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6650 SW BAYLOR STREET 11 1f I EXHIBIT' B I 00 C b � I i SCALE: C = 50 ' S W 6 7TH A VE . Cn i BLOCK O C K 7 --- -- -- -- _ - _D i I TL 4300 TL 4400 TL 3800 I __j i _ I — N0HT H i _ 1 P. C). R. .350 . 00 /q E X H If, l '► & '► o o r- S W 6 6TH S'6- 4, - _ AREA = a . ;3s A c � Es m AVE . UJ S03014':w_ _ 230. 51 ' 15 0 . 00 ' OOOT ACCESS CONTROL LIFE — SOUTH TAX LOTS ON WC T s 1 PLAT TO ACCOMPANY LEGAL DESCRIPTION = �M 6 DDP Proposed Vacation of S W 66th AVE . IN T. 1 S. , R. 0 X11. , W, M. May 209 1963 Drown by : M.S. F. ST , OPN PERMTT No . r-4-- P '-, COOPER. CONSULTAN TS INC ENI.INEERING I ARCHITECTURE I CONSTRUCTION SERVICI.S 11675 S V`1 661h AVE • FPORTl AND, OR 97173 . 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X6650 I I' 1 i r i e July 23, 1985 CMCWTWAP& WASHNG ON COUNTY,OREGON United Pacific Insurance Company 33405 8th Avenue South C-3000 Federal Way, WA 98003 Reference: Bond No. U49 39 34 Donald M. Drake Co. Gentlemen: Please be advised that all work which coati proposed to be performed and maintained under City of Tigard, Oregon, Street Opening Permit No. 164-83, being half-street improvements to S.W. Baylor Street , is complete and, subsequently, the City of Tigard, Oregon, hereby acknowledges that the obligation secured thereunder is null and void. Sincerely,, John S. Hagman Engineering Tech cc: Corroon & Black of Oregon :c: Donald M. Drake Co. (,ISH:br/1648P) 12755 S.W.ASH P.O.BOX 23397 TIGARD,OREGON 97223 PH:6394171 y r r Corroon & Bleck of Oregon Insurance/Surety Bonds 1600 S.W.Fourth Avenue July 3, 1995 P.O.Box 8649 Portland,Oregon 97207 5031224-4155 Iblex No.380-540 City of Tigard Public Works Department P. O. Box 23397 Tigard, Oregon 97223 RE: Donald M. Drake Company City of Tigard Completion and Maintenance Bond Gentlemen: On July 14, 1983 a bond in the amount of $8,323 was executed for. Donald M. Drake Company in connection with a permit issued to Cooper Consultants, Inc. The bond covered one-half street improvements at S.W. Baylor. Street between S.W. 66th Avenue and S.W. 67th Avenue in Tigard. Please advise if the work covered by thi, bond has been completed and the date of final. acceptance for the end of the one year maintenance period. Very truly yours, CORROON & BLACK OF OREGON Lynn/Harris Surety Department ss General Bond Forrn UNT'I'ED PACIFIC INSUR�INC� Cp�Q;p,AN-Y HOME OFFICE, TACOMA, WASHINGTON c, DUPLICATE•; ORIGINAL Bond No. U49 39 34 KNOW ALL MEN BY THESE PRESENTS: 1 V Cjg (jC That we, DONALD M. DRAKE COMPANY as Principal and the UNITED PACIFIC INSURANCE COMPANY, a corporation created, organized and existing under and by virtue of the taws of the State of Washington, as Surety, are held and firmly bound to CITY OF TIGARD, OREGON in the sum of E•;IGHT THOUSAND THREE HUNDRED TWENTY THREE AND NO/l00THS------- -Dollars ($8,323.00 � lawful money of the United States of America, to be paid to the said City of Tigard, ()Legon for which payment, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, by these presents. WHEREAS, Cooper Consultants, Inc. has or is about to obtain a permit from the City of Tigard, Oregon for construction of one-half street improvements at S.W. Baylor Street Letween S.W. 66th Avenue and S.W. 67th Avenue, Tigard, Oregon. WHEREAS, Donald M. Drake Company will perform the one-half street improvements and maintain the improvements for one year after completion. NOW, THEREFORr, ?rovi-ded, Donald M. Drake Company constructs the one-h f street improvements and performs the maintenance for one year after completion .in accordance with said permit., then this obligation shall be null and void, otherwise it shall remain in full force and effect. IN WITNCSS WHEREOF, the seal and signature of the said Principal Is hereto affixed and the corporate seal and name of the said Surety Is hereto affixed by its duly author zed Attorney-in-Fact at Portland, Oregon this 14 t day of July , 19 83 DONALD M COMPANY Witness. _By PnIrICIPAL UNITFD PACIFIC INSURANCE COMPANY BY .. . -,. es F. Larby �IN-FACT i UNIT'EC0M1PjkNY PPP HOME OFFICE, FEDERAL WAY, WASHINGTON POWER OF ATTORNEY KNOW ALL MEN BY THFSE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY,a corporation duly organized under the laws of the State of Washington,does hereby make,constitute and appoint ,TAMES F. DARBY of PORTLAND, OREGON--------- its true and lawful Attorney-in•Fact,to make,execute,seal and deliver for and on its behalf,and as its act and deed ANY AND ALIS BONDS AND UNDERTAKINGS OF SURETYSHIP---- and to bind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the some extent as if such bonds and undertakinysandother writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested by one other of such officers,and hereby ratifies and confirms all that its said Attorney(sl in Fact may do in pursuance hereof. This Power of Attorney is granted under and by authority of Article VII of the Vv Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7, 1978,which provisions are now in lull farce and effect,readwq as follows ARTICLE VII -- EXECUTION OF BONDS AVD UNDERTAKINGS 1 The Board of Directors,the President,the Chairman of the Board,any Senior Vice President,any Vice President or Assistant Vice President or other officer designated by the Board of Directors •hall have power and authority to(a)appoint Attorneys in Fact and to authorize them to execute on behalf of the Company,bonds and undertakings, recognizinces, contracts of indemnity and other writings obligatory in the nature thereof,and(bl to remove any such Attorney-in-Fact at any time and revoke the power end authority given to him. 2. Attorneys tri-Fad shall have power and authority,subject to the terms and limitations of the power of attorney issued to them, to execute anddeliver on behalf of the Company,bonds and undertakings,recogntirances,contracts of indemnity and other writings obligatory in the ruture thereof The corporate seal is not necessary for the validity of any bonds and undertakinm,recognizances,contracts of indemnity and other writing!obligatory in the nature thereof. J. Attorneys in Fad shall have power and authority to execute affidavits required to be attached to bonds,recognisances,contracts of indem• nity or other conditional or obligatory urdertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By laws of the Company or any article or section thereof This power of attorney is oanrtd and sealed by facsimile under and by authority of the following Resolution adopted by the Board of Directors of t INI TED PACIFIC INSURANCE COMPANY at a meeting held on the Sth day of June, 1979,at which a quorum was present,and said Resolution has not been amended or repealed "Resohred,that the signatures of such directors and officers and the seal of th r Co npany may tw affixed to any such power of .ntorney u, any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures awl facsimile seal shall be valid and binding upon @he Company in the future with respect to any bond or undertaking to which it is attached- IN WITNESS WHEREOF,the UNITED PACIFIC INSURANCE COMPANY has caused these presents to be signed by its Vice President,and its corporate seal to be hereto affixed,Wis 22nd day of September 19 fan UNITED PACIFIC INSU NCE OMPANY _' SFAs 6 {/4_-. Vice President STATE OF Washington COUNTY OF King }" On this 22nd day of September 19f30,personally aptieared Chal-ICF', f?. rhmrT uh ane lnnwn to lir the Vice President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he exetuted and attested the lore goinq instrument and affixed the Will of said corporation thereto, and that Article VII, Section 1, 2, and J of the By Laws 0 said Resolutinn,set forth therein,are still in full force mpany and the My Commission Expires ,, -' QAN)` �+ June 12 1982 :��ws�asr - oOF Notary Public in and Ior st to of Washington Residing at Tacoma I Charles J. Falskaw above and foregoing is a true and correct copy of a Power oftn Attorney executed byetary of ?he UNITED PACIFIC INSURANCE COMPAY. do sa dUNITED PACIF C INSURANCE COM ANY.which ch tiy ittst Ihe t the fn fufi nr�e and effect IN WITNESS WHEREOF,I have hrireunto set my hand and affixed the seal of said Company this 14 t 11 day of R1 I\' jgA 1 ��Aeq��s� USecretary (- G � ' bU tall Ed. 4/80 � �� Atsisnt / �_ T 2 E Al CL 4*0 E o FA UJ f 'm a to W _ IL pq lu � � � n u ul .J c 0 z U, E 4 = 0 rN+ Pi !10 '05 E .0 4D ir 0 E U, uj w x Cc, Q c w q u 7 L wcc, tA LL 2jLi to C r) 67 cr APPLICATION - STREET IMPR :MENT/EXCAVATION COPY TO (WHITE) - FILE ORDINANCE NO. 74-14 L (BLUE) INSP. (YELLOWI OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) (PINK( APPLICANT APPROVED iL APPLICATION NO.: -- i NOT APPROVED J CITY 1 OF TIGARU, OREGON FEE AMT.: f- 2a - PENDING FEE. PMT. ] CITY FIALL RECEIPT NO.: _a /� /7 PENDING SECURITY 11 PUB LICV✓ORKSDEPARTMENT BY_�._�!� DATES/ LAS l 2? PENDING AGENCY "OK" f j Application and Progress Record MAINTENANCE BOND r PENDING INFORMATION FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED A-- ANNUAL PENDING VARIANCE �r, Q EXPIRATION DATE: PERMIT NO : A / - _ DATE ISSUED: 11 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL ._._half street improvements S.W. Baylor Street AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT CCS Properties,�Inc. 11675 S.W. 66th AvenUe NAME �— - AOORESB CITY--- PHONE c ONTRACTOR Donald M. Drake 1740 IJ.W. Flanders Portland, OR245-3635 NAME ADDR9 CITY PHONE PLANS BY _Coo perCQn 111annts�l�, 11�iZ� 6tILAvenueTigard+SiB_639-49 — NAME ADDRESS CITY PHONE I_ST(MATED IMPROVEMENT TOTAL VALUATION ( COST): : $8323. -- --_ Y_ nOLLARS - FOR OFFICE SE 'MIN. (2) EXCAVATION DATA: 0.04 x s ',TREET DESCRIPTION PROGRESS tic INSPECTION STATUS NAME SURFACE CUT CUT CUT MA SERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM a QUANTITY hayIor AC _ 200 41 10" Pavement STREET - — - Curb IN R 10 Q ESTIMATED STREET OPENING DATE: / _ / S ESTIMATED STREET CLOSING DATE: _-.L— / ED — TREET ( jl SECURITY NO. — SECURITY AMT'.: S —___ _.._. CLOSED SURETY CO.: _ _ _ FINAL CERTIFIEO CHECK ❑ CASH ❑ BOND �l INSPEC. (4I) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL — — SPECIAL PROVISIONS/CONDITIONS: , FEATURES; EXCAVATION LOCATION AND EXTENT. �` i .+ CURB •c.u It a to , � - - - - - - - - - - :1 - - - - --- - 1 1 (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY. GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COJNTY OR TKE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS ANO C014STRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS, APPLICANTS SIGNATURE _ � — DATE APPLICATION - STREET IMPRC -MENT/EXCAVATION COPY TO: [j (WHIT FI • FILE ORDINANCE NO. 74-14 F] (BLUE( -FISP. (INSTRUCTIONS ON SEPARATE SHEET) ❑ (YELLOW(-OTHER AGENCY [] [PINK)-APFLICAI,1 r APPROVED 16' � APPLICATION NO,.;,��—_ NOT APPROVED ❑ CITY OF TIGARU, OREGON FEE AMT.: ; PENDING FEE. PMT. ❑ CITY HAIL REC N0. PENDING SECURITY �~ ❑ PUBLIC WORKS DEPARTMENT BY DATE_ r PENDING AGENCY "OK" ❑ Application and Progress Record CE PFNDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAI ASEREn1U REINFORMATIONi: — ANNI)AL LI PENDING VARIANCE ❑ EXPIRATION DATE:�`_____L _ PERMIT NO.:�GqI• y — DATE ISSUED: P / FS `5 BY: 1'0� cam"`" " '•/�"rL (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL ___.� rPe • '11rovi i. I.il, L�ayior Street _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _CCS Properties, Inc. 1167ti S.W. 66th Avenue Tigard, Of' 639-4914 _ ►ona NAM crake 1746 [,.!ADD" �ncic�rs Portland, OR ?. -363; PHONE CONTRACTOR _- _ NAME ADDRES —PHONE PLANS BY , 1 ooper Consu)-1 `.Tits, Inc. 11 W. tFth Avenue Tlrard, OR 639-491 ► NAME ADDRE55 CITY PHONE j3za ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST'j: $ _ DOLLARS FOOFFICE 14911111 uMIN. (2) EXCAVATION DATA: 6. X s — — STREET DESCRIPTION _PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM t!1 QUANTITY STREET D - ' INSP C- R TION Q ESTIMATED STREET OPENING DATE:—_ � � E ESTIMATED STREET CLOSING DATE: / T ------ E — — - - - - D (3) SECURITY NO. — SECURITY AMT.: E STREETCLOSED SURETY CO.: CERTIFIED CHECK ❑ CASH ❑ BOND is INSPEC. (4) PLOT PLAN:R INDICATE SITE PERTINENT PHYSICAL — I SFFCIAL PROVISIONS /CONDITIONS:_/ FEATURES: EXCAVATION LOCATION AND EXTENT. rr J'.. (��•�1 I T ! f�� ca ( T� CUR 8 I — 1 1 1 1 (5) NOTE. THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION-TO APPLICANTS TO CONDUCT WORK WHERE RICHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES TO DEFJSI'T THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS .'.ND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATUREDATE -� Genn;al Bond Form UI�I'I'EL� IaACIFIC IN�TJI�..AN:;E CQ�1dPANY HOME OFFICE, TACOMA, WASHINGTON DUPLICATE ORIGINAL Bond No. U49 39 34 KNOW ALL MEN BY 1HESE FPESENTS: 1 i; t we, DONALD M. DRAKE: C'.iMPANY as Principe! and the UNITED PACIFIC INSURANCE COMPANY, a corporation created, organized and existing under and by virtue of the laws of the State of Washington, as Surety, are held and firmly bound to CITY OF TIGARD, OREGON in the sum Of EIGHT THOUSAND THREE HUNDRED TWENTY THREE AND NO/100THS----------Dollars ($6,323.00 lawful money of the United States of America, to be paid to the said City of Tigard, Oregon I which payment, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, by these presents. WHEREAS, Cooper Consultants, Inc. has or is about to obtain a permit from the City of Tigard, Oregon for construction of one-half street improvements at S.W. Baylor. Street between S.W. 66th Avenue and S.W. 67th Avenue, Tigard, Oregon. WHEREAS, Donald M. Drake Company will perform the one-half street improvements and maintain th- improvements for one year after completion. NOW, THEREFORE, Provided, Donald M. Drake Company constructs the one-half street improvements and performs the maintenance for one year after completion in accordance with said permit, then this obligation shall be null and void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of the said Principal is hereto affixed and the corporate seal and name of the said Surety is hereto affixed by its duly authorized Attorney-in-Fact at Portland, Oregon/ this 14th day of July ,fg 83 K l�t►-r-c (v��fi-rcc-c�,a.e�.� DONALD M CE COMPANY 7------- W mess: By: 2f f�+r/r N4f--. PRINCIPAL UNITED PACIFIC IN;URAt '.E COMPANY 9Y J. j Q O es F Darby A RNEY IN-FACT 111th UNITED ACI1FIC INSTJRAWCI COMPANY HOME OFFICE, FEDERAL WAY,WASHINGTON POWER OF ATTORNEY KIN M. ALL MEN BY THESE PRESENTS, That the UNITED PACIFIC INSURANCE COMPANY,a cor;orstton duly organized under the laws of the Mato of Washington,does hereby make,constitute and appoint JAMES F. DARBY of PORTLAND, OREGON--------- its true and lawful Attorney-on-Fact,to make,execute,east and deliver for and on its behalf,and as its act and deed ANY AND ALL BONDS AND UNU;:,RTAKINGS OF SURETYSHIP---- and to bind the UNI TED PACIFIC INSURANCE COMPANY thereby as fully and to the some extent as if such bonds and undertalnngsand other writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and%soled and attested by one other of such officers,and hereby ratifies and confirms all that its said Attorney(:)-on-Fact may do in pursuance hereof This Power of Attorney is granted under and by authority nof Article VII of the By Laws of UNITED PACIFIC INSURANCE COMPANY which became effective September 7, 19;0,which provisions are now in full force and effect,reading s follows. ARTICLE V11 - EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors,the President,the Chairman of the Board,any Senior Vice President,any Vice President or Assistant Vice President or other ofr..er designated by the Board of Directors shall have power and authority to(a)appoint Attorneys in-Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and(h) to remove any such Attorney-in-Fact at any time and revoke the power and authority given to him. 2 Attorneys-in-Fact shall have power and authority,zubject to the forms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company,bonds and undertakings,recognizances,contracts of indemnity and other witting%obligatory in the nature thereof The rorporate seal is not necessary for -he vaFtdny of any bonds and undertaking,,recognizances,contracts of indemnity and other writings obligatory in the nature thereof 3 Attorneys-m-Foci snail have power and authority to execute affidavits required to be attached to bonds,cecoymzances,contracts of indem city or other condmunal or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By Laws cf the Company or any article or section thereof. This Power of attorney is signed and tested by facsimile under and by authority of the following Resolut!on adopted by the Board of Directors of UNITED PACIFIC INSURANCE COMr ANY at a meeting held on the 5th day of June, 1979,at which a quorum was present,and said Resolution hes not been amended or repealed 'Resolved,that the signatures of such directors and officers and the seat of the Company may be affixed to any such power of attorney or any certificate relating thereto by fscsimrle,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and .binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valW and binding upon the Company in the future with respect to any bond or undertaking to which it is attached '' IN WITNESS WHEREOF,the UNITED PACIFIC INSURANCE COMPANY ors.aused these presents to be signed by its Vice President,and its corporate seal to be hereto affixed,this 22nd day of September 19 80 xmw� UNITED PACIFIC INSU NCE OMPANY ✓tea Vice President STATE OF Washington COUNTY OF King }" On this 22nd ileo of ;:,eptembe_r , 1980,Personally asci>eered Charles R. Schmn l z to me knovtn to lie the dice-President of the UNITED PACIFIC INSURANCE COMPANY, and acknowledged that he executed enc+ attested the fore going instrument and affixed the seal of . Resolutionr1 corporation thereto, and that Article VII, Section 1, 2, and 3 of the By.Laws of said Company and the are still, set forth therein, in full force My Commission Expires a'l June 12 1882 = Notary Public in and for ' to of W99hington Residing at Tac-'inn I Charles J. Fal skrr�a Assistant Secretary of the UNITED PACIFIC INSURANCE COMPANY, do hereby certify that the above and foregoing is a hue and correct copy of s Power of Attorney executed by said UNITED PACIFIC INSUR:,NCE COMPANY,which is stilt in full force and effect. IN WI TNESS WHEREC F,I have hereunto set my hand and alirxed the seal of Mod Company this 14th day of July 19H 3 ROU 1431 Fro. 4/80 Assistant Sec,etary CITU OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE:_1—L!- 3----- AMOUNT S � 599. 9 DOLLARS NAME: - sA_ CASH: CHECK' ADDRESS' ------ --- f^-- - M.O.: —_--- a OF FOR: ACCT. a PERMITS SURCHARGE —AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 - - - -- PLUMBING PERMIT 05-332 --- S -- 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 02 30-368 ZONING ADJUSTME S 05-362 _ Z -- --- --- - - TOTALS RECEIVED BY: - -- --- ----- PERMIT NUMBERS ASSIGNED: NumMr _Amount Numbet Amount I Numbot _Amount RECEIPT #14227 'w Portland GE'l1Eal F ,.tuY ;C.'e.iTIP&W b� July 13, 1983 R. L. Thampson Engine,-.ring Tech City of Tigard PO Box 23397 Tigard OR 97223 "Streetlights Provide Bright Nights_ P-.,b, the streetlight proposal for the improvement of SW Baylor Street calls for 2 - 100-vatt, 9,500 lumens, standard horizontal roadway, high pressure sodium luminaires. They will have 8-foot mast arms and be mounted on existing PGE poles. The poles involved will be C11-36/4667 at SW 67th and C11-36/4663 at SW 66th. A sketch showing the locations is attached for your irformati.on. The following charges under the provisions of Schedule 91, Option A, of the current tariff would be: 2 - 100 W/9,500 LHPS @ $6.97 each = $13.94/month 2 - PGR line r-les @ $0.00 each = _0.00/month_ Total Monthly 4 ota o t y $13.9 Bob, if you have quese:ions or need additional information, please give me a call. Thanks. "Your PGE Lamplighter" , Gordon W. Utter Streetlighttng Consultant Western Division 643-.5454, Extension 360 GWU/9sa5.2B13 Western Division-14655 5W Old Scholls F eny[load—P,eaverton,Oregon 91007--643 5454 a COOPER CONSULTANTS, INC. ENGINEERING I ARCHITECTURE I CONSTRUCTION SERVICES 11675 S.W.6611h AVENUE • PORTLAND,OREION 97223• (563)639.4972 70102 July 12, 1983 Mr. Lee Sowers Donald M. Drake Co. 1740 NW Flanders Street Portland, Oregon 97209 Dear Mr. Sowers: Your letter proposal dated June 8, 1983 and price for our project on S.W. Baylor Street is accepted. We will need a performance and mo:-otenance bond (one year) to be furnishAd to the City of Tigard. Please expedite this document. As soon as confirmation is obtained from OL)OT on site drainage, we will desire to amend your proposal to include a manhole near the south end of our 'site on S.W. 66th. Thank you for your interest. Respectfully, CO PER CONSIJLTANTS, INC. Fredrick C. Cooper, P President FCC:mIg cc: Roger C. Rothrock/Corroon & Black of Oregon KI Tel /.i. COOPER CONSULTANTS, INC. ENGINEERING I ARCHITECTURE I CONSTRUCTION SERVICES 3030 E. Camelback Road-Suite 230•Phoerix, Arizona 85016 ► /,� , TO (�� -/../ !'�.. f� DATE JL!I(c' L.J� LLt. i I RE: C ATTN: � )C, LL . OUR PROJECT NO. WE ARE SENDING YOU ATTACHED UNDER SEPARATE COVER VIA _shop Drawings _ Prints — Documents _ Specifications Catalogs — COPY of letter _Tracings Other Copies Date Ito,r REMARKS COPY TO _ _ If material received is not as listed above, please notify us at once. r 9/1/76 sY- 63 y- 4s,y i ClTYOF T1640 I 1 1 rd� �1 ti.•1/� 1 tt cost��ne � av�Str• st AID r� ------ 127555WASH PO BOX 23391 TIGARD.ORFOON97773 PH 6394171 -___. DONALD M DRAKE COMPANY 1740 NORTHWEST FLANDERS STREET DRA 97209 Nq OREGON 87200 CONTRACTORS i DEVELOPERS 503 226 3901 June 8, 1983 Cooper & Associates 11675 S. W. 66th Avenue Portland, Oregon 97223 Attention: Boyd Davison Subject: N. Tigard - S. Tigard Interchange O.S.H.O. Contract No. 9615 Reference: S. W Baylor Street Quotation Gentlemen: We quote the fc' lowing per your request for work on South Side of Baylor Street: Unit Price Total Price 1) AC Wearing Course (29T) $ 60.00 $ 1 ,740.00 2) Cement Treated Base (35T) 25.00 875.00 3) Type C Curb (272 LF) 5.00 1 ,360.00 4) 26' Commercial Driveway/Tigard Standard (2 each) 420.00 840.00 5) 4" PCC Sidewalk (118 sq. yd. ) 11.00 1 ,298.00 6) 10" CSP (52 LF) 30.00 1 ,560.00 I i 7) Type D inlet Extra Depth (1 each) 650.00 650.00 E" DD $ 8,323.00 ;Jri n . 1983 COOPER CONSULTANTS, INC. Cooper & Associates Boyd Davison June 8, 1983 Page - Two - This work would be done in conjunction with Baylor Street reconstruction which is tentatively scheduled for October '83. A bond is not included. Very truly yours , DONALD M. DRAKE COMPANY Lee Sowers Project Manager LS:sak 7 L � COOPER CONSULTANTS, INC. ENGINEERING I ARCHITECTURE I CONSTRUCTION SERVICES C__ M 11675 S.W.66th AVENUE • PORTLAND,OREGON 9/223 • (503)639.4972 70102_ June 7, 1983 Ms. Elizabeth Newton Planning Department City of Tigard City Hall Tigard, Oregon 97223 RE: Site Design Review SDR - 4/83 Office Building 11675 S.W. 66th Avenue, Tigard Tax Map 151 36 DD, Lots 3800, 4300, 4400 Dear Ms. Newton; As recommended by Tigard Planning Department, we submit herewith the following items required by the Final Action Staff Report, May 6, 1983: 1. Plans for work in puflulic right-of-way (standard half street and cul-de-sac on Baylor) , for your information and approval by Public Works. 2. A copy of letter of commitment ($30,000 for street and sewer work) . Because the lender cannot be a party to ':he holdback provision of; and has not signed the letter of commitment, we have attached a copy of the lender's commitment letter. Originals of each letter will be furnished on request. The contractor's quotation for work in Baylor St. (estimated price $8,323) is also attached. 3. Water availability statement, Metzger Water District. 4. Authorization notice, Washington County Department of Public Health, for interim sewerage (if City of Tigard sewer in S.W. 67th Avenue is not operable at time of building completion) . 5. Site drainage plan. It is proposed that S.W. 66th Avenue will be vacated, in pui , Lu the state for frel.way off-ramp and the balance to Cooper Consultants. A petition for this vacation has been submitted to the Planning Department for processing. Thank you for your consideration of this application. Sincerely yours, COOPER CONSULTANTS, INC. r Boyd M. Davison, P.E. Principal Engineer BD/blg LETTER OF COMMITMENT (Performance Boi.d) We have rc ceived from First Interstate Mortgage Co. a loan commitment in the amcunt of $760,000, to finance the improvements of a project located in the City of Tigard, said project being cornrnonly known as S.W. 66th Office Building. Th.rty thousand dollars of the aforesaid total commitment has been allocate(' for construction purposes for: i) public streets. including driveways, aprons, sidewalks, lighting and curbs; and 2) sanitary and storm sewers. All such improvements are to be completed in conformity with City approved construction plans and the site design review conditions therernreg,ird. We have agreed that disbursements of the $30,000 will be made in accord with the fol!owing schedule upon completion of each, or all, itern(s); but riot including the hold-b,�ck described below. Item Amount Site Preparation/Grading; $ 0.00 Concrete Curb 1,500.00 Streer (base rock, leveling rock, base A.C.) t,400.00 Sanitary Sewer do Appu--zn.-es 22,5OO.uU Storm `,ewer do Appurtances 1000.00 Water Line do Appurtances 0.00 Gas Lir , do Appurtances 0.00 I:nderground Telephone & Electrical 0.00 Concrete Sidewalk &E Driveway :\prons 3,600.00 Asphalt (Street Overlay) 0.00 Street Lighting 0.00 Miscellaneous (Pathways, Landscaping, Mailbox 0,00 Clusters, etc.) We have agreed to install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above- stated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided certification acknowledging completion of any or all work pursuant to the above itemized schec:uie of improvements. Pursuant to the above schedule, 20 percent of thF- commitment Funds (i.e., $6,000.00) will be held back through the normal one-year g-jarantee period or until final City Acceptance of the project takes place or until the City is provided with a separate mainten.an(.e bond, effective for said one-year period from the date of Council tentative acceptance of the work, to assure continued freedom from defects, and maintenance, during the guarantee period. Concurrent with the final release of these funds, establishment proceedings will be instituted. i Letter of Commitment Page 2 It is understood and approved by all parties of concern to this letter of commit- ment that the City of T,gard shall have first claim and priority to the sum of $30,000, less disbursements approved by the City of Tigard, in the event of any defects)/or failures) to correct such in the construction of the required improvements. It is further understood and agreed that the aforesaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed geed that the sum of $30.-,09 less disbursements . , approved pp by the City of Tigard shall be held able to iatisf g avail- able any aforementioned on lean by borrowing party or terminlationboftloan lby lending institut"rdetault D A TE: May 26, 1983 Sincerely yours, Approved and Accepted: CCS PROPERTIES ' Lendin; Institutron� Fredrick C. Cooper (Title Mrhard!t0SFe%ir orn STATE OF OREGON ) COUNTY OF A ASHINGTON ) On this 26th day of flay , 19 33 , before me personally appeared Fredrick C. Cooper , to me known to be the individual nescrrbed in and who executed the within and foregoing instrument, and acknowledged to me that he signed and sealed the said instrument as — h; - free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above writted. NOTAR PUBLIC in and for the State of Oregon, residing at :;'. I%ty Commission Expires i Letter of Commitment Page 3 STATE OF OREGON ) COUNTY OF WASHINGTON ) On this 26th day of %lav 19 33—, before me personally appeared Er aTiarrdt F. Steinborn , to me known to be the individual described in and who executed the within and foregoing instrument, and acknowle•dtjA to me that he signed and scaled the said instrument as his ___ free and voluntary act and deed for the uses and purposes therein mentioned. A ITNESS my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC irVand for the State of Oregon, residing at •_`> My Commission Expires t • First Interstate Mortgages Company Fi Honeywell Center, Suite 929 A 600 1081ti, N E. Irrterswe� Bellevue, WA 98004 ,Mortgage 206 455.5541 A subsidiary of Flq&rgrgtate f1q"rp CCS Properties Limited 11675 S.W. 66th Avenue Portland, Oregon 97223 Re: 11675 S.W. 66th Avenue Portland, Oreq,,n Centlomen: Eased _n tho loan application d,ttvd March •1, !1)h3, and 3Gscciltr_d infrirna- t1cr nd representation made in c•onnoction therewith, First Intr_rst.tt Mortgage Company, a California corr�ora*ian (hernirafter FTMC) , is rl'asc-d tc advise you that it has approved your construction loan on the above-captioned property. The loan has been approved s,.tbje:ct to they following terms and conditions: 1 . :.an Amount: 5760,0,1 .'o 2. Interest Rate: The intorcat rate shall be one and cne-hal: ( lack) l ercent per annum in exre,5 if and floating with the "prime r !tell for short-term commercial loans to substantial corporate borrcw•er3, .Lich from time to time shall be charged by First Interstate Bank of California, San Francisco, to be adjusted commensurate with any change in said "prime rate" on funds disbursed. 3. Interest Payments: interest shall be payable on -r before the tenth day of each month and shall be calculated on the basis of a 365-day year on the funds disb-lrsed to date. 4. Loan Fees: For thri issuance of this commitment, a fee of $11,400.00 is due and payable to F1MC, which is not to be construed a.s interest. Said fee shall be earned by FIMC simultaneously with the issuance of this commitment and shall be payable as follows: (a) The initial Good Faith Deposit of $6,000.00 receipt of which is hereby acknowledged which accompanied the Application. (b) The sum of $5,400.00 earned with the issuance of this commit- ment and payable at the time of acceptance of this commitment. 5. Term: Loan will mature nine (9) months from date of note or at such time as the permanent loan is funded, whichever shall first occur. ( CCS Properties Limited May 19, 1983 Page Two 6. Legal Descri cion: Lots 4 through 8 and Lots 2'7 through 36, Block 7, West Portland Heights, Washington County, State of Oregon. Improvements: All loan proceeds shall he used to remodel existing single story building including new construction of two story addition located at approximately the southwest corner of Haines Road and Southwest 66th Avenue, Tigard, Oregon. The subject property will provide 13,770± square feet Net Rentable Area and the borrowers agree to c,)mplete the project according to th-_ final planF and specifications approved by E'I14C. I 8. Borrower: CCS Properties Limited, a Joint Venture. f 9. Guarantors: (a) Full joint and several guarantee by Fredrick C. Cooper, Erhardt Steinborn and their wives. (b) Guarantee of Completion of project by project General Contractors 10. Se rurity: (a) Eviuence of the intlebtedn«_ss shall be secured by m Deed of Trust/Mortgacre which shall be a first lien on the fee simple absolute title to the real property as described in legal Cescription above, and the improvernent3 thereto, .;uhject only to such encumbrances that shall be acceFtabl.e to FI?!C and free of the possibility of any prior mechanic's and material- men's liens or sFecial assessments for work ccmploted or under construction as of the date of closing. (h) A first and prior security interest in and to all of the personal property now or hereafter located on the property. (c) An assignment of plans and specifications, <urveys, soil. reports, real estate leasesr construction contracts, rents and other such items as FIMC or its counsel deems necessary. 11. Disbursements: Disbursements are to be made in accordance to and in compliance with the loan agreement, certified total c t, arca loan budget. Applications for advances are to be mad:: on or about the first five (5) working days of each month by the Borrower with written certifi- cation of the projec-": architect. Method of disbursement will be 90% of the completed work by the Borrower until 90% of the construction funds have been disbursed. The 10% retainage shall be disbursed upon receipt of an architect's certification of substantial completion, receipt of a temporary Certificate of Occupancv and a lien free endorsement to the title policy. CCS Properties Limited May 19, 1983 Page Three In the event monies provided herein are insufficient to compie�, the project, i.e. , in excess of those projected in the Preliminary Source and Use o: !'nr.ds (Addendum A) , no disbursement what3oever will be made until Borrower has deposited sufficient cash for ::ompletion or has made arrangements for the payment OIL the additional equity satisfactory to FIMC. No funds are to be disbursed until the following _equirements have been satisfactorily met: (a) Receipt of an executed copy of the General Construction Contract agreement. Said ccntractor and contract agreement sub4ec t to the approval of FIpc. (b) Receipt of a commitment for a takeout loan of no less than $760,000.00 fully executed by Borrower and Lender, satisfactory to FIMC. (c) AEproval by Capital Consultants, Inc. of all sub-contras-,ors prior to commencement of construction. (d) Compliance with requirements as set forth in Capital consultants, Inc. takeout corimitment letter. (e) Receipt of a final itemized cost breakdown, signed by Borrower, showing hard and soft costs from which the final Source and Use � of Funds will be prepared. (f) Receipt of final plans and specifications which mush be approved in writing by FIMC. ((i) Receipt of satisfactory preliminary title report, survey and all other documentation as required by FIMC. (h) Receipt of written confirmation from all appropriate suppliers ✓ of utilities that utility services are available to the site. (i) Receipt of building permit and evidence of compliance with zoning environmental protection and other applicable laws and req+.3lations. (j) Soils report prier to commencement of construction, if required ✓ by takeout lender . CCS Properties Limited May 19, 1983 Page Four Additional Requirements: (a) FIMC, at its option, shall have the right to erect at a mutually acceptable location on the site, a sign identifyinq F,'1C as the construction lender. FIMC shall also have the right to prepare and release to newspapers and periodicals of its choice an announcement of this financing. (b) All expenses incurred by FIM^ in connection with the closing of this loan shall be paid by Borrower, including, but not limited tc surveyinq ani recording fors, .whether or not the lean is funded. (c) Order two-part survey: 1. Foundation survey before disbursement For construction, and; � 2. As-Built survey showing dimensions and total sq,:are foot area of the property, dir,_:,sions and locations of improvements, parking areas, easements, adjoining streets, curb cuts, access points, a certification that there are no encroach- ments from or onto the surveyed property, and other details as may be required by takeout lender. 12. Secondary Financing and other Liens: Borrower shall refrain from creating or permitting to exist any mortgage, pledge, security interest, lien or other encumbrance on any real or personal. Property which is subject to a security interest in favor of FIV Any future financing shall be sub3ecc to the prior written approval of FIMC. Prior to disbursement of FTMC' s loan proceeds or any portion thereof, Borrower agrees to retire any unpaid balances owed on any real or personal property which is intend to serve as security for this transaction. Borrower further agree> to take all action neces- sary to promptly sezure releases of all liens and encumbrances which in the opinicn of FIMC are or may be prior to FIMC's security ir.terest. The foregoing requirements shall survive the closing and disbursement of this loan and shall be expressly incorporated into the mortgage or deed of trust. CCS Properties Liva ted May 19, 1983 Page Five 13. Pre-closing Documents: All closing documents shall be satisfactory in form and content to FIMC. Such (iocumentatien shall include, but not be limited to, the following: (a) Cost breakdown or project budget signed by the Borrower ghowinq the total crash requirement, if any, which lust be provided prior to the disbursement of any loan proceeds including, but not limited to, such nor.-construction items as interest during conVol - struction, commitment fees, legal and closing, architectural inspection fees, plus the amount of the direct construction its-ms required to be paid to satisfactorily comp'.ete the project free of liens and, an adequate contingency reserve. Should the total sum of the construction and non-construction items so det.ermined exceed the amount of the construction loan to be advanced, Cher, such expenses must be provided by the L'orrower in cash to FIMC prior to cl.,sing of the construction loan or any disbursement of the construction loan. Funds required as equity may be evidenced by prepaid invoices approved by FIMC. (b) A survey of the subject property, certified by a registcied engineer or surveyor licensed in the State of Oregon, showing legal description, indicatinq total acreage, buiidir.a location surrounding streets, location of utilities, easements and encroachments, and a statement from the surveyor that the pro- posed improvements are not in violation of any setback ordinances or other restrictions. fc) A preliminary title report issued by a title insurance company satisfactory to FI:4C. (d) A copy of executed Joint Venture Agreements and amendments thereto. (e) Lual obligee Bond in favor of FIMC and CCS Properties Limited issued by Corroon & Black of Oregon to guarantee construction contract of Door Property Company, Inc. 14. Closing Documents: (a) A Promissory Note from the Borrower in the principal amount of the lo,,n. (b) Deed of Trust/Mortgage securing both payment of the Note and performance under the Loan Agreement. (c) Building Loan Agreement setting forth the manner and condi- tions under which the loan proceeds are to be disbursed. (d) Guarantee of Completion. (e) UCC Financing Statement. (f) Assignment of the following Leases: Cooper Consultants, Inc. and Water Food and Peseatch Lab, Inc. CCS Properties Limited May 19, 1983 Page Six (g) Assignment of Contracts with Door Property Company, Inc. , general contractor and Lloyd-'.onada, architect. (h) A satisfactory ALTA Mortyage Title insurance Policy shall be issued to FIMC insuring the full amount of the mortgage as s valid first lien on the property in fee simple, subject. only to such exceptions as are approved in writing by FIMC. The. policy shall include such endorsements as FIMC may require and re issued by a title company acceptable to FIMC. Borrower shall furnish to title company and FIMC :atisfar_tory evidence that as of the time of closing all taxes assessed against the project have h--n paid. 15. Alienation: If the POrrower shall sell, convey or alienate the Property nr any part thereof, or ony interest therein shall be divested of it, title or any interest therein, of any manner or way whether voluntarily or involuntarily, without the prior wrl`ten consent of riMC, whi:_h consent shall riot be unreAsonably withheld, FIMC shall have the r.ght, at its option, to either (i) declare the entire unpaid principal and interest balance of the Note secured hereby immediately dile and payable or (ii) increase the interest rate otherwise charged on the Note by two percent (2t) Per annum from ar.d after the date of the Special Occurrence and require the immediate payment of a fee to Beneficiary equal to two Fercont (2a) of the outstanding unpaid prinr.i.Fal ha.lance at the time of the Special Occurrence, which fee shall be in addition to all othe.- amcurte otherwise due Beneficiary and shall in no ev, ! ' reduce the outstanding interest r principal balance of the Note secured hereby. 15. Prepayment: This loan can be prepaid without any prepayment penalty provided the entire loan amount is paid in full. 17. Ownership of Exhibits: In the event FIMC, or anyone claiming under FIMC acq,iires title to the property through forcclostire or otherwise, al-1 engineering reports, land planning maps or other exhibits prepared for the orderly planning of the securities are to beccme the property of FIMC. 18. Commission and brokerage Fees: The Burrower agrees to indemnify FIMC from any responsibility and/or liability fur the payment of any commission charge or brokerage fees to anyone which may tie payable in connection with the subject loan, if applicable. It is understood that any such commission charge or brokerage tees will be paid directly by the Borrower to the parties entitled thereto. I I CCS Properties Liu, ted May 19, 1983 Page Seven 19. Future Financing: The applicant agrees to pay a one percent (1%) ($7,600,00) going out fee in the event FIMC provide^ a long-term financir.i application at the then best prevailing m.drket terms and conditions, and applicant does not accept such application. Che applicant shall not be charged any penalty for not accepting a long-term financing commitment during the original. torm ar;,3 all extensions pert;4ininq to this application. 20. Ins,ecting Architect/Engineer: IMC shall require a preliminary review of the final plans and specifications as well as periodic inspections to be made of the project during the course of con- struction by an independent architect or engineer designated by FIMC. The coat of such roview and inspectiuns shall he paid by the Borrower. 21. Ccr•nr.itment Terminatrt,n: This commitment shall automatically terminate if the construction loan is not closed within 60 da •s from the (late hereof. 22. In3urance: Ajljilicant shall furnish fire insurance with extended coverage endorsement and coverage against other hazards as requested from time to time by FIMC, covering all buildings and personal pro- Ferty t:sed in the operation thereof, in amounts and in such insurance companies as may be acceptable to FIMC. All insurance policies shall ,--,)ntain standard mortgage clauses (without contribution) in favor of FIMC, shall not be terminable without 15 days prior written notice to FIMC, and shall be deposited ea evidence of such insura.ice until the loan is fully paid. Not less than seven days prior to loan disbursement, Applicant will diliv,!r the required policies to FIMC. FIMC shall disb1irse this lean only at such time as all requirements of this Commitment have been satisfied. Any ^difications of this Commitment r Letter roust be in writing and signed by ioth the Borrower and FIMC. Any term or c( ndition of the application waich is not addressed in this Comm!tment Letter shall he binding on all parties. If the terms and conditions contained in this Commitment are satisfactory to the 'Iorrowers, please execute the original letter hereof and return it to F_MC no later than May 24, 1983. FIRST INTEPSTATE MORTGAGE COMPViy Fly � ft Loi Townson Assistant P President 9 CCS Properties Llu►ited May 19, 1983 Page Eight ACCEPTANCr APIA AGREEMENT The foregoing Cnnst.ruction Loan Committrent is hereby accepted this lq A+ day of y►%-Aq , 1983 and the undersigned does hereby agree to be }pound by the terms and conditions contained therein. CCS Propert_i,,s Limited, a Joint Venture By: Fredrick C. Cooper f � f S f: L r r -{ A Erhardt F. Steinborn _ F1° w, ADDENT)UM "A" PH.ELIMINAR': SOURCE Ai1D USE OF FUNDS Source and Use of Funis: Const. Total. Loan Contract ('ost Funds EquitX A. Direct Costs Construction Contract General $126,000 $126,000 Carpentry 97,000 97,np0 Mechanical/Elect. 110,000 1.10,000 Doors 6 Windows 30,000 30,000 Finishes 4" ,000 47,000 j Masonry 34,000 34,000 Foundation 22 ,CU0 22,000 Total Const. Contr. 466,000 466,000 ' Landscaping/Paving 46,000 46,000-- $512,000 6,000-- $512,000 $512,000 B. Indirect Costs Cuildina Permit 5,000 5,000 Architectural/Engineer 38,000 38,000'" Architect/Manac;ement Fc^s 20,000 20,000 .Sewer Connection Fee 30,000 30,000 Loan Fees 24,092 (2)(1) 24,092 1,?,po O Interest 45,000(2) 45,000 Con Angency 20,000 20,000 182,092 102,092 C. Land Payoff 144,00r 65,908 ✓ 78,092 Total A, B and C 5838,092 $760,000 $76,092 1.) FIMC interim and permanent placement fees totaling 519,000 plus Capital Consultants fee of $5,092.00. (2) Based on 60% average disbursed at 13% for nine months. OFFICE METZI. ! R WATER DISTRICT 15.3331 6501 S.W. TAYLORS FERRY ROAD PORTLAND, OREGON 97223 Dste ;'�6 ,3 3 VATFR AVAILABILITY STATEMENT COOPER ASSOCIATE` , '.0: 11675 S9 tib.h Ave ."1;*1ard ,0'1 97223 The Metzver ';later District can provide the minimum State 0� QrePon water ,service requirements: It is the policy of the Metzger 'eater District tj serve water to any property within the district boundaries; pro )er,ty owners nay the pipe, con- struction and meter costs. The District buys all of its water from the City of Portland and its availability to supnly is subject to its agreement, District Comments: nronerty Description: •lashin ton Cju tv «ri C. 11675 SW 66`1, „v , :iLrarc' OR No, of units (New) 5 , 000 Spce ) 717s ,J riceManager J .5. Low;�s;i TAM �. 51983 • COgPER CONSULT",NZ S, INC. _ 9. A eeal: An appeals has been filed XX has not been filed. Notes Any party to the decision may appeal t:his decision in accordance with Section 18.84.250, which 'provides that a written appeal may be filed within fourteen days after notice is given and sent. Notice is given -on May 6. 1983 ''''Aj''�hjrefore the deadline' _._... .:._ for, fi1ing of- an-appeaf'.Yi(r 162-;,1983• ��rIV&) o !3w" . . � "t _Quest 'o"S ` : a�ou have eny questions, ple $cil) the City f Tigard nning�Departmentr63 �t, �- . ', k,L:... aba . (//COrNbTToI0N5 t ;sae" c.c'•-6 r,. 1�,, ,Al' 1. No site work or building shall occur on the site until the portion of + 66th Avenue abutting the roperty is vacated. t r , I,r, , ..iIe im,� ovement la❑ �%Dr rill ,work in the}public right-o>1 ay shall ..�� -W-,be 1Yb> it'd o hn> pp' ' s�'8ui�'� in ` .1 ; g•:, ,idi:ai� plans-�shb),111r nclude details for the cul-de-sac at t he,.epd -,Z Ra lot Street or,eAf necessary, a 6f ''f6i`relo�9tj6jj46f. the,,,eastertii1j1e_�e'bs tb the site frog SW Baylor. Full half.T_,straet improvem4nts shall be conatrpet.d 'taiproved,mity stand ardiWor~•the f�l11"length of SW Baylor St. aunt king+ the.'property. as,�e1 �1f-street 6e�•t-W. VC, pr,pJr ► %1 tl'allcm :x'w►�wJ+ ++li , .... "�► '��`p`w'` 4. A bond for 1002 of the cost of all public impiovements 4iall he r To pos ed withr+1 he City•of Ti agdbcn;�or to.issuant , ferny, bu' Wing permits, T\', �. �y� ,\� Y« �Ft 5. Flans for Nater and sewer service to the site shall be,.submitted to the '�`�•^`+ . Ci�'fdi�''l006va>tl�by.the appropriate utility districts and city departments. 6• An4i� ,drainage plan showing finished floor elevations shall be submitted to and approved by the City of Tigard Engineering DivisioM prior to issuance of building permits. i r wAc , ,: COOPER CONSULTANTSI INC. i-" ENGINEERING I ARCHITECTURE 1 CONSTRUCTION SERVICES 11675 S.W.66th AVENUE • PORTLAND,OREGON 97223• (503)639.4972 70101 May 13, 1983 Department of Public Works City of Tigard 12755 S.W. Ash Tigard, Oregon 97223 ATTENTION: Mr. Bob Thompson Re: New Office Building 11675 S.W. 66th Avenue Gentlemen: Please find attached three (3) sets of plans for a half street improvement on S.W. Baylor Street between S.W. (6th and S.W. 67th. The work calls for a cul-de-sac of the east end of Baylor and minor storm drainage. All items will be additions to the ODOT design to bring the street to City standards, Actual construction will be accomplished by the same contractor through separate negotiated contract. Because the street is currently under the jurisdiction of Washington County, we will contact them as to the posting of a band for public improvements which are a part of our project. Your prompt attention to this matter would be greatly appreciated as building permits will be requested on or about :May 20th. Respectfully, J PER CONSULTANT ti, INC. c -�-'-' Fredrick C. Cooper, P. . President FCC:mIg enclosure WASHINGTOCOUNTY DEPARTMENT OF PUBLIC HATH ENVIRONMENTAL HEALTH AND SANITATION Application Date: S i3�_ _ DATE OF I NSPECT ION �' AUTHORIZATION NOTICE Map ana Tax Lot Number: Township S_ Range _ ILA) Section &6 I T.L. L5 0 f f' Road and Address ��,�v GJ CU _ %r y j, _ Property Cwner 4?0114 1 7 J, 6 G r� c n � This notice authorizes the use of the on-site sewage disposal -vstem located on the property- Identified above to serve a � "�! -, �'��' with a sewage flow up to l S-U !6 �f�c g I Ionstm 21otructure) CONDITIONS OF APPROVAL: p i. j/is+ r ._ - tile.,I "r -K �I'i' �C' .Ari .��',.,,��/� �� S l�C,t, r � f�•�.,r..�_.. Sanitarian .' Q '� p��, I`ate J St-17 1 1/24/81 17CDPF1 i Oo� w ,P ,. •So o � l�/�S e or h �� t X ,f��.� GD N ti!E C T T/O- F(-17'c-),c �y- CITY OF �'/ CrAZa I S k/- <p7 -� A -/,E. 7 I ' X110 T� S 00 - - ----- - X , T� 3900 44-(- TAX G-c rS AgA uNaa=K uIJE UWN�Ei2G�k/r' ,� ,�/a W/C_L- I 2, LAN Coti1P�.£;'/�aN OF c� ry DF ' I r/G49C- '6,ffu/Ef2 -©AhS %'",X' lC7" jQC TO ,(�C.'/C. /h./(aEGt 'f._� '�. 113��/c;�v� E"X /�T 5,E jc'T/G �E�T/C s`y57-,Etifc-- sYr r �� 9V2 - ,FX T T'E,1rt' ,C077f..r Irk nx-f 14E,4LT. 4 I } (� TEMr) th I..I f u ruIre.A: 4 " C. I II i I i i� A F-TE-fc' :7 OF ti/�E W OFFNJ -X /sT- s��r�,tis „ --- — /NT,E R/N/ 'S V'- 7^,=M /J 7"L 3e+oD I r/n/A sy67F" 774 "A1"" / scam —rL 43oo TL 44o o M41AJ T �,E �T/C �.� �� J FvTUAc'E 1"A Rot Al Cr ANO Cotil E y-h''_%CT/oh• 1 ' 114.F_ DR Ai AJ /,v i 41 i N S k Gv Com,�'' i oi- Co0E iz CO kJ45)U L A �JTO , ��JG GGo rN A V6 1 � p vj i 11 T E J16IIr Acces 70/0 , NowI :+i r: _ `_ , iu'M/ M .-.:._ `. ,,,,. �„r., •�,.r},... ^ a.1'7u�'w" Ar-1" -u.'... ry "fit-..., 'r! Y'IM II��IIIl111lIIIl1l11I1111�1��1�111�11111111111�1111r1111�111��1111 111i1�11r11„ If�111 �Illlllllllll�t'Illllllllllllll,lllllllllllllll 111111111111+11 IIIltIl 1111ll I 111111111111111 NOTE: F THIS M iCROF I LMED2 - 3 4 PJ d 7 9 9 110 DRAWING IS LESS CLcAR THAN I THIS NOTICE;-IT IS oUE TO S THF QUALITY OF THE ORIGINAL DRAWING. 0c 62 9Z LZ 92 SZ ►Z EZ ZZ IZ UZ 61 91 LI 91 r1 11P c1 ZI II 01 ----Q. 9 L 9 'S -r--b E�—Z la"l" ' Sol llllUlnuluulunllullnllluu111I�11llluIIIIIN1lulluuhllllflulmf�►lulnnltill I11111111.1111III 111111111111111111111111111111111111111111111111111111111111111111111ifIdill11111 ulunllu�llUa11111111111111111111111111uu11111111Wnuluu�l,u�lll1111111111111�IUIIn - . _ MARCH 28 1992 241( �r N011.: I . 1. All salvaged topsoil acceptable to the Landscape Architect shall be stockpiled as shown I on the drawings. -t 4c t,�, MAxt tv\V/•\ I I 2. Do no work in the existing drain field area west of the exietinF office in future parking lot "B". Verify location of existing drain field with owner. � I 3. All asphalt and concretit work shall be constructed as per the A. P. W. A. specifications. _I a or the ':ity of 'I'ipard's specifications, whichever are the more stringent. 4. All sewer line construction and hookups shall be as specified by the Unified Stwage Agency rules and a peeifications� `, `•/,. SH iwGr70 W C'T`,', DroP7' 0 F Pu15"Ic I rkA.L-T++, I '. (p`' I .. . .. .... , �•. All storm drain lines and hookups shall M constructed as per City of Tigcrd cods. pt4AS9: 6. New one inch water meter shall be installed by Metzger Water District at locstion shown jZ on the plan. (live three weeks notice for hookup time. Existing meter and service to Ss~4r O�.v/16 1.�'S /NTE '/ M `SWE ASA« FLAN +. remain. General contractor will supply and install 1X91 tee and D0 brass 150 PSI test Fate valve Champion or equal, for irrigation supply. Continue run of 1W' schedule 40 PVC for water supply to new office building as shown on plan. Supply additional IP' -PLA/\/ _ brass, Champion or equal, shutoff valve inside new office building at location specified '� ` $ GCA re _ - /vG•<.�' b owner. See Architect's plan for -- - - -� y p potable water hookup inside new office building. I y G& &.CTOAL 6 E.s� -'ONN G /DN A6 P&A 40- ON (Y � ro FAG/u r•.►1TG I I �Y• d W 1vF,� I a CL EAAJ QV)!' 1t - VE>2/F Y L✓/7/•/ G�>'Y' C F TJG.A�C; Dnl � I � I IU �i+Uvh. Sr�eL. J V.+rs: OF AVA11_A95iL.ir-Y N491A,' 4" 1•Vc AS.ANor.Aree 5,CWJKt'• L /N s l'z°oma l�l�w l3cc,b. � I Q -'rt[►2.1f Y LOGIT/O^/ - GArAVe .47- 7o M!/Y. Yo J Nj 2 al ' N I � /JtW 4`' Pt<G �i1AJ/r.�►Ae'( .SICWFr 12. LIA✓E F,Q.�M E�c./�7'. �1,� .. �a(aQ4. rO Ns w " PVG 4A"/TA/AY S G LINE To G71'A/ s7►X'arvr GONNdr-Gf/ON- VEm/F+ LacATiGu�i-c:.F.•�t�r � AT r_7• W/rw D t+1N4 ff__ I 7-G 1'td:Mr1.,. 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I } ' . • - - - . , _.., ,,' _,r... _... ,. . ... M!.+•.a , ��i1i:.... r.. 1111' r.rrrr+.:.Yir ' i IT,I1 11 1fIIlI f11 If1 � 11 f1flllf1f111IIIIII11111 � 1ilrlll � � III � � I111, + rl � � I � � Ii, II � � III � JIn � Illllll ) � IJtIIIIII II � IIIIII , il � lllirl I} t 5 6 - 7 8 0 hU I I 1 NOTE� IF THIS MICROFILMED --�y'�' DRAWING IS LESS CLEAR THAN ' THIS NOT ICfi i•-IT IS DILE TO Tom' QUALITY OF THE ORIGINAL ,..• �: .. DRAWING. OE 62 92 LZ 42 SZ tib �z -.Zz la 02 61 81 LI 91 91 fl EI Z1 II Of d O L 9 S Ir E Z 19111 ��fflilllluuLllillullllliltut�tutlnl�111111t11tI1Hlll.: �'»{��,uln�>r�ulitwilllld111i111ullnlllullu�illnlJlllllllulu11�1uI�IlIIIuNt.IIII11N�n1111InIlfullultff11I1u111ui1111ihu►�l�hllunllulllllll1111I1iIlIllUW�lll�Il11L1111W11t1llilillllllll�lulll y. MARCH 28 l992 1 �� i ,.u,� i r a �,I, p, •✓s �T�'c), I I Q 7-All S,<a.*,*4S&,w ear I x LLJ CD > BY QGOT BY OWNER (cA Q x ._._. _ 13' -- --- - 4' 3 5 -- 5 "" � TYPE DINLET A IE 10 " = 343 .6 3 IE 18 BY O.D.0 T. / EXISTING INLET I I 7 I 18PIPE BYE O.D.0 / - TO BE ABANDONED -W-► --- - -- W -— - --W I ,i i� W ] PIP — - — — - co - --- = N i I, f- + I 0 �j.O.T. TOP OF CURB I --- G I - --G -- -- -- --�+--�G --- G — - ----T- - -- G TA I5 � �, /' END CURB PROFILE POINT PROFILE POINT 2 % 2 ! i 0 I , I S 2�, c p -,�-- , STA 12 + 60 Ik °/° , '-SEE _ S .W. d,� YLOR ST. 66TH ✓� _- S S = 2.94 �jO I NOTE 3Lli F-I 67 TH AVE 1 3 , cr 14 STA i5' I x \ �'_ Q- �---` (D 52 L F. 109 x BARRIER BY O.D.OT 3 8CR 12 + 92 10 " CSP ECR 14 + 79.64 / u �-- 4 PCC SIDEWALK W.».M«,«««�»» _ _yy _. .._.._ _ . y4 -�— x EXISTING FENCE �__ — • .««. .-. - »� .»»»» .�»» �»».�.... ..�.. ,,., , \- 0 DO T TYPE ��C CUR B E = 6 _ PP FENCE TO BE CONSTRUCTED r-- I x BY O.D.OT (ACCESS l;0lvTROL LINE) 4" A.C. WEARING COURSE CLASS " B MIX H EXISTING PP --FUTURE O EXISTING PP -� �' / r/ 1 -- 6 TREATED BASE , TO BE MOVED IE 344 .7 --� 10�� "SP 'n 2 A PAVE OVER ------- PLUG VER --- PLUG FOR FUTURE o WATER VALVE I x O 3 I EXTENSION M v c SECTION A -A cD w —�I 26' COMM. " ` a �' '� I 3 D IVEWAY SCALE : 1 = 5 HORIZ. T 3, PROVIDE 5 1 v~i ud n EXISTING 1 ! = I VERT. 3 = 0 BLDG. / I � v � I�,► AC TAKER � / I � r o 0 'I I cD lO R= 50' ( ,n N W ~ W Z ` .� + FUTURE INLET I I I 12 rn � = 21 28 42 > `Cfip W W GE = 349.5 L = 18 . 74' �m 'd� < o Q a I E = 345.4 NOTES . cn R - `2 x F777771I WORK OUTSIDE OF 1 . CONSTRUCT DRIVEWAYS ACCORDING TO CITY OF TIGARD STANDARD. z z 1 . ' ° 2 8 4 2 ODOT PLANS V uj L = 42 . 80' 2. CONSTRUCT CURB, SIDEWALK, BASE , AND WEARING COURSE ACCORDING �' 0 4 TO ODOT SPECIFICATIONS. Z z R = 15 3. COORDINATE TRANSITION FROM SIDEWALK TO R/W LINE WITH OWNERS z 0 = goo 00,00" LANDSCAPE PLANS. -4-d L = 23 . 56' .s1--P-cillo 4TH h c.CCoyJ444 c-9 (Z LeJI�'�► T� G�i�+ OF 7'ifigrd Q�`r J�J t�6. 6► /.4jre•�Y'• �+ I- " `' z O O 'i w rr w cr 0 PLAN U `' w r ;;GALEI = 2U ' � Q Z W J Z -- --- ---- �- U z o 18. 7 4' _ 42 , 80' (D O N to M r-I (ID 06 fL1 t > -J F- J Lc) a w a w a w m w z _J ui ` "' — + 3 . 16 0 36 0 w 360 c� w LJ w _ O EXISTING GROUND —� / (V W AT + – — Q rn 3 .5 6 - CIRCUL ATICN COPY 0 W a I � ' { ? s$ °�° a0 0 350 w o ro - — - --- - 350 ENDORSED J a r• �r, + z -' ALL SPACES MUST BE ENC)OR 0 2 Il N v c w 60 C APPROVAL OF Z'HE•_SE PLANS Q ti - �, -- --- -- PRIOR TO m Q a cr 0/0 TOP OF CURB EL. 357. 15 I, J + 0 / EXI. TING 8 WATEP MAIN pLJ DY CD w pt_IG AT PI STA. I4 ; 75 BATE waRKs DEPT. onTE -- -- H -- —JDEPT. — - DEPT. E_ PLANNIfdG DAT - - - V J W n BY._ W w 10 CSP 1 gl,lILDINCa DEPT- DATE FUTURE rP.LTH DATE- ---`-DEEPT. pY I CpLIN'fY H_ _ -- S.� ��`.,�"�'� ' I GY CITY ADMI�115'PRA70R �3 340 -- --- - -- - -- -- - 340 TIGARD WATER T. DaTZ: S-- __ GENERAL TELEPHONE BY , --- _ GATE_-.._-- LISA BY PROFILE TOP OF CURBS GAS BY -- Coli! - _ SCALE I 2O HURIZ N W. NATURAL DATg._.__ SOUTH SIDE 1" 5 ' VERT . P a• E. _— T. R. F. D. ir N 0 o � 0 i 13 - - 14 — 15 16 JUN ►y8; i r o 1-1W W ,y, w O �I r 1 1 • ...y _.,,.,v.w..n.— -k_ -.. --.*ar-F ., k • I ' .i. _. • ._-,.. W._. ww+wbsr+t+ .....u•^' ,_ ..` .�.,r`r'.y.'.:h-_...-_'.....yam , _ _ �.�-\�",Y� Y - .•.., � - :Y 1 Il0 ill Itlllll Illllll �i'1 FIIli Ill II� 111II I I III tai ilk Ili II III I�I III I�I 111�II1 III III III III Ili II1 Ili III III III 1111111 ill� I i 1 1 1 1 1 1 1 I NOTE: 1F THIS MICROFILMED I ? 3 4 J 6 7 8 9 _ Q --ll I , DRAWING !S LESS CLEAR THAIN THIIS DUE TO THFSQUALITY OF TIE ORIGINAL DRAWING, --'"" OE 62 Be 12 Be SZ bz EZ ZZ IZ Oz 61 BI LI 91 SI t,I EI 21 II 01 6 8 L 9 IS- � b EI-. z I"•"' , �IIIuIllnulunllulluuluullulluu�ullulnlnitll,uluIIIIIIIIIUIIIIn�IIIIInnIIIIIIInIIu(IIIIIII1111111nIlll'III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIl1111IIIIlIIIlII111111111IIIIlIIIIlII11111111I1lI1I1111InIIIInIIInlluulllullu111WllullulllllullJ.11lultltlltltlllllWlin}1 MARCH , 28 1992 a 4N w R/W c W m BY O.D.O T -- BY OWNER —1 W Q I 13' 4' 3' 5 5' TYPE "D' INLET A IE 10 " = 343 .6 ! E IB" BY GD.OT. I 3 EXISTING iNLET 18" PIPE BY O.D.OT. TO BE ABANDONED - --� pp - - W-- - -W W — --W c - :r c\j + I ODOT O T TOP OF CURB 1 1 I cn --- G — - G -- - X� _—v_- G _ -______ G I (0 `n END CURB PROFILE POINT PROFILE POINT 2 °% O STA 15 2 0 (0 Q I -s-- 2 cn STA 12 + 6 0 1'� 6�AV E — - S = 110 S = 2.g ° --- I NOT 3 u' X S .W. ;, BAYLOR ST. I �\ — 4 % E i ( 67 T H AVE 13 SrA -1 5+06--- �� 14 " - - + - ---- - - - L --- - --- +- - — --- -- - - - --- - - - -- -_ (p 52 L F 109`' I x BARRIER BY O.D.OT BCR 12 + 92 10 " C3P ECR 14+ 79 . 64 �\ // I ........ "— - 4" PCC SIDEWALK kb L-. - yy _r«r,,,,,. 1«« W .«. W ^� — - — x -EXISTING FENCE --- I ' , 1 OD- 0 DO T TYPE "C „ CURB Y E = 6 PP FENCE TO BE CONSTRUCTED 4" A C. WEARING COURSE CLASS " B " MIX BY O.D.pT (ACCESS CONTROL LINE) FH EXISTING PP �/ - FUTURE O EXISTING PP J-� �1 6 " TREATED BASE I 1 TO BE MOVED IE 344 .7 10 CSP 0 Q PAVE OVER - PLUG FOR FUTUREai WATER VALVE I x z 3 I EXTENSION M U ; I I SECTION A -A SCALF 1 " 5' HORIZ. to W 26 COMM. f NW/M1 I DIVEWAY 1" = I ' VERT. 3 W - Q I, PROVIDE 5 1 U) 01 0 EXISTING / _ 31 / BLDG. AC TAPER :2 Q 1 1 I M FUTURE INLET J Q = 21° 28' 42" I I x WLl O Q av i a a� 1 - GE _ 349.5 L = 18 . 71' TES °m 0 � � L' � a a a I E = 345.4 NO R = 2�)" x WORK OUTSIDE OF I CONSTRUCT DRIVEWAYS ACCORDING TO I,ITY OF TIGARD STANDARD. z2 II I I c� O = III 1 ° 2 8' 42 ODOT PLANS Lu V w L = 42 . 80 2. CONSTRUCT CURB, SIDEWALK, BASE , AND WEARING COURSE ACCORDING �" 0 CL TO ODOT SPECIFICATIONS z � c R = 15 3. COORDINATE TRANSITION FROM SIDEWALK TO R/W LINE WITH OWNERS i� zz = 90° 00, 00' LANDSCAPE Pt-ANS. L = 23 . 56' ' ��J er mot r� NJ U Z • w O :D PLAN U SCALE : I " = 20 ' < Oz CC OZ i Lu J - -- / \ Z cr 0 - - V Z o Lu a �— 18. 74' 42 . 80' ! ,n 0 m N ', -- - L to M - N - t Ln u') ul) D' 0) - M M to U M > J H J J > J [] LO a w n- w 0- w co; w w 360 '`� -� + 3. 16 °�°-- 3 6 0 Z _ __� w w W r 2 r 0 EXISTING GROUND —., W w O FILE COPY 13W M 23 . 56' I_ a / i '� 88 °I° Q * T O w a J�0 _ N 0— — ►� - -- 350 ALL SPACES MUST BE ENDORSED J 0 J 0) L' 0 / PRIOR TO APPROVAL OF THESE PLANS �' In Z J ►` `c' N a w 60' C 'L P N - rc) -__-- -- -----_- _- _ PUBLIC WORKS DEPT. 81' i_--- -i- -- - ---- DATE - /- --- -- v _ - TOP OF CURB EL , 357. 15 D"Tc E � oto f- „ PLANNING DEPT, BY m w + -I O �JJ EXISTING 8 WATER MAIN AT PI STA, 14 + 75 BUILDING DEPT. nv.___—___ DATE - - -� COUNTY FIFALTH DEPT. OY,. D-1-E III -- - - - -- W Li w w -10" CSP CITY ADMINISTRA,r014 BY --- D1,TF TIG MRr7 WATER DIST. BY ___ _ D.:TE I FUTURE � GENERAL TCL=PHONE DY. _ _ DA; 340 LI S A E3'Y __.____------- _ _ DATL 340 N. W. NATURAL GAS ©Y-_---__----- DATE PROFILE TOPOF CURB SCALE 1" = 20` HORIZ P. G. E. 8�-- ---- - -- DATE_--____-- SOUTH SIDE 1" = 5' 'VERT T. R. F. D. BY-_-- DATE -.__ ---- -- — -- — — -- -- -----f--= -- - -- N O IN 13 14 15 16 JUN 2 p !"3 W Sl W 1 fJ LL • i� ' .., .., I IIF III 11 I 1 11 ISI 1 1 1 1 I kl L I I I I 11 I I I(I I j I(I 1 I I I I I I I► (�I�j(I I I I.I I 1,I I�:I I I )I i"�'-i`I I I 1 I�i I I I~I I� III I I I I'I 1 I 11 L 1111 111 III ,II III III 111 III III 111..111 III i ( t I�111 1 1 1 1 1 1 ! NOTE: IF THIS M ICROF I LMIED - I 2 ... 3 4 -- - - 5- 6 _ 7 8 9 _ 10 1 1 I?, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL - ----DRAW ING. OE 62 In L? 92 S2 b2 E2 ZZ 12 02 61 81 L 1 91 GI d l E I 21 I 1 01 6 l9 L 9 S �r b E 2 1310190 tllllnllnlllu111t1111111111n1111n11n1�u11�1t11111alnullll1111111U►11u111c1111111t1111!11N11111111nIllullu111111ti1IIIn1111n1�11u11111I1111111nIlIIIln111nuInu�Illlllu1�11111nn�uulllllllllJl111lIIIIIIIIII�IIIIIIIIIIIIIIIIIII�llll�1111, :.:;IIIu�IIlln�uullulllullllH M 3 4 N I , I I I S I I I P' ^ > 'I ; I Q i BY O.D.O.T. BY OWNER ' TYPE °D° INLET 13' 4' 3 5' 5 IE 10" = 343 .6 A 1 IE 18" BY O.D.OT. 1 ' CA I 1 EXISTING INLET /� - IB° PIPE BY O.D.O.T. TO BE ABANDONED U I, W- - W y' I PP - ` _ � m --------------- a N II XXi0fC006 _ F + 1 O.D.O.T. TOP OF CURB I _ 1 LO END ZCURB PROFILE POINT PROFILE POINT J% 2 I I STA 12 + 60 it G STA IS (p N S = 2 .0� S _ � .--- 2 1`SEE T = S .W. tf BAYLOR ST. 66TH o 2 ¢ 1_I CL 67 TH AVE 1 3 " 1 4 SA_ 15+06 I — , 94 % .. �.. � •'• 1 NOTE 3 W 3 BCR 12 +9252 L.F. - 109° BARRIER BY DOOT. � 10° CSP ECR 14 + 79.64 4" PCC SIDEWALK EXISTING FENCE I ODOT. TYPE "C ° CURB -__—'— I E = 6" PP FENCE TO BE CONSTRUCTED BY O.D.O.T (ACCESS CONTROL LINE) 4" A.C. WEARING COURSE CLASS "B " MIX FH EXISTING PP I FUTURE EXLgf71N�gGq� pp ;� c� ' TO BE MOVED IE 344.7 10" CSP 1O A PAVE OVER 1 r 6" TREATED BASE 1 PLUG FOR FUTURE m c WATER VALVE Z 3 EXTENSION + 0 a 0 wm x SECTION A -A TLI 26' COMM. SCALE : " = 5' HORIZ. K F on N 2 1 3 D IVEWAY ` AC VTAPER 1 m t+l o EXBB TING fA I I ' VERT. 3 W _ N m 1 II i ID OI R= 50 rn FUTURE INLET Q= 21° 28 42 I I �G gNCW7W o' I w Z GE = 349.5 L v 18.74' cm p oK IB v 0 `o N IE = 345.4 2 R / y'0 NOTES : III 28' 42" WORK OUTSIDE OF I o I. CONSTRUCT DRIVEWAYS ACCORDING TO CITY OF TIGARD STANDARD. Z z COOT PLANS L = 42 . 80' 2. CONSTRUCT CURB, SIDEWALK, BASE , AND WEARING COURSE ACCORDING TO COOT SPECIFICATIONS. S z O R = 15' a amOO 3. COORDINATE TRANSITION FROM SIDEWALK TO R/W LINE WITH OWNER'S ice+ o L - 23 ,23 ,56' LANDSCAPEr PLANS. �. V I � RGC� ��o � K u�, iN Clay Id u�{�b•uVti PGE , N r 0 0 CK /-c<< .do 1Qodi, � u 6M 3e MIIN o Z PLAN G SCALE : I " = 20 ' it i I I o U 18.74' 42 Bo' n O m A N0 r 0 M N a T + I` + F: C6 m m a a in m m A: M O i — Pro M 7 m m U I V M > J J J J D m 1 W A.1 W O. W 4W 2 J r 36 0 W W J 3. 16 °i° 360 2 ,L1' W h o EXISTING GRO NO W W z R m Q / 23 .56 0' � '� F W eB a 350 m "� I 350a + Z 0 n a N M a w 60' \ > C Q Q TOP OF CURB EL. 357.15ro m Q tan m w + 1,0 0° � EXI TING 8" WATER MAIN AT PI STA. 14 +75 I1r1 0 V J WII� W W 10" CSP W W FUTURE 340 — 340 (n I PROFILE TOP OF CURB SCALE 1" = 20' HORIZ. SOUTH SIDE I" = 5' VERT. x£9 N E 0 o b 61 N flL o 13 14 15 16 o m 0 . �11)�1�11111 1111111 1111�1)L 11111(1 11111(1 1111111 11111(1 I(Ili� il'I 11111(1 11 111 II ,1111 1111111 1)11111 11111(1 11111(1 :111111 1111111 IIII�II 111111 (111111 1111111 Il rllll III � 1 I I I I I I 1 I I 1 . 1 1 1 1 1 11 I 1 I 1 1 I 1 NOTE: IF THIS PICROFILRED --- I 2 r 3 4 5 6 7 -B 9 IIO II Ia) DRAWING IS LESS CLEAR THAN THIS IT IS ORE TO TIE QUALITY TY OFOF ?IE ORIGINAL -DRAWING. OE 82 92 L2 9I2 S2 ►2 E2 2I2 12 02 61 81 LI 91 SI b1 EI 21 II OI 6 9 L 9 SI __AA1, E 2 1 '•f"^ : 24X .IHIIIIIIu611IIIluu1DIIIDIIIRNI1Ng11111161II111111DI1I1IImII1IIIIIIIIINNINN1111111111111pI1111111t111PIIHl!11UIIIIIIIIII IIIIIIIIIIIIIII111111IIIIIIPII�IIIIIIIIIIr,IIIIIIIIIII111111II111I1911111111111�I11111IIIIIIIIII111IIIIlI1WI11WI111IIlOLIIIIIIUlIIIIIIIIIIIIIIIIIWIIII�' MARCH 28 1992 I I I I � I x i w i y Q' I > I BBYO.D.O.T. BY OWNER m 3 x 17 TYPE D INLET 3 5 5 A IE 10" = 344 . 7 3 � IE 18" BY OD07. EXISTING INLET I Ib PIPE BY O.D.O.T. \ TO BE ABANDONED PIP W -- W ------- --W - W — — --- - G --- - -- - ---- G -- - - - I X� - - - ~ 1 0 D.0 T. T U P O F CURB I — -- — �' , - --- - - --- G — �� (D — I PROFILE PINT PROFILE POINT z STA 15 20 rp I 2 %, p STA 12 + 60 i� -- Q F- i Cn HI �667 TH AVE W ��'I BAYLOR ST, 66TH AVE cl) _—_ ..__ _ r 2. :.:•. 14 t0 .:<:;...:. .::. ...............:::•. IIMI!? . . •.... :::: :..............:.. :. :::::. ...... - : ...... . ................ ........ ...... ............... ........... ............ . ................. . ..Ltd. ... . I CD •' ': ^-- 1-4 ....•...:::••.�::::::•.�:•::::::::.:}•:•}:•i:•:iii': me ,,�..�::.,.,..::::•:::•: :::::.::.�:::::.�.:: :•ii riri is is .r .,.V ....1t ........... .............. ,.... ..... .... .... ... I: i# i I .... ...�::::•::.......::::::•:::::. ...!.�v:•i:> f.:::`•i�5:ii:<;5:5:%say•i::::::i ••• .. ....... .. ....... . . :::. ......:::::. :.. ......::.�::::::::::.'•;.}::•::::::::is I P P I EXISTING PP T o EXISTING PP IE 3 4 5 u) ( I 0 BE MOVED . 0 ' \ \ `�/ A TO BE MOVED <' PLUG FOR FUTURE rn m EXTENSION I a) O >. x I \' z REMOVE WATER —� I z �••� `-�� — cD W 1 26' COMM. SECTION A —A Q N > VALVE AND I �I PROVIDE 5 I co U-0o PLUG PIPE I I D IVEWAY SCALE . I = 5 HORIZ. �I I AC TAPER I = I VERT. U) Q In 3 = = u1 II + 10 R= 5U' Q 0Cf 1— o o Q 0 210 28 42 I x z0 (D <7 o w i FUTURE L = 18 . 74 wp > ;=6 O W a , a X w a 10" CSP om Ca cK cfl Q o II I (-) R = 2 2' I x � = III ° 28' 42 I e z Z U L = 4 2 . 80' `L o Q a w = C7 03R = 15' ~ z Q D = 90° OO' OU" L L = 23 . 56' ♦�".rr ilr ~ it r � � 'r FUTURE INLET c~n GE = 348 . 8 v O IE = 345 . 5 VS • w Lu cc PLAN t�0 LIJ SCALE : I " = 20 ' V 4� Q r 0 Z i c n Z W J 18. 74' 4280'— L-L CL — ' d I _ U) 0 N til - — ti to M N d 0> + ti t - -- t ti � m d In 00 co d Lc) u) rr s M - M ILc) CD . uI L > —J I— cr J > IJ �I +J7 2 W a. W a_ W m I W z -J 360 , , / W :.J u + 3 . 16 ° 360 > -1 W W -� i p EXISTING GR(,'JND d AT f� — + - - 23 . 56' ~ cD CL (D , . 88 °Io 350 N O J - ---- - 350 ►� Z UJ -�._ cel N ``� 60, c d M x o'o TOP OF CURB F th m ij T.0 AT PI STA, 14 a; Lr- J C) J L►J 10" C S P FUTURE — 340 — --_— _ _ _ 340 PROFILE TOP OF CURB SCALE I" = 20' HOR1Z SOUTH SIDE I" = 5' VERT . PRELIMI RY �C 13 14 15 — 16 — NOT FOR m ken LL <, ... w k .. T ,.. � .��. ... •� ....,....y�,.�. �+ I w.ri• 1% aTs'w'+M' Y.-". ;�^�`._. -- _�M/hruR.e.y� 1" II� 111 III I'Il III III III III (11 III I{I 111 Ilt I�) !�) `II I�l III III III III Ill llf III tll III III III� IIIwlll III 111 III III III III III III III 111 111 III III III III 111 III NOTE: IF THIS MICROFILMED ( .-.---- 5 — 6 — 7 $ 9 I'o I ( 12 ' DRAWING IS LESS CLEAR THAN ---� THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. .-- OE 62 BZ LZ 917. SZ PZ EZ 2 2 IZ 02 61 131 LI 91 91 bl F- 21 11 01 6 9 L 9 S b E 2 ►11I111111111IIIIIIIIIIIInIIIIIII111111111I111111111I1111111111111111milIIIIII111mIIIIIIIIIIIIIIifIII III itIIIII 11111111111'IIU1I111111111I111111111I1111I111111111I111111111IIItill 11111IIl1111111111�111111111IIIIlIIIl1I11111iIIlIIIII�1111I111111111IIIIIIIIIlIl1111111� MARCH 2 S 19 2 i w LJ m W d1 I _ BY OUOT BY OWNER Q I x 17' 3' 5' 5' TYPE "D" INLET A IE 10 ' = 344 . 7 IE 18" BY ODOT � I I8 PIPE BY O.D.O.T. f -- EXISTING INLET BE ABANDONED ------- -- ao 0 D.07. TOP OF CURB -� __-- - G— - - --- -- G --- - — ►+ —G -----_.— - _—_ _ G —_ _ G - CO - PROFILE POINT PROFILE IT , ° z ---___ _ -- _ __ STA 15 2 0 2 /o O S T'A 12 t 6 0 �� Q I �"---- � c� c� 66TH AVE Si Ct 67 TH AVE S .W. �� BQY'LQIZ ST. ; — -- — - _ -- S= 2.94 °�O ' �� 2 i I w 13 114cr a �► 3 .. r:•:• 1 —� •� • .rrr•r r.r ..r. • .r.. r y•rfi..r •r... • ...r.r. err. r.r • • • .. ... •....... .. .. .•..7•:} 1 V:. .... . 1.L r...r 1.r r..•.•... .... •r.r..f..•. .... Lr ..,. Lr.�yy. - .. . .. ..4 .:•'::rrr r 1 .•..•..:;:::.};•.� L'hVr. r•::h'f::: r..•:r: '..; :: rr. pp \- EXISTING PP p EXISTING PP---// i \ TO BE MOVED IE 345 0 to A TO BE MOVED / jNf PLUG FOR F UTURE } EXTENSION r+ Q z SECTION A -A - 3 REMOVE WATER - cD w II.. Q N > VALVE AND 26' COMM. PLUG PIPE I I 3 DrIVEWAY SCALE . I = 5 HORIZ. ap 3, PROVIDE 5 I cn ud o I � I" = I ' VERT. (!1 AC TAPER to I I V 1- 1 ' R= 50' I I o o Q o M O = 2i° 28 42 I I ?� -=a c W ¢ �� Z FUTURE L = 18 . 74 I u Q o 10 CSP I (2 R = 22' I x • w w III ' 28 42 Z U O I L = 4 2 . 80' w I Q � t•�•r z 3J R = 15' n = 90° 00, 00" }� p L = 23 . 56' I � � FUTURE_ INLET z O GE = 348 . 8 �� z LU IE = 345 . 5 P..AN U w SCALE : I " = 20 ' OLL LJ lJ J z 18. 74' 4 2 8 0' Li n. v co U-) O I v} N I to P ^� In N d 01 — M ' M co _ N7 U IV (� M > .J F- J J > J L] —� d I LJ w a w m W Z J 360 -- M w w i 3 . 16 °�° 3 6'. ►J w O EXISTING GROUND _ q AT Ft 23 56'sI OD ' /r °/O Q- * T sa 350 -- N O� J M � °' �' cr "" — - 350 f` to + Z J ►� ',J a c w 60' C • N TOP OF CURB EL . 357.03 a m w + ? O °/O Al PI STA. 14 { 7 5 u w W w 10" CJP FUTURE 340 -- — — -- - – -{-- 340 PROFILE TOP OF CURB SCALE : " = 20' HORIZ SOUTH SIDE I ' = 5' VERT , NOT FOR COkll'STRUCTION 13 14 15 16 J MAY 161: 3 w In w • ' y . • " '.. - _ •a _'�'•"w:�.'�'. .. ...._.,.. , _. .+... ... _ ap,rN"r;�1{+e'e.4+n"� .- 4,..o'.. - - _ t _ __ _ _ wLzrn i...,.,_._..r ,14, - • w I` I - I ( •I I � ( -�+9.=-w- _':�' -r--.-r.-.. _. .. ,.,:� •._ yy .�.. .•ter..,..•,...,_..:_..�.. .•„'Va,,, .... ..-,..-, ,-F�".'L:...C. -, ,... �1 1�I1111111III111111I 111h11 1111111 1 11111 11111 1 I�III�I j11�1 I�Irl11�r,1. 111�1� 'll��l 1t11�111�1�1�11l�T ill 1111111111tIIII II I IIII III IJill 11111111 rllllll111111111i1i(1111111 � ' Y NOTE: IF THIS MICROFILMED ► —I z 3 [} 5 F 7 11A 9 10 11 �� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DF'Ad I r.'c. OE 62 82 12 9++2 SZ 02 E2 Z2 12 C2 61 81 LI 91 51 bl EI 21 11 01 6 9 L 9 S b E Z I "•"" .1!I�IIIIlnnlulllunlu111nullnllnliltllllJlltlltllluu�lnllllll�uninu(unlnn�ulllllll�lIIIIIIII�IIIIIIIII�III'II11111111111111illllllll�llllllllllillllilll�IIIIIIIl11111LI1111111111111111111111!111111(UII�uIIIUll�11111lII11111iIIIlll1Wr1111111!t�11111111►�1II1111111111111WIIIM � I MARCH 28 1992 I I LuQ x _ a } m BY O D 0 T _ BY OWNER I' x 17 3' 5' T Y P E D INLET -a A I --------- - --- - - -- - ---- 5 IE 10 = 344 . 7 I � � IE 18'' BY ODOT. EXISTING INLET I I Pp 18 PIP BY O.D.O:�. TO BE ABANDONED --- I cn i = N + I OD.OT. TOP OF CURE _ u� -- - I - --- - G- -- - G - — �� --G -� G - -- - - -- G - S fA 15 _20 �p PROFILE POINT PROFILE POINT 2 % O = STA 12 + 6U �, -W — 6 H7 TT AVE 13 �, 6 6TH AVE _- _� _ _ - S - > S .W. BAYLOR ST, 14 STA-15+06 3 " I ----- -� , 2.g 4 % 2 I a h. 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AC TAPER I I = II — c+° (D R= 50' M 0 = 210 28' 42 I x z0 c� ._�W x o W Z —� FUTURE L = 18 . 74' ocU O K ( I (L a h 10" CSP I U a o hU) n R = 2 2' � = III ° 28' 42 " I z z L = 42 . 80' a 3) R = 15 z O = 90° 00' 00" -r(J) L = 23 . 56' J , cr 'r FUTURE INLET .� GE = 348 . 8 .� O O IE = 345 . 5 : CC 2 PLAN (d SCALE : 1 '' = 20 ' V S•I u a i 0 z� o Oz Lu Q cr 18. 74 42 80' w co u� o I rn i c M �N + + Cb Q1 m LLr — fn M M 1n U-) v U M > J F- J cr J > J ui a w a w a. w m La z -� 360 M W w _ `+ 3 ' 16 °i° 360 _ > J I w w O EXISTING GROUND v AT + - M 23 56' an r- °I cO 350 _ N o _ LLJ cy) Lc) -- — — — 350 Q w 60' C d M m 0/0 TOP OF CURB EL , 357.03 _ M m w + I Cl AT PI STA. ! 4 + 75 J - — C) J w W w 10" CSP FUTURE - 340 — - � — -- — 340 PROFILE TOP OF CURB SCPLE. I" = 20' HORIZ. SOUTH SIDE 1" = 5' VERT . PRE [.. IMINARY NOT FOR CONSTRUCTION 13 14 — 15 ----- -- 16 0 1983 W 40 i ` - �., - . . ` - •-- .. ... ��::••"atc�,�yR.g1,^�-, ,,.,. ,_wlMr�++wi�' .,. +a+MrMw+.+ '�`"'.,�'.«, "� � � � � I.1► I I I I I' I l l l l h I I I '1 1 1 1 1 1 1 1 I. 1 1 1 1 (� I I I ! I I I I I � I I I�1 I I�I�I 11 ( I I I I I I I I I I I I I I I I � I IIS � I I � 1 Ilr I I I I � � � I � i I II► 1 � � ~�'y' •J� � I IIIIIIl111II � IIIIIIIIIIII11 � � l � II• � ICII �. � � I � � IIII111 � IIIIIIIJ11111III11 ( IlII1 , 11111I111111 ! 1 NOTE: IF THIS M ICROF 1 Lh:V D `� 4 5 6 7 8 9 1 n _ I I 12 -1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THF QUALITY OF THF ORIG?NAL DRAWING. _ - _...�-_....__._. . _— - - -- -- - — -------- ----+ OE 62 92 LZ 92 S2 b2 E2 2? IZ 07_ 61 91 LI 91 SI bl EI ZI I1 01 6 9 L 9 S �C b IE 2 131011' ��IIIIIIlUImill IIIll Ill IIIIll IIIIIIIWIIll IIIll 1I111iIIll IIll Ill IIIIIIIILIIIIIIIIIIIIIIIII111111lII11111UIIIIIIIIIIIIIIIIIIIIIIIUIIIIWIIIII>jIIIIIlII'If 1111J�JIIlIIllllllll111I1W11111 ARCHM28 1992