 7 + 25 31 . 5 5 . 0 90 6 + 84 31 . 5 5 . 5 91 6 00 31 . 5 5 . 5 92 5 + 67 31 . 5 5 . 7 93 4 } 80 31 . 5 5 . 0 94 4 1 00 38 . 5 10. 0 95 3 + 43 35 10 , 0 96 2 4. 97 35 i . 0 97 "1 a- 36 35 6 . 0 98 ] + 83 35 4 . 0 99 16 35 4 . 5 100 '5 Ir 65 24 . 5 40. 0 I I -- -- ---- _ - - _ ------. _ - ------ -- -- ••--- -- __ __ _ - -- '^ - --- - __ _____ _-_. ___ - 1 , i _ .-- - -- - - - - _ _ - ----- ^-- . . _. .. -- --- _ .. - -- - - __- -t----f _.---- . - - __ . . _ _ _� __. �._ - _ ___- -- - -,-------- .-.---- . __ - __ -- --.---- _ - _ --- -- - __ _ - - .. . - -.------ -- __ _- _ _-. . _ . - --.-- ---- - - - -- - - .._ - - - - - - _ - - _.. _»_ _._ ._._ - _ _ - _ - - _ - - - - -- -- - _. . 40 -__.r__ _ -y-- _ _ __ - --- - --- ----- - - - - -- - _ _ -- - _ _ __ ___ _ "- - - _ _ _ _ _ - - - - -_. - -- --- -- - - __ - _ -• - ___ _ - __ rr__ _._ ___ _ _ __ __ _ . _ _ . _.-_- -- -_._ _ _ }- - - - -- -- - --- -- - - - _ -x. _ - _.._._ _� _ ___ _ - 1 . - -- • — c I— .... 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REVISIONS REVISIONS _ ULY 9* -- , /f . - - � .----- -, I � -t A o , I —J.. . . . . + N IMPROVEMENT PrtA m "Ar-Bu,I/f%.oiAV/io,7 ,lodes IAW 1l# i° N�l nod U r The [� s[ / 03 _ ---- ----- -- - -- _ - --- - - - ISG p �, R� w+ �4, int Q.d.G��'1 sa.� _ y�t~•.�c' , v•i"�s� �f�� 1 ,, - __ -----_ --__-___—__.______— .-_____. --_ , L�.es►pr�W By 40,./N. .� ■N01NmmAw •uAvavown OL*NIYER8 COPPER � r _ /�. 14/''/ ` ----'---- '----'-- --___--•----�._— ♦✓.1.^� �..` CREEK : ,GE 3. ;• -.__ .F=OP.M HICHAR SITQ a '11 O E 7 7TH E T• --_ - --- - ---- f V/a► N O d U V E ifi, W�1 t Y►�titeu!eY !J S. �` �, ___-____ _---_ ___ -_- ---.__.-._. _- __--- Il:hrecl Clvll Jne�r No.B?d0 � 4.f 4`' ''.,; ., „Ti,' cc�� r{ t.r Fr1 h11 3 T I G A R D �4 1 • C)F+ 7 2 6� .�. t 11 .0.:.«..,..,- .s,1 t AWNWO-- � rout------- n ro P, _,,. ,.. ,q," .. ,wn, r ,,... dam► - �---- _--___ - _ _ j "� $ �.1 V.-. +."1_ _•.•�..'r--� .. J� .r t! 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V A f1�I C O U V E fa WA O 41'dF7 ` Reolslered Civil Entjirller Na. NZA) ' Chocked er �7`S �'4 S. T I G A R . " f nPP'"R CR.EEF NO ,3 rr.�� . � on , 4 ,4,...ww .:r. . , I 11 ~ ,* :�rwcy ♦ • _ u�.....•w . ,,. nw.+...161M^awm -------+"^"'q _ _ - _ _— ,—« ,µ wn.. ww. •.M•� + •./: %ZPN &. '"""`4Tg1011111� 1I�I1I11i1111 1`pn�il4 '111 1.11,11'111 1'1'1 �'�� I '�Illl�llrIIi I'111'1 III III IIIII11rII111111111'111'1'111'11111111I 11'I111111 .IillI 11`1 1111111111111111l111pll �,. .. , -'- , I ., + .o<;11 „ � ... ..�_-s NOTE: I F THIS MICROFILMED �. 3 4 _ 5 _ 6 7 e 9 110 11 12 _ DRAWING IS LESS CLEAR THAN ___ 111116. 1 1. TH I S NOT ICE-j 'IT I S DUE TO . , THE QUALITY OF THE ORIGINAL DRAWING. _ ___-.._ ---- ____.__.---_ _-._ _ _------._ -_ .__-•.-.- ..... - -__.. _ _ --- - _ --- ----------- .._ —.---- OE 6E 9? J. 92 rtI bZ EZ aa, Iz 0i 61 91 1.1 91 91 t:I EI ZI II 01 d 9 L 9 IS--_•�.--b EI Z 1k"a*� it111111111IIIlill1111111111111111111111111(�l11111',11IitlllllllllllllllHlllllltill6fillllillllllllithi tltltllllllllllllllllllllilllllll1111111111,I1ttilit"htlillllllllllltlldllilllgilllllllillIw tllllll11111111111u111uuI1wIHBlIUIIliuhiii6illlulnuluil'ovh11) - . —woolow"Olmo� I . ______ I— .. � _-...___.,#M__�- .Qj'jj"'jjjj".,_. - I JUNEI 124 1992. _ 1, Hayden Corporation Tualatin Development Company February 6, 1984 Bob Thompson City of Tigard P.O. Box 23397 Tigard, Oregon 97223 RE : Copper Creek Stage III Dear Bob: Tualatin Development Company hereby, request that the Public Works Department make the necessary inspections and submit for acceptance of this stage of Copper Creek in your 1 (one) year maintenance pe-iod as of February 13, 1984. Thank you for your cooperation, if you have any questions please call our office. Sincerely, Tualatin Development Company Joseph F. Leopold Land Development Manager s Construction Division 15300 S N,' 116th Avenue I gprrl Oregon 97223 t 5031 639 3101 i CITYOI: TI1FARD M E M O R A N D U M WASHINGTON COUNTY,OREGON TO: Leonard Adams Insurance Claims Department FROM: Bob Thompson, Engineering Services Crew Chief SUBJECT: Laura Yost (incident of 1/25/84, hitting sewer manhole lid) DATE: February 2, 1984 In making a field check on the manhole in question, I find that it is located in Copper Creek Phase III Subdivision, which is still under construction. We are holding a performance bond with Federal Insurance Co. # 80897918 on this project. The manhole sits approxi- mately 1� inches above the existing roadway, but when completed it will be flush with the roadway. Copper Creek phase III is being developed by Tualatin Development Company, Inc. , 15300 S.W. 116th Avenue, Tigard, OR 97223. Their phone no, is 639-3101. I �- -- - ----- 1?755 SM. ASI1 PO Hux2339! II(,Ann (mm( 91;,,,'1 r►r CITY C* TIGAM WASHINGTON COUNTY,OREGON February 1, 1984 To: Claims Dept. Leonard Adams Agency From: Asst. F4nance Director, Re: Laura Yost Incident of 1/25/84 Attached is claim submitted by Laura Yost for damage to her car caused by striking a manhole cover. We have asked the Engineering Dept, to inspect the street and submit a report for your information. Please process and take the necessary steps to protect the city's interest, and if I mai be of assistance, please feel free to contact me. cc/ City Attorney Engineering Dept. - John Hagman 12755 S.W. ASH PO BOX 23397 TIGARD,ORE,.ON 97223 PH:639-4171 - - -- 46J LJ V V L-1 V 161 � IF LJ LJ,. I LJ 5! OWN SyaC ;a. rs. 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I 11 Z � O C m 1 .1,161 Y lH(11Iv •I KIL"UX 1 p�o�^ Applicable in California For your protection, Callfrnrna Iaw ,.,(iwr.. tolloovo4', to apfr•.ir on thr, loan It is unlawful to: (a)Present nr ratr5t� to t)e r,r '-a-irfulvry +,i,i#m lot ou, payment of a loss unrlt-r a , oltrart .,f ,r, (b)Prepare. make, or ,,:I,. nl„ in, ,• r, t,• 0-it !i, orr,,ont or iiSr thr same, or to Allow It to by pr+• .rr•t,•,l ,+rl it, cut ui, t of an, t,rch Omni Every person who wn!nt, , „ , +, ;„n 17;,nr hAt;h, by m,;!r,-,onntent In the state prison, or by fine not - Ycc,ding rmn t -I dolkir, ($1.000)• nr by both ARplicaule in F!nr,da Any person who krlov,ingly 3n,! A tt nirro , , I. it nl or (tsmoivi, any Insurance company files a statpmant of(unit(nretiitimp Any r,,tw,. in,onlOpto or M)OFverl'np•informA• tion is gulity of a tlr'c,rtr. ..._ • � _______ _-_ _.___. . . J% __ ..-- Com__ __.__ A- k-e-t Zoo Z�P-"54'a- ek Ax ------------------------ L) All 1r' � ell. 4-4'ej Vlh � 1 GY �6 � /114r / ACORO 2(1+80) i f k k 1 ,... , ` +�aaw4a�aa�u,.rifwtiiliai�.�ritl�yl��''�-•. .. •.• ,.r,r..rrrr NAME c• ,' r 1/ Quality Our G«il MTE r �1 — -�- ADDRESS Foreign It Domestic Repair Paint Matching qn J STATE .WORK PHONR 244-1714 8300 S.W. BARBUR BLVD. 244.2589 PORTLAND, OREGON INSURANCE CO. 40 IAL MA E S MODEL I LICENSE N0,AND STATE I PAINT CODE 7, DESCRIPTION I LABOR I PARTS I SUBLET J Of 1 I I I I I THE ABOVE IS AN ESTIMA%E BASED ON OUR INSPECTION AND DOES NOT COVER ANY ADDITIONAL PARTS OR LABOR WHO'"'! PIAY BE REQUIRED AFTER THE WORK HAS BEEN OPENED UP. OCCASION. AL LY, AFTER THE WORK HAS STARTED,WORN PARTS ARE DISCOVERED WHICH WERE NOT EVIDENT ON THE FIRST INSPECTION. BECAUSE OF THIS,THE ABOVE PRICES ARE NOT GUARANTEED. NOT RESPONSIBLE FOR LOSS BY FIRE OR THEFT TOTAL PARTS (.� 20 TOTAL LABOR WORK AUTHORIZED BY OAtf PROMISE TOTAL SUBLET l U 5 RF MARKS _ �...._.___.._._�— DATE DEUVERfD TOTAL AMT. '� e,r No, l - a� int : �.� lj Po�' ddress 7-7 N / REG. 0. AMT RECD ACCT.fMID. �� I �V/�/., 19 7 4 fj s TnP Nannwesfs Largest Independent Tire Oealu V- 6 , 7 IES S(HW&Q e 9 Les Schwab Tire Centers 10 410'5 A1_iG111J:67NT DERV CE OREGON-WASHINGTON IDAHO _ 1111 a V. t'dl11r' n 170 kl 12 .24 _ �` (503)643-9446 19 - {,, �: ©Q C 10340 SW Canyon Rd Beaverton,OR 97005 1e 201 IIs »+ ; Northwest's Largest Independent Tire Dealer L Z- tN'U. ES SCOA6� d Canrc n k� CL NAM � -- 255630 ()I �UOIIE`;S I 6 W '�' • • 01 • • •(30 70 0 Z -.1_-_�iLl�i.l-rL-., �l! .•� PIED ♦A Il500 1 za v= . W� WH[El aAIAN C[ {}r.iL,_ Q Stuns W Z 1 i� fAlta IAA~- tiERVICE POLICY NdA; OM1 PRESENT NEW Lit i•'' 13Al ANCE IPAYMENT E; + NOTICE: The following'tohditions"RPl f ell isles exoe@Pt whom Seller issues a written warrant SELLER ASSIGNS TO PURI ASEQ ALL.RI FIT AND REMEDIES DER.MFRS [)(PRESS AND IMPLIED WARR NTIES, PtrT OTHERWISE EXCLUDES ALL LIABILITY FOR WARRANTY DAMAGES. SPECIAL AND CnNSFOU[NTIAL DAMAGES FOR LES St'HWAB MFRO.PRODUCTS XCLUDED TO TENT W ALLOWS. Purchaser or:knoaeRwledget Iwd the i and hewing red Ind reM od - e Dopy of the alty III oorwlned PURCHASER X CITY OF TIGA RD WASHINGTON WUNI Y ORLCION January 30, 1984 RE: Copper Creek 3 Subdivision [kar Si r: 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 and necessary adequate drainage structures, together with means for operation and maintenance, which meets the standards of the 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 municipality 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 logs in the subdivision. 4. The improvements required to be constructed by the City of Tigard, Oregon are under construction. 5. A Subdivision Compliance Agreement, Performance Bond and Maintenance Bond have been executed by the subdivider and have been accepted and acknowledged by the City of Tigard City Council thereinregard completion of the improvements; said documents are on file in the City of Tiqard Recorder's Office . I hope thin letter clarifies the matter for you, regarding documentation/ verification required to be submitted to the State Real Estate Division by each subdivider. Y"rs truly, R. L. Thompson I.7igineering Service Craw Chief IU,T:p j r I ' Y .W A',I I'r I li I* �1 � I lr ,!•Irl lr r f'r 1 r•r .I I ._ I CITYOF TIFAM WASHINGTON COUNTY,OREGON January 17, 1984 Portland General Electric Co. Western Division 14655 S.W. Old Scholls Ferry Road Beaverton, OR 97005 Attn: Gordon Utter RE: Copper Creek III Subdivision Dear. Gordon: This is to acknowledge that the City has found the streetlight installation in this subdivision to be satisfactory; also, to authorize P.G.E. Co. , to energize the units therein, via Schedule No. 91, Option "B". Sincerely, R. L. Thompson Engineering Services Crew Chief CC: Finance Director RLT/dc \� 12755 S.W ASH P.O BOX 23397 TIGARD, OREGON 97223 PH.639-4171 DATE 1/10 "4 I-1 URGENT R. J. ROUSE ELECTRIC I I] SOON AS POSSIBLE 16320 SW Parker Rd. FILE NO, 1 11 NO REPLY NEEDED LAKE OSWFGO, ORFGON 97034 A7rENROW Bob Thompson ro (303)635-2824 SUBJEcr '%u=pper i;r•ee'k City of Tigard 12420 S.'all. Main C1 ,7ard. Oii 97223 MESSAGE /t. li �-hti n/r for the subject i)as been completed. ' Upon your acceptance. pleakie send a copy of- your acceptance, arta) not ice to enerrrize to our office. SIGNER REPLY / G ! DA rE Of REFI.Y l�/,� ��_.r �..�. ,�•*-�-d�G.r.�c� ��.rt lig f��..�.-.-..— . r� � -ef G SIGNED Rf CIP/ENT WRITE F'EPL Y. RETURN WHITE ro SENDER. KEEP rHIS PINe' COPY. SA"&40- ENGINEERS JRVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 98663 WASHINGTON OREGON PH. (206) 695-3411 (503) 289-6726 TRANSMITTAL LETTER TO: City of Tigard JOB: _ x.641 P. 0. Box 23397 DATE: 1-9-84 Tigard, Oregon 97223 SUBJECT: Copper Creek Stage 3 ATTN: _Bob_Thomp5o Description of Enclosed: Reproducible sepia "As-Built" Improvement Plans for Subject Site. Message: ]'or your use. MACKAY & SPOSITO. Civil Engineers, Inc. BY Doti Mne cc: i SPROUL EXCAVATING COMPANY, INC. 15880 S.W. 79TH ST. -TIGARD, OREGON 97223 - (503) 620-5646 COPPER CREEK C/�r p SANITARY SE14ER LATERAL AS-BUILT op X DATA T y LOT # STATION LENGTH (Feet) DFPTH Meet! O 68 5 a- 50 49 4 . 5 69 5 + 95 45 . 5 4 . 5 70 6 t 54 42 4 . 5 71 7 + 04 42 4 . 5 72 7 4- 66 42 4 . 0 73 8 + 38 38 . 5 3 . 5 74 8 + 66 42 3 . 5 75 8 + 70 35 3 . 5 76 8 + 45 35 3 . 5 77 7 t 96 35 4 . 0 78 a- 34 31. 5 4 . 5 79 1 + 66 35 5 . 0 80 2 1 31 35 7 . 0 81 .3 + 08 35 6 . 5 82 4 + 20 35 6 . 5 83 0 a- 97 52 . 5 5 . 5 84 1 + 50 42 7 . 0 85 1 + 80 38 . 5 7 . 0 86 1 + 37 28 5 . 5 87 5 4- 74 42 6 . 0 88 6 + 70 42 5 . 5 89 7 + 25 31 . 5 5 . 0 90 6 + 84 31 . 5 5 . 5 91 6 + 00 31. 5 5 . 5 92 5 + 67 31 . 5 5 . 7 93 4 + 80 31 . 5 5. 0 94 4 + 00 38 . 5 10 . 0 95 3 + 43 35 10 . 0 96 2 + 9 35 7 . 0 97 2 4. 36 35 6 . 0 98 1 + 83 35 4 . 0 99 1 + 16 35 4 . 5 100 5 1 65 24 . 5 40. 0 GAL - TOM, Inc. 16799 S:I 72ND AVE. PORTLAND, ORE 97223 620.6959 /0 gv Ile 4f flE� FoR0q ,43 �2 hl BJ G� s TELEVISION INSPECTION LOG Tape Start ,724?? Report # 9 CAL-TOM, Inc.. Ta e Sto Ta e # 16799 SW 72nd Avenue p p �— p Portland, Oregon 97223 Cloaning Report # (503) 620-6959 Client OperatoY -- Dated[ '- Time Location Line Size � Pipe Type _ Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground WaLer Elevation ull Direction WIER READING INFILTRATION - A E TOTAL L B F Flow Direction C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf . No. 1� 21 2 f 22 23 �d'r^ 1i7• Zt1 �. L!�5f /1'�.?2T'�.�Cl 24 25 6 26 7 ' 27 g 28 9 29 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 GO Summary of Line Conditions: Codes - Flpe Condition BP - Broken Pipe IM-Infiltration Mark Grade V C - Crack 0 - Obstruction A!igrufe`ot'_ CP - Collapsed Pipe OJ- Open Joint Jo1.1! DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet / _aj Pipe Size " Poloroids Reset TELEVISION INSPECTION LGA Tape Start -C— Report p �" CAL-TOM, Inc. Tape Stop Zq�? - Tape t 16799 SW 72nd Avenue Portland, Oregon 97223 (503) 620-6959 Cleaning Report Client�4Z=/ e,22X Operatof6_.*&ZrIf j Date6;z/ Time Location Line Size " Pipe Type e!:ggA&- Joint Type Depth Manhole Condition°s Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation 11 Direction� WIER READING INFILTRATION C/ :low A E TOTAL B F Direction� C G D H Ref Feet Remarks Inf , Photo Ref Feet Pemarks Photo No. No. No. Inf. No. Z _ LA 22 23 4 24 5 25 6 26 7 27 8 28 9 29 10 30 11 31 lZ 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 Summary of Line Conditions: Codes - Pipe Condition BP - Broken Pipe IM-Infiltration Mark Grade_ C - Crack 0 - Obstruction Alignmebt CP - Collapsed Pipe OJ- Open Joint .Joi.,ts_� DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet-ri-41- Pipe Size v Poloroids t.eset TELEVISION INSPECTION LOGTape Start OOH Report p CAL-TOM, Inc. Tape Stop ��_ Tape / All 16799 SW 72nd Avenue Portland, Oregon 97223 Cleaning Report / (503) 620-6959 Client. pyQ42,0/ &Z6Vt,,e Operator V, gA5j; yff$ Date/x,2 11-,jj Time Location Line Size " Pipe Type 47G , Joint Type_ Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation Pull Direction WIER READING INFILTRATION A E TOTAL CTFiow 7 B F Direction[ ] C G D H Ref Photo Ref Photo No, Feet Remarks Inf . No. No. Feet Remarks Inf. No. 1e- �� 21 _ J�— G "� 22 1 - 23 4 24 1?l4Lsf 25 26 7 27 8 28 9 29 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 140 39 20 ---� Summary of Line Conditions: Codas 2a� - Pipe Condition ' BP - Broken Pipe IM-Infiltration Mark Grade C - Crack 0 - Obstruction Alignmt �1' CP - Collapsed Pipe OJ - Open Joint Joi.it- DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet_ �-"f Pipe Size � Poluroids Reset a TELEVISION INSPECTION LOG Tape Start lac-7 ] Report 0 _ CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Stop Tape I / Portland, Oregon 97223 (503) 620-6959 Cleaning Report ! Clien!�E&I/l) 40,Zi f OperatorDate Time Location Line Size ` Pipe Type �� Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ull Direction WIER READING INFILTRATION Lflow (oA E TOTAL B F D.irection[�] C G D H Ref Feet Remarks Inf . Photo Ref Feet Remarks Phot I No. No. No. Inf. No. 1s'• �'i 41�f 21 2 22 1 23 4 24 5 I 11 25 8 J I J J127 I J 1128 J 90 II 29 l I 130 11 I I 12 J J31 J 13 ( 1132 I 14 J IJ33 J I I 15 I JJ J lb � � I 135 17 J 1137 I 18J II 1 J 19 J I � 113e f I 20 I 1139 1 I 140 1 J Summary of Line Conditions: Codes Pipe Condition �� BP - Broken Pipe IM-Infiltration Mark Grade X11 C - Crack 0 - Obstruction Alignment' CP - Collapsed Pipe OJ- Open Joint Joi.�ts_ DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S(- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet �y� Pipe Size � � Poloroids Reset TELEVISION INSPECTION LOG Tape Start Report 0 CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Stop_ Tape I / Portland, Oregon 97223 (503) 620-6959 Cleaning Report Client �Re&� 41&221Z OperatoVZ Ogyrb5 Date -/1 3 Time Location �LQaYG/ Gn�� Line Size _�_ Pipe Type Joint Type _ Depth Manhole Condition's Date Cleaned Result of Cleaning Q� Flow Depth Ground Water Elevation �`�`� �11 Direction WIER READING INFILTRATION A E TOTAL L B F C�/ Flow Direction== Es C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photol No. No. No. Inf. No. 1 / 7 G.f21 2 .LG ,2 -- - /6_r.�ji- 22 1 if 23 25 ��- - -•` f 26 7 /Z7 '7 28 9 2y 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 Summar, of Line Conditions: Codes - Pipe Condition � BP - Broken Pipe IM-Infiltration Mark Gradf- C - Crack 0 - Obstruction Aligw!.*n t CP - Collapsed Pipe OJ- Open Joint Joi.sts� DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC•- Service Conn. I - Infiltration TJ- Typical Joint Lineal feet$Z/ ',�f Pipe Size �� Poloroids Reset TELEVISION INSPECTION LOG Tape Start Report 0 y' CAL-TOM, Inc. Tape StopQ�' Tape / 16799 SW 72nd Avenue Portland, Oregon 97223 (503) 620-6955 Cleaning Report I ClientCj Operators SjpBr,/ DateZg!�l7Time Location vim, Line Size tf Pipe Type eeo, . Joint Type Depth Manhole Condition's Date Cleaned Resul' of Cleaning Flow Depth Ground Water Elevation u11 Direction WIER READING INFILTRA':'.ON A E TOTAY. C-5 B F low Direction C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. L—fa, s. C - 21 2 22 4 1 24 5 125 6 � 26 7 27 8 28 9 29 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 Summary of Line Conditions: Codes - Pipe Condition BP - Broken Pipe IM-Infiltration Mark Grade C - Crack 0 - Obstruction Alignmen CP - Collapsed Pipe OJ- Open Joint Joi.1!9 DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service Conn. I -- Infiltration TJ- Typical Joint Lineal Feet1� % Pipe Size `� _ Poloroids Peset TELEVISION INSPECTION LOG Tape Start ,?ypo Re rt 0 CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Stop ( y��- Tape I / Portland, Oregon 97223 (503) 620-6959 Cleaning Report Operato „ S�o�y/rf Date4Z-/7 -/7- Time Location Tlgcjvrd OY e: Line Size �� Pipe Type Joint Type Depth Manhole Condition's 7 / Date Cleaned Result of CleanirL Flow Depth Ground Water Elevation U11 Direction WIER READING INFILTRATION C� ,iow A E TOTAL B F Directions C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 1 /,-,g .j. t' � 21 1 S• �� 22 -- �= _� 24 5 25 6 126 7 27 8 28 9 29 10 30 11 31 1.2 32 17 33 14 34 15 35 16 36 17 37 18 3B 19 39 20 40 Sumr..ary of Line Condit ons: Codes - Pipe Condition / ► RP - Broken Pipe IM-Infiltration Mark Grade �� C - Crack 0 - Obstruction AlignmeAt �y�' CP - Collapsed Pipe OJ-- Open Joint o JoLits DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC- Service f n,in. I - Infiltration TJ- Typical .Joint Lineal Feet_49�r Pipe Site � _ Poloroids Reset TELEVISION INSPECTION LOG Tape Start !, Report 0 CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Stop L/ Tape / / Portland, Oregon 97223 (503) 620-6959 Cleaning Report r Clients I^/LI_eedZpS� Operator_W i r' S Date- /J Time Location �`iQr� �, V ,-- Line Size �' � Pipe Type !_�� Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning A:V�v Flow Depth Ground WaLer Elevation U11 u!rectionC�_ WIER READING INFILTRATION A E TOTAL L B F Flow Direction�� C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 21 SC - 23 24 / 25 6 S,' f- 26 �- 27 28 9130 29 10 1 11 31 1 Z 32 13 133 1 134 1 15 1351 16 ( 36 I 17 J 137 18 1138 1 19 1139 1 20 1 1140 1 Summary of Line Conditions: Codes - Fipe Condition BP - Broken Pine IM-Infiltratior. Mark Grade_ 1� C - Crack 0 - Obstruction Aligrune rft CP - Collapsed Pipe OJ- Open .Joint J-)i.jts_� DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear SC'- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet / Pipe Size Poloroids Reset Md TELEVISION INSPECTION L00 Tape Start 01VQ Report 1 / CAL-TOM, Inc. 16799 SW 72nd Avenue Tape Scop / � Tape i Portland, Oregon 97223 (503) 620-6959 Cleaning Report i Clientg fi7y � �jJA/, Operatotjyl, 5/Jdl,,4f5 Date Time Location Line Size Pipe Type Joint Type Depth Manhole Condition's �1 � i Date Cleaned Result. of Cleaning Flow Depth Ground Water Elevation u11 Direction C-� WIER READING INFILTRATION �JJ A E TOTAL ci/ fiow B F Directions-�, C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 2 424 22 2 2 23 4 24 5 2.5 6 26 7 27 8 28 9 29 10 30 11 31 12 32 13 33 14 34 15 35 16 36 17 37 18 38 19 39 20 40 Summary of Line Conditions: Codes - Pipe Condition BP - Broken Pipe IM-Infiltration Mark Grader C - Crack 0 - Obstruction AIignmtOht QCP - Collapsed Pipe 0.1- Open Joint Joi.Its_ p/>, DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S("- Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet l L-_11 Pipe Size Poloroids Reset CITYOFTIVARD WASHINGTON COWTY,OREGON : r' w` •� rte: - ' ', " "December. 5# J983. Vlad Voyrille tt:{ s-t ^�'�,;�• 15300 S.W.,'�U6t:h.Avenue', , 4 ;t`► Y Tigard,,OFY 9a,Z23 rot h� � j 1 '�� 47f,"�� u"r• a + s� tv �'" s l !� .t s �r f�'ti/ k,{�5��,�r�}��to ,� ;ti 4 i' � 'y�. �} COpeoek 'SIX tt � -lil t SS' '�,. �t y, r. 'f /1 r r ?tSf N: • 1,�t1 � ' .�� + ,4 r , I 1 t( V• i 4+ � • r�7�.r f„ S t+'.`"V�' al�'��j,r� �f::7� � �: yl�� r ��' / yT�' ' 1 r •• , � •1 ,( r lti�,,}V �'• �, �a�U,r y 1 ;..yn F. rt , r .`u�r.l '� ��' -( p�� 1nA'tr'4 y�4� �µ 1•e , Y n�.``I .� �[�,! Vr ` ,I 'F r r�}•� t 7 T!�r t..�l `. R ! rel•k4 r i+` '1�+f F", t'T', r t71, � 'L -t '� it '! iK '}r � ••'fi'''At+ 1'�' l •( �1 y i 1441%�. t t f �+•�v •�t' r, .c. ,•• �a,:a.'. ,., rl„F a ��. c f r M Ir f, l r r." '�. y ,4 •„�r�. 4 r "I t � It , , .. � /�'�,�, rfry ' 'j I tl;'. 'p9,S6rvlce4 Crew Chief l.r„ i • ,r r F 1 , '�,k is r,, I >>, ,1• /Via- t1 i�1�1 ♦ 7,i ' f 3'( f r �} � • .b t �"� 2• t; ��1p t. f� r �f .f .•" r It t t1 tyil 12755 B.W.ASH P.O.BOX 23397 TIGARD,OREGON 97223 PH:8394171 •--- --�+-+�!�+�+ . i � 1ti - DOI CITY of TIGARD SANITARY SEWER AIR TEST PROJECT NAME 117oPec-R %--VAGI _ ; V h TEST DATE : .rf / 1 a/ k3 CONDUCTED Dy LF��aS STATION (d)~ PASS FROM .,3 OlA." LENGTH ' K=O.OIId2L C=0,0003982 LD 70TALS MIN.'orSEC. LOSS YES NO X11 ExT$ HN /28 2' �s 3 ✓ 13a I HN / HH 2 /25 2-'* �2y —3 3 s 6. 113 G 2y5 i -71 1 �Kk tiH 9 /F9 3' ,y- 2- 13 y G 55 H14 HH 78 3 ' Z5' •-I i 230 ++ M H 7 NHS •g 28 /` 30'" 2 ✓ i 3 S i 1 F�G 'Cr Portland General Eledric Ccxttparty Date October 5 , 1983 Gentlemen: Re: Copper Creek III Subdivision Attached is our proposal for providing underground electric service to the above noted suhdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/or proposed project and utility construction; however, if there are any conflicts with your existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Very truly yours, Brian J. Moore Estimator Job No. 63027 Copies to: 1 Tigard Water District 639-1554 8841 S.W. Commercial Street, Tigard, OR 97223 Attn: Robert Santee 1 City of Tigard - 639-4171 City Engineer, 12420 S.W. Main Street, Tigard, OR 97223 City of Tualatin - 638-6521 City Engineer, 18880 S.W. Martinazzi Ave. Tualatin, OR 97062 Attn: Mike McKillip 1 City of Sherwood - 625-5512 90 N.W. Park Avenue, Sherwood, OR 97140 2 City of Newberg -- 538-9421 City Engineer, 414 E. First St. , Newberg, OR 97132 Attn: Bob Sanders 2 Yamhill County - 472-9371 Road Department, County Courthouse, McMinnville, OR 97128 3 Marion County - 588-5036 Marion County Department of Public Works, Salem, OR 97301 Attn: George Grove 2 Clackamas County - 655-8521 Clackamas County Engineer Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat 2 Wilsonville - 682-1011 Larry Blanchard, P.O. Box 220, Wilsonville OR 97070 2 State Highway - 653-3099 Right of Way, Box 02157, Portland, OR 97202 Attn: Ted Inlos 2 Northwest 17atural Gas -- 226-4211 123 N.W. Flanders St. , Portland, OR 97209 Attn: D. W. hills 2 City of Dundee - 538-3922 Box 201, Dundee, OR 97115 Western Division-14655 SW Olt!Scholls Ferry Road--Beaverton, Oregon 97007----643.5454 s fit- l0 7. 9 c- d-� 20 ESTIMATE Ledger Account Job Nn, ��-� Blanket N 0,-) L_ Section No. CY1 �°- SHEET Entity Irk RC ='U- 45fc,8 For bZ Copy CLIPV[>Z C(2LE)L Z CJJ ►1\U1SlpIJ EST.LABOR(IN MANHOURS) !k-) WU j L},) 4 C_W =m_:e_ u-mv- W_ -T1t�L1 ,INSTALLING E SLS F� ?q �3 YM'Q\YjV- UL-A chP_UkCZ_ -in 'S'm U_)-TS !REMOVAL CONNECTION DATE 10- \-125bI REOUESTED BY LUVZ5 jTRANSF. STOREROOM NO. DISTRICT \\l.D'Aw_V E4K TOTAL Ips _I:"'�e*- CE FERC I STORES ACTUAL ESTIMATED ACL J�1NT ACCOUNT CODE N0.•• OUAN T ITY MATERIAL TO BE INSTALLED I QUANTITY ,ESTIMATED CO UD 31 c1-'.Cd1-0-3 1 1.94•")Ib " I �5>< OlLtY1EZ UU7 ( � IL PaS1Z)�� I I I-`14•'11'1 1 ► I 1 �'t1Dly`�GT(lti u��r t� Posh � Z I #ZDL- \,Zr v o6 cc,tL� I I I I 1"4�10 P-LUL "Db 51FLC)= 4 I I I I 110 A11 SL L\JCe_ IF\-uLM ( j I I I I Pvc 57cam 'pin- ! I I I I MD 7L\V I I I II I -ts5 UU'� bo W-5 I I I'l 'i`1 U5 1 1 1 IIO-AU AL '5410' j I I I 1 1�I��u P raL L"bP_5' I I I I I I I�' \iso cU z'1'1 z l I Lu. SID' I I IvvC v-1CVUi) 717�_ 4a MA IS I I 1 j I I I I I I I I I 3l C>1 i I 1" OD7� 1rJ1'?L_ I I I 1 I � I 1�1F+11 I I I I I j 1>I C_ ':!11: 1\30 71,L 1 Z I I I_ I I j I a.�'1�•01 Lr'� I T(u s 1 I 1-SrSa 1J I I 1 50y_v1.`. I1D0 . \ZC�I Z�.Ci'V I L I I I I I I I I I ' 501L\CD' Iwo .VLO)1AU N I I I I I 1 Vb X-Dw V wz 1Lf_ 1 } I I 1 1 1Z• ?0'S1"T1OtJ I I \11WL e I i. .., M.1�->(`�1 ►tom f NOTES- `_71j caT"A' 'Cl (�T� C ,;l'.I.iLF.S: CA-T'J JOB COST ILPGS,TRAwS r'�Tb T q_Lt.De ,1LT MATEMAL ' �DTtIL .SOS C �C STORES EXP. cusp au_D\ii . LABOR CUSI. �t�VOtJS\@�U7i - T!ACING NO, 111 CIRCUIT L.II.1CA [1-(`-i - L�L1Q}1[11;� zTOTAL LCHECK ITEMS REQUIRED PERMIT APPLIED FOR O.K.FOR RECORDS INITIAL DATE OMER SHUT DOWN C�j-♦ NOTIFIED PPL TO TRANS. LINE DEP? tSTAKE BLESUB. )] OVERHEAD - 1� NOTIFIED TELCO TO TRANS. OFFICE � INSURANCE PPL TO TRANS.d REMOVE POLES 1 TOTALHOLE$ 'r _ TELCO TO TRANS 8 REMOVEDIST.ENGR. LESS SALVAGE REES ON THIS JOB I\1 POLES TOPPED I- 1 _J_I I N POLES REMOVED I BILLING JOB O I I JOB COST 1 ESTIMATED BY '+� -S •1; 1'.' L WORK STARTED BY DATE W 1. DATE �-1',� E'.i 5 n APPROVED BY ,L,- -.y _ WORK COMPLETED BY DATE 7 ESTIMATED BY DATE ESTIMATE OF MATERIAL TO BE REMOVED AND/OR TRANSFERRED FERC ESTIIJ-ATED ACTUAL DESCRIPTION I SALVAGE ORIGINAL CCOUNT OUANTITY OUANTITY VALUE COST I i;UIT NO OR NAME �E uy v $O FICO 1 112��' F.2 3 W '�0 �� -.-.CJI e'er '' F• ''4 Ch. �+- ein N y ( �2�P ROBE 1 SQ f4 Gf6 P 2)W - 1 15L Q J \ P E 7Ee q �s0 F Irz'. -r tj` ; �o141 p P.2�60 IV t P 2 F.P. 'e0 q�^ C Y �� j� `U . 1.2°/a} I � - t, v ""�� t 0 lays Sp \ e�6T P2.c6 S :'1 7 BGe6� P i096N ,`, P efES-�\\ C (� KNEFL i,; I+� ,• ��• _� �■ FS 10 S -C SEaE.a'-�--a��. ` \corpEg 5 m ^ P424C7 ! I 'C;EEueP io 5C� � O�( so so r 50 P . S-laI:DING ,5�`1 1 �..� ! • If Sue CIV r\ / I 1J �• (i "o , .� 50 i" 'c /} /fir/o^1 l �:C I a �/�N 0.5 S rw 1 su f so s \ 5 � 1 n I-:OL '.b �� jJrJ OPE?' t \ 'x 's ves9e �17 50� IJ � 1 . e-40-2o2 Ledger Account U'11011 Job No — Blanket No FC'C>�O Section No. ESTIMATE Y� {per SHEET Entity-L'22—RC��= t:��., A-- L For_ Copy Residential Customer Responsibility Sheet EST.LABOR(IN MANHOURS) Cl1�ZQ�2 UL UL M- ) I INSTALLING E'1Z--t2 571z REFERENCE JOB NO. REMOVAL CONNECTION DATE IC) - 1 12;t) REQUESTED BYLL�1�I`a- TRANSF. STOREROOM NO. DISTRICT TOTAL LEDGER FERC STORES ACTUAL ESTIMATED LEDGER CE ACCOUNT CODE NO. QUANTITY MATERIAL TO BE INSTALLED QUANTITYACCOESTIMATED COS' Trench W:)-T . Primary Trench ft. 7-1w, CUSZ Secondary Trench K. ZDD r Pad Evacuation CU`JI Vault Evacuation Hand Digging CUS l 3/4"Minus Crushed Rock cu.yd. AS UnD Sand cu.yd. Black Top sq.ft. Sodding/Restoration Stubs Road [L'`�l Road Crossing V L,Ca1E Crossing Road Bore tt. in. K. in. ft. in. 11U57 3/4"Minus Cruuhed Rock cu.yd. 31 CU[-T Z. in. PVC-DB Duct Ft. OLAl• VL�C,) Icn, 31 CU -4 in.P'/C-DB Duct Ft. V'-V. 4�(.) IDO. 31 in FVC-DB Duct Ft. Black Top sq.ft. St.Opening Permit C'.''�i �l-n p\JL Cnt lu. ( c. � � I StreetCU5 I. Trench H. Light Base Excavation Hand Digging Sodding/Restoration Stubs I I NOTES— Telco Yes 0 No ❑ Per 14CT1 11C1.�U1.1CL`_1al\ L�-1C_ JOB COST PGE to Install Telco Yes ❑ No O MATERIAL O PGE to Provide Trench and Bill Customer,or STORES EXP. 6 Customer to Provide Trench per Attached Letter LABOR Dated, T-I:MIK)b TRACING NO. CIRCUIT 1C106 Cff-f UVI IT4V\ 1'17K\) TOTAL CHECK ITEMS REOUIRED PERMIT APPLIED FOR O K.FOR RECORDS INITIAL DATE CUSTOMER SHUT DOWN NOTIFIED PPL TO rRANS, I ItJE L)r,'T OVERHEAD PORTABLE SUB NOTIFIED TELCO TO TRANS. OFFIc r- INSURANCE — EASEMENT REQUIRED j FPL TO TRANS 6 REMOVE POLES TOTAL o j STAKE HOLES / TELCO TO TRANS A f1FMOVE DIST FNGr, — LESS SALVAl3EV o ; TRIM TREES ON THIS JOB POLES TOPPED N POI FS REMOW-n BILLING JOB 0 JOB COST w I ESTIMATED BY nj DATE 9-lzj. �*), WCRK STARTED BY DATE APPROVED By �ll�, ��.. '�/,7r/R� WORK COMPLETED BY DATE CITY OF TMARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: September 12, 1983 AGENDA ITEM 0: DATE SUBMITTED: August 30, 1983 PREVIOUS ACTION: N/A ISSUE/AGENDA TITLE: Acceptance of Subdivision Performance bond and REQUESTED BY: R_ I._ ThnmpQn,, Compliance Agreement for Copper Creek III Engineering Department DEPARTMENT HEAD OK: CITY ADMINISTRATOR: INFORMATION SUMMARY This is the third phase of Copper Creek Subdivision. All fees have been paid and the attached bond for 100% of all public improvements has been submitted to the City. Plans have been checked and issued with the inderstanding that the City Council still needs to give its approval on the bond and agreement. The bond and agreement, if accepted by the Council, will assure construction of Phase III of Copper Creek Subdivision to city standards. vearar_-rear.r.zrrr�rrrr.:ccere:ea-r.rtes=cc=cr.sx=�=-=�scu=^=-=-=r=��=xacc._.-c-cr==r== ALTERNATIVES C014SIDEIIED Rejection of bond and agreement (terminate project) . Q R ............................ SUGGES.'ED ACTION Staff recommends acceptance of the Subdivlsiou Performance gond and -Ompllance Agreement, to facilitate development of said subdivj.sion. SAFECO SAFECO TITLE INSURANCE COMPANY OF OREGON (5n 1)684-1646 BUILDER -DEVELOPER SERVICES (50.3)225 1005 15555 S.W. RANGY ROAD SUITE 201 LAKE OSWEGO,OREGON 97034 AUGUST 29,1983 City Of Tigard 12755 SW Ash St. Tigard, Oregon 97223 Re: Copier Crc.•ek Stage 3 Gentlemen: Pursuant to subdivision requirements as outlined in ORS 92.337 regarding Copper Creek Stage 3 subdivision lying within your city limits, please verify by affixing your signature below that the following statements are true with respect to CoDpqr _Cre@ k Stage 3 subdivision. 1. Each lot (4e-) (will be) situated on a concrete or asphalt surface _ road which has right of way and improvements, including curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meets the standards. of the govern- ing body of the local ,jurisdiction. 2. Said subdivision, where necessary, (*W) (will have) drainage structdres and fill designed to prevent flooding and approved by the appropriate governing body. 3. Water (A" (will be) available for each lot at the time of sale or lease of each lot in quani.ty and quality for domestic use as idetermined by the Health Division of the Department of Human Resources. 4. A municipally owned disposal system or n privately owned sewage disposal system that is subject to regualation by the Public Utility Commissioner of Oregon fft4 (will be) available to each lot at the time of salr or lease of each lot which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 5. If (will be) or (will have) is indicated, please submit written verification indicating acceptance of a surety band or bonds, or other security or agreements to complete the improvements which has ' been provided by the subdivider in accordance with ORS 92.337. CONTINUED I Page 2 City of �c By: cwv Authorized Si nature TiCle Date: -4�22 Zl, > This information is being requested so that we may be of assisstance to the subdivider in completing his filing with the State of Oregon, Depart- ment of Commerce, Subdivision Section, Salem, Oregon. Very truly yours, 086711-- ?Oo4 . Safeco Title Insurance Co. Builder-Developer Services Enclosure dm CITY OF 'TIGARD, OREGON SUBDIVISION DEVIL, .141(V'C PROJECT (P.W.) Procedure Check List: I. FILE INITIATED . . . . . . i I , . , . . , . . . . . . . . ❑ (l.) Supplementary shFets attached . , . . . , . . . . . . . . . . II. SUBMISSION OF PRELIMINARY PLAT: (1) Pending Planning Commission action . . . . . . . L1 (2) Approved tentatively by Commission.. III. SUBMISSION OI, PRELIMINARY CONSTRUCTION YI,E NSA / (1) Plan Check commenced. . . . . . . . . . . . . , . . . LZY rJ r S (a) Revisions required . . . . . , . . . . . . . (b) Stamped, approved for. construction , . . , . . . . . . . Ll (2) Utility Co. plans re ,.eived. . . . . , . . , . . , . . . Li (3) Improvement cost estimate received. , . . .. . . . . . . . IV. EXECUTION OF' PROJECT DOCUMENTS: (1) Contract documents dr.awnt (a) Compliance Agreement signed . . . . . . . . . . . . . W (b) Periormance Bend signed . . . . . . . R r- Z "Y?__ (2) Permits & Licenses acquired , . . . . , . . . . . . . . ❑ (3) Easements obtained & recorded . . . . . . . , . . . . . . . . Ll (4) Deposits made . . . . . . , . . . . . , . , , . . . . . . . E _ V. SUB14ISSION OF FINAL PLAT: (1) Review for conformance commenced . . . . . . . . 0- (a) Revisions required . . . . . . . . . . U (b) Approved & signed by Comm. Chairmrirn • . . . . . . . . . ❑ (c) Resubmitted to Commission ❑ fres. No. Approved . . . . . . . . . . . . . (l) Approved and recorded by t;ounty Surveyor . , . • . • . . . . ❑ tl (3) Address's a-:signed. . . . . . . . . . • • . • . . i7 VI ., COMMENCEMENT OF CONSTRUCTION. . . , • . . - • . . . . 11 Note- Inspection sheet.s 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 . . . . , . . . . . . . . n VIII . EXECUTION OF FINAL. PROTECT DOCUMENTS: (1) Maintenence Bond signed. , . . . . . . . . . . . (2) As-built drawing received . . . . . . . . . . . ❑ (3) Final report to Council issued. . . . . . . . . . . . . . . . ❑ IX. CITY COUNCIL ACCEPTANCE Of PROJECT IMPROVEMENTS . . . . . . . . . . ❑ t MAINTENANCE BOND EXPIRES: VIII. STREETLEGHTING, (A) Commenced installation. . . . . . . . . . . . . . . . . . Cl (B) Completed installation. . . . . . . . . . . . . . . . . . . ❑ (C) Inspected . . . < . . . . . . . . . . . . . . . . . . ❑ (D) Tentatively accepted by City . . . . • . • < • C1 l ) Authori.a.ation 'letter. to Energi.zr• failed IX. Li.NDSCAPE: (A) Commenced installation . . . . . . . . . . . . . . . . • • ❑ (B) Completed installation . .. . . . . . . . . . . . . . . . . d (C) Inspected . . ,. . . . . . . . < . . . . . . . . . . . . . ❑ (D) Tentatively accepted by City. . . . . . . . . . . . . . . . ❑ X. GENERAL AREA DRAINAGE: (A) Building rain drains i :,spected. • • U (B) Culverts inspected . , . < . . < . . . . . . . • . . . • . Cl (C) Drainage ditches inspected. < . < ❑ (D) Tentatively accepted by ('4ty. . . . . . . . . . . . . . L1 NOTE: PRIOR TO COMPLETION OF EACH CONSTR.UCTLON PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: 1) approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos 5) Daily Inspection Sheets MMALMOLALMkIllill CITY OF TIGARD—12420 S.W.M.,,..—TIGARD,OREGON 97223 RECEIPT DATE:_� ' ��- 3 AMOUNT: S p1� a X16 D-t� DOLLARS NAME: �� al4�G� �' CASH: . ADDRESS: --- M.U.: --- OF FOR: ACCT. +I PERMITS SURCHAROI AMOUNT SEWER BILLINGS 40-364 _ $ 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 c - - — /S/ /d �C Pr _/�i& TOTAL TSL S PF RECEIVED BY: PERMIT NUMBERS ASSIGNED: Number Amount Number Amount Number Amount ,. J J J J RECEIPT "14548 Hayden Corporation Tualatin Development Company August 1.1, 1983 City of Tigard P.O. Lox 23397 Tigard, Oregon 97223 ATT: Liz Newton RE: Copper Creek Stage TII - Tri-Met Bus Shelter Dear Ms. Newton: It has been brought to my attention by our Project Engineer, MacKay and Sposito, that you are again unable to approve our site engineering plans for this project. My understanding is that at this time you are wanting us to comply with Item #7 of Ordinance No. 80-80 outlining the conditions of approval for Copper Creek. I have enclosed 'aerewith a copy of a letter dated M.lrch 3, 1983 f om Mr. William Coffel, Service Planner for Tri-Met. His analysis of Tr' -Met pro- viding servi•,e .,..long S.W. Durham Road within the next several years "is unlikely". AV itionally, Mr. Coffel indicates that until S.W. Durham Road is improved, Tii-Met could favor running bus service through the Suminer- fi.eld Development. At this time we feel that it is unreas;)nable for you to request us to pro- vide a bus shelter and turn out lane along S.W. Durham Road adjacent to the undeveloped portion of Copper Creek. Presently, the portion of our project that was submitted to the City of Tigard on July 22, 1983 is almost 1 ,000 ft. from S.W. Durham Road. If a shelter were to be constructed and if Tri- Met were to have service along S.W. Durham Road, there would be no improve- ments by which to allow pedestrians from the project to gain access to the shelter. Tualatin Development Company does not disagree with providing a shelter as was made a condition of the proje7t approval., however, we do disagree with your rather poor sense of timing of this request. We will provide the shel- ter when it will be of use by the residents and Tri-Met. I would very much like for you to review these facts and provide response back to my attention if you feel justified in your position avid will continue to delay oir obtaining approval of the site development plans , i fire re y 1 V ad Voytil Design project M nager l cc: Bob Thompson, City of Tigard Bob Jean, City of Tigard MacKay and Sposito 15300 S W 116th Aver,ie Tigard,Oregon 97223 j503)639-3101 SUBDIVISION COMPLIANCE AGREEMEN'1 PHIS AGREEMENT dated the {iI day of �U;luot, 19 between tho CITY OF 1'IGARD, a municipality of Oregon, hereinafter termed the "City", and TUALATIN DEVELOPMENT COMPANY, an Delaware Corporation hereinafter termed "Petitioner". W I 1 N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as COPPER CREEK II1 LOCATED IN Section 14, Township 2 South Range I West , Willamette Meridian, Washington County, Oregon; and WHEREAS, the City has approved and adopted the standard specifications for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development ; and WHEREAS, the public improvements required to be constructed or placed i1i Petitioner's development are incomplete, bur Petitioner hia nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally ane prospective purchasers of lots in said subdivision by legally enforceable assurances that t. e public improvements mill be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED t.S FOLLOWS: (1) Petitioner shall proceed with she development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement , and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision Ordinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform Lhereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bend in form approved by the City, with liability in the amount of $ 348,764.00 n copy whereof hereto attached and by 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 and progressive manner to assure completion within the time limits, upon ten (10) days notice by the City to Petitioner and Petitioner's sureties . and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's sureties and in the event same he not paid, to bring an action on the said bond Lo recover the amount thereof. In the event such action be brought , Petitioner and 1' Petitioner 's suretiea promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner's sureties specific performance of the contract and compliance with the 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 costs, both in the Trial Court and Appellate Court , if any. (4) Petitioner, concurrent with the execution hereof, has deposited with the City an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Portland CPneral Electric Schedule 491, Option "B", together with a further sum equal co the estimated cost of providing electrical energy to energize the street lig:-ting facilities for a period of two (2.) years from the date of initial energizing of said lights. Said amount being $ 1 ,261.44 (5) 1te City agrees to make and provide periodic and final inspections which in the City's interest are desirable to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspections fees.* (6) 1tie City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 151 . 10 ( 7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner ahall notify the City of the readin:ss 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 already provided with the performance bond, form approved by the City, in the sum of $ (,9, 752.80 _ to provice for correction of any !efective work or maintenance becoming apparent or arising 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 requirements have been met, and a One Year Maintenance Bond, the City Council agrees to tentatively accept the public improvements subject to the requirements for correction of deficiencies and maintenance for a pe• iod of one year as hereinabove set forth. (8) That in addition to or supplementary of the requirements of the City 's Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations: *Project Fee $ 11,331.92 Sewer Fee $ 330.00 -2- (a) None of the lots of Petitioner's subdivision as described may be occupied for residential purposes until an occupancy permit is issued under authirity of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the etreet for each developed lot proposed to be occupied, is installed as a part of the development; provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision noc later than 3 years from the date of this Subdivision Improvement Contract. (b) All landscaping trees on that portion of each lot between the public sidewalks and the curb (packing area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and applicant for occupancy permit occurs within any calendar month from October to April of eny 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 su� livision development by the Council and the Planning Commission of the City of Tigard, Oregon, in regard to variances allowed from the subdivision ordinance, conditions specified by the zone use classification and, also, on the apprvved plat(s) and plans(s). (e) Petitioner agrees to provide for correction of any defective work and/or maintenance becoming apparent or arising during the guarantee period as hereinabove set forth. !q) At such time as all public improvements have been completed in accordaice with the City's requirements, Petitioner shall notify the City of the read:cess for final inspection and upon certification by the Department of Public Works that all requirements of the City have teen met, the Council agrees to accept said improvements for operation and maintenance responsibility, thereinregard, and release the Petitioner's guarantee bond. (10) The parties hereto hereby adopt the form of performance bond, copy whereof is hereto attached and by reference made a part hereof, and Petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. (11) The specific requirements of Paragraph 9 hereof shall for all purposes be included as a part of the obligation secured by the aforesaid performance bond and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner vith respect to any requirement thereof. -3- IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the /.k'1' day of 19 8 3 has caused this agreement to be executed by its l4apor and Recorder. By: / C �'/G TH>E,/CITY OF TIGARD, OREGON .May-ar o"Fc vy / By: wctl- Recorder 1 1 -4 - tl♦ a 4; k , / ' 11 ,� 1' / � , I\ .__ _ ____�____ ____* I I -) . I I I. .. 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C/ear Giodid 410117,Po�,('�/y -D� ,' = J - - - - - - �-- -- a r IIS 10 0 1 N I X11 , I III = 'N I 0 \ 2 I 10 ° 1 11 a a � 1 `` � � --P/a�P fi//�.► fo6i�� Around _ -- or TC.. / \� - - - - --� I _ - - -- I - - - • C .. 100` ��/f/DAPS 11��/O//1 /!OC/f -_.. _ �n• 1 ` eo r rur -- -- _ __ ,�\\ � � � / "C, I r c' 0"a, JA _j I �� No% J'e vel *!,iho/,° e opel Sha// gave Di!/y I CD �/ 2 //O/Pl ,e,-US.9 7/8N� I I/i l J,e" ��U//� P/JjS.COVER 9 FRAME TO BE M N , "- TO A TRUE BEARING ALL AROJND _ _ _ ---moi ��"'!"."+! "w l�'. •� . _5tCTION-A-A SECTION 8- B ELEVATION _--- 6„ ST.4s11/OACO MgN110CE FiPX&LAIr WIZA0 CYC!/" nP.4W�lVa NO �EXFD/f4TfO E' f Tia/Y!'y 6/ET,9/L F/ELD IM 17 S74NZ7*4A9 RR4Fe4.ST 44 7el/ 9.4SIA 1 I D,PAwi/ ld ND 7e-A-40Z I i iI 1 / 48" PRECAST MH SECTION - AST M C- 478 EASEMENT AREAS I TR<11- -LED RIGHtS OF WAY I 1;.. I TRENCH M'iDIH , wMAX MUM PERMISSIHLE __._ ;000 -� �".r�•••► .� W ' AT NATIVE y 611 ABOVE TOP OF PIPE MATERIALS) 't ~I 2"-O" CRUSHED ROCK, CLEAN, .�. '- 0 • �-- 5" I N DENSE , HARD AND COMPACTED. I p ' ..�. PIPE SIZE TRENCH WIDTH Iy 6 2, 0„ , 3" ,,// FRAME 8—COVER �---- — ^ ♦ / �I _ av° "/ O'oQD oa a e•D...o.a..n•J,"o'p�U ai-f•o'—p`'!,>-i'-o•-o-,-'.I-`D y�-t-<'i_-v—• o-O-O-•✓ u o-v o-6 �p i•L11OOb• - ' " `yY( 5/4 MH. 1022 F'N,SH GRADE SELECT GRA" NULAR MATERIAL12 26 I STEPS + v _ - ,o JIN PIPE ZONE - 95COMPACTI74 ON $ TRAMS 7 -GROUT I MAX, • •N M y ap oCi `14 2 8 OO I o v r2„ 15 „ 2 , 10„ ,, • 16 ;� • ; N 12" l_AYFR COMPACTED GRAVEL(IT'�-O") • ; 4"CONCRETE EXTENSION RING INSTALL AS REQUIRED .tel 16 3' 0 1 " TO BRING MH. COVER 8 I� f 2 2 FRAME TO DESIGN GRADE. �- \ o. e i 18 I PIFE; --� 6 N {-+•- •\\ (max 3 r,n p t ) _ I , � � L �.�,. 3 4 D . ECCENTRIC � I I • �• ZONE M H TOP---s- ► - -- i _ ` I ` - - •�-- — �� ' 11 P0" 3, 6., I'MIN. 21 3, 6., RAM - NEK JOINT • MATERIAL OR EQUAL I r I II 11 II I I \ I 4S" _ _ I II I 24 ' 3 10 ' 4" MIN. or 0/4 r I - I II I II �1 I II II jl I — IT -rh 5 REINF BAR „ / II II I II II �I Q 12" CTRS. 30" 4, 6„ 12 MA X� I I I . STEPS ( I � ( II I II II i 33„ 4, 10 , I -'ST'D 4r!" = =i =-_�7r -_= }k-- I� _ _ J== 3 I aMH RISER-0 , COMPACTED GRANULA- II `� II II II II 36" 5' 0" BACKFILL NOTE �- Ax , OUoo O °coo UNDISTURBED I INLETS - OUTLETS AS REQUIRED, 11 � II II �I 42 5 6 i 1 e 2 ;AAX o EARTH 2 WHEN SEWER ENTERS ABOVE _- INV M I V,� v v o G BOTTOM OF MH FORM A U — II-- — ' -7 48" 6' 0" FILLET OF GROUT OR CONC. I I Ly Itft. SLOPE Itl� , �° rte! AS INDICATED. �-. _ �- A� �',♦�, __•_ _ - - _ , t• ♦ p p/\\ MAKE SURFACE SMOOTH A '�•� •w �.'p ' : 1 FORA GROOVED INVERT 'ek • ► ' A . ♦ i 0/ TO DIRECTION OF FLOW --'� r NOTE- Y • 1 _ REINFORCINi: SN,�LI- BE 1t• 1' .e ! o i 1 lee ° 'pig e� I°� /�. i 5 AT I;. ' • CENTERS OR MATS OF 1." Ga �� a •o o p p 0 o ••-12" LAYER COMPACTED 2 z ` ► C 6 . t �,O I o o / 000 , p O GRAVEL ( 3/4"- 1/4") MESH AT 4 ' CENTFR'S. 6'-0 ►MIN. �'TA/V0�4R0 �f�l�4N��' �' f'�PEC,�S'T M,�4Nyt��:� B�fw�E • D�P.4It//ova^ 0A,4WA1.a NO 7.1-4-All ND 71.4 30/ D�',4W11V " ND 7,j'A-305 ' REVISIONS REVISIONS �esignod deI T ° Darr _ ,/(JLI'/961 - - _ DETAIL SHEET - - upery . n WC �� r> Q Scale SONE Job Number De'.19ned BY �'/TY 'T/G"10 . ■NOINifAf •UAVlVOq� PIANNQit/ COPPER CREEK : STATE 3 S►,�� RIc►fA o P sero _ ,P.�� - - - 110 E 17TH ST VAN00UVER1 WA , � w Y Registered Civil E eer No.B1B0 /� ' COPPER CREEK Nn (206)69, .,411 (503)289-6126 CAeckoe By '•,. . .4S T I G A R D . - OREGON 64F� s F> CJI` ,9 • i • .n, �""'•3"` �- ,i`�I ` f , 1 I r r ► I I t 1 t t I'1 t I 1 I 1 I 1 I I I ( I F I 1 I r I I I I 1 I t 111 I I I��+lo�w ......... . w .. - �. '�,,"""'"" -ti....«•".�, ,."ti, .. »w,e.l�,.».,e,.,,,.,�... _.,...,. -- IIIA''�.1�""„ • ` � , i' � ( F•I I ! { I I � I �� i i l I � I � 1 ') ( I��• I I � I � I � ri � I , i I ( I ( 1rIIIIIIII�III�IiI�IIII11r�111�llllllr�llr',Ir�II,ITIrI11rIIlI`rIII,JIIlrptlrit�►11 ....,..a...,, -.., .,... ; .... _, .. ._ _ j, � � ,. •...1. i 2 3 4 5 6 7 6 9 I)0 I I 12 NOTE: IF THIS MICROFILMED - .. , DRAWING IS LESS CLEAR THAN +' THIS NOTIGF=•�IT 1S DUE TO ' THE QUALITY OF THE ORIGINAL � ,•- .+K:. DRAWING. OE 82 92 LZ 92 92 1sa EZ ZZ 12 OZ 61 91 LI 91 91 f 1 E.I ?I I 1 01 6 0 L 9 S 1. E 2 1 , �,Iv''� rltl111111,1c111n,lunllnrinitltNtlrN�uuu,11{Itt1111u11�ubtltlr,►►In,�Nl1n11►111�111t�lltl111111111111�1{111111111{,1111111t{ntli�{i111ttr111rItI1t1111f1111u1t11L�ut111111� (ltluN�►SIIi�111111u1111111n111tn11111111111�H011>)1111JIL�1u11111111►uI1t1111111111U1uN , _ t DUNE 24 1992 MW& 4� --SIL•' ---•'•--'--• --------•--•----•.q./al�._._. ..-. ..: -_ .,,�, •,L�.- .. _. .. - -. _�` ` Y SUBD171STON PERFORMANCE BOND Bond No, 80897918 KNOW ALL MEN B1 THESE PFF.SENTS, that we I''7,LATIN DEVELOP,•IENT COMPANY,an Delaware CorPorat[on as Principal, and FEUERAL fNSURANLE COMPANY - SULU COM12ANY a corporation duly authorized to conduct a general sur.•ety busIneaa In the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $348,764.00 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting c;OPVLH CREEK Iii subdivision located in the City of Tigard, Oregon, and entering into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances and Subdivtsion Compliance agreement documents as described in said 4.ompliance agreement all of which are, by reference, made a part hereof, N(h, THEREFORE, if the Princ,.pal herein shall faithfully and truly observe and comply with the terms of the agreement and sh,;11. well and truly perform all matters and things undertaken to be performed under said agreement end shall promptly make pay- ments to all persons supplying labor or material for any of the work provided by said agreement. and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void. otherwise to remain in full force and effect, In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition 'o all other rights and rer"edies here- un0er the City, in the event it shall prevail. she" be entitled to recover such sums as the Court may adjudge reaLunable as and for attorney's fees. TN WITNESS WHEREOF. the parties hereto have caused this bond to be executed this 8th A day of Au)tust 1.983 By: seal TUALATIN VEL4)P,iENT COMPANY (name of egrpofation) By: By: ,z_� ea1Z resldent acretlry (Cornorstion acknowledgement of FEDERAL INSURANCE COMPANY_ corporate principal and a true Buret- copy of the Power of Attorney r must be attached to the original ' C of this bond. ) Form No 1971 - 1 A .'.i H OF ATTORNEY Could, .?r. :f -- -------------------------- ------------------------ , STATE OF OREGON ) )SS. County of Wasbj0QY_0n____) On this 12th day of Auqust '19L before me appeared Robert C. Luton and rbara L. Harrison both to me personally nnown, wTo o--bel g duly sworn, did say that he, the said Robert C. Luton is the President, and he, the said Barbara L. Harrison is the Secretary of Tualatin Development Company the within named Corporation, and that the seal affixed to said instrument is the corporate seal of said Corporation, and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors, and L. W. Bue1I and M R. Chase acknowledged said instrument to be the tree act and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. Notary Pu6lic for Oregon. My Commission expires ACCEPTANCL The City above named hereby accepts the foregoing grants and agrees to comply with each and every term and condition thereof. CITY OF TIGARD 11y: :-layor By: City Recorder t STATE OF ORL(;OIJ ) )ss. County of On this day of 196 , before me appeared and , both to me personally known who, being duly sworn, did say that he, the said is the Mayor, and he, the said is the Recorder of the CITY OF TIGARD, a municipal corporation, and the said and acknowledged the said instrument to be the free act and deed of said municipal corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this my certificate first written. Notary Public for Oregon My Commission expires Page 3 Easement CITY' OF TIGARD, OREGON (P.W.) PIAN REVIEW CHECK LIST REVIEW CHECKLIST - PUBLIC IMPROVEMENT CONSTRUCTION kAN. CFLECK PRO.IECT NAME:�y �; ��-•rr /C IF PLAN CFIECK DATE. APPROVED T. DRAWING GENERAL REQIJIREMF.NTS: A.) Vicinity Map & Plot Plan & Dctail Sheets................... . gr- B.) Plan/Drawing/Sheet Titles.. ....... ..........0000,........ .... 21- C-) Date/Revision Date.. . . .. .............. ............... ....... D.) Oriented North Arrow.....0. ...........................,,.. .. . E.) Ve-+ical &. Horizontal Sca.le..........4..................... . d F.) Name & Address of Engineer/surve-yor......................... D' G.) Elevation Datum (Related to an Estnbliched B.M.)........... . H.) Existina Aoundnry Lines & Survey Monument/Markers.. ..... .... p I.) Existing Topography & Lend Features 0 J.) Loeaticn, Width g Purpose cf all existing easements.. ....... fl K.) Reserve Strips, Street Plugs &. Public Rpen Areas Specified— [B- L.) Stamped ".Preliminary''/Cons'..ruction "Phases'" Spec:ified....... D-- Ile DRAWING STREET PLAN: A.) Street Location/Alignment/Easement............. . ............ B.) Intersection Location/Alignment.... . ........................ 2' C.) Driveway Access Location/Alignment/Easement................. p D.) Feasibility of Future Extension........00...0.0........... . �. Street/Avenue Name G:nformity.. ............... ..........a.@.. F.) Mail-.Bcx Locations.,....*so......................*.so......# p J.) Bench Mark Location.,...**a.. *................... ff.) Construction Standards, l.) R/W Width....... ....................... ........... '.) Curb to Curb Width.. ......*0.............0........ Tr 3..) 11tility Strip Width... ............0.. ......0...... lk� 4 ) Sidewalk Width...............*00.............. ... . C3' 5,) Street Curve Radii............................... , S.) Curb Return Radi.i............,........... . ......... 7•) Curl) Cut Locations............0000.... . ........... ❑ 8.) Cul-de-sac Radii.....0..0.0.....x.... ............. n 9.) Street Surface Dratnage Pattern................... T'. DRAWING STREET PROFIIE: A.) Street Centerline Grade/Slope/Elevation;........ .......... .. Be) .Intersection Grade Continuity......000.000 a................. C.) Existing Ground Cut/Fill/Elevation.............. ........... . D.) Top of Curb Grade/Slope/Elevations... .......0..00.,....... . . ��/ s (P.W.) PLAN REVIEW CHECK LT.'T E.) Street Cross-section Retail & Specification................ F.) Curb Cross-rection Detail & Specification.................. G.) Sidewalk. Cross-section Detail & Specification...0.06..09900 H.) Driveway Apror Cross-section Detail & Specification.....,.„ IV, DRAWING SANITARY i^WER PLAN: A.) Locatio.1 of Tie to Pre-existing System..................... � Be) Main J.eO,...%tion/Alignmertt......be,..... a..........e.e.e...a..a i C.) Feasibi.tity of Future Extension.*................. D.) Lateral Location/Tie/Alignment.......................0000.. E.) Nece,„ar-y Easement Provisions Noted..*... per' F.) Const:.,uction Standa.,•ds, 1. ) vain- size...........s s.......e.e..........r.ao... gill P, ' AwA)le & C.O. Location/Spacing/Si7,P...,..,0000.. -. .3•) Service Location/Alignment/Size.. ........... V. DRAWING SANITAPY SEWr..;, Ff?,)F,TLE: A.) Sewe1 LinstCrade/Slope..................................... Be) Existin,5 Girourd. Cut/Fila/Elevation.. .................... . .. C.) Finlshcd Surfa%c a Cover Above Sewer......................... D.) Me*;!. Invest t Him Elevations.......4., ...6...0............. p` E.) N.H. Type/Crc•3s-section Detail & Specil ication. ......... .. . g..- F.) Pipe/Pipe .Toint Specification.............0 e............... �— G.) Bedding Cri_)as-Section Detail & Specification............. .. g- N. ) tipecial. Strr:aul Ctossing Detail & Specification,........... . Vie DRAWII 'c bTRM SEWER PLAN:rirsl. Encasement Detail & Specification...0..0 0 0 4.....4... A.) Location of Tie to Pre-existing System/Drainage Ditch...... �r- P4) Storm Line Location/Tie/Alignment............ ...........e.. C.) Feasibili%y of Future Extension.................. .......... U.) Necessary Easement Provisions Noted...................... , , D E.) Constructa.on Standards, �.) lane Size.060044960604........................... ?.1 Manhole Location/Spacing/S.ize/Typee....0......4.. �. 36) Catch Basin Location/Spacing........0............ VII. DRAWING STORM SEWk;p .PROFILE:: A6) Line Grade/slope........................ .................. ¢'- I'0) FInlshed. Surface Cover Abovr. Sewer.............0........... _ ^.} 11ac:hole x Catch Basin Invert & Rim Elevations.. 0 6 o 0 0.0 0. � - U.) Pipe/Pipe Joint SPecifi^.ation.............................. Q E.) Catch Basin Type/Cross-Section Detail & Spc ,ificatioci....0. �. F.) Beddin6 Cra:hs-Sect.on Detail & Specification............... p G.) Special Outj'a.11 Detail & Specification..................... Q• Page 2 (P.W.) PLAN REVIEW CHECK LIST VIII. DRAWING AREA DRAINAGE: A.) Flood Plainhate, l.) High Water Elevat{on.........e............e..... a 2.) Mean Water Table Elevt�tion....................... ❑ 3.) Greeks Located/Flow Volume & Direction........... ❑ 4.) Springs Located.... ❑ 5.) Wells Located/Capacity........................... ❑ Be) Culvert, location/Alignment/Easement........................ %--- l.) Invert Elevations................................ Or 2.) Type/Size/Flow Capacity.......................... - O C.) Drainage Ditch Location/flow Capacity...................... g' _ D• Hse. Weep ffole Location�/S ze.......e.ee...e.e...e.ae •.....• IX. DRAWING PEDESTRIAN & TRIA 71C CONTROL DEVISES At) Pedestrian Control, 1.) Crrmswul.k Locutions..ev..............•e•......••.---may. 2.) Ialand Location/Ix;tai.l........................... �7 30 Sit7ml & Sika 4.) SiGna.1. & Sign Detail & Specification............. B.) Traff w Control, 1.) MnrkL►g Location/Type.........960004800990066606----o �.) SiE'm & t3iguaL Loo3tiion/Number/Tyne.................... 0 ;� 1-- iw1 L►e�.ailcii'ication...............e.. ❑ X. DRAWING 87REET Ls[(;HT.LIB;: A.) Pole Detail & BL�ecificatioa................................ ,... Be) Fixture Dol,ail Specification............................. �� F C.) Number of iitli,i,s.................e.......................... D.�haCation� i_n .i..........v..e.....s......s.............• i3' X3. DRAWING UNa6WROUND llrli.ITIP.3: ----' .- A.) Gac, Is) Main Line i,ovation/gine/Ilepth.................... ❑ R.) Ilse. 3arviee L oogtion/Size/Depth................. Cl 30 VAlve IF C/1tiOn...........................s.s....• ❑ 4.) Meter hovation................................... ❑ Be) Water, l.) Main Une Location/Size/W.th...........a6609.... ❑ 2.) Flse. Service Location/Size/Depth........o........ 0 30 Vnivp Ic+cation.....•s....v...•................•.• ❑ 4.) Meter 1Acation...........e............ •........• �] 5.) Fire hydrant Location/M�a►ber..................... ❑ C.) Phone, 1.) Gable (Conduit) Iacation/Depth................... ❑ %'.) M.Ho Location... ❑ Page 3 (P-W-) PLAN REVIEW CHECK LIST D.) Electric Power, 1.) Cable (Conduit) Location/Depth. .................. 2. Vault M.H. Location..................... XII. DRAWING PARKING IM-, A.) General Location........................................... -0 B.) Access Alignment........................................... O C.) Construction Standards, 1.) Width/LL-ngth..................................... —C] 2.) Vehicle Movement Pattern/Marking................. 3.) Drninage......................................... 4.) Cross Section Detail 8 Specification***.......,,, 0 PW CHECKED BY: DATE: Page 4 M,wj��- UW Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 July 26, 1983 City of Tigard P.O.Box 23397 Tigard, Oregon 97223 Gentlemen : SUBJECT: COPPER CRELK III The construction plans on the above-referenced project have been approved by the Unified Sewerage Agency . If you have any questions, please do not hesitate to call . Sincerely , Terry Chi..- oerlin Design Engineer TC:Jb Enc. 72ABR rM a� 11-0/�,//�Gav9e, 1117/-,IJ 4/&0rw1sc nar'Ad a7,C/cro,r ��Ldfe��,(s 9fia//ex,�en�%:��%r�/err9fh/�fn edcfi /o%sf ifar��ir�r�f!of Line vfi/ify r�.Sf�1/edb1v G��%r /07 Ac w11h er)��a�orO�eo�r�'GE Co. 1.ykmlf TSB M E/�v r38. /� Teo Uf'Norfh .BQ/f 017 Fi.�'� �'�ydicr�f �t%'Of k.3'A/ r'Qi /CJ' APPROVED AS NOTED UNIFIEDSEWER 'LAG" C BY;�� '2S IMPROVEMENT PLANS I Job Number COPPER CREEK : STAGE 3 --- -of O R E „i, t',7 N /� OF 7 "�Ill Q ENGINEERS SURVEYORS PLANNERS 110 E. 17TH ST. VANCOUVER, WA 9866:3 WASHINGTON OREGON PH. (206) 698.3411 (503) 269-8726 TRANSMITTAL LETTER TO City of Tigard 10,641. JOB: 0,64 12751, �, . W. Asti DATE: 7-22-83 Tigard, Oregon SUBJECT: - Plger Co Creek Stage 3 -- -- - -- a ATTN. _John Hagman Description of Enclosed: 9 sets of Improvement Plans and Preliminary Construction Cost Estimate for Subject Site. Message: For your review and circulation process. MACKAY & SPOSITO, Civil Engineers, Inc. BY: Don Moe cc: Vlad Voytilla --�--t -- . etCI�Q� .�4dir0 #L0,641. ..w,.w••w• ww••oww •.wnn.w• DJ /AS/w€.j • 190/17TH /T. VA NCOi1V/A,WA 7-8-83 - RFV. 7-12-83 = D.JWw g _ PRELIMINARY CONSTRUCTION COST FSTIMATF COPPER CREEK - PHASE I, STAGE, TII TIGARD. ORECON ITEM QUANTITY UNIT DESCRUTION UNI'E' PRTCE '11)TAL STRFET'�?ORK 1. 1'.,.5. Clear big arid griibl)ing 7,01.10.00 2 . 8,700 C.Y. Rough grading $ 2.25 $ 1-9,575.00 3. 51 ,35() S.f-*. Subgrade preparation $ 0. 11 $ 5,648.50 4. 51 ,350 S.F. 2" Class "13/C" A.C. pavement $ 1.1.45 $ 21, 1.07 . 50 5. 5L,35U S.E'. 1" Class "C" A.C. pavement 0.25 $ 12,837.50 6. 51,350 S.P . 2" Crushed surfacing top course rock $ (). 15 $ 7,702.50 7, 51,350 S.F. 3" Crushed surfacing base coi_irse tuck $ 0.40 $ 20,540.OU 8. 2511 C.Y. Imported subgrade stabilization rock $ l t.•i.m ,, 2,500.00 q. 68 1.,.1'. Standard barricade $ 20.01, $ 1,360.UU l0. 4 Fa . Standard mailbox clusters $ 200.00 $ 800.00 TOTAL STREETWOR K $1.01,071-00 CONCRETEWORK 1.• 2 ,826 1,.F. Standard vertical. curb (incl.. drop sections for future driveways) $ 3 .50 $ 9,8111 .00 2 . 1 , 165 S .1'. Sidewalk incl, wheelchair. ramps $ 2 .00 $ 2, 330.00 TOTAL CONCRrTFWORK $ 12,221.00 Page 1 of 4 tiI0.fill I t),JM/AS/wg REV. 7-12-83 D,DVwg ITEM QUANTITY UNIT DESCRIPTION KNIT PRICY, TOTAL SANITARY S(:WER 1. 8 Ea. Sanitary manholes $1300.00 $ 10,400.0(1 2, L.F. 8" C.S.P. Sanitary main (including imported trench backfill in public R/W) $ 22 .00 $ 31,526.0(. 3. 1 ,155 L.F. 6" C.S.P. Sanitary Laterals $ 18.00 $ 20,790.01) 4. 75 C.Y. Extra depth bedding (if necessary) $ 10.00 $ 750.00 5. 200 C.Y. Imported trench backfill (if necessary, otitside of public R//w) $ l'o.OU $ 2.000.0(: TOTAL SANITARY SEWER $ 65,466.00 STORM SEWER 1 . 5 ra. Shallow storm manholes $ 900.00 $ 4,500.0( 2 . 1 ra. Storm manholes w/lucking lids $11Uo.0U $ 1 ,1(i0.U( 3. 7 ra. Catch basins $ 500.00 $ 3,500.0( 4. 1 Ca. Field inlets $ 500.00 5. 1.55 L.F. 36" C.A.P. $ 38.00 $ 5,890.01 6. 215 I,.F. 1.211 C.A.P. $ 15.00 $ 3,225.0 7. 607 L.P. 12" C.P. Ct4-3 $ 15.00 �; 9,105.01 8. Soo t,.F. 6" P.11. $ 8.00 $ 11,000.0( 1, t Ea. Connect ex. 6" P.P. to 36" C.A.P. $ 100.01) $ 100.0( Ea. Connect to ex. 36" C.A.P. $ t50.00 $ 150.0( Page 2 u 1" 4 �1U,6�11. HIM/AS/wg 7-8-83 mv. 7-1.2-83 D JM/wg ITEM QUANTITY KNIT DESCRIPTION UNIT PRICE TOTAL STORM ;EWER - continued 1.1 . 1 Ea. Remove ex. storm manhol.E, $ 400.00 400.00 12 . 160 L.r. Remove ex. 211" C .A.P. $ 3 .00 1180.00 H. It) L.r. Remove ex. 18" C.A.P. $ 3.00 $ 30.00 1.11. 35 L.F. Remove ex. 6" P.P. $ 3.00 (A.00 Ea. Concrete headwalls for 36" culvert crossings 30' wide $2000.00 $ 4,000.00 Boulders and rip-rap rock protec tion $ 6,000.00 I.7 . 3;,01.10S .P. Erosion Control $ 0.20 $ 7,(.)0(.1.00 TOTAL STORM SEWER �+ 50,085.00 WATER M I.. l,.S . Water system, complete in place, in accordance with Tigard Water D.ietri.et plans and requirements. ( $ 35,1)00.00 Estimatecl) S01-3-'1'OTAI, CONSTRUCTION - IMASE' I $163,843.00 PLUS 10% CONTINGENCY $ 26.384.01) E:STIMATE;D CONSTRUCTION COtiT - I'1IASF, I $290,227.00 PHASIC II ITEMS TO HE, CONSTRUCTI U DE_IRINC PHASE I 1. L.S. Clearing an(] grubbing $ 3,000.00 2. 10,300 C.Y. Rough grading $ 2.25 $ 23,175.00 3. 1 1 H. Sanitary manhoLe $1.300.00 S 1,300.00 Page 3 ut' 11 i I r• #111,641 D,TM/AS/wg 7-8-83 REV. 7-1.2-83 1).Dvwg ITTM QUANTITY UNIT DESCRIPTION KNIT PRICE TOTAL PHASI; II ITEMS TO—BE CONSTRICTED DURING PHASE I - continued It. 2 Ea. Storm manholes w/locking lids $1100.00 � �,2oo.(I0 5. 1 Ea. Field inlet $ 500.00 $ 500.00 6. 86 L.F. 36" C.A.P. $ 38.00 $ 3,268.00 7 . 180 L.F. 1.2" C.A.P. $ 1.5.00 S 2,70u.00 8. 1.6,000 S.F. Erosion Control. $ 0.20 $ 39200.00 `) • fl.S. Rip-rap rock protection $ I ,U(►t►.o0 SUB-TOTAL CONSTRUCTION - 114ASE IT DIIRTN(. PHASE, I fi 40,343.00 PT llti 111 CONTIWIENCY $ 4,034.00 El)"I'TMATED CONSTI:tICTION COST - 111ASE TT DURING PHASE I $ 411,377.00 TOTAL ESTIMATED CONSTRUCTION COST - HIASC T AND PHASE II CONSTRUCTED DI►RTNC PITASE I $334,604.00 NOTES: 1 . This estimate was prepared by MacKay & Sposito and based upon unsigned improvement plans dated April, 1383. 2 . 11ils est.T.mate does not include streetlight costs or P.G.E. trenching cults. 3. The estimated water system cost is subject to change and was detrrmined by prorating the water, system coat for Copper Creek Stage 2 by the numl)er of luts in Cupper Creek Stage 3. 11 . This estimate does not ineLr..'p engineering kind construction staking. See proposal by MacKay ti• Spositu, Inc. Page 11 of' 11 ` . $ 7 t v, G Ci o �1 r L 1 � I r I 1 r r 1 . sC 002 Aoll cmmt To Eris �r O I / �v ti � � � 'h ti i I � � • I %\ � . fr I r r � I I f i vin 11U1Y/1Bf ENOINEER s C-.UgVEYOR1s PI ANNE gO Designed By A.f 1011# _ n.*W„Av w s C/ass ;5 ,4,0, y5l&` x,47-1 .SECTIOAI /v T.15, i a fi�q Z4"l�/vc°�f �Contra�'v� May G/r� EXi,sfir�9 14'!'A� ,f��q ��ina✓cd Upsfiean� Fon Thc°,r� c��/vc°�1`s) `VI a'cn!fxi, b;?y ,a feh To ' To �Naii?rbo j 1 � 1 I I � I i IMPROVEMENT PLANS COPPER CREEK STAGE 3 TRI-COUNTY METROPOLITAN MANSPOPTA'ION DISTRICT OF OREGON aea TRI-MET 4012 SE 11th AVENUE PORTLAND,OREGON 97202 March 3, 1983 Vlad Voytilla Tualatin Development 15300 S. W. 116th Tigard, Oregon 97223 At this point in time, it's difficult to outline any definitive plans Tri-Met has for bus service on Durham Road west of S. W. 78th Avenue. Presently this segment has sotoe serious deficiencies that discourage the viability of transit. The most prominent is the lack of development on the south side of Durham Road. Although much of the area is zoned for mQdium to high density, it would most likely he years before it could reach levels that t-ould warrant transit service. North of Durham Road the Simmerfield Dei,elopment has designed its community in such an arrange- ment that it vjtually eliminates access to and from Durham Road. The large brick wall would prevent anyone from accessing transit if the service was offered on Durham Road. Conversely, from a purely route design perspective, the most logical and direct route from the King City and Pacific Highway area est to Hall Boulevard is on Durham Road. Presently the service planning staff is studying the entire southwest Cortland area for a major route restructuring. The Tigard area is a key focal point for transit service in Southwest Portland. If this plan is implemented it would be based on the "Timed Transfer System" similar to operations that are now functioning in Beaverton, Cedar Hills and Milwaukie. This system depends an local feeder lines meeting at a central location and exchanging passenyr -s. It is possible that a local feeaer line would be established to p,-ovide service from Pacific Highway (King City) to Tigird via Durham Road and Hall Boulevard. Actual operation on Durham Road is proL4hly more of a long term goal . The lack of development, and limited access that presently exists adjacent to Durham Road makes an alternate route much more appealing. This route would take the bus direclty through Summer- field to 98th Avenue. Service could operate on Summerfield Drive until develop- ment on Durham Road reaches a level that could support transit service. During this time, scenarios for improving access from Summerfield to Durham Road could be explored. Presently, any route changes or additions of new service are in the conceptual stage. The earliest possible date for a major service change in the Tigard area is June 1984. The most important factor in determining when and if the bus service will change in Tigard is the ability of the agency to affo-d it. Tri-Met is currently facing a severe economic crisis , the agency will be forced to make some service cuts. The extent of the cuts has not yet been determined; if they Letter to Vlad Voytilla March 3, 1983 Page Two can be kept to a minimum, then it's likely the Southwest Plan can proceed. If our worst case scenario becomes reality then the existing route structure will be main- tained, but the hours of operation will be trimmed. In summary, it is unlikely that Tri-Met will actively pursue a bus route on Durham Road in the next several years. The only circumstances I can foresee which would change this are the fol"lowing: 1 ) The Portland area e;:onomy drastically improves , and service cuts are minimal . 2) The southwest plan proceeds with all time lines being met. 3) Tri-Met actively pursues a route that operates east-west from King City to Hall Boulevard. 4) Our initial preferred route through Summerfield is strongly opposed, and 't is determined that the only other route available is Durham Road. It is unlikely that the above chain of events will occur. I 'm sorry I can't be more specific, if you have any additional questions or need more clarification don't hesitate to call . Sincerely, William J. Coffel Service Planner WJC:js i 10____:'1V v ' "i and FROM: R.J. Ror- Electric Inc. ��Ltn, John H. 163-90 S. .�'. Parker Rd. -- Lake Oswego, Ore. 97031 Telephone: 635-2824 - M E S S A 1 W - - SUBJECT: Copper Creek //2 ;t. high.tiri-a Date 8/13/82 _. Wit, lj htinex for the subject ,job has been completed. �llRon_vo-r acceutance. please send a copy of your acceptance and notice ta- erle1ZLze to our office. By REPLY Date / 5/ ST,E617- I.I&H75 gANE_1RL'r-A1 1 bz-ALLEE a � � ,, ' �, By .M 1] RECEIVER-RETAIN THIS COPY FOR. YOUR RECORDS Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 RFcF��n July 1 , 1981 err 44% City of. Tigard P.O. Box 23997 Tirard, Oregon 97223 Gentlemen : SUBJECT: COPPER CRERK: STAGE 2 The construction plans on the above-referenced project have been approved by the Unified Sewerage Agency . If you have any questions , please do not hesitate to -all . Sincerely , Terry Chamberlin Design Engineer TC: jb Enc . US A - D.E.Q. COPY ALL 'ACES MUSj.s ;,E DORSED PRIOR /f0 APPROVAL OF fi ESE PLANS 18 PUDLIC WORK Df PT. DY _ DATE_. PLANNING 7D ..PT. BY __ DATEBUILDING T. Ely_ DATLO_ COUNTY EALTH DEPT. Fly. _ DATE.._—_ CITY A MINISTRATOR BY— DATE.-__.__ TIGA D WATER DIST. DATE.____ i G GE ERAL TELEPHONE BY----- DA''_____ I 5 A BY N N. W. NATURAL GAS BY.____,_ DATE____. f, P. G. E. oY-----,. _ DATE. / T. R. F. D. my DATE___ Cons f ruc f MN#1 Over Exi s 11nq /0"Sane lard &-wer Lin& r° Connect 60 Ma //t09 .Mars c Chasc Plans Ldh dIS / Jcnvar�) /979 i�Aged @ Conncc t� 6.. Jer vlcc Lafcra/s a 56 /21-�f l0115 e 1244Z6114 c Chasc Pbns Dafcd January 197q, 7� APPROVED A 0 W NE19/,DE n Of ER E AGENCY l 1 �r,D EW Ef To c ki l i n ,Oc v e/op rn e n l Co , Inc 15200 S W. //10 fh A vcnac BY Tigard, Oregon 972?.? (503) 639 -.3101 E,'VC1/ 1EER1 SURVEYOR "ge Kay f Spos I to , /n //0 E. /71h St. ✓ancov ver, Y1/a 98&6,3 6503) ?89 h 726 IMP R O V E M ENT P L C. N S Job Number ' PER CREEK : STAGE 2 /0'4.86 Skv T I G A R D 0 R E G 0 N ��¢ STAFF REPORT AGENDA 5 .4 TIGARD PLANNING COMMISSION September 2, 1980 - 7:30 p.m. Fowler Juliior High - Lecture Room 10865 SW Walnut Street, Tigard DOCKET: ZONE CHANGE PLANNED DEVELOPMENT, ZCPD 1-80 (Copper Creek) NP,-) #6 APPLICANT: TUALATIN DEVELOPMENT CO. , INC. OWNER: SAME 15300 SW 116th Avenue Tigard, Oregon 972.23 REQUEST: For a Zone Map Am"-6�4t from Washington County RS-1 to City of Tigard R-5PD "Singlq Family Residential Planned Development District" for Stage 4 Copp-cr Creek - General Plan Review. AND ,1 For a Zone Map Amendment from Washington County PS-1 to City of Tigard R-7PD for Staqe IL._Copper Creek. LOCATION: South of Durham Road, east of Serena Way at Pick's Landing Subdi.visirn (Wash. Co. Tax Map 2S1 14A, Tax Lot 100) . PREVIOUS ACTION: Original application was made on January 3, 1980. The Planning Commission tabled the original application on March 18 , 1980 to allow Staff and the Applicant to work out major difficulties. Applicant requested that Stage I be re,,iewed by the Planning Commission in a letter dated March 27, 1980. On April 15 , 1980, the Planning Commission agreed to review Stage I - twenty-three (23) lot subdivision off Pick's Landing, Serena Way. On May 20, 1980, the Planning Commission approved the Preliminary Plan for. Stage I with modifications to Staff Recommendations (Reference Minutes of May 20, 1980 Planning Commission Meeting) . The Planning Commiss;on approved Stage I and Stage II at a meeting on July 8, 1980. The City Council remanded the Zone Change Ordinance back to the Planning Corrolission on July 28, 1970 with a directive to reduce the number of lots to rpproximate R-7 zoning, eliminate the "private drives", and address the 'public streets" issue. The applicant has reduced the number of units proposed in Stage II from. 130 to 115. Stage I remains the same with fourteen (14) R-5 lots, and one area along Durham - Lot 116 on the latest plan - remains undeveloped. The Council did not express any concern relative to Stage I. However, the Ordinance was for Stage I and Sage II, therefore , neither Stage was approved. In this case, Stage I will be exactly as st•.ted previously in the Staff Report dated July 8, 1980. Stage II will be changed to reflect a new submission. an n STAFF REPORT AGENDA 5.4 /ZCPD 1-80 TIGARD P!-,ANNING CO�L%JISSION September 2, 1980 Page 2 STAGE II (R-7PD) COPPER CREEK STAFF NARRATIVE Density calculations are as follows: Total Site Area 39.38 acres Less Stage I 2.70 acres Fess I.ot 116 2.50 acres Less sensitive lands 11.50 acres 22.68 acres Less f>>blic improvements of 22% 4.98 acres STAGE II h:TILDABLE LAND 17.7 acres 17. 7 x 43,560 square feet/7500 square feet = 3.03 Units, Stege 11 Lot 145 (later) r 15 2.5 x 43,560 square feet/5000 square feet 1.18 STAGE I 14 132 TOTAL UNITS The applicant is proposing to develop 115 lots with an average lot size of 6,679 square feet. Lot 116 will be developed at a later date and could support approximately 3.5 lots. 115 Stage II, 14 Stage 1, 15 Lot 116 = 144 Total Units This p roposa' is for twelve (12) lots over Staff's computations at 7,500 - square feet per lo` for Stage 11, I,ot. 1.16 "ul.d he developed later under en R-5 ?.one designation. The question is: Should the full 7,500 square feet minimum under followed? I . FINDINGS OF FACT: 1. This portion of Copper Creek is designated on the Comprehensive Plan as R--7 and R-•20. There is approximately 1.5 acres of floodplain included on the Tualatin River. Applicant doer; not propose to develop in the R-20 area (5.47 acres) designated as ol,,�!n space. 2. The NPO #6 Plan denotes an area of open space between the floodplain and the 132 foot elevation. Applicant does not propose to develop in this area. STAFF REPORT AGENDA 5.4/ZCPD 1-80 TiGARD PLANNING CaLMISSION September 2, 1980 Page 3 3. Approximately five (5) acres of this property is drainageway. 4. Applicant has requested that lot 1.16 not be developed at this time (2.5 acres) . 5. Density calculations would allow approximately 103 units to be built an buildable portions of site. Underlying Zone is R-7 with 7,500 square feet per lot as a minimum. The majority of the lots presented in this proposal are below the minimum allowed by Code. Under the Planned Development designation, an increase in density could be allowed. The Planning Commission has considered this increase in the past, if the developer dedicated land for public use. Applicant has agreed to dedicate 1.5 acres of floodplain. 6. All public rights-of-way are shown as fifty (50' ) feet dedicated with full-street improvements. II. CONCLUSIONARY FINDINGS: 1. Applicant .s proposing a density above the R-7 'Lone allowance. The Planning Commission must decide whether or not to allow this density under a Planned Development designation. 2. The drainageway clearing and improvement should be carefully reviewed with Applicant to ensure that the area is protected and maintained. 3. Deed restrictions need to be added to ensure non-remonstrance against the improvements to Durham Road in the future. 4. All open space and floodplain areas should be dedicated :� the City to continue the park area along the Tualatin River.. 5. Future development of Int 116 should be subject to Planring Commission approval. Access to this parcel should not be to Durhe.m Road. 6. A bus smelter and pull-off lane should be provided along Durham Road to make use of public transportation to serve the future needs of prospective residents. III . STAFF RECOMMENDATION: Staff recommends approval of the Preliminary Plan for Stage II with the following conditions: 1. Planning Commission to dictate specific density for Stage II. 2. Lot 116 to be presented before the Planning Commission at a later date. STAFF P.EPORT AGENDA 5.4/ZCPD 1-80 TIGARD PLANNING COMMISSION September 2, 1980 Page 4 3. Temporary access to Durham Road shall be granted for a period not to exceed two (2) years from the date of approval of this Zone Change. An application for extension of this time may be made only if access through Kneeland Estates, a new Subdivision to the east, is not available. Provide plans for restoration of temporary access, the cost of which is to be included in the public iirp rcvements' bond. 4. Specific plans shall be su'-imitted to the Public Works Director for all Mork proposed in the drainageway. Plans shall be approved by the Public Works Director prior to commencement of any work on the site 5. Deed restrictions shall be made a part of the Declaration of Conditions and Restrictions clearly statins• that each property owner shall agree riot to remonstrate against the future improvements to Durham Road. This statement shall be included on e�lch deed, and if it is not, Tualatin Development Company, Inc. , the Applicant, hereby agrees to sign a Non-Remonstrance Agreement for the improvement of Durham Road for the entire parcel being considered as Stage I and Stage II Copper Creek. The Declaration of Conditions and Restrictions, Purpose of Assessments, shall include language to provide for drainage and erosion control. 6. All lands south of River Wood Lane except platted lots, south to the Tualatin River, shall be dedicated to the City of Tigard for open space/ park purposes. A metes and bounds legal description for this land shall be made a part of this dedication. Dedication shall be made prior to the issuance of Building Permits for any unit constructed in Stage II. 7. A t,•,.s shelter and turn-out lane shall be designed for Durham Road al-atting this property. Plans shail be approved by the Public Works [).sector and Tri--Met prior to t'-ie issWulce of. Building permits. Bonding shall Le provided. H. Applicant shall apply for permission to operate model. nouses in cc_. junction with this development. All signs within this development shall be approved by the Planning Department prior to installation. 9. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this have been carried out by the appropriate Jopartment. 10. No minor land partitions shall be made in reference to thin project t.uless f,-)rmal application is made to the City of Tigard Planning Department and the minor land partition is approved and recorded. w w STAFF REPORT AGE-,,:DA 5.4/ZCPD 1-80 TIGARD PLANNING COMMISSION September 2, 1980 Paye 5 11. No changes will be made to approved plans or specifications unless formal application is made to the appropriate City department and change, are approved by that department. Application for changes will be mac'.e in writing and shall include applicable drawings. 12. Grading plans and construction plans on all work shall be submitted and approved by the Public works Director prior to commencement of work. Street improvements be constructed to the approval of the Public Works Director prior to the recording of the final plat or issuance of Building Permits. 13. Public water service and sanitary service shall be installed to this site prior to the issuance of Building Permits. 14. All existing or proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Director. 15. No Buil.iing Permits shall be issued until the expiration of the twenty (20) day appeal periud rrom the date of approval. 16. That a bike path shall be constructed connecting Pick's Landing with Cook Park. Aoward P1 ning Director CITY OF TIGARD, OREGON ORDINANCE NO. 80- AN ORDINANCE ADOPTING FINDINGS WITH RESPECT TO AN APPLICATION FOR AN AMENDM?NT TO THE 1970 ZONING MAP OF THE CITY OF TIGARD AND FIXING AN EFFECTIVE DATE. COPPER CREEK PLANNING DEPARTMENT REFERENCE INFORMATION: Tax Map 2S1 148, Tax Lot 100, Project Address south of Durham Road, east of Serena Way at Pick's Landing Subdivision, File Number ZCPD 1-80, Present Zoning Designation Washington County RS-1, Zone changed to City of Tigard R-7PD "Single Family Residential Planned Development District, Applicant Tualatin Development Co. , Inc. THE CITY OF TIGARD OPDAINS AS FOLLOWS: SECTION 1: Finding that the lands hereinafter described are now classified as Washington County RS-1, and further findings that pursuant to procedures, the abovestated application for a zoning map amendment was presented at a public hearing held by the Tigard Planning Commission on September 2, 1980. All interested persons were afforded an opportunity to be heard at this public hearing and thereafter the Planning Commission filed its report with the City Recorder, a copy hereto attached and by reference made a part of. The Council adopts the following substantive findings: A. That this application is in conformance with the R-7PD "Single Family Residential Planned Development District" designation on the NPO #6 Plan which is a portion of the adopted Tigard Comprehensive Plan, and B. That the proposed zoning is compatible with the surrounding neighborhood as determined by the Tigard Planning Commission. SECTION 2: Therefore, pursuant to the requirements of Chapter 18.88 of the Tigard Municipal code, this request for an amendment to the Zone Map of the City of Tigard is hereby approved subject to provisions of. Chapter 18.20 of the Tigard Municipal Code as embodied in adopted Exhibits "A" , "B", and "C" attached and made a part of this Ordinance. The zoning designation of the subject property is hereby changed to City of Tigard R-7PD "Single Family Residential Planned Development District. Exhibit "A": - Legal Description, Exhibit "B" : - Tax Map, Exhibit "C" : - Staff Report And Further subject to the following conditions: 1. planning Commission to dictate specific density for Stage II. 2. Lot 116 to be presented before the Planning Commission at a later date. ORDINANCE NO. 80- ZCPD 1-80 witMULM 3. Temporary access to Durham Road shall be granted for a period nog to exceed two (2) years from the date of approval of this Zone Change. An application for extension of this time may be made only if access through Kneeland Estates, a new Subdivision to the east, is not available. Provide plans for restoration of temporary access, the cost of which is to be .included in the public improvements' bond. 4. Specific plans shall be submitted to the Public Works Director for all work proposed in the drainageway. Plans shall be approved by the Public Works Director prior to commencement of any work on the site. 5. Deed restrictions shall be made a part of the Declaration of Conditions and Restrictions clearly stating that each property owner shall agree not to remonstrate against the future improvements to Durham Road. This statement shall be included on each deed, and if it is not, Tualatin Development Company, Inc. , the Applicant, hereby agrees to sign a Non-Remonstrance Agreement for the improvement of Durham Road for the entire parcel being considered as Stage I and Stage Ii Copper Creek. The Declaration of Conditions and Restrictions, Purpose of Assessments, shall include language to provide for drainage and erosion control. 6. All lands south of River Wood Lane except platted lots, south to the Tualatin River, shall be dedicated to the City of Tigard for open space/park purposes. A metes and bounds legal description for this land shall be made a part of this dedication. Dedication shall be made prior to the issuance of Building Permits for any unit constructed in. Stage II. 7. A bus shelter and turn-out lane shall be designed for Durham Road abutting this property. Plans shall be approved by the Public Works Director and Tri-Met prior to the issuance of Building Permits. Bonding shall be provided. 8. Applicant shall apply for permission to operate model houses in conjuc:tion with this development. All signs within this development shall be approved by the Planning Department prior to installation. 9. No Occupancy Permitsshall be issued until all conditons placed upon this development by the City of Tigard have been satisfied and inpections verifying this have been carried out by the appropriate department. 10. No minor land partitions shall be made in reference to this project unless formal application is made to the City of Tigard Planning Department and the minor land partition is approved and recorded. I 11 . No changes will be made to approved plans or specifications unless formal application is made to the appropriate City department and changes are approved by that department. Applicati-m for changes will be made in writing and shall include applicable drawings. 12. Grading plans and construction plans on all work shall be submitted and approved by the Public Works Director prior to commencement of work. Street improvements be constructed to the approval of the Public Works Director prior to the recording of the final plat or issuance of Building Permits. ORDINANCE NO. 60- 1 ZCPD 1-80 Page 2 13. Public wcter service and sanitary service shall be installed to this site prior to the issiance of Building Permits. 1.4. All existing or proposed utilities shall be placed underground. Street .Lights.ng i• stallations shall be approves by the Public Works Director. 15. No Building Permits shall be issued until. the expiration of the twenty (20) day apreal period from the date of approval. 16. That a bike pai:h shall be constructed connecting Pick's Landing with Cook Park. SECTION 3: This ordinance shall be filed with the recording office of Washington County. This ordinance is not effective until so filed according to ORS 92.048 (4) . SECTION 4: This ordinance shall be effective immediately after its passage by the Council and approval of the Mayor. PASSED: By vote of all Council members present this day of 198 after being read two times by number and title only. Recorder - City of Tigard APPROVED: By the Mayor this day of , 198 Mayor - City of Tigard M♦ OPDINANCE NO. E10 ZCPD 1-80 --� Paqe 3 � r CITY OF TIGARD WASHIIJGTON COUNIY,OREGCN July 16, 1980 TUALATIN DEVELOPMENT CC., INC. 15 300 SW 116th Avenue Tigard, Oregon 97223 REFERENCE: ZONE CHANGE PLANNED DEVELOPMENT, ZCPD 1-80 (Copper Creek) Located sa,.1th of Durham Road, east of Serena Way at Pick's Landing Subdivision (Wash. Co. Tax Map 2S1 14B, Tax Lot 100) . Dear Sir: The Tigard Planning Commission on July 8, 1980, has voted to recommend to the City Council that your request for a Zone flap Amendment from Washington County RS-1 to City of Tigard R-5PD "Single Family Residential Planned Development District" for Stage I Copper Creek - General Plan Review AND For a Zone Map Amendment from Washington County RS-1 to City of Tigard R-711D "Single Family Residential Plann-2d Development District" for Stage II - Preliminary and General Plan Review be approved subject to the following conditions as outlined for Stage I and Stage II. STAGE I 1. A Homeowners' Agreement be prepared for the maintenance of the sensitive land areas to the east of this site to include brushing, tree pruning, etc, prior to issuance of Building Permits. This Agreement shall be approved by the Public Works Director and the City Council. Should future development be approved for the remaining areas (Stage II) a similar Agreement shall be drawn to ensure that the complete area is maintained and protected. 2. A restriction shall appear as a part of the Final Plat indicating that each parcel owner shall not remonstrate against the future formation of a Local Improvement District to improve Durham Road. 3. All public streets shall have fifty (501) feet right-of-way, thirty--four (34') feet of paving. Sidewalks will be required on beth sides of all streets except in cul-de-sac bulbs. 4. Necessary right-of-way dedicatiin shall be made to provide forty-five (45') feet from the centerline of SW Durham Road to the property line ;ilonq the entire northern boundary of this property. 12410 SAPV. MAIN P.O. BOX 23347 TIGARD, OREGON 97223 PH: 639-4171 M ZCPD 1-80 (Copper Creek) Page 2 5. All Conditions under Title 17, Tigard Municipal Code, shall be adhered to in filing the Preliminary and Final Plat for review by the various departments of the City. 6. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this have been carried ou-t_ by the appropriate department. 7. Grading plans and construction plans on all public rights-of-way shall he submitted and approved by the Public Works Director prior to commencement of work. 8. Public water service and sanitary service shall be installed to this sit(-- prior to the issuance of a Building Permit. 9. All existing or proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Director. 10. No Building Permit shall be issued until the expiration of the twenty (20) day appeal period from the date of approval. 11. That street improvements be constructed to the approval of the Public Works Director prior to the recording of the Final Plat or issuance of Building Permits. I 12. All existing easements recorded with this parcel shall be reviewed wiih Applicant and the City prior to filing of a Preliminary Plat. 13. That all building placement shall be shown for all lots prior to the issuance of Building Pemits. STAGE TI 1. Planning Commission to dictate specific density for Stage IT. 2. Lot 145 to be presented before the Planning Commission at a later date. 3. Temporary access to Durham Road be allowed until Kneeland Estates is developed at which time temporary access s'ial.l be removed. Public transportation shelter and bus turn-out lane shall be provided on Durham Road for use by property owners. Design plans to be submitted for review prior to issuance of Building permits for Stage IT. 4. Specific plans shall be submitted to the Pnh11r- Works Direc.,toz for all work proposed in the drainageway. Plans shall. he approved by the Public Works Director prior to commencement of any work on the site. MumMIAALMKK��MMAALMNAA�� ZCPD 1-80 (Copper Creek) Page 3 S. Deed restrictions shall be made a part of the Declaration of Conditions and Re3trictions clearly stating that each property owner shall agree not to remonstrate against the future improvements to Durham Raod. This statement shall be included on each deed, and if it is not, Tualatin Development Company, Inc. , the Ap_,l.icant, hereby agrees to sign a Nonre_mtrance Agreement for the improvement of. Durham Road for the entire parcel being considered as Stage I and Stage II Copper Creek. 6. All lands below the 130 foot elevation south to the Tualatin River shall he dedicated to the City of Tigard for open space/park pur?uses. A mets and bounds legal description for this land shall be. made a part of this declication. Dedication shall be made prior to the issuance of Occupancy Permits for any unit constructed is Stage II. 7. A bus shelter and turn-out lane shall be designed for Durham Road abutting this property. Plans shall be approved by the Public Works Director and Tri-Met prior to the issuance of. Occupancy Permits. 8. Applicant shall apply for permission to operate model houses in conjuncticcn with this 3evelopment. All signs within this development shall be approved by the Planning Department prior to installation. 8a. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this have been carried out by the appropriate department. 9. No minor land partitions shall be made in reference to thiL- p-oject unless formal application is made ) the City of Tigard Planning Department and the minor land partition is approvod and recorded. 10. No changes will be made to approved plans or specifications unless formal application is made to the appropriate City department and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings. 11. Grading plans and construction plans on all public rights-of-way shall be submitted and approved by the Public Works Director prior to commencement of work. 12. . Public water service and sanitary service shall be installed to this site prier to the issuance of Building Permits. 13. All existing or proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Director. 14. No Building Permits stall he issued until the expiration of the twenty (20) day appeal period from the date of approval. 15. Improvements may be bonded prior to issuance ^E Building Permits, however, all improvements shall be made prior to issuance of Occupancy Permits. se.a I MONO&' i w ZCPD 1-80 (Copper Creek) Page 4 16. That street improvements be canstructed to the approval of the Public Works Director prior to the recording of the final plat or issuance of Building Permits. 17. That a bike path shall be constructed connecting Pick's Landing with Cook Park. 18. Tha'- Lots 65 through 80 be reduced to their original size. 19. That the dedication of open space to the City be increased to approximately 4.38 acres. 20. That the developer shall provide a narrative detailing the types of situations where his proposed building standards (which differ from standards in City Ordinances) will be applied. This recommendation has been written in ordinance form and will be considered by the City Cour.cil at its July 28, 1980 meeting, Fowler Junior High School, Lecture Room, 1.0865 SW Walnst Street, 7:30 p.m. At that time, the City Council has tYe following options: approve, modify, deny, remand back to the Planning Commission, or determine to hold a hearing on the record established at the PlanrAn, Commission. 110 additional testimony will be taken by the Council at its meeting. You will. be provided written notice of the Council's action. Sin e1 r 21-e ward �. i.g Director :UI vmc NOTE: This acknowledgement must Yx signed ani returned to the City of Tigard, Planning Department. Failure to return this acknowledgement will result in no further action on this project with regards to issuance of Building Permits or engineering approval. SIGNATURE DATE - - INN MINUTES TIGARD PLAV1iING CM-NIZSION July 8, 1980 Pago 4 5.1; V,'iRIIIT\W �IJ5 (SruCo Clark) 11p0 rrj A request bClark fair a re,-$,f- yard setback variance located at 15th (Vlash..'Co. Tax Map 231 3rJ, Tax Lot 300 Howard readREPORT/and RECOI-TIF11DAWON. Bruce Claryad abrief APPLICANT'S PR SENTATION. There was nfia"TIt NY offered. COIC-IISJLQN DISCUSS_IO?l AND AC ON: Herron MOVED for approval of Variance V 7.80, based 6n staff fl ingn and roconnendation. The motion was seconded by Bonn and carried una imously. Tho president,,'declared a five-min to recess. r 5 ZONE CHMIGE PLAIINED DENELOP14'r21T DISTRICT, CPD 1-80 (Copper Creek) Np0 #6 request by Tua).atin Development Company for a Zone Map endment from Washington County RS-1 to City of Tigard 5PD (Single Family Residential Planned Development strict with a General Plan Review c'' .,Lage I aivl a eli', 'nary and General Plan Review for Stage II locate ;uth ). Parham Road, east of ,Serena Ilay at Pick's Landing Subdivib�on (Wa^h. Co. Tax Map 2Si 1411, Tax Lot 1.00). Stage I: Howard read the STAFF REPORT and P-ECO't`•SIE-IDATIO113 for the first stake of this development. Vlad Voytilla of Taalatin Development Company, Inc., m<Ade the APPLICANT'S PRESENTATI0*1. He expressed apprec.,ation for the help the planning staff had given them in working out the several concerns exprensed by commissioners at the previous hearing. He briefly indi- cated the change thr.y had made from the original layout of Stage I, and stated it was their intention the sensitive lands be maintained in a natural state. Mr. Voytil.la then introduced Joe Walsh of Waker Asnociates, Inc. , of P.eavertnn, the consulting; pl:cnners/engineers for the pro,jec.t. Walsh illustrated the reduction of the size of Stage I by reason of ? ealignment of streets,. Their,. wac no PUBLIC TESTIMONY offered on Stage I. MINUTES TIGARD PL.VRIING CUT,!ISSION July 8, 1y30 Page 5 C01114ISSION DISCUS;',ION 110I1D P,CTICN: Funk questionad -nese oo ti: Tots 1 •- 4• ,valah oxplai.aod access vruuld be by a co=u:1ly-ovmed 30-foot private drive. Snaith raised the question of building stand_-u ds with respect to zero lot linoo, setbacks, etc. With the aid of wall-mounted renderings, ?lalsh explained what they proposed: single-femily attached with zero l.ot line, but no more than two units in one building; building up to lot line adjoining open space, to a.ffurd view; minimum side yard of four feet, with no less than eight fee': between buildings; minimum of 15 foot back yard setback whore back yards abut. Speaker raissed the question of zero lot line whore eaves, for instance, overhang adjoining property. In discussion of possible problems from this arran -,ement, 1,7alch indicated this has ueen dons elsewhere without problemu. He cor=ented he felt many subdivisio.,G have unusable side yards. Smith approved the logic applied to small lot::. Funk questioned the temporary access to Durham Road. Howard asked for a plot plan showing side yard setbacks on each of the lots. ue suggested as Recommendation 1.3, "That all building placement shall be shown for all lots prior to the issuance of building permits." Walsh stated at this point the developer is not in a position to submit this infor^rz- tion. Smith 14OVED approval of ZCPD 1-80, Stave I, Copper Crook, bared or. staff findings and recommendations, including Recommendation 13 above. The motion was seconded by Helmer and unanimously approved. Stage II: Howard read the STAFF REPORT and 10 RECO2•24E DATIONS far Stare II. In the process he clarified'Recommendation 2. by adding "for any portion of Lot 11+511; corrected Recommendation 8 by chnngin;; the word "persons" to "permission; and asked the second rocom=endation numbered 8 to be designated 8a. In the APPLICAIiT'S PRESUiTATION, tor. Voytilla asked that the requirement for 25-foot right-of-ray dedication on Lot 11+5 be removed, because they intend to develop this at some uncertain future date. They may have an alternative to this dedication to provide access without entering Durham Road. With respect to the but: shelter roquired by Condition 7, he called attention to the temporary nature of the entrance to the development at this point, and felt the matter might better be worked out in connection with Tri-Met'a master plan for this: area.. He referred to his previous statement about work to be done in the drainagevay--they rush `o loave it in its natural state so far as possible. He indicated on a mall map of the developmont an inereaue in dodicntion of open space along the Tualatin River from ill to 4.38 acres. To eo this, Lots 65 through 80, which had been enlarged by a portion of this urea, were reduced to the Fire shown in the writter M.IrMTES TIGARD PLANNING CO'vL,II35ION July 8, 1930 Pau-o 6 presentation to the comnisaion. Tint, reduced averago lot L;izo frim L approximately 6,150 square feet to 5800 square feat. He pointed out the two private drive: which serve only 3 and 4 lots reupectively; also the smallest lots (4,250 square feet) between the eastern north- south street and the steep drainageway. He stated the density bonus *heir proposal implies is about 9 per cent as compared with the maximum allowed under the ordinance of 20 per cent. There was no PUBLIC TESTIMONY. The president clarified with staff that this way both the pre- liminary and 3eneral hearing on this subdivision unless there were problems which it was felt needed to be worked out, in which case this would be the preliminary hearing. Smith clarified with Voytilla what amendmento to the conditions prescribed they felt were in -td.er. Tiis resulted in shortening Condition 2 with respect to Lot 145 to the first sentence only--a revision, staff agreed to. COMMISSION DISCUSSIO11 OD k '1^N: Speaker questioned the rationale for the apparent duplication in Condition 5 of deed rostriction3 for the Durham Road LID. Howard explained the timing, w:i.ch makes reference both to purchasers of late and the developer necessary. He also discussed the rationale for the bus shelter and projected greater use of mass transit in the future. Discussion of operation of model houses reoulted in changing "a model house" to "model houses", the number of which is subject to City Council determination. With respect to signs on the property, wording was r,hanged from "revievied" to "approved.11 Howard discussed the density rather extensively. He called atteLtic n to the absence of any amenities provided by the developer; that the dedication offered was for park purposes to be maintained by tht, city; and that by increauing the dedication to 4.38 acres, the lots 65 through 80 were reduced in size to the original plan. Smith questioned whether the continuation of the bike path from Pick's Landing to Cook Park could be made through this development. Howard suggested that might be added as a requirement on the deve?oper. He pointed out the detelormect would result in a substantial development charge for parks, and that there :as substantial green ares within the development, : lthou�;h maintained by the residents. Funk questioned the area within the N-5 zone. Howaru explained hin calcllations of allowable density under- the ;,oning on admittedly difficult terrain. He called attention to the difference between his calculation or density on the whole project (including Lot 145) of 132_ unit:,, ve -sus the 144 asked for here plus an estimated 15 more units in the eventual development of I.ot 145, or a project total of 159• (Note: 159 divided by 132 = 120.45x.) .., MINUTE TIGARD PLANNING CMIISSION July 8, 1980 Page 7 Speaker que.:;tionod some provi:,iuna in th-o Dcclar,atiou of Condi- tions and Restrictions, particularly the provision for assessments on the basis of the number of occupants. Voytilla responded these were only general, and would be rewritten by their attorney. Speaker questioned at what point of development the residents would have control of their civic association, which is a matter that would be included in the by-laws of the civic association, which are not now available. He refarred to the :ontrol that the developer of Pick's Landing has of that civic association until a very substantial portion of the development has been moved int,,. The president questioned whether the planning commission should get into this kind of legal detail on a development, although recognizing the validity of the concern. After come discussion anon; Smith, Tepedino and Howard it was left that Speaker would express hin corcurne in this respect in writing; to .;he planning staff and the City Council, since final approval (including the final form of Declaration of Conditions and Restrictions) must be given by the Council. Helmer questioned the 20-foct setback from the ci., b to the garage door. He called attention that this is not a development for senior citizens. Smith suggested the younger people no longer can afford multiple cars, and cars are getting a little shorter. Snaith 14OVED for kpprnvgl nt both nro�liminar• and general plan review level of State TT or nrn - , opper Creek, based on staff findings and ret;ommenda�ions, with the following amendments: ••* 1.9. Condition ?: delete all but first sentence. ••" Condition ;{S to read: "Applicant shall apply for pe:mission to operate model houses in conjunction vrith this development. all signs within this development shall be ,approved by the Planning Depart- ment prior to installation." ••• The second Condition numb^red 8 renumbered 8a. ••" Add #17: That a bike path shall be constructed connecting Pick's Landing with Cook Park. ••• Add f#18: That Tots 65 through 80 be reduced to their original size. ••• Add ##19: That the dedication of open sp,nce to the City be increased to approximately 4.38 acres. ••• Add ##2.0: That the developer shnll provide a narrative detailing the types of situations where his proposed building standards (which differ from standards in city ordin;inces) will be applied. The motion was seconded by Bonn and carried unanimously. STAFF REPORT AGENDA 5 .5 TIGARD PLANNING COMMISSION July 8, 1980 - 7:30 p.m. TIGARD SCHOOL DISTRICT ADMINISTRATION OFFICES BOARD ROOM 13137 SW Pacific Highway - 'Tigard, Oregon DOCKET: ZONE CHANGE PLANNED DEVELOPKENT, ZCPD 1-80 (Copper Creek) NPO fib APPLICANT: TUALATIN DEVELOPMENT CO. , INC. OWNER: SAME 15 300 SW 116th Avenue Tigard, Oregon 97223 REQUEST: For a Zone Map Amendmenc from Washington County RS-1 to City of Tigard R-5PD "Single Family Residential Planned Developmerc District" for Stage I Copper Creek - General Plan Review. AND For a Zone Map Amendment from Washington County RG-1 to City of Tigard R-7PD for Stage II Copper Creek - Prr:l.iminarf and General Plan Review. LOCATION: South of Durham Read, east of. Serena 'Jay at Pick's :.andinq Subdivision (Wash. Co. Tax Map 2S1 14B, Tax Lot 100) . PREVIOUS ACTION: Original application was made on January 3, 1980 . The Planning Commission Tabled the original application on March 13, L980 to allow Statf and the Applicant to work out major difficulties. Applicant requested that Stage I be reviewed by the Planning Commission in a letter dated March 27, 1980. On April 15, 1980, the Planning Commission agreed to review Stage I •- twenty-three (23) lot subdivision off Pick's Landing, Serena Way. On May 20, 1980, the Planning Commission approved the Preliminary Plan for Stage I with modifications to Staff Recorrinendations (Reference Minutes of May 20, 1980 Planninq Commission Meeting) . Applicant is new requesting General Plan approval for Stage I, R-5'2D - which has been reduced from twenty-three (23) lots to fourteen (14) lots. Applicant is requesting a Preliminary and General Plan Review for Stage II, R-7PD. STA':E I 01, 5PD) COPPER CRrGiC I. FINDINGS OF FACT FOR STAGE t, R-SPD: 1. Zone Change request: is in conformance with the land-use designation in the Comprehensive Plan . 2. Area has been zoned R-5 on the Comprehensive Plan by Ordinance Number 7%'-44 approved May 21, 1979. 3. Durham Road abutting this property to the north is in substandard condition. A dedication of right-of-way to allow forty-five (45' ) feet from the STAFF REPORT AGENDA 5.5, ZCPD 1-80 TIGARD PLANNING CObLMISSION July 8, 1980 Page 2 centerline of Durham will be necessary to create the ninty (90') foot right-of-way in conjunction w,.th future development or. Durham. Applicant has agreed verbally ire the test to provide this dedication. 4. Sewer service is available to these lots through lines constructed in relation to the development of Pick's Landing. 5. Lotting patterns have remained outside the sensitive land areas as requested by the Planning Commission on May 20, 1980. 6. Stage I -:ntains fourteen (14) lots which has been reduced from the original request fo- twenty--three (23) . This configuration resulted from the re-alignment of a street (cu'.-de-sac) to sezve property to the south. II. CONCLUSIONARY FINDINGS: 1. Necessary right-of-way dedication on Durham Road should be made to the City. 2. Half-street improvements will be made to Durham Road in the future. A deed restriction should be placed on each parcel which binds the property owner to a Non-Rerw nstrance Agreement for this Local Improvement District. 3. The sensitive land areas have been excluded from Stage I. However, a Homeonwers' Agreement should provide for the maintenance of this area for both Stage I and Stage II. Further, all improvem(-nts in the common area including cutting and trimming of dangerous treeL and limbs, brushing, trails, stream improvements, erosion control, etc. , must be accomplished as u condition of acceptance of public improvements. III. STAFF RECOMMENDATION: Staff recommends ai proval of Stage I - Copper Creek with the followinq conditions: 1. A Homeowners' Agreement be prepared for the maintenance of the sensitive land areas to the east of this site to include brushing, tree priming, etc. prior to issuance of Building Permits. Thi: Agreement shall be approved by the Public Works Director and the City Council. Should future develop- ment be approved for the remaining areas (Stage II) a similar Agreement shall be drawn to ensure that the complete area is maintained and protected. 2. A restriction shall appear as a part of the Final Plat indicating that each parcel owner shall not remonstrate against the future formation of a Local Improvement District. to improve Durham Road. Jwti1 STAFF REPORT AGENDA 5.5, ZCPD 1-80 TIGARD PLANNING COMMISSION July 8, 1980 Page 3 3. All public streets shall have fifty (50' ) feet right-of-way, thirty-four (34' ) feet of paving. Sidewalks will be required on both sides of all streets except in cul-de-sac bulbs. 4. Necessary right-of-way dedication shall b� made to provide forty-five (451 ) feet from the centerline of SW Durham Road to the property line along the entire northern boundary of this property. 5. All Conditions under Title 17, 'Tigard Municipal Code, shall be adhered to in filing the Preliminary and Final Plat for review by the various depart- ments Z the City. 6. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and ir.speccons verifying this have been carried out by the approcriate department. 7. Grading plans and construction plans on all public rights-of-way shall be submitted and approved by the Public Works Director prior to commencement of work. 8. Public water service and sanitary service shall be installed to this site prior to the issuance of a Building Permit. 9. All existing or proposed utilities shall be placed widerground. Street lighting installations shall be approved by the Public Works Director. 10. No Building Permit shall be issued until the expiration of the twenty (20) day appeal period from the date of approval. 11. That street improvements be constructed to the approval of the Public Works Director prior to the recording of the Final Plat or issuance of Building Permits. 12. All existing easements recorded with this parcel shall be reviewed with Applicant and the City prior to filing of a Preliminary Plat. kv r [2C ( • 5[i [_ [- F� t;� Al J,e c+-Z <<�[' r<-) )W(" etI�1'gJr t < r rl .` .1�r� J �+'1 .��c• [ I 11 STAGE II (R-7PD) COPPER CRI.EK STAFF NARRATIVE There are several portions of this application which need to be carefully considered by the Commission. The greatest concern of Staff is the density issue. The NPO #6 Plan and the Comprehensive Plan designate the majority of the land in Stage II as R-7 "Single Family". A very small portion of the land is designated R-20, Open Space and Floodplain. The Applicant has agreed to dedicate approximately 1.5 acres of floodplain to the City. The area designated as Open Space in the NPO Plan will. not be built upon. LoL 145 has been excluded until a later date. A large area of sensitive land (steep slopes and drainageway) cuts the property north to south. r STAFF REPORT AGENDA 5.5, ZCPD 1-80 TIGARD PLANNING COMMISSION July 8, 1980 Page 4 In the past, we have had a difficult time with density calculation under the Planned Development District designation. In exchange for public dedication of open space, usually floodplain , we have allowed an applicant to increase the overall density of a project. Copper Creek Staqe II presents a different picture. Staff has computed the density as follows: Total Site Area 39.38 acres Less Stage I 2.70 acres Less Lot 145 2.50 acres Less sensitive lands 11.50 acres 22.68 acres Less public improvements of 223 4.98 acres STAGE II BUILDABLE LAND 17.7 acres 1.7.7 K 43,560 square feet/7500 square feet 103 Units, Stage II Lot 145 (later) 2.5 x 43,560 square feet/7500 square feet = 15 118 STAGE I i4 132 TOTAL UNITS Now the only question remaining is should a "density bonus" be granted? Note that only 1.5 acres is an outright dedication to Tigard. Note also that these calculations are for an underlying P-7 Zone . If you approve a higher density, you reduce the size of each lot and you approach the R-5 Zone minimum lot size. As it is proposed, the average lot size is 5800 square feet in Copper Creek. Minimum allowed in the R-7 Zone is 7500 square feet. The "usable open space" issue needs attention. As no public dedication of this land is contemplated by the applicant, Staff suggests that all improvements to the open space areas be made at the same time as the public improvements are done . All underbrush, dead vegetation , etc. shall be removed, the drainageway shall be cleared and paths shall be installed, erosion control shall be accomplished. Staff suggests a public dedication for park purposes of the open space to the south and a dedication of the floodplain. If this were done, it would be possible to consider a small "density bonus" for the remainder of the project. Open space and floodplain was dedicated to the City in Pick's Landing. It is our suggestion that the park area be continued through Copper Creek to Cook Park. STAB F REPORT AGENDA 5.5, ZCPD 1-80 TIGARD PLANNING C=%USSION July 8, 1980 P a q e 5 Lot 145. Applicant proposes to develop this parcel at a later date. Staff is c- -irned that access to Durham Road will. became an issue and we, therefore, suggest that a twenty-five (25' ) foot frontage road strip be dedicated to the south of and along Durham Road to serve later development in this area. The "temporary" access to Durham Road will be discontinued if a Local Imp rovemcant District for Durham Road is formed or when Y.neel,3nd Estates is developed. The setback standards vary from the underlying zone designations and the Commission should examine them carefully. Applicant has prepared typical lotting patterns and proposed building locations for review at the public hearing. The "Declaration of Conditions and Pestrictions" is not specific enough relative to the deed restrictions for Non-Remonstrance Agreement for the improvement of Durham Road. Specific language should be added. The "Model House" Ordinance of the City should be used as a guideline by the applicant. I. FINDINGS OF FACT: 1. This portion of Copper Creek is designated on the Comprehensive Plan as R-7 and R-20. There is approximately 1.5 acres of floodplain included on the Tualatin River. Applicant does not propose to develop in the R-20 area (5.47 acres) designated as open space. 2. The NPO #6 Plan ' iotes an area of open space between the floodplain and the 132 foot el, .._ion. Applicant does not propose to develop in this area. 3. Approximatel} five acres of this property is urainageway. 4. Applicant has requested that Lot 145 not be developed at this time (2.5 acres) . 5. Density calculations would 41low approximately 103 units to be built on buildable portions of site. nderlyino zone is R-7 with 7500 square feet per lor. as a minimum. The majority of the lots presented in this proposal are below the minimum allowed by Code. Under the Planned Devel(?pment designation , an increase in density could be allowed. The Planning Commission has c:onsi.dere- this increase in the past:, if the developer dedicated ..and for public use. Applicant has agreed to dedicate 1.5 acres of floodplain. 6. All public rights--of-way are shown as fifty (50' ) feet dedicated with full-street improvements. Ii . CONCUISIONARY FINDINGS• 1. Applicant is proposing a d. nsity above the R-7 Zon^ allowances. The Planning Commission must decide whether or not to ,allow this density untie,. a Planned Development designation. The drainagew.-y cluar.ing and improvement should be carefully reviowed with Applicant to ensure that the area is protected ani, maintained. � i - - 48" MAK i 12 " 12 '-•II 11 1 -1 -}^ •• � •• /V 4"x 4' r 6' . 4 , —see note numner 4 CURB S • 4FFTJ r r.yA rnCE OF CURB % r I - STIlEF T � • IIS ,'�,J• • - • NOTES .' I POST SHALL BE SFT IN CUNCRFTF: t 26"DEEP 2 .Ut,41PFR 'S TO BF STANUAftO OR F,E ' TEq GRADE. .- — UTILIZE C("U�IR CR PRF`SURF TREATt L MATERIALS ' 3 HEIGHT SHOWN IS U S.POSTAL SERVICE SPEC. - I 'A^.E OF E3OX TO RE FLH W US ,TH C F X - - - 5 E,+AX. OF 4 MAILBOXES EVENL-, EOINIJR9 - (--�� EACH CLUSTER - EXP I/2"PRE-Ni ULDED EXPANSION J JOINT 7JOINT FIrLER APRON SLOPE S;DIWA • w 5�n� -A \\ SON i" R IIi A L T tt A FACE OF CURB -- 211 APRON SLOPE = 0.0729 1 T--C- - - — -- _ =TOP OF CURB EL La • n e,• � s- ; c, —Q F RAJ - -A CONCRETE SIPF'AAK SECTION A-A g" ! DIMENSIONS (ft ) " /� PR.0 P•RC. - _ fj`6`RA01US R NSyER�,E EXPANSION; JOINTS � x � IO I 12 1 14 I 16 I 18 120 � s Aolus -- I TO BE PROVIDED AT EACH POINT OF NOTE: CONCRETE SHALL HAVE A MIN. PT �' - - - � 5'-0" TANGENCY OF THE CURB 1 AT OTHER BREAKING STRENGTH OF 3000 ..PT I 3 ( a PSI AFTER 28 DAYS. I LOCATIONS ,S RcGL!IRED TO LIMIT THE 2' 6" ' SPACING TO A MAXIMUM OF 20 FT MAIL 80x CLUSTER 2 -0 yy ;*!t+ p •}- y- J �T r y. �ir��®�N��/�i� A/// � /I f�.�rl I�Y II _G_-___ISI/WI �RIAL • lu ��t.�;7 CiL'� �V�U�U '�1`I V*\ CURE r i=xT�',UOED MATERIAL WITH A MINIMUM GrP.�JW/NG ND. ;71-,4_,?y "� 1 • THICKNESS OF 1/211 . 93, , ( EQUAL SPACING f-- TRANSVERSE CONTRACTION JOINT r-s 0'-6" ' l SPACING TO BE NOT MORE THAN 10 FT + , .�1 CURB SHALL BE AT �"�.�� •;�"+t•••�' LEAST ONE FOURTH OF THE CROSC - o ' �• SIDEWALK I CLUSTER SPACED ALONG Ria w v' P F qa SIrCTIONAL AREA 6-0 D RE E ALE ;' ; •`,� WITH 4 BOXS TO A CLUSTER, ALTERNATELY .'• . CONCRETE BREAKING' S•TRENGTN �� GRADE TO MATCH PLACED ON EACH SrDE CF TME STREr T. SIDEWALK SLOPE. 2'+6" UTILITY STRIP TO BE 3000 P'.S I. AFTER 28 DAYS . 9 � ��r. __. __ ._..-_...-_. .. .,. .. .. .• ._ �s ► TYP/C�Z MA/Z BOX CLI�s'TE�P L QCads, N 1,,RV t1/i 167 w0 7.5-.4 AU Y.` c:• + + 1 r - N { 611 3/4 r I 1 w I 5' 0" 32 0" .I ► ",. It�• ;r +,a .' • ' .� •v• OI—`,,1 2-6" 51-OII O'_ 611 , ?�' 1 vi`, yb•+', ,• 1 4 p t1' V L I " _ 10-0" 16- 0Al / •. 1 11 l p ' A. ; '� 1/2 MAX"R T �,, o• _ 'v .� - \� /y� j, `- ?j? •ems •�;' ti '.C.�••,j„• ..� - •i_1b• • • • GRADE TO 'HATCH e' L3/4"-0" CRUSHED ROCK LEVELING G'�"�^eA rnt ;•` �. C.' �0 SIDEWALK SLOPE. ':•„ • •- 1 " CONDITIONS .4• r.M,v.w-•1+-. ,li Y , 0 .S _ �.... ..._.- • " . A _ :• � a•y 0 -•1 COURSE Ao SOIL REQUIRE �Q 4 .4 A, G I I 14-0 14'-0" ill D4 " ' A d :4 I I i I 4p Q',' 1) WX 10"Galvanize Sq. Head Machine Bolts I i T d a a p' SIDEWALK SLOPE 0.0208 With Weshers. 28alts Per. Roll Per Post, „ O v Q O-4 q Q � •p. ' o p 'd' RAMP SLOPE 0. 0 9 1 7 a pp 4 OO o p a 2)4"X 6" Post-Trooted A,od Pointed WAIN 1 CONCRETE BREAKING STRENGTH TO « 8E V P.S.I. AFT AY 3) 2"X A Cross Rolle-Reels To Be Pointed Slofa With White 300ER 28 DAYS Jtetleetiri:ed Stripe. . � �Tif1'EET BAiPif'/�C"�4AE �'`r ' • ST•4N0.4�'l? CU�E'B r9�/c, YCL E A/�/D I�V,L/�"�'�CN�i/�P' k'�M� . a P�4WIAi6 ,W 7.4.4-fWe , ORWNIMS NO. 71-W-le REVISIONS �i REVISIONS �/UL Y If4f, Job Number De�rlgned Under ne �'°rt DETAIL SHEET iiiFFF .y ' }� r� iI11 L Score NONE -y Of � Rt ITO V'-- 11 O E ENOIN •p• �,� �E�o.. p��,rV�A. Drown Br ,PM COPPER CREEK : STAOE 3 E a ShAet R �ri ti Registered Civil Wgineer No. BIRD 0 17 T' H '$ T V A N V;;O lJ V E R . WA r �Df, 'w� 61695 341 (503)2896726TIGARD, Checked RI, O.-4' x .4/9. ORE , COPPER GFr.EEk:; NO -� • ,.�;•!314., .1l..d r.v- . 7 l.'f' �" • I , .._.._ , ., ' "'' `' •,! -� �I 1 1+1 (�t iYj i i 1)1 � I'i i I 1 i I T I j t I i t( !I i !I I !(t I`�� I I( I I I i I i 1 I i 'Mt'�,�"+ ,,,'r '"r �l�ii '°_ ...._._•..._.._......_.. , . ' I1�1 t Ill t ( '1 I� ( I 1'li t� I I I I I I I�II111 Ili Ili III elf 1 1 1 1 1 1 r I I I I I I I I f l f fll _-. NOTE: IF THIS MICROFILMED I 2 3 4 5 s 7 B 8 IO II 12 al DRAWING IS LESS CLEAR THAN 1 THIS NOT ICfi-1 1T IS DUE TO _HE QUALITY OF TEE ORIGINAL - '" " DRAWSNG. OIC 62 82 12 92 SZ f2 C2 22 18 Olt sf 81 L I 911 5 t is I E I c l I I 01 _d� J • L 41 IS-- �-.I� �I'-.- """r" " Y•� ��ltllnilffuluffliiulfffilnn�tfifliii�1u�1111Iiiifltiiilififlulf�ifglfn�11It1i1�Nil�liilHt�tl�Htllllt,lirlliti1�1111�1nf�ililliluil�liNlllHllltl�lNIIIIIIIIIlII1111�ilIIIIIII�Itilltifll�ll)N}�tlflulinilii111tuilltllllllUlN01IW1IW�Iu11l1l�llu�tlullul�{1)IIuN R ..... JUNEI 4 19 u 2 Y rN i»1 J , JV'.<<•k..' Z ! 1 ! �` �'{" �_ 1- �. ' L"�I*,. �_ k 11 �s �j''`r s ,i 1' 1 1•Vl.� :' w ..- _ . _._....._....._.— �r+r....� --- ----- �i�---------•r IJ7 1 xJ , _- "i ' �L It,Vv r. 1,1 -tib � + �'•� �i .'� ►•.� 1 I ,' ,_,•. J � � �±;t ! 4.t^ t ��o lot, t+ i(. L 4.1I.G.L. . wj,T,-)P' t v.�1�tY lJl► l C `11T C. 44 .e'er• \ \\ \ I �.1 t / �� \ `\ �� `' •. � _. �' � � � r ' � pts, � � Tj � 1 ciYUi t�'9f t�11G,X, t�Y� `1�.!-� k'' 1�i _ �' \j)1,ti i. `5 r� WL ClU 3 A- _'. 7) ILIX�_.1-1 7C.: 1 1=S\t��, .Cc" �i .�,.Y '! '.�;';" •� , . ._x..l�• _ ... _..... _ __...�. "i juk 11tjA__ 1 *C i' ,'_.• .r l '"_-_�'w� _.--•--�.._ �1 �r� •\:3 L! �1�. i.�.� 13 �,,j rim ,\, / •�,, _ �;,�,G J� t ,~E �"---! 1 .lac/aV�' `lo�J I __.f j FL.-WN .fin , d ; 1 LAW111% L� � :�.TC �.:X15�� I,`'+�..� G'4'.t;:,�IKi.`� �..i t't.}1_C$ ��ir►,t � �G L'f.�+ �.� � t'��4�': T r ^r 71-A1A7 vu-_:b PuCt:► ' t.1� J t ;1�„► - �`; itst�11�'(h 1 \ r� �� i KClt`11Y1 C_z -it 1Z ti S_ULb i , tl t.VW4:Il. CQ�k1L � ' r.w+►+r+�r��.R,e,.�.,.•+rrr".r«..ur�r,�,�•rl,r„�.+�,i„r,►�wa�* w�as,� .. PORTLAND GENERAL ELECTRIC COMPANY N� WESTERN DIVISION PH. 643w5454 14655 S. M. OLD SCHOLLS __ FERRY RD„ BEAVERTON, OREGUN 97007 DR DATE TITLE FUNCTION�� N� B I TRACING � CIRCUIT Y ..� �..,� �� .�►,r`• L 1�'►'�1tt J('�a., ;.,•r,.' C' ,. C r 14.X. �tK S E C: T i C7 N SCALE r.,C�I''F 'I::..!"' (..:It'I:�.E:..I' . i'r•I(::i ?; _ +Aj t~'�L , 1 la�.� at�,I IT, REV DATE �., C � � A ..�_...�.. APPROVAL BY. _. r� 7-'a _l.. t SHEET OF Mm va- AMP Alb ��, � � �'t1 � � 1 � 1 t ili � �li il�_ � � +t<li 1 i �' ,��. 1 � 1I11 � 1 ;1jt�1"�� II � ' ...111 1 �>I' Ljj--11♦I II III III III �� 1 � 1 II1 111 r 1 I r 1 1 1 I 1 1 � � 1 1 � � � 1 i 1 f' 1 1 1 1 1 a 1 � � � 1 � 1 � _ . r NOTE : IF THIS MICROFILMED I -��-i---2 -ti-�•-�• ,._ 4 5 6 7 � r� g I O I I 12 �4 j DRAWING IS LESS CLEAR THAN THIS NOTICE-,-' IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE �z sz ,c z 9z Sz bZ EZ zz 12 Oz 61 81 L I 91 SI b l I-' I al I 1 01 �• • n,, ' +�1I111111111�111111111I111�111�1�11111111 I�II�IIII�I111111111i1111ful111111111r, 411fill 11111IIIA 111111111Ill 1Ill Ii1�11111l111t1111l11H ��1�11111�111t�ftil�l111,1#tUlll�ll0��1111�1111�111�1� 11�I11111111�111111111�1!1111I111,�ll111A�I111�U11 ! LI�11 . 11 II �111I JT T XT V 9A A Q Q 9 STAFF REPORT AGENDA 5.5, ZCPD 1-80 TIGARD PLANNING COMMISSION July 8, 1980 Parjr 7 6. All lands below the 130 foot elevation south to the Tualatin River shall be dedicated to the City of Tigard for open space/park purposes. A metes and bounds legal description for this land shall be made a part of this dedication. Dedication shall be made prior to the issuance of Occupancy Permits for any unit constructed in Stage II. 7. A bus shelter and turn-out lane shall be designed for Durham Road abutting this property. Plans shall be approved by the Public Works Director and Tri-Met prior, to the issuance of Occupancy Permits. �errnl�Sloh ' B. Applicant shall apply for ppm to operate a-model housein conjunction with this development. All signs within this developmt2nt shall be by the Planning Department prior to installation . 8 a,ONo Occupancy Permits shall be issued until all conditions placed upon this development by the City of Pigard have been satisfied and inspections verifying this have been carried out by the appropriate department. 9. No minor land partitions shall be made in reference to this project unless formal application is made to the City of Tigard Planning Department and the minor land partition is approved and recorded. 10. No changes will be made to approved plans or specifications unless forma]. application is made to the appropriate City department arid changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings. 11. Grading plens and construction plans on all public rights-of-way shall be submitted and approved by the Public Works Director prior to commencement of work. 12. Public water service and sanitary service shall be inst,al:ed to this site prior to the issuance of. Building Permits. 13. All existing or proposed utilities shall be placed underground. Street lighting installations shall be approved by the Pubic Works Director. 14. No Building Permits shall be issued +intil the expiration of the twenty (20) day appeal period frcm the date of approval. 15. Improvements may be bonded prior to issuance of Building Permits, however, all improvements shall be made prior to issuance of Occupancy Permits. 16. That street improvements be constructed to the approval of the Public Works Director prior to the recording of the final plat or issuance of Building Permits. / Ir.,ct ..f•• Xy IX ..�IJ:. r . /� < N. .t / •JC1. er' r rl r f ,. ✓r Cr'r �• rif�i ( � `�• . x/1/2 r' �X/ r !" '. lii•r� �r•�i .Y .JRJC � 1 ♦i"t ""X r�J,(' )I /'. •�, ,f J, wn I /n• Al krOr•rr'j/'rf .-/�!/1.�/A Lire •/.rf1 rir i,l� !'/r f �,, 'r 1 �! ,�,1t LY1.J. ii r �TI + Cj/�✓.['✓� 9[T •/i• MR Amount $100, 000. 00 Date Septeiaber 9, 1976 At 8:09 A.M. Premium $333. 00 INSURED ------TUALATIN JEVELOP!S7�NT CO. , INC.------ The estate or interest referred to Herein is, at the date hereof, vested in -----HEED L. HOL:dAN, who took title as REID L. HOLMAN, as to an undivided 1/6 interst; VZRNA CARD HOLMAti, as to an undivided 1/6 interest; CARL li. NYSSEN, as to an undivided 1/6 interest ELIZABETH J. NYSSEN, as to an undivided 1/6 interest; DONALD R. FiOLM-NN, Trustee, with full power of sale, under that inter vivos trust, as shown by deed recorded in Book 1107, page 81, Records of Washington County, Oregon, as to an undivided 1/12 interest; WILLIAM C. HOLMAN, Trustee, with full Power of Sale, under that inter vivax trust as shown by deed recorded in Book 1107, page 79 Records of Washington County, Oregon, a"; to an undivided 1/12 interest; HATH E L. HOI.MAN, DONALD REID HOLt1AN, AND WILLIAM C. HOLMAN co-trustees with full Power of Sale, under that testamentary trust created by 60NALD R. HOLMAN deceased, Probate #102 031, Multnomah County, Oregon, as to an undivided 1/6 interest, together as Tlie land referred to :n 04s policy is described as tenants in common.----- Commencing at the quarter section post on the Section line between Sections 11 and 14, Township 2 South, Range 1 West of the ''Willamette Meridian, Washington County, Oregon; running thence South 1.20 rods to South line of the Solomon and Elizabeth Richardson Donation Land Clain No. 44; thence West on said South line of claim 26-2/3 rods; ... thence . North 120 rods to section line; thence Fast 26- 2/3 rods along North line of said Section 14 to place of beginning, EXCEk'TING THEREFROM a strip of land 16 feet wide off of the North end of the above described trace which is reserved for road purposes. ----------- PAGE R i*)(r POLICY No. 34 •A- 713960 . n,n• •..rr I �i V4 Coq. DURHAM a" r T ROAD `!lf11911fnTnfl 714-TTI T-ImDIm'm iII��i�� 200 300 _� 01 ..o 0.27•C. a _ I y 20 9240 rZAC. /9.d C. 11 � tffm a.� IS � w« m �C E :Ell a � a W�I r h •� CITY Ut' Tiv:,nU, * --_�lr ►�___._,_ DEVti LOPt.,ENT PROJECT GENERAL IN-FORh?ATION SHEET I . PRcaIF,CT No. : II. PROJECT NA1�: III. DRAWING ('TITLE) IV. PLAT (TITLE) : _.V__- - - _ _— ____dated : V. SITE LOCATION: VI. PRINCIPALS: (1) DEVELOPER: Tmt Add r�ss'tLAzr� r��..�"L=.Z Phone No. (2) DEVELOPERS SURETY AGENCY: Phone NO. F-)nd No. Exp. Date ( 3) ENGINEER: _M��► Kk-i ---k 110E Address v� .pK1t� 1,9�1!V Phone NO.ZS,-(�1Z(w . (4) INSPECTOR: Address_ Phone No, (5) PRI?,T CONTFcACTOR: Address___.___.._____._ ._ -- Phone No. (6) CONIRACTORS SUPE'I'Y AGFI4L'Y : Address Bond No.-________--____. Exp. bate / (7) SUB-CONTRACTORS : CITY OF TIGARD = '„��► /S DEVELOPMENT DEPOSIT FEE C 0 Fg11'U*rNf 10 N C I•I V-.Ir C rAR PROJECT N0, PROJECT NAME �� / _-- (1) PROJECT FEE (City or 1. GO-46, Soc. 10, Por. All): y a)Toia{ cntimcted Improvealent cost N b) less ran, sevyer est. const. cost. ........ ti Adjusted improvement cost . ........ . ... .•. :a _—_ subtatoll r) .04 X 4 (--b— o l ('t) SEWER FEE (U.S.A. res. 70-12,Sec.9, Par. a)Sewer plan check tee 8 Inspection fee , Cort (no, of tots) 2) � 100.00 min. M C( bl Permit tee 8 connection charge Doi • • • • •• •• •• • Q c) Sevier district contruat + urcharge paid .......... ... (district name. . -- —• (3) STREET LIGHTING FEE : o) P.G.E. lighting schedule no. b) Mthly rote option. ...... . no. type of!Ighf I lumens 1 3 y X g f� pP li(mthly rote) (no.of lights) typeof pole :�':ts peo`b,eLdro� (mthly rote) (no.o1 lights) {yt. = l2mth's (subtotal) —_ 2yr.= 24mth's X �,.... . . . . . .... . . . .. ' .1 __ (tubtctcl) (no,of roths) (4) SIGN FEE (It am-1-Instal IatJan) (per sign) (no of elfin) STOP A RESTRICT, OCCUPANCY — STREET SIGN '--x COMD.STOP/ST. NAME �' Z ss_X NO PARKING miscl. t� a X 'fil'ae!. type) RECEIPT N0 —___�--- DATE PAID _.___•1 rheck GPAND TO1A'.. ��, :�Gi:L �'� :� °•Ilk cash meney order C] r. Insert' sewer,street,ur s-.'�d' 'tion f I I 1 I (� t I te c I l > l JI I r I cT � I t f I LL� I ' I ' I - - I 7.4 70 \ _ 69 \, Lrx/stin9 14'"Cu/ve/t I i -�. Eng ' .8;;Fe Pafh \_ Lis III \ ,eouodary \j "Spball '64e Zr A.91 IM 75 flivlee at Ex!s ting Cil sa �I TH � V , /�E .4 TIV ,,�CT/DAI ,.� Yrri�arw" (l -klt,� 1. 'r r`,y • ki r'. i ----- ae P.1, r to It N Ll .5.:':�...��...�:tea._-..�..•- � ��,�` w IQ ..'.',t''' -`'t�s•.rrr•-#'+r.t•1r: .a••.s►r+..•a.•s _ _ _ _ .. -•-i 6_ 1 • r, � ti b''B s i 8200 oN 12400 22 /rr) 89 105003~ r 8300 _03�� ,.� rr(� 'P 12500 23 1060C �op 600\ y0 59 ' 12 ,413 27 8400 A l91 10700 11400 G�QnI N 24 *� Illlrll x'12700 ll 83°° 60L_I a 67 ° NN ' Ilf 92� an _ _ io3.2B �;,p �850011� _ TRACT t'<� yy�12800 g 10800 g 11300 '- ' '$ 25 �� 93 (� ,12200�� FQ c. 90.29 ` 61 a 66 V TR cL c,.y;yR • 8'r. 1 I 1 9s 1 � 9s 1000 y �/ e•xo iy 2100 10900 g 11200 2r8600 26 LL1 r 1290a'ao �� r� n.0 86 ;r 62 t �" 65 so 90.00 i 94 MILLEN 94.97 �, 94.87 " • 8700�%� 11000 11100 2star 7 e0 r titi . 11700 50 " son 63 95 °� �i 82 II 12000 R 488091 / 11900 10, `° "� 28 t^ " 13100 i u, 1 11600 !0 'J R.�5 yy'''9900 93 " R 96 = r n '„' 29 t/�„ 88 M 81 —83 84 — 85 — 9300 1�'g D 1,8 0 09000 41, " 13200 1°e 46 ' �w 01 e ' 30 2 97 1 11500 9100 Y y R 80 e m , 31 COMMO*MCA 13300 3: 103 X200 a ti x 27 98 9 98 39003 A \ /�. MATCH 55 $ R r n 3P LINE) �' 79 8 77 s' 78 75�'"= 2600 2500 4p r 4000 V I03of ( ti 33 34 0 24oo INI, 99 �a 3800 `f l b V NDN F e W� n lane so" yL �„ 36 a �„ 98 � :1 78 r IQW �„ _ se r� � T ..11� 000 �' ! a 4100 0. (' S 60 1700 91�9° 8 9 100 R w • L A N E 1800 30 �•�' ' -fl; Im 0 1 . so 42 1900 0 . 75° �a 3300 3400 41 2000 40 °. g g eA 3200 74 it h2100 are 100 R 39 2200 'x•°7 p° 73 - J ao C - _� eaee eii'1-�� 3000 t: 72 �r 38 " 37 2300 ?y800 2900 9 71 f 0 oO w ° 4 36 a �" d fd 70 ' x4 88 80 ?�8 = 69 -t' ! 9 trot eo = r- ) Met s°s.se ea a 9•o'N�� 5t9a ae 4200 2.BP AC 23-74 SOLOMON RICHA DSON DLC 44 *Is? "� �� LI✓3, �� SEE MAP - 2S 114A i a _ExI15 O,fch Adjacrn To E,r. 24 1 •-J/OpG NO TES A// ,S/ones /n wee F ExfryvoYfion 5/7e,11 A/ot Exceed Z--/ 1 S!o`ce finbankrnenfs On Th,• Norfh P Soufh Side Of 5m Rlverwood Z/7 To Be 11110 -raowed Groufed To Z/Mi/s /ndicateo' On This Shoe,,' 3 Rock Rio-rao Sou/h 0 SAI Riverpvood Zfn. Sha//0e /`-D" 4rddofi9r7. 4. Reel- Riv�a�o Nor/h OY SN�fl verwood Z l Sib'// .Be Z=0'6rodofien, Ifock. P/aced Over Zarge Bou/ole,-.r Al' A,oproxlmafe Oo'Diao efcr Afaximuin Site f, Zx ee of Ar The Norlh Znban,finenl 0/ SW flYerlVOOO1 Z17 Specified * Nole /66. Z. 5. .4// Tloces f Be /`yvafromalched ZXce�of Nhere Rlo-ra�oped. �sBeam : F'Om Jfreel No-go- . F.��s�'irq �rovnd • /lair==�/�/i , M.T. S. r , i F*F/n�7►_/� .Fri cfi,r.�, a./"/ e o /., c�r� >� � aa � ��C� CI � 4 c4z� copy ALL SPACES MUST BE ENDORSED PR-10R TO APPROVAL OF THESE PLAN$ P1,1130C WORKS DEPT. BY- DATE-i PLANNING Dri.PT, DATE-- BUILUING DEPT. DATE`_-- TA E 3 COUNTY H"ALT'11 DEPT. pjy_ DATE._- S CITY AD,A!N!S1T,%T0'1 VY DATE— TIG,%RD WATER DIST, 134 DATE 7-a GENERAL TELEPHONE E3y.'A_ DATE_ J , i U S A By* N. W. NATURAL GAS DATE---- DATC 7_2j - Y3 BY 4- ___ P. G. E. DATE -71 T. R. F. D. 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A? el IVCH V,4R K T. V el Xye 4� X' 161vdhv__ -AV,0,0121 Z4'11-e JoCf 01-.0le A �.f.40V /f/J/I-,' MIKE 5 CA3 A10 to d r &,x A,s N S C A L E sl'&g Wall' d-k 6611-�f 0 Ile, �k �4% /0 C_4,01/ As 4f 4,&&1 NOr4E: If 4,117111,:Fl year' 4) <,7/.1 .Yeeelaz,�Ylwe "-17V Ci o/'ere I'S ,IV �f /V�A, 4-0 ti Job Number REVISIONS REVISIONS ell, Deslgnedj*7d The ooze IMPROVEMENT P L A N S 414641 le, J�%tCI� Scale Suporvisfor4 We've 0, if (9 A,14,�Zdt 10111if EMI, JEERS SURVEYORS PLANNERS Designed By I COPPER CREEK : STAGE 3 Sheet RIC ITO -;'I* S1. VA N C 0 U V E V.1A Drawn By eA�4 OREGON / ac 7 RegIsterod Civ gineer No. *,?80 zOZ16S'i 3411 (503)289-6726 Checkod By If TIGARD , COPPER CREEK NO 3, 9 Or 4 "law ': NOTE: IF THIS MICROFILMED 2 4. DRAWING IS LESS CLEAR THAN THIS NOTIC&-r-11 IS DUE TO 104* QUALITY OF TH.: ORIGINAL WING. 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Its. 811 12" 2' 6" SELECT GRANULAR MATERIAL J - !N PIPE ZONE - 95% COMPACTION STEPS L SET FRAME 11 '. •.•- . ,,, ., . .e..... ::•., :o.� [ IN MORTAR GROUT \ // \ I MAX. r a, r o 0 6 AU pyo ,c I', -�: ,;, .,I:d:_.:_,^,'A--!� a '.• �' D0 b Y v0 I a p r0 s O0 n a• D Oo, "tea O(/ • p I r Off O ►�I 1411 21 811 u 4 O t p IV 0 0 0 0 O o�'��O p i• a or ♦ v o o O r ` e` 6 0 . , n • 0 it it toI2 15 2' 10 12 LAYER COMPACTED GRAVEL(I -p ) • 4"CONCRETE EXTENSION _/_ _ I Imo` • RING INSTALL AS REQUIRED \ `C �i I I! 11 3/ 011 % o I N TO BRING MH. COVER & la. �2 1 , , FRAME TO DESIGN GRADE. /- �' 18.1 6" (nsox. 3 rings ) t- 3 4 I O PIPE I ' '. �• ZONE ECCENTRIC . ' I t I 1 - .�- I 11 2011 31 6 MH. TOP - _ II - 1101 t — - - I— = 1/ I D. 2 I � 12 MIN. ----- - - — - — - r"` ! I RAM - NEK JOINT 1 - � / j �I rT �1 1 21 3' 611 • . / MATERIAL OR EQUAL I I I •' :�:'. \ _ t 4" MIN. or D/4 I M / I I _ - I I I II I 2411 3' 10'1 �. . . .. •. 4 48 - I I II I II II I '/-0/kI \ ` I - �— 27" 41 2N i II 1T-- I - 5 REINF BAR I 12'1 CTRS. 3011 41 611 .: 12"MAX \ II II it II II jl STEMS If 1 II I� I 3311 4' 10,1 {•I [�I1; —I � -- � N 1 11 -'ST 1D 48" - I -- Tt=- =�k= = I r= =�=- 10 RISER COMPACTED GRANULAR NOTE II - 11 11 II J 36 5 0 �r BACKFILL N 1 1 ►' O o ' U ° u 0 UNDISTURBED I. INLETS- OUTLETS AS REQUIRED, I 1 MAX 0 00 0 OO"� H WHEN SEWER NT ABOVE �I' - II II II 42 5 6 2 o p EARTH 2 E ENTERS _ _ _ _ ' INV.TO I V C D O p BOTTOM OF MH FORM A U `- f 1 of 8' 011 1 vv ° O 0 � FILLET OF GROUT OR CONC. II II �� 48 1fit. SLOPE , ;, I c o• AS INDICATED. 1 p.... r. t. .-,. ....-.-- A ,w MAKE SURFACE SMOOTH A J '�• w �. o FORM GROOVED INVERT A ' ' . Alf: ,' �� TO DIRECTION OF FLOW •NOTE a . . . . • • REINFORCING SHALL BE 4'5 AT 12" t 0 e x • x i i e*• e• p'g �� 0-00 fie• . • CENTERS OR 2 MATS OF 2-L" GA. e• a 0o s o o p o O O I B e o 0 12" LAYER COMPACTED MESH AT 4'1 CENTERS. i 0 b , a 8'-0" MIN. GRAVEL (3/4"•— 1/4") SMAIVAtPO 7RENeW D�PAl�1i/rt/� NO. 79-4-All STA/V0.41P0 /Vl•4MOW e PocEe4,ST AI,4NyOLE B.4se _ 1 D.404W wG /u0. 7,f A-305 �r • �/ULY, AV Job Number REVISIONS REVISIONS 9 I , Dale DETAIL SHEET esi ned?Sloe r T. _ �� 5%4v 4�G d uper/l,9lonscale NONE ellryl OF 71 WlP0 Designed By COPPER CREEK : STAGE 3 sleet � ENf31NLEg9 SURVEYORS PLANNERS + RICHARD P SITQ s Drown By .P•Pit'1 Registered Civil Eegirneer No.8180 11 O E 17 T 1 EL O U V E R I W )5-3411 (503)89-6 26 A Checked By �•� E�S C:OP EF, CREE.J.' NO ;., - -- - - __..�.... - - - . --- -.._ T I G A R D / OREGON 6.OF7 14 CIF rI .4► 1 �•a ..• . '. y „ P ,. ...-a ._. ....I...,r, ..'7►.'.!?._ .. ,. ._ .. .., „-,. .. . ..—..... ....« _.-•.1 �11.. ^..IIr •' _ II'�.,�+r11Y�.:. Iwl: I�` III I tit 1�1 Ilt Int ll I+I 1o1 tll IIf t11 I (I ( III III III Ilt I) III III III fel 111 III Ili Ilt Ilt III III III 111 III IIf !t1 tll ►II 1�1 111 of a i I I 1y I ' ) I I ( I I ( I I I I ( ( I ) I I 1 I 111117111111111`11 I r NOTE: IF THIS MICROFILMED ! ? 3 w1111111 4 5 6 7 8 9 I D I I 12 DRAWING IS LESS CLEAR THAN - :1 THIS NOT IQST-IT IS DUE TO t ,/• "' QUALITY OF THE ORIGINAL ,+4[t..•" DRAWING. --_ ---- -- - ++ Ot 62 e;� 12 Ot St .t �"t- l b t3f o! LI 91 if rl El ZIt 11 01 a [ ♦i s ti E 2 IsNI•,11 - r" - � Irltluulunlllllll►IIIIIIIIIII111IIIIIIIl�I111111II�inl�IluIIII1b11II11H1111�uh1111HnIultMllj�tlnllllllu�IhaIInIIlI1l�NPI�iII I11�1llflilnhn111111111uFIn1IIInIIInlulllll Illlnluultlnitntlttttl l ( 1 (I IIIN . _" + r�� >rwltlu�ul wUiuGull�lu l u ullt�u . JUNE244992 x......1.1_. �,._ - ._ 1 - nW, ... ,,..,.. -.;• „ - --,....*,i„- ........:..1.111--• ....�,•,�,,. i ... ,..._.... .-r.•„- ,. ...n ., i.rw:. , "'""+11/'"".�1.�I�. �- s ._...a..,....1. . .. .. ....-.•.+a.r..wr, �*C.wea�!'4'+4- ..- , 48" MAX 12 12 71 Ir_=1` r 7111 4"+I 4"x 6' 44 ---see note number 4 CURB STREET FACE OF CURB A 26 '1 5 T REE T- NOTES I POST SHALL BE SET IN CONCRETE f 26"DEFP, 2 LUMBER IS TO BE STANDARD OR BETTER GRADE. UTILIZE CEDAR OR PRESSURE TR EATLED.MATERIALS 3. HEIGHT SHOWN IS U.S.POSTAL SERVICE SPEC. 4. FACE OF BOX TO BE FLUSH WITH-aACY.OF CURB X 5 MAX, OF 4 MAILBOXES EVENLY SPACED IN EACH CLUSTER. Exp 1/2"PRE-FI L ULDED EXPANSION JOINT JOINT ER APROW SLOPE SID 5 V"WIVa Nd, 75 4-244 3' A LOT L T .......... ] FACE OF CURB A APRON SLOPE = 0.0729 -T-. C +OP OF CURB EL. 10'-�' ' RADIUS 4 waa e :a_' I \4 .1 CONCRETE SIDEWALK SECTION A-A L6 of 1 DIMENSIONS (ft. 2 P R.C. : RR.C. ._Q6'RADIUIS TRANSVERSE EXPA14SION JOINTS ' LX 110 12 1 14 1 16 1 is 1 20 1 6-6"RADIUS I TO BE PROVIDED AT EACH POINT OF NOTE: CONCRETE SHALL HAVE A MIN. P ( PT 5 -0 P T. TANGENCY Cc THE CURB & AT OTHER BREAKING STRENGTH OF 3000 I LOCATIONS AS REQUIRED TO LIMIT THE PSI AFTER 28 DAYS. 2'-0" SPACING TO A MAXIMUM OF 20 FT. MAILBOX iCLUSTER 2 MATERIAL TO BE PRE- MOLDED NON- J,0ff1f1A04fMr1.41- 0R11146W*44Y I II II EXTRUDED MATERIAL WITH A MIN!MUM ZW.4WIMS Ma 71-,4-Ae 6" C U R 94 THICKNESS OF 1/2" (EOUAL SPACINGJ�-- TRANSVERSE CONTRACTION JOINT R'-2 " t SPACING TO BE NOT MORE THAN 10 FT 0 CURB 2. DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF THE CROSS 6'-0" SIDEWALK I. CLUSTER SPACED ALONG ROADWAY; PREFERABLE SECTIONAL AREA . WITH 4 BOXS TO A CLUSTER, ALTERNATE 1-Y PLACED ON EACH SIDE OF THE STREET. L STRENGTH ' 4 GRADE CONCRETE BREAKING .3 TO MATCH SIDEWALK SLOPE. 2 6" UTIL-ITY STRIP I. TO BE 3000 P.S. I. AFTER 28 DAYS. 7 ZWX9111Vd Ale _aF-,4-,44�4 6 3/4"r EDGE 5'-0" 32' -0" -A L -z// a-0 & I/2 MAX -AL L_Ax_- "REE T or-log 000� -,d -15W LAW AdW—A ff� AIIW_Atff� GRADE TO MATCH t-3/4"-O" CRUSHED ROCIA LEVELING -of, A -A 4 ' D. SIDEWALK SLOPE. COURSE AS SOIL CONDITIONS G 40 0 1 REQUIRE A 3!-0" 4 ' . . 14'- W-0 P41 0 4 4 4 . -A 0 4 . .4 -d' :4*- 40 .&. 1) 5/6"Xio"Golvonizq Sq. H012d Machine Bolts SIDEWALK SLOPE 0.0208 p 044 0 40 4 4 4 0 J& With Washers. 2 Bolts Per, Rail per post. 0 4 0 0'-4 0 .490 S 'A' RAMP SLOPE 0. 0 917 4 A '4 2)4"X 6" Po st-Treated And Isolated Whits 04 CONCRETE BREAKING STRENGTH TO 7- BE 3000 P.S.I. AFTER 28 DAYS 3) 2"X 1111" Cross Rolle-Rolle To Be Paint#4 Blook With White 410flectoromod Stripo. 9 smeer swRwe4v"r A gle Yo C1.E .4 NA 0 W#4 6EI.e"'go 4 It? te.4 M SUA104RV REVISIONS REVISIONS Ell:. 4ned Under nate d&Z ARY DETAIL SHEET Job Number S ervisia" t Scale AlelVic5 "i p _d Designed By e1r)-'44'71 "49 ENGINEERS SURVEYORS PLAGMYERG Sheet RIC SITO 110 E 17TH ST. VANCOUVERj WA Drawn By x"RIV. COPPER CREEK : STAGE 3 rOF,F,EF;, CREEK NO 3 A Regislered Civil 8�gineer No. RZ&OW E (.206)695-3411 (503)289-6726 Checked By O S. E S ITIGARD , OREGON 70,4- 7 15 OF ::,4 wi p MIN W fif'I'll 11 NOTE: IF THIS MICROFILMED 2 3 4 5 8 7 8 9 10 DRAV11415, IS LESS CLEAR THAN THIS NOT IC*—, *1T 13 DUE TO Tl:-- QUALITY OF THE ORIGINAL DrAWING. E 62 92 12 ge Ise Vz E2 2? 1 Lp oz 61 of it 1 91 r,I fp I E I 7.1 I I ol 6 9 1 9 9 111, E 2 1 SON&*" 1243( JUNE * 124 1992 NOWil_ —7 .......... ........40 J C IRCULATION COPY ALL SPA SES MUST BE ENDOi�SED PRIOR' TO APPROVAL OF THESE PLANS PUBLIC WORKS DEPT. RY11-J/� 1 T DATE n l 3 PLANNING DEPT. BY_ DATC_ - - - ---- BUILDING DEPT. BY- -._-- DATE - COUNTY HEALTH DrPT. MY.- DA Te STAGE 3 CITY ADMINISTRATOR BY^ _. _ DATC--f TIGARD WATER DIRT. By n DATIZE GENERAL TELEPHONE RY.. U 5 A BY '�� UATC------ N. W. NATURAL GAS F3Y-.060• _ DATE r _ P. G. E. BY �" DATE_- I I _ T. R. F. D. DA1E•'/ � -- I------- l'� _--1- -- / / -1I ��-- 17.1 z F", \\TJF�- �LV r � N C- Af 106 dfs 70 74 eq I V Ba 74 73 - I 1 \ r I r r r 90 t` s7 - - da 1 ,7 C) \G `ll Q %^ C2� _ N - P� V"E L ` el94 Q � `n I $ _ C�) Q I ho - 5. �A'•A of aC � �\ \1 y/' /T"-?--?' � �`� i i �`~ ��' � LL, �/' � �^��`/gEEIr •,3'TAGE 3 l/ R ✓y'.�o��p ,�� --t^/1 � � \ .i� L- -- -► �//C/N/TY M�4P Jf,---- ----� �L—L_ —L— L—J --1-- 1------ -J ----/ - - - -- - - - - --1 G�NE�P�� NOTE,15' d/�`�tl�ferid/s .shy//be/ir�tco �i�ce wiffi tfre .5fdrrda� it rcdf�a�s o/'ffrC .sfdfe o>`'Or'eyo� Ghdvrer ��w,4. dr�fhe �i� o>`'Ti9dr2�! PiPD�D9E0 EX/.ST/NG P P tof�i�,s1`d//Go/i�.liea to be�aved.�fa//6e f,�c,�fi//e��s s�ow�a�Lfdi/.�f�cez` •gp� .SA.�+//TArPY.SE1�tiE�P ANO MANh�DLE ——— — -�— ———— 3 Gowfours ,*emr d� zkislll�. ,,r ✓.4N/1a�?Y.SEWE,PAND CLEgNO//T � a-— —— — — — — —— �oify 9fd�d��Bicy%/iYSBe%fr�ir•.F'd�,�s .Qe�ui�ed�fd///r�fersec>ions. �/dce,P�inro.�to,4vaideo�//icf -�.- 3¢' �er117416- lel fey it �;,�di�Ordi�s sfra//ineef lit( o%s rrrG'�rrbs ds�ro�rvied or drd�rr/tee Fdci/ifiPs�nvsr`be ro�rn'edb f/,�e Give/ e✓�O��e% rsE neer' to�`fiE�s�dcfiao /� /7a cArc y �qsi v offfie ,fired ...E �.., 31- , .5'tdr�da�' garb s'wioCo it/ r"Z/NE AV49 V,4L I/E eel,e. 1 II 7 ire dccoro/d�ce wit/r I "off' '/dss 'B-�"AC i /'��einenf ". - Ii'I .S' eci c roars elllie l/i�i e4' wera e enc JWo'mw Z/f, =%„ !�'•.o Pow S•D 0?p B•-- I emr,-e `ex-4,7it1 C-lv( w1 rGas&,/9 r01 •III� ✓r ar - l l�/ll�=t�;� �s �-i. ,4..: . .//r u'I �/cd//m'a.5�e, ,� 1 I�(/iii/rii ////= rirr riir. / y�r_ /O Wa1ei .S' sfe.•n F;�r7 to�,o�o�r , -8"of Z"-O�rusheo'•Poc.�j6id�e/ / /% �J//,y�oi/dr ,�we�4dfe�d,(s .9/�d//exferroior�reliJ/erg fh/�fo edcfi /o>` f /f,�/ror��`!o�`/ice �fi/if Nefive /f�1a1`eria/Corr/,cacfeo'9S/- e�.se�s�f a�a. ("C.sf'/l�irrir��ny .�ewe�9er�/cs /�erd/.siZP. � y /P. .5tieer/r�hf.> fo f�r�std�%�by l.�v%r ire.4ocord�r�ce wifh cr��/orr�veoi��E. eo /dycs✓r` ,. TYPICAL 50 ' STREET SECTION OWW"IDEI�EL OM U; 46/1/6/�t/E '�P/.SU•PI�EYDrf'' /.� ,e�rvcN M,��,K TO.M E/ev. /3d/6 T,o GY`'No�-fh .Bo/f Fii•�- h' dr�r�y` t�Of i + ` �'/✓ e, W,00al Loynd lis' L riot r s 41, s?, f.. /�7e/JtC'O. /�: /1?dC.(�� ✓� GLS%fD,//!C NO S ALE --f rt:...l /53Gf0.s'�t!//lfh fiewl I`�. rllal/hex s S'�a/f �( Sf �^ Ca��s'�`••. °f Np -_ rte t(` , gt�,,'Xs/�as�+nr �'-NOTE �c"/c�Pi/fv idfd/�/ic/efPby/us th/e"/r/f ovoer/mayaf� / d103O9-3/ ► ) h^1i � 6 GG /1 / �f � -4�71a�� "9 Cif� `'' G1/ *-1 /ust-,., �•.!%w�-•�.... , ! : e7 qt h,., eL- f�_ /a c. ,M:. �./�'�(,,r�.;, �(, G'4 V•.,. C,.. c `� n 9�..GN,r�'� pI �.•17 REVISIONS REVISIONS vale JULY, /919 Job Number Deslclned.,,Wld�The /j ,/� IMPROVEMENT P LAN S /U6¢ r r�' V�fi/ W Scale /"=f�0' ' --- - to,Supervlsio Ot Designed By ENQIN�EgN BIUS7VdYOgg PLANNBgd C O P P E R CREEK • STAGE sheet Drawn By ��/�'� /yV • RICHA P S,TO '1'10 E 17TH ST. VANCOUVERI WA OREGbN � Of7 9 ZBo (206)695-3411 (503)299-6726 Checked By Q9 �/ —, T 1 d A R D CC)�'F'E�' CREEK I�0 ?: Registered Civ h !neer No.A _ 16 OF 74 r •rt ..... • - } , ,- - IYII -- -_ 1 ,. .�'^'r'.'—''�'wr..1 ........r.-....—...«......+..�"-"". -..-..-.w-.WL-.......�111 1111111 111 1 i iI I YiI I Ii"I�I I)I L�f i 11 rl ( I ' If (1 1 1 I I 1 I I I 1 I ( � � ) I � I I I I �j� I�� Ill � lll I � IryIIIliO � III � I � IIIIIIIIII ` I 8 I I 1 2 N01E: IF CHIS MICROFILMED � � -2 3 4 5 7 8 A 10- — _ - - , • . . DRAWING IS LESS CLEAN THAN THIS NOT ICS1-'IT IS DUE TO f f QUALITY OF THE ORIGINAL _.—._._...._—.._ _.-- DRAWING. OE 8Z 92 1Z 92 SZ IrZ EZ ZZ IZ O2 61 91 11 91 SI Irl EI Z II 01 d 9 1 9 1r E Z 1jL "'��"' • �►Irllorrluullulllllllll�Ill�uIIIIIIIII�Jrrrllrltinlrlrrnlur�h�l�ImIIN�tl�wrlb►uIIIIIIru1�11tf�r111111111n�Ilrrrrinrllrrl�FHtINrrMl�ienllr�,hinlln1111111Nui111d1nI�Ilttblu�uFl�I+w�1J�11ilu��I.lilll:ululrlllul) �utl�tullulluu�lrt!11111IuUh111 - - - JUNE 24 199 ,E