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H I ' PNEHIND 51OF-WALK SANITAKY MANHOLE J 5 � 5 IDEWALK 1 _........____.__ 5 E E DETAIL C_ RELOCATE P• P 2 _ RIM i co 3 . 3 4 �` BEHIND SIDEWALK AND �- I. E. 14 �-.7 5.' INSTALL STREET LI GH T A,PJU5-1 01M TO I (FIXTUKE TO CONFORM TO BELOW b06-CK OF SIDEWALK P G. E. ST4NVARD5 FOR CONSTRUCT I Co C UR15 SCHEDULE 11-5) . SEE DET Exp Z;V c, W I / f mow ' y • f.• ' L/ - "' .� �A�Ir � I . wF1 �.K 7 ,�rt! PLA N AC 40) ST . OPN PERMIT N0 . 368--90 ` 1 OF 13 � I � I � I��• ►.I •iI i1lliliI i ( illr �z-tIIII 'r� ► -T��i _._ . .;=�� ,� ' �_... t T�..�,�:_. •�.�_ff T,r� I ._�� I II � �� t,I iI iI iI iI iI ili ( iIiIiI � APRIL10 12993LEGIB�E Ti1NThIS NOTATIONII rTH,$-F DOr�FNT IS LESS ITIS DUE TO YHE QUALITY OF lII8 9 � IiIiI � � -I 26 1 _.J THE ORIGINAL DOCUMENT . No.36 Lill � 111111111,1IlIJI fill llllliii,I�I� IIIIJIIJ 111f1��..�ll . .. 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Z ACK OF SIDEWALK EE Z 2-7 15 E H I N D SIDEWALK AND CON5TKUCT 16 VERTICAL INSTALL STREET LIGHT CR�UMR eP�E-SEEEkDETAILP2 �� ( FIXTURE TO CONFORM TO F. G.E. gTANDARDS FOR - •• .-.-.- �• • a 5CHEDULE 411 — f5 ) . W E ESC, , �.�,U1 ,1 �. IZ ENL T �.f I i� -' � 9 ;b � •-T-,,- � �1. 7 ,�- i CC 1. E . 153. 0C. C uJ SANITAK`�' MANHOLE ��1KM ANHCii» f.-: . r -- %.............. __. ...... W i J- 15 3. 4 ui E X I S I NG T STREET LIGHT ■ uj Lu ST . OPN PERMIT NO . 368-90 • - W a 4 OF 13 0 a ' I I { T I T I I III III IIII I i r I III �� `1 T _ �;S ' ,5�,�� ;•_ '� ' � �t,I I III III I I I III I I I I I I I I I I I I I I I I I I cc 4 LEGIBEE THANTNIS NOTATION , �"rT . 5 71—fillill llI � TH•J•SD06 ENT IS LESS3APRILIT, IS DUE TO iHE QUALITX OF 8 10 11. 26 19 93 THE ORIGINAL DOCUMENT . E 6Z 8Z LZ Z 9Z �Z £Z Z TZ 4Z 6T 8t LT 91 51 IL11 �1 111�1111L11Illll IIII ILILIlll111L1111I111II111J.11J_ Ill UI 1lllllll �111 «IIIICIIII I II I 1i 111111 IIIILaIIIIII .IIIIIIIL ) I IIllillllillllllllllllllll 1111 .1111111fil11118 L Vi llll 11111111111111111111191111111111111111111 aff��w Lillliii IIII I � � IIIII► Ii� II I N t FILE NO.-368-90 72nd AVENUE -- 12700 STR OPN PERMIT .DEFINE:entrct=case->eng definition incorrect ENGINEERING PERMIT PERMIT #. . . . . . . : ENG90-0018 DATE ISSUED: 06/25/90 13y: PRIM. PERMIT #. : SDR90-0005 SITE ADDRESS. . . : 12'700 SW 72ND AVE PARCEL: 2S101AC-OG700 SUBDIVISION. . . . : BEVELAND NO.2 ZONING: C-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . :13 ---------------------------------------- ------------------------------------------ PERMIT TYPE. . : SOP IMPROVEMENTS QUANT RATE VALUE AGREEMENT DATE: / / GRAD/EROS ASSURANCE EXPIRATION--- STIREET PERFORMANCE: / / SAN SEW MAINTENANCE: / / STM SEW UTILITIES ALL OTHER TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ Remarks: STREET OPENING, TO INSTALL HALF STREET IMPROVEMENTS. Permittee: ---- - ------ --- FEES -------------- CENTREX CONSTRUCTION, INC. type amount by date recpt 12900 S.W. PACIFIC HWY OPEN $ 778 .00 JSH 06/25/90 202028 TIGARD OR 97223 Phone #: (50.3) 684 -0443 Engineer: ENGINEER NOT ON FILE $ 778 .00 TOTAL Phone #: ------- REQUIRED INSPECTIONS ------- Permittee/Agent Signature: ---STORM SEWER-- -----STREET--•--- M.H. & C.B. CRB LINE & GRADE PIPE LN & GRD SUBGRADE BCKFLL & CMPCT BASE ROCK AIR & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING COURSE 1312.5 S.W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT P.O. Box 23397 M.H. & C.O. MONUMENTATION Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING Phone #: 639-4171 BCKFLL & CVVCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: ----GRADING----- Carl Vieweg #639-4171 (office) --REPR' S/ADJ, S-- CONTOURS #780-2647 (mobile) DRAINAGE ----PATHWAYS---- EROSION CNTL. OPY TO: APPLICATION -- STREET IMPRO MENT/EXCAVATION Ir �1 (WHITE)-FILE ® (YELLOW). ORDINA TE NO. 74-14 ( INK)-OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) R (BLUE)-APPLICANT r APPLICATION NO.: 4613 ------ APPROVED �� 776.00 NOT APPROVED CITY O I IGARD, OREGON FEE AMT.: f PENDING FEE. PMT. CITY HALL / RECEI T q^�Z-��OZ� 0 1 PENDING SECURITY i PUBLIC WORKS DEPARTMENT BY -- DATE (C— L-Z—TI PENDING AGENCY ''OK'' ! \ppllcation and ProRTrss Record MAINTENANCE BONI It --- FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ]4 PENDING INFORMATION ANNUALy ar EXPIRATI N D E: — ---- PENDING VARIANCE � 368-90 DATE ISSUED (1) PPLICATION IS HEREBY MADE TO EXCAVATE FOR s PERMIT -- - _ R AND INSTAL _-Half - treet_InIR-- vements lGonzaga St) AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY RFOUIREMENTS. APPLICANT Centrex Construction. Inc. _12900 SW Pacific H_y_.._ Tigarq,'OR-97223 684.0443 NAME ADDRESS ONTRACTOR $a111eNE -- vPHONE__-.___ _.----. -_—_`. ADORE34 - CITY C NAME PI ANS BY Chase, Jones & Assoc.,Inc. 1500 SW 12th Avenue le — Portland• OR 97 1PHONE NAME ADDRESS ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST!: S __j9.450.00.__._ DOLLARS A OR OFFI U(2) EXCAVATION DATA: .04 x s �i �50.QO = s_ .Q9DESCRlP'fIONPROGRESS & INSPECTION STATUS STREETNAME SURFACE CUTCUT' CUT MATERIAL INITEM DATE REMARKS/TYPEBV TYPE LENGTH WIDTH DEPTH ITEM AI STREET ED _ INSP•C- (G nza a St eet s atta pedal n) ETION — Q U — E ESTIMATED STREET OPENING DATE:. - ESTIMATED STREET CLOSING DATE: E D STREET - - 00 CLOSED450. (3) SECURITY NO. _- SECURITY AMT f 19, — FINAL iZXe' E" SURETY CONC CO : _. — - - - IsPE . �-7 CERTIFIEDCHECK CASH L) BOND X - — (4) PLOT ?LAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONCiITIONS, FEATURES: EXCAVATION LOCATION AND EXTENT. 1) All work, standards and $peclf-_- h! ications shall be in accord with I I I Lit � fi-ie a ache p an approve by -2-T Notify the City's Inspector Gbffz3gir Stfleet — S.— - - ---639-417" s a r i ng wo - (see attached plan) --- 3) SDR 9U-0005/MIS 90-0003 is f- -- — -- I applicable hereto. -- - -. :-s_ —_ ( TO CONDUCT WORK WHERE 5) NOTE THE CITY OF TIGARD DOES NOT HEREBY, GRANT PERMISSION TO APPLICANTS RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE Or OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH A'_L PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THF. WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WI4IC:H MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE _� � �_ __— DATE �.1-` June 29, 1992 CITY OF TIGARD OREGON Centrex Construction 12900 SW Pacific Highway Tigard, OR 97223 RE: Street Opening Permit # 368-90 I (Assurance Bond, Gonzaga St . at 72nd) Dear Severson: In the matter of the Nineteen thousand four hundred fifty dollar Bond (# _ 1205337 ) between Centrex Construction. Inc. and Amwest Surety Insurance Companv end the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said Bond and, therefore, declares that this assurance obligation is void. If you have any questions regarding this matter, please contact John Hagman at 639-4171 . Sincerely, Randall R. Wooley City Engineer dJ/J11:centrQx.1tr 13125 SV kill Wd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 �ew�o .O, P• 3(�8 - �?O C-�on tea. 17z '� IRE'. C-clr\'s P t-.0-4:0, tj,=�tce LUas nb� in,s�a�led � a��c/ re✓,•eiw o *v4cz_ axe_ n rc( �la�s c�1lc er 164. 1 A ej, t�vt ceaa s Kwok Te 4 r ea� An CC.-u..,t-- '. al Af,.t TW LOc� t W o�Cn �c:v c_vrr�P_ occ t-� �t•mol &v�eine• doU AA, i eCA Jed ~e."/ of)it Mon D� FCS z-7 2�Z 7/17 Z lid Vu-. e{i) All at,%-o 'lo $; 1e tit,_ �u �-�v�e-w � C-�.�1•� c V�cck�� Cis Sr- C_ - l !( t 1Y` k G►I�yy\e. C!Y � sem ,4 �aN-►w+o„� i.5''"`!t 1 INSPECTION NOTICE City of Tigard Building Depart—Or 13125 811 Ball Blvd. Tigard, C regot,• 23 Inspect Lon Line (Rec--o-Phones 639-4175 Businear .•hone: 639-4171 Inspection:_ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk 1 Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. i Post/Beam Mech. Rain Drain insulation -Plumb. f i Plbg. Underfloor Water Line Gyp. Bd. -Mech. t Date Requested:_ _— Tom= --- PH UAddrese: __ Permit IsSc� Builder: — — — — THE FOLLOWING coRRECTIONS ARE REQUIRED: 77, i a — �q h 11�`v✓J�,r�Lug'. r V i Inspector: _ _APPROVED DISAPPROVED —^ APPROVED SUBJECT TO ABOVE Call For Reinsp. MEMORANDUM CITY OF TIGARD DATE: November 8, 1990 TO: File #SDR 90-0005 FROM: Vi Goodwin, Permits Coordinator RE: Certificate of Occupancy, Nonremonstrance Agreement, Performance Bond, Landscaping The Building Division has issued a certificate of occupancy on this project at the request of Mr_ . Rogers and John Schmidt, both of whom were anxious to get a tenant into the building on this date. However, two conditions remain to be satisfied: a nonremonstrance agremment and the installation of landscaping. The nonremonstrance agreement required as a condition of approval for this project is in the process of being reviewed by the City Attorney so that it reflects the circumstances that exist at the 72nd Avenue access. Specifically, the SDR 90-0005 applicants cannot close the access .because there is an easement through the access that is intended to provide access to the site to the south. Also, there is a tax lot in the access that is owned by the State Highway Division. Under these circumstances, the applicants cannot be required to close the access since this would put them in jeopardy of being sued by the owners of the property to the south. The City wants a nonremonstrance agreement that states that in the event the access can be closed, the aplicants will not remonstrate against the closure. This agreement should reflect the circumstances that exist so that the applicants are not forced to close an access over which they do not have absolute control . Until the nonremonstrance agreement is signed by the applicants, the City will not allow the release of L. a perfomance bond. The applicant must also install the required landscaping. Key Bank has submitted a letter indicating they are holding $3000 for Mr. Rogers, to be used to complete the landscaping. Mr. Rogers has agreed to have the landscaping installed no later than January 1, 1990 . So long as the $3000 remains available, the rest of the performance bond may be released upon the signing of the nonremonstrance agreement. This will probably take a few weeks because the agreement must be approved by our attorney and Mr. . Rogers ' attorney. Mr. Rogers has indicated to me that he is satisfied with the requirement that the nonremonstrance agreement be signed before the performance bond is released and has agreed to have the landscaping installed by January 1, 1990 in a conversation we had on the phone today. vg/rogersco.vrg i f CITY OF TIFA RD Septemr . :- 5, 1990 OREGON Mr. Roy R. Rogers 89741 S.W. Iroguoi.s Dr. Tualatin, OR 97062 RE: SDR 90-0005 Dear Mr. Rogers: Enclosed please find a nonremonstrance agreement which needs to be executed, notarized, and .returned to me, to fulfill condition number two (2) of the aforesaid SDR project. Sincerely, /John S. Hagman Engineering Technician dj/l-rr. ..7H Encl. 13125 SW Hall Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- - -- - --- 5 D Uri✓ leif[�v� y„ ef ,ls pc ,rr \ Gc ,y O'DC ELL, RAMIS, CREW CO&IGAN ATTORNEYS AT LAW ;IACKAMAS COUNTY OFFICE JEFF H.BACHRACH BALLOW& WIIIG14T BUILDING 181 N.Grant, Suite 202 CHARLES E.CORRIGAN* 1727 N.W. Hoyt Street Canby,Oregon 97013 STEPHEN F.CREWr�N� Portland,Oregon 97209 (503) 266-1149 PHILLIP E.GRILLO goo WILLIAM A. MONAHAN +�(� '3 0 190 FAX: (503)EESE P. HASTINGS TELEPHONE: 5243-203) �ao2 MARK P.O'DONNELL AUG KENNETHYM. E RGEFTT GARY M. GEORGEFF' DENNIS M. PATERSON III PIFASF.REPLY TO PORTTAN6 OFFICE ROBERT.1. McGAUGHEY' TIMOTHY V. RAMIS special Counsel I+ SHEILA C. RIDGWAY* WILLIAM J.STAI.NAKER August 29, 1990 i 'Also Admitted to Prs tiro in Slate of Wuhinpon Vi Goodwin Development Review Planner City of Tigard P. O. Box 23397 Tigard, OR 97223 N Re: Rogers Nonremonstrance Agreement Dear Vi: Enclosed is a nonremonstrance agreement to be signed by Roy R. Rogers, Julia A. Rogers, Sherman R. Pauly and Jeannie C.Lee. I contacted Mr. Roger's office on August 15, 1990, to determine where all of the parties .lived in order to have the proper number of acknowledgements on the document. Luckily, they all reside in Washington County, so two acknowledge;rents should be sufficient. As with other nonremonstrance agreements, it's important that this document be recorded. tf Phil or I can be of any further assistance, please let us know. Sincerely, O'DONNELL, RAMIS, CREW & CORRIGAN Margare M. Daly Legal Assistant mmdviRar1j\"gj *.hr � CONSENT TO CLOSURE OF SW 72ND AVENUE ACCES,, D AND WAIVER OF RIGHT TO REMONSTRATE WHEREAS, the undersigned, SHERMAN R. PAULY, JEANNIE C. LEE, ROY R. ROGERS and JULIA A. ROGERS ("Owner") warrant that they are the sole owners of real property in Washington County, Oregon, within the corporate limits of the City of Tigard, described as follows: PARCEL I. Lot 1.3, BEVELAND NO. 2, in the City of Tigard, County of Washington and State of Oregon, EXCEPTING THEREFROM that portion conveyed to the State of Oregon, by and through its Department of Transportation, Highway Division by deed recorded April 13, 1982, as fee number 82009016, and PARCEL II. Lot 14, BEVELAND NO. 2, Washington County, Oregon, TOGETHER WITH a portion of that unnamed 50 foot roadway inuring thereto by reason of vacation in Resolution & Order No. 77-107, and; WHEREAS, the Owner has applied to Tigard for site development review approval and a lot lime adjustment to allow construction of. a 5, 693 square foot, two-story office building; NOW, 'THEREFORE, in consideration of and as a condition of the City of Tigard granting approval to the above requests, the undersigned Owner has executed this agreement of consent to closure of the SW 72nd Avenue access to the above-described property .in the City of Tigard upon the following terms and conditions: 1. The Owner and his, her or their successors consent(s) to the closure of the SW 72nd Avenue access to the above- described property in the City of Tigard, and waive (s) any statutory time linit on the effectiveness of this agreement. 2 . This agreement may be recorded and accepted by the City of Tigard as a petition by the owner and his, her or their successors requesting closure of the SW 72nd Avenue access by the City of Tigard. 3 . As Owner of the above-described property, the Owner and his, her or their successors waive(s) any right to remonstrate against the closure of the SW 72nd Avenue actress by the City of Tigard. 4 . This agreement shall run with the land and shall be recorded it. the Deed Records of the County of Washington and all terms and conditions contained herein shall be binding on all heirs, executors, administrators, assigns, and other successors- in-interest to the above-described property. Failure to record this agreement may result in the City of Tigard withdrawing its approval of the above mentioned requests by the Owner. ROGERS CONSENT AND WAIVER - SW 72ND AVENUE ACCESS Page 1 5. If any provision of this document is held to be invalid or unconstitutional by any court of competent jurisdiction or preempted by federal or state regulations or law, such provision shall be deemed separate and independent of the document and such holding or preemption shall not affect the validity of the remaining provisions. 6. If suit or action is instituted to enforce or interpret this agreement, the prevailing party shall he entitled to recover, in addition to costs, such sum as the court may adjudge reasonable as attorney fees and, in the event of appeal, as allowed by the appellate court. DATED this day of — 19--- Owner - Jeannie C. Lee Owner - Sherman R. Pauly Owner - Roy R. Rogers Owner - Julia A. Rogers Mailing Address: _ Telephone No. • STATE OF OREGON ) ss: Washington County ) This instrument was acknowledged before me on 19 , by ---- --- — (SEAL) Notary Public for Oregon My commission expirest _--� ROGERS CONSENT AND WAIVER - SW 72ND AVENUE ACCESS Page 2 " - .t t STATE OF OREGON ) j ss: Washington County ) This instrument was acknowledged before me on lg_ , by (SEAL) INotary Public for Oregon My commission expires:_ I ACCEPTED BY: APPROVED AS TO FORM: City Recorder City Attorney City of Tigard City of Tigard AFTER RECORDING RETURN TO: I 1 i mnxl`.ti,anlVmro rmea.gr ROGERS CONSENT AND WAIVER - SW 72ND AVENUE ACCESS Page 3 �I DATE CENTRE)( INVOICE NO, `—��— _, CONSTRUCTION 6-25-90 -- DESCRIPTION I Ai c C'"� 753 rICARD Dq"TED 8941/1 .9/0 INVOICE AMOUNT R 97223 EDp Street DEDUCTION 4 Bond BALANCE 778.00 CENTRE)( CONSTRUCTION �^ EAKE DSTATWEG0 IONAL z4-22 jj UNITED STATERLAKIO SW GO I+I 14753 OF OREGON-LAKE OSWEGO �� INCORPORATED 12900 S.W.PACIFIC HWY. TIGARD,OREGON 97223 PHONE (503)884-0443 PAY: Seven hundred seventy-eight dollars and no cents DATE CHECK NO. AMOUNT June 25, 1990 14753 $**778.00** r PAY City of Tigard TO THE ORDER OF L 1180 I. 7 5 311' 1: 1, 2 3000 2 201: 14 1 000 5 8 L 1' r ( I t I>; r CIF` tICr,F:>.� F'f rf=lF'T QF" f•,A','rictIr Fk 1:E_IF'r I'd0„ C IAEC F lal100r,,rs�. ,. _ NNrtE s CENT PE:k GON9ZJ RUC T I CIN INC C(-6H AMOUN i r I.).Ot:) AI)DF,E:SS s 129011:1 SW PACIFIC I-Iwv F-A' r•IENT DATE: 06i 5/'911 G..UDD I V 15i I ON I` ,,I r_ARV. (DFS 97.2. :x.7, - f FuF-,, n,5 OF PAYMENT AMOUNT PAII'? F'LIF<FT) E OF F'A'I'MEt.IT AMOUNT F•AID M.I I:E:I,.,L..ANEf_1'I.la._._.._,...,_ _._..,.._._...�. 1�. {_.II' ......_.._...._.....�.._..._......___..__..... t, i .._w..M....__._w._ I F'r_�"11 T NCI, '�,N-_;�,I c,rI,CET r1F'E=rdIIIC_ TOTAL. AMOUNT F'A I U _. , Cit. TA CENTREX CONSTRUCTION INCORPORATI 12900 SW Pacific Hwy. "' Suite C TIGARD, OREGON 97223 { (503) 684.0443 ' ' DATE —T°°"° —_ FAX (503) 620-6692 June 25, 1990 X8941 .01 ATTENTION city of Tigard /Publ 'ic Works Depart_ To City of--Tigard--- "Pauly & Rogers New Facility City Ha11 T-i.9w-d, OR -- -- WE ARE SENDING YOU I Attached [-i Under separate cover via_ Han RUSS ___the following items: I I I Shop drawings f i Prints ❑ Plans ❑ Samples i I Specifications f l Copy of letter I I Change order ❑— COPIES DATE_— No. DESCRIPTION 1 6-25-90 Street Opening Permit Performance Bond 3 6-25-90 Application - Street Improvement/Excavation 6-25-90 Check #14753 for $778.00 6-25-90 Check #14754 for Misc. Fees THESE ARE TRANSMITTED as checked below: I I For approval FJ Approved as submitted ❑ Resubmit_ copies for approval LI For your use ❑ Approved as noted ❑ Submit copies for distribution KI As requested ❑ Returned for corrections ❑ Return _._corrected prints 11 For review and comment ❑ 11 FOR BIDS DUE _ _19 _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS--. COPi TO -_ SIGNS rroarip4n vta!'1. Woo ni„i If enclosures are not •o noted, kindly notify us of o .. STREET OPENING PERMIT PERFORMANCE BOND BUND NO. 1205337 KNOW ALL M :1 BY THESE PRESENTS that we, Centrex Ct)rlstructiOn, Inc. , as Principal, and x •AWN; J��rc ,y ;t1Sa 'dnCt' W. as Surety, are jointly and severally held and bound unto the City of Tigard, Oregon, in the sum of ninteen thousand and four hundred fife Dollars ($191450.00 ) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns firmly by these presents. THE CONDITION OF THIS BOND IS SUCH. That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to construct half street improvemente within the City of Tigard right-of-way of S.W. Gonzaaa Street at 72nd Avenue in Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 code of the City of Tigard, and whereas said application was approved by the City Engineer of said C:,ty and a permit issued, subject to and upon certain conditions, directions, stipulations, terms, proviaions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference new made to all the terms, provisions, specifications and requirements set out, declared and provided for in said I permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of maid permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall aamums the defense of, indemnify and save harmless the City of Tigard, its officers, agents and employees from all claims, liabilities, lose, damage or property directly or indirectly resulting from or arising out of the operations or conduct of maid Principal or any subcontractor in connection with per:.Drmance or conduct of the work under said permit, and shall in all respects faithfully keep and observe all of said terms, provisions, condit.ione, stipulations, directions and requirements, then this obligation im void, otherwise it shall remain in full force and ofect. WTTNESS our hands and seals thio __25____ day of J1JN)E 19sQ James Severson A nt �-7 AMFIEST ETY INSURANC -L`l0 ANY 1 fCddreaa Attorney-in-fact KRISTINE T. NIEDER POWER NUM�kR AMWEST SURETY INSURANCE COM NYF VOID IF NOT USED BY _ -A35723 P.O. BOX 4500,WOODLAND HILLS.CA S .,5.4500 A 3 5 7 2 3A## (819)704-1111 JANUAKY 1, 1991 BOND NUMBEPt_ LIMITED POWER OF ATTORNEY! I No Pother of Atlorney on this form 1205337 _ (READ CAREFULLY) shall be valid as to bonds.under• takings, recogl laancaie or other Thio Power of Attorney hat been To be used on y In conjunction with rhe bond I written obligations in the nature delivered In connection with the specified herein. I thereat executed on or attar said aoove bond number. •ation dab NAME OF PRINCIPAL: im m CWR4lt 1C'rTireaIN TNe, PENAL SUM S_1H.45Q�GD._ -- NAME OF OBLIGEE.- L'I'1'Y OY ?Itt2111Qtf This Power of Attorney may not be dsed In conjunction with any other power of attorney This Power of Attorney is void it altered or erased.This document is printed on blue paper with black and red Ink This power of attorn9 t bears a raised seal of AMWEST SURETY INSURANCE COMPANY.Only originals of this Power of Attorney are valid Pio representations or warranties re larding this Power of Allornev may be made by any person other than an authorized officer of AMWEST SURETY INSUIIANCE COMPANY,and must be if writing.Questions or inquiries regarding this Power of Attorney must be addressed to AMWEST SURETY INSURANCE COMPANY at the address and lel rphone number set forth at the top of this Power of Attorney,Attention,Underwriting Department This Power of Attorney shell be governed by the laws of Ih s State of California Any power of attorney used m connection with any bond Issued by AMWEST SURETY INSURANCE COMPANY on or affair February;1l,1939 must be on Amwest Form UN-A1007(HEV 2189).All other previous power of attorney forms issued by AMWEST SURETY INSURANCE COMPA NY have been revoked and are of no further force or effee'. KNOW ALL MEN BY THESE PRESENTS,that AMWEST SURETY INSU iANCE COMPANY,A CALIFORNIA CORPORATION,pho"C�)mpany'),does hereby makn,constitute and appoint KRISTINE T.NIEDER AS EMPLOYEE OF THE BOND EXPERTS,INC.AND CONTRACT BOND SPECIALISTS,INC. OF PORT'_AND,OREGON ,is i,ur and lawful Altorney(s)-in.Fact,with limited power and euthordy for an 1 on behalf of the Company as surety,to execute and deliver and ethx the seal of the c,omoany thereto if A seal is required,bonds,undertakings,rerognizances or other written obligations in the nature thereofas follows Bid Bonds to$100.000 with prior Company approval; Smell Business Administration Guaranteed Bonds to$500,000; Conr•acl,Court,License.Permit A MlscellPneoue Bonds to 5400,000,vith prior Company approval. Notwithstanding anything contained In this Power of Attorney to the conn try,this Power of Attorney dose not apply to riders,endorsements,consents of surely,supplemental agreements,waivers,extensions of time,or any other document which varies or changes the terms and conditions of any authorized bonds and to bind AMWEST SURETY INSURANCE COMPANY thereby This appointment Is made under and by a ithorl y of the following prrivlsions of the By-Laws ,I the Cnmpany,which are now in full torus and affect Arlicle III,Section 7 of the By-Laws of AMWEST SURETY INSURANCE COMPANY This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of duectors of AMWEST SURETY INSURANCE COMPANY at A meeting duly held on December 15, 1975 RESOLVED that the president or any vice-prebident in conjunction with the secretary or any assistant secretary,may appoint attorneys-in lacl or agents with authority as defined or limited in the Instrument evidencing the appointment in each case,for and on behalf of I-Company to execute and deliver and affix the seal of the Company to bonds,undertakings,racognlzences,and xurMyehlp obligations of all ki icni and said offlr.Prs may remove any Ruch attorney-in-fact or agent and revoke any power of attorney previously granted to such person RESOLVED FURTHER that any bond,undertaking,recognizance.or suretyship obligation shall be valid and binding upon Ile Company (1)when signed by the president at any vita-president and attested and sealed(d a seal be required)by any secretary or assistant secrrtary.or (11)when signed by the president or any vice-presidem or secretary or assistant secretary,and countersigned and sealed(if a seal be required) by a duly authorized olorneym-fact or agent;or (III)when duly executed and sealed(If a seal be required)by one or more attorneys-on-fact or agents pursuant to and within the limit%of the authority evidenced by the power of attorney Issued by the Company to such person or persons RESOLVED t1RTHER that the s,gnature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or cartihcatime thereof authorl.'Ing the execution and delivery of any bond,undertaking,recognizance,or other suralyship obligations of the Company;and such sigislure and-eel when so used shell have(tie same force and effect as though manually SHlxed IN WITNESS WHEREOF,AMwcar SURETY INSURANCE COMPANY has caused these presents to be signed by its proper officers,and Its corporate air at to be hereunto affixed this - 7___day of - __ DeCefllber 19 89_ [,n�- �n-on 1.do i rr---- i4�-- aren 7f- alien�irrNtry STATE Or CALIFORNIA,COUNTY OF LOS ANGELES—as On this_ 7___day of December A D,19_B9__ personally came before me fiery R. 1p9tand Karen G. Cohen AM 7E3T U;.—.:77 IIiZ3Fi.i4CE wiYiAnifY,CALIFOhWI,s wnu vxauutou the duuva mwuinfil xuu n.ey taut .acknowledged the execution of the Same,and being by ma duly swum,did severally depose and saythat they are the said officers of the corporation aforesaid, and that the seal affixed to the above Instrument is the sett of the corporation,end that said corporals seal and their signatures as such officers were duly affixed ,md subscribed to the said Instrument by the authority of the board of directors of said cniporelion Tej/ri r�x:w I !SEAL) is Nrae.�awwn N,Ne/r Pual,C STATE OF CALIFORNIA,COUNTY OF LOS ANGELES—ss CERTIFICATE I,the undersigned,_ secretary of the AMweST SURETY INSURANCE COMPANY,a California corporation.DO HEREBY CERTIFY that the foregoing and atuchsd Powe of Attorney remains In full force and has not been revoked.and furthermore,that the provisions of the By-Laws of the Company and the Resolution@ of the board of directors set forth in the Power of Attorney,an vice Signed and sealed at PORnJWDe _ day of AUN Atter ieev QNMI 4,en n Conjn�epejlrr r,PPLiCAT10N - STRE,€T MPF COPY TO: }��p (WHITE)-FILE O DI I G � P C, L`,y (YELLOW) •INSP. w_ ❑ (PINK) •OTHFR AGENCY (INST U IC '"-- 1 (SLUE) APPLICANT APPROVED I O � SSL � � 10(A APPLICATION NO.: 413 NOT APPROVED (� E't`cC Cd, (Orsi blC'�G� Iln FEC AMT.: s 778.00 PENDING FEE. PMT. ❑ 'M� ` RECEIPT NO.:--.— PENDING SECURITY E] `` ``!S I BY _ DATE PENDING AGENCY "OK" E-1 hAe ;?,6+ 0. w*Vh "a C.IAGi F _ 1 .Jr IN �711(Jy T � �1 I� MAINTENANCE BON r_ PENDING INFORMATION 0 CAS REQUIRED rr�+ 'i ANNUAL [.7 PENDING VARIA CE Elt B%Al'iI e� -1-183 C1 1;1 • EXPIRATION DATE: -me--yeAr PERMIT NO.: -:�Q_- L BY: (1) APPLICATION IS EREBY M i,k ,t; Half Street --.(_Gonz4ga St __ _�_ i�439-4- tDANCE WITH CITY REQUIREMENTS. APPLICANT _ Sherm_an Pain - Roy R. RO-gers 1.0- SW t� .lc Hwv._ T.__ 5��_27.223-__-620-2632_ f NAME ADDRESS CI SHONE CONTRACTOR Centrex c. _12900 SW Pacific Hwy. _ —�!Vrd 9�223__0$4-Q443_ N ME ADDRESS ---- —��- CI PHONE PLANS BY _aha igi Jones Assoc. Inc. 1500 SW 12th Avenue Pott; d QR 72Si1_. 228_9�}g4_ NA ADDRESS— CITY PHONE ESTIMATED IMPROVEMENT 'f TAL VALUATION ( COST): 5 191450.00 _ DOLLARS (2J EXCAVATION DATA: FOR OFFICE use: —T c MIN 0.04 X S 19,450.00 . s 77$.,-W- STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLSO ITEM DATE REMARXS/TYPE BY TYPE LENGTH WID} DEPTH ITEM & QUANTI''TY _ STREET _ FENED _ Gon a a Stre t see attach la IM PO- °u ESTIMATED STREET OPENING DATE: /. -[_ g ESTIMATED STREET CLOSING DATE: / / E (3) SECURITY NO. SECURITYAMT.• , -19,450.00 STREET CLOSE SURETY CO.: __ FINAL Ce R_TIFIEO CHECK 0 ItAS04E_i_-_ /iOND INSPEC. _ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL �' SPECIAL PROVISIONS/CONDITIONS FEATURES: EXCAVATION LOCATION AND EXTENT. \ 1) -All -work, standards and SageCifiCF tions shall be in accord with th( i I 1 1 1 (attached) plan approves] by the ) 1 1 I Cit uR© - - `, S:W: nza1) Notify the City's Inspector - ga street __ 639- 71 before atarting work. (see attached flan) (�✓ 1 SDR 94-0005/MIS 90-0003 is — applicable hereto L i � II I 1 I II (5) NOTE THE C�TY OF TIGARD DOE! NOT, HEREBY, GRANT PERMISSION TO APPI-ICANT TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WAb:'!NGTON COUNTY OR THE STATE OF OREGON. THE IPPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND 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 by: y by: >; APPLICANTS SIGNATURE -- DATE-- / / i STREET OPENING PERMIT PERFORMANCE BOND BOND NO. KNOW ALL MEN BY THESE PRESENTS that we, Sherman R. Pauly and Roy R. Rogers, individuals as Principal, and,Y as Surety, are jointly ana severally held and bound unto the City of Tigard, Oregon, in the sum of ninteen thousand and four hundred fifty Dollars ($19.450.00 ) for the payment of which we jointly and severally bind ourselves, our heira, executors, administrators, successors and assigns firmly by these presents. THE CONDITION OF THIS BOND IS SUCH% That whereas the Principal herein has made application to the City Engineer of the City of Tigard for a permit to construct half street improvements ovements within the City of Tigard right-of-way of S.W. Gonzaga Street at 72nd Avenue in Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein sr►all faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall ' i all respects, whether the same be enumerated herein or not, faithfully comply with the same And shall assume the defense of, indemnify and save harmless the City of Tigard, its officers, agents and employees from all claims, liabilities, loss, jdamage or property directly or indirectly resulting from or anteing out of theNdirect s or conduct of said Principal or any subcontractor in connection withnce or conduct of the work under said permit, and shall in all respecfaully keep and observe all of said terms, provisions, conditions, atipuions and requirements, then thisobligation is void, otherwise it shall ren in in full force and effect. WITNESS our hands and seals this __ day of , 19, Sherman R. Pauly Roy R. R ere Countersigned by: , ti Agont Address — v Attorney-in-fact APPLICATION – STREET IMPRO +IENT/EXCAVATION C �'� COPY TO: ORDINA E NO. 74-14 p _ 1d (WHITE) -FILE t - (YELLOW)•INSP. OTHER (INSTRUCTIONS ON SE 'ABATE SHEET) T (BL E))APPL CANTNC.Y APPROVED APPLICATION NO.: - 41-5 NOT APPROVED ❑ C'I I �� I It'ARU, OREGON FEE AMT.: S �o• PENDING FEE. PMT. [] CITY IIALL RECEIPT NO.: __—.- PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY -_ DATE / L— PENDING AGENCY "OK" ❑ Application and 1'rogress Record MAINTENANCE BO D k PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL ❑ PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: _90 DATE ISSUED: ___._L___1__._ _ BY: (1) APPLICATION ISH REBY MADE TO EXCAVATE FOR AND INSTALL AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQCIIREMENTS APPLICANT `;,�•F �.hu,��u` �1. (Z,�o _ IZ9505.1�,P�s>�►i _�1 ._ 7Zi�__ (oZ0 ZL3Z NAME ADDRESS r rCITY PHONE CONTRACTOR lZ`�AC? �>,I�,, �c_i� s r _TF.�i��_—_ �� NA C ADORES 1 C TY PHONE PLANS BY—�asF NQS t_ _ �_.�SC_OSuJ_ ,IZ� �e, _ �C=o•��a.., .�4� 01 lZU( �Z8-T�d44- NAME \ ADDRESS CITY HONE c^L' ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S ot 9 -)r'' _ DOLLARS FOR OFFICE USE: �jpCMIN, (2) EXCAVATION DATA: 0.04 X s ?� _ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT I CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _ TYPE LENGTH WIDTH r)EPTH ITEM & QUANTI"Y STR[E'T _ P NEO c R TION l Q ESTIMATED STREET OPENING DATE:-�_ / / - S ESTIMATED STREE CLOSING DATE: _-�J - E (3) SECURITY NO. SECURITY AMT,: Z_ ,� CTLOSED SURETY CO,: __ FINAL CERTIFIEDCHECH �! -- CASH D_ SONO INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL f SPECIAL PROVISIONS /CONIDITI NS: FEATURES; EXCAVATION LOCATIO14 ANO EXTENT. ,ua 9 � 1 � `.►,�,`�i', ��T {- '�l�rl/Q �\% � � _ _ - 107 -- 4 1-]l n� ♦ �� _ - - �,� sbI` 90-Ono's MlS `iD--DOD.T., kca_Uf VtG.rG o. (S) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSI' fl TO APPLICANTS Tr` CONDUCT WORK WHERr RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY O' THE STATE OF OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIEt, TO COMPLY WITH ALL PERTINENT LAWS AN[ CONSTRUCTION SPECIr ICATIONS PERTINENT TO CONDUCT Or THE 0ORK, AND TO SAVE HARMLESS THE CIT., AN[ EMPLOYEES AGAINST ANY INJURY OR PAMAGE WHICH MAY RE-JUL r rROM APPLICANTS ACTIONS APPLICANTS SIGNATURE DATE / / :TREET OPENING PERMIT PERFORMANCE BOND BOND NO. KNOW ALL MEN BY THESE PRESENTS that we, JNe��^� 11:�-- °`� as Principal, and _ as Surety, are jointly and`` seve]7 lit he1Fl .and b and un o the Cit Tigard, Oregon, in the sum of ,��.tit��Vn-� le Dollars ($ for the payment of which we jointly and severally bind ourselves, our airs, executors, administrators, successors and assigns firmly by these presents. THE CONDITION OF THIS BOND IS SUCH: That whereas the Principal herein has made application to the C ty Engineer of the City of igard for a permit to r r'0, 1� ~ � witF�ti the City of Tigard right-of-way of Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said r_.ity and a permit iasued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy rf which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions and requirements of said permit and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of, indemnify and save harmlesu the City of Tigard, its officers, agents and employees from all claims, liabilities, l.k.)ss, damage or property directly or indirectly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in connection with performance of conduct of the work under said permit, and shall in all reepects faithfully koep and observe all of said terms, provisions, conditions, stipulations, direct .ons and requirements, then this obligation is void, otherwise it shall remain ii full force and effect. WITNESS our hands and sealer this day (.-);r Countersigned by: { 1 Agent -----�--�^.Address � ^ Attorney-ii-fact br/StrPerf.mst �� ,.,,.z�Fr�, '?pc hti� � ;..:{�,1�..�`�1' ='•�� 7;��Zu1�-�,y a� i,�.�X�Y��b.��'r`�li '�' ,'�`�r��`F�"`I'."A.?.'c�+'��4J,.� �6 ...- �,;w,i.�, p'* ,�}�:.. t .. ..yrtii7c',....., .,�.�,. t Cio C� �i✓r , � �� {Z�:sToP•PrT� til X4&0 0 U-5 Ask l ApCkl . . • l3 50 �14�g/YllEtx-�►YDS . .. D� � 19 N Z: A Cm P 4L0 V LM E e� qID-(C r Z l 111 `t' Q�LsPoS A I.. __ .. 0l2 0� cy 1�OF�� ✓ PLACLr, ,- .. - -_-- __._.. U _ 5bx, �Y/�,11L Z52� LE u . JUN 1 l 1940 p,,,,;� CITY OF TIGARD &A `LII ldV FOc S Lke-W e0 ,a. M} • J�Kcs � � • LA-7-2- CENTRE;: CONSTRUCTION INCORPDRA ) [t[E'�jUrr 1 00 [F jr FD KCG�CiI`��QI� 12900 SW Pacific Hwy:; Suite C TIGARD, OREGON 97223 (503) 684-0443 DATE Jo• No. FAX (503) 620-6692 WE ARE SENDING YOU X Attached I I Under separate cover via k4C-WO Dt-� AYthe following items: 11 Shop drawings ❑ Prints Plans CI Samples 1 i Specifications L Copy of letter ❑ Change order ❑ __,__ ___ _ ___ COPIES DATE NO. DESCRIPTION 1HESE ARE TRANSMITTED as checked below, XFor approval I I Approved as submitted ❑ Resubmit___-copies for approval I For your use ❑ Approved as noted ❑ Submit_____copies for distribu on IAs requested O Returned for corrections ❑ Return corrected prints I I For review end comment I I FOR BIDS DUE __-__ _ 19 _ LJ PRINT,. RETURNED AFTER LOAN TO US REMARKS - Copy EMARKS _COPY TO SIGNED: i10011Ptt�t �,IR,bow No 01471 It enclosures are not as noted. kindly notlty u• f o • CENTREX CONSTRUCTION _ INCORWORA;-T) 12900 SW Pacific Hwy. Suite C TIGARD, OREGON 97223 (503) 684-0443 Yd"May 1990 FAX (503) 620.6692 AT3¢ rlon o�n Hagman T� City of Tigard "�auly, Rogers & Co. I - - - RECEIVED - £�HYI NIT DEVECOPI�w -- - hams delivery WE ARE SENDING YOU 1�9 Attached EJ Under separate cover via_ ___ _ the following items: ❑ Shop drawings ❑ Prints Al '"ans ❑ Samples 1. Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO, DESCRIPTION 3 30 May 90 S. W. Gonzaga St. Half Street Improvements THESE ARE TRANSMITTED as checked below: EX For approval L' Approved as submitted D Resubmit_copies for approval ❑ For your use ❑ Approved as noted 0 Submit-copies_copies for distribution ❑ As requested C] Returned for corrections ❑ Return.--corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE _19 _ D PRINTS RETURNED AFTER LOAN TO US REMARKS COPY ?U SIGNED rnndKt tlat n 1 It enclosures are not at noted. Kindly notify u, t on Z f> oZ l OtC.M •'�a�J�+tt'C� ._._�_��'.�_-�C.�G �r��f �(�l7�) � 1- ,..,�'S ' ..��'ie,.x. ,, i. ,. ,.' ... auax,a „• ... .":'�,s�'a,. . :;5•'��'�a,�"'.fi��, �,��:,'�, ��. o�?- „ :'.c y,:v ':t�:. (OREGON Y OF TIG.�4 RD May 17, 1990 Mr. Errie Jones Chase, Jones & Assoc. , Inc. 1500 S.W. 12th Avenue Portland, OR 97201 r Re: Gonzaga Street Improvement Dear Mr. Jones: Attached please find one sit. of public improvemErt construction pla.,s; said plan having been provided to the City for preliminary review. Our comments are noted thereon. Please make all iiu:essary revisions, and then submit five set(s) to this office to commence the "formal” circulation and final review process. Also, attached, please find a ha,idout which furt:.er describes the aforesaid circulation and review process. Sincerely, . � D T John S. Hagman Engineering Technician jr/jones.JSti enclosure S 13125 SW Hall Blvd. P.O.Box 23397,Tlgarc Dregon 47223 (503)639 171 -- Ilk f rr INDIVIDUAL-GENERAL PARTNERSHIP rc c w STREET DEDICATION KNOW ALL MEN BY THESE PRESENTS, that LfaT le 5 dohex icate to the Public a perpetual right-of-way for s,reet, road, and utility purposes on, over, across, under, along, and within the following described real property in Washinaton County, Oregon: To have and to hold the above-described and dedicate-3 rights unto the Public forever for uses and purposes hereinabove stated. The grantor(q) hereby covenants that they are the owner in fee simple and the property is free of all liens and encumbrances, they have good and legal right to grant their rights above-described, and they will pay all taxes and assessments due and owing on the property. The amount paid for thin dedication is IN WITNESS WHEREOF, the undersigned grantor(s) has (have) hereunto set his (her) (their) hand(s) and seal(s) this / sr dq of f �19 (SEAL) (SEAL) (SEAL %r. II�CCG (SEAL) STATE OF OREGON � as. COUNTY OF WASHINGTON) Personally appeared the above named V l>12Aj r,(,2 To execute—*'t a instrument and eacho them acknowleldged to me that this instrument was executed voluntarily and freely. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of 19 q n 0 Notary for Oregon (NOTARIAL SE11) My Commission Expires:_ Exoiration Date 12/19/93 to / Approvid as to lagal description this 7 _ day a 19 CX) Title: thio day of �41ple `, 19re - Approved GRANTOR'S NAME/ADDRESS DEPARTME T�OF COMMUNITY DEVELOPMENT Sherm14850 S. R. Pnu1y L �,�� 14850 S.W. 141st, Tigard. Or 97224 Byt L t i»" LSC. Jennnie C. LP_P / 14 S.W. 141s,�TJard, t .0r_,� C 4 Title: C'_/4z E/11VL4Le"'- Roy R. Rogers 8741 S,W. Iroquois Dr., T_VAlaCin, Or lulin A. Rogers 97002 8741 S.W. Iroquois Dr 1 Tualatin, Or ked 7 lP 97062 ICHASE, JONES & ASSOCIATES INC. FORMERLY BOOTH A WRIGHT ��[n / : t'v_,zyou �J En5inr-ru J`itwz 18855 C JZ � 1500 S.W.12th AVENUE PORTLAND,OREGON 97201 TEL. (503)226-9844 439 W.POWELL SUITE 3 GRESHAM,OREGON 97030 TEL. (503)669-1234 May 30 , 1990 #7829 DESCRIPTION FOR RIGHT OF WAY DEDICATION A portion of Lot 13 , Beveland No. 2, a duly recorded plat in Section 1 , Township 2 South, Range 1 West of the Willamette Meridian , County of. Washington and the State of Oregon , being more particul.arl} described as follows: Beginning at the northwest corner of said Lot 13 , which point is the southeast corner of the inter-section of S.W. 72nd Avenue and S.W. Gonzaga Street; thence South along the east right-of-way line of S.W. 72nd Avenue 14 . 75 feet ; thence along the arc of a 15. 00 foot radius curve to the right through a central angle of 89°02' 40" a distance of 23 . 31 feet , the long chord bears North 44 ° 3112.0" Fast a distance of 21 . 04 feet to a point in the south right-of-way line of S.W. Gonzaga St . ; thence South 89°02140" West along said right- of-way line, 1.4 . 75 feet to the Point of Beginning. The above described tract contains 46 square feet more or less. IT 0 tt �� as a o, � � A °.Sf CdIIL——_ %�.Q--4fiq- 9C --• �22Q ry i-flh k � 6 * \ b �t • i b 16 0 ol w GRATE.P/9.6/ c, .. Z __-- f —�- r _�'j-'. y �r►..✓� /E.JN-Z/7.S/ -,► i' � y to .rwq //�Q4�/JT � •U /E.ovrf2n3/ C.e. Z I; z I tY-77 a 6 c,lomp A 06.5//lam .lE.'=c/7.SD ` � � � ` b J C` yb ,$+� � r •�,ti t (_'.• tor- s am ra ,:! (� t �c•rr�wwr 1 'cover. OI ry IA7/D C _ J a c • r' cvAFC. .y i4" s [VW. CORNER 01-,(07/3 jo .7_s NB9 cv Iit JA`eo'eva r — 1 R=15.00 i d =69,oe 40" /47.5 0 04 pp • tP h - . . r= DED/Cti_7%ON DET�4�'L •% t: I 7 .L' v V111 e'.00 JY_ IAW R_ eWR .[l7 0.`.•nuc.-r rive { � tl�"9---_.� l cor. iiJc ral , s (K'ov'IY. 4 INDIVIDUAL - GENERAL PARTNERSHIP CONSENT COVENANT (NONREMONSTRANCE AGREEMENT) Street Improvements The undersigned otmers (including purchasers) of the real property described below do hereby record their consent to the formation of a local improvementSri 77 district by the City of Tigard for the purpose of improving �- ilc-r IT—f"acts upon which the described property abuts, The undersigned expressly /41'L waive all present and future rights to oppose or remonstrate against the formation of a local. improvement district for. the improvement of the ahl-14-- street or streets, reserving only the right to er particular cost items in the improvement district C PCC► they may have under the laws of the State of Oregi TL assessment formula. The real property that is the subject of this consen -��ese wee followat �e�otc�ea o, SEE ATTACHED EXHIBIT "A" / IN WITNESS WHEREOF, the grantor(a) has (have) ner• YII (.their) hand(s) and seal(@) this -a_ day of � V (SEAL) ` (SEAL) STATE OF OREGON ) as. County of Washington ) DE IT REMEMBERED, that on this a day of (�YICL1� 19 y7 before me, the undarnigned Notary Pu lic in 'a-n`dd frr—the State of Oregon, personally appeared the within-named r ri�n who is (are) known to me to be the identical individual s) described in and who executed the within instrument and acknowledged to me thet he (Qhe) (they) executed the same freely and voluntarily, IN TESTIMONY WHEREOF, 1 have hereunto set my hand and seal this _a9 day of Notary Pu c or Oregon (NOTARIAL SEAL) My Commission Expires: __Exolratlon Date 12/19/93 Approved nn to legal deecriptiort this 1dsy of - Titl et 'J Approved this .JUS day of Ise --, 19 qv . GRANTOR'S NAME/ADDRESS DEPARTMENT�F-BOMMIQQ UNITY DEVELOPMENT Sherman R. Pauly 14850 S.W. 14Ist,Tigard, Or 97224 Byt Jeannie C. Lee 14850 S,W. 161st Tigard, Or 97224 Titlet Roy R. Rogers 8741 S.W. I uoU Dr.L 'Tualatin, Or Julia A. Rogers 97062 8741 S.W. Iroquois Dr., Tualatin Or ke S 97062 sn•- c�- C� EXHIBIT "Fr That portion of land in Section 1, Township 2 South, Range 1 West, Willamette Meridian. Washington County, Oregon, being more particularly described as follows: PARCEL I: Lot 13, BEVELAND NO. 2: EXCEPTING THEREFRO11 that portion conveyed to the State of Oregon, by and through its Department of Transportation, Highway Division by deed recorded April 13, 1982, as fee number 82009016. PARCEL II: Lot 14, BEVELAND NO. 2: TOGETHER WITH a portion of that unnamed SO foot roadway inuring thereto by reason of vocation recorded in Book 1184, Page 775, said County's Records. jr/beveland.JSH 1 J TICUR TITLE INSURANCE I IWl 1111 POINT //&/719 J / 20 23- p _ N 69• OSE 364 - /i�.� . ��.� i�/�� 112.03 / 7 O SW G( 500 500 400 300 106 c STREt N 12 $ II o a 10 O O 0 00 M 6f•O3�[ N B9.OS�! 131.24 160.00 110,0 109.46 It207 (TO ►USLIC SIT-431 n SW GONZAGA t254 STREET R 116.00 116.00 700 8oc) 1 1 900 I o 1000 200 I I a .35 Ac. -46 - W " 1 1."lo 15 dI 16 a ' 13 .. 14 r, Iln _a16 ^1 W LOI 1 S Z t 701 cn 1 = s ff•OS'w 111 Isz 116.00 116.00 116.00 1 13.7 •' :i [f I1 •0.1 E fT.00 � Q N es• Va 1200 1100 1200 : o �' 1 1 300 SEE r I _ 121 :1 20 1 9 8 18 17 2S I I 1y N 1 � � 1 A O 1 1 0 90 I G60 s 29105,W 1 611.96 1 - \SW. HAMP i 0 N STREET I S�nrHAM STREET 1600 I ` 4G9 Ac 42% - - --- --- --- o � .1 i \ INDIVIDUAL. — GENERAL PARTNERSHIP CONSENT COVENANT (NONRE14ONSTRANCE AGREEMENT) Sanitary Sewer Improvements The undersigned owners (including purchasers) of the real property described below do hereby record their consent to the formation of a local improvement district by the City of Tigard for the purposes of providing public sanitary sewer service that allows the below described property to connect to. The undersigned expressly waive all present and future rights to oppose or remonstrate apainat the formation of a local improvement district for sanitary sewer improvements, reserving only the right to contest thr inclusion of particular cost items in the improvement district proceeding and any right they may have under the laws of the State of Oregon to contest the proposed assessment formula. The real property that is the subject of this consent covenant is described as follows: SEE ATTACHED EXHIBIT "A" IN WITNESS WHEREOF, the grantor(s) has (have) hereunto set his (her) (their) hand(s) and seal(a) this a 9 day or 191. (SEAL) (SEAL) , STATE OF OREGON as. County of Washington ) BE IT REMEMBERED, that on this ��R day of M0.y 19g�, before mi, tba undersigned Notary Public in and for the State of Oregon, personally appeared the within-named r'yLnifly-a___ who is (ere) known to me to be the identical indi.vidual(s) described in and who executed the within inattument and acknowledged to me thgt he (she) (they) executed the same freely and voluntaril.v. IN TESTIMONY WHEREOF, 7 have hereunto set my hand and seal this QLC _ day of _M _ 1 Notary Pu 1 or Oregon (NOTARIAL. SEAL) My Commission Fxpires: ExUlfBllOnD9te12119193 Y l4 Approved ,is to legal description this 7,L day of _�/� i.o-- B y: Title: Approved this JO/�, day (if =_1&q _, 19 ?Gl. GRANTOR'S NAE/ADDRESS / MDEPARTMENT t*UNITY DEE ELOPMENT Sherman R. Pauly // // l4 W 141& Ttiar,l Or 97224 By: Z+ .lG.�(lC�IKnz C Jeannie C. Lee n !4850 S.W. 141st ,Tigard, Or 97224 Title: Roy R. Rogers 8741 S.W. Iro ul_Le Dr.. 'L_'ual1_ti1, Or. Julii A. Rogers 97062 8741 S.W. Iroquois Dr., Tualatin, Or ke TnWMS 062 4' EXHIBIT "PP That portion of land in Section 1, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon, being more particularly described as follows: PARCEL I: Lot 13, bZVEI.AND NO. 2: EXCEPTING THEREFROM that portion conveyed to the State of Oregon, by and through its Department of Transportation, Highway Division by deed recorded April 13, 1982, as fee number 82009016. PARCEL II: Lot 14, BEVELAND NO. 2: TOGETHER WITH a portion of that unnamed 50 foot roadway inuring thereto by reason of vacation recorded in Book 1184, Page 775, said County's Records. jr/beveland.JSH TICUR TITLE INSURANCE IN1114l POINT N e9• 01 t 064 :o ;�f£,i%�%iii�i�/�%A�y/:.i// � ' %/,%%////////.�i1lA/A•A/�/////'/j//,%/i.%l�l/ %///�,%%/, moi.^,//%/.!�'�Ye61L�%/////! IS wO 400I00 IIZ.Os so Stiff/ G( 300 !z : $ o .36Ac• STREI w u „ o ( ( 0 1 0 0 9 0 o f '� a 10 Nes•os'c J _J r. 13..2• 160.00IlaO f09..i, N 99.00'[ 1 I:00 S / TO PVeuc 01t-u) G ONZAGA U54 STREET 900 s 119.00 116.00 �. 700 800 1 1 I I ! I o 1000 200 I I d .33 Ac. 13 y 14 01wb 12 '?16 lb 01 - 15 0 !� � `� Rr \ gol_ MI a o s r 701 o f 1 $ �'"I 1 8 10 q 119.Il0 s e9•Os'w w IISA �' .�____ 11 e.00 1 16.W e9•�V1 N e9• IY� 91.00 .I..4, !/ ' t o i e .a '� t 200 1 1 0 0 Q .« 1 400 00 1 ►'�a• 1 1 3 0 0 i 121 20 ' " • SEE 1 ! 9 t3 I© Ix � Z 17 251f t I o ♦- � ` o 50 1 660 % 99100•w _ HAMPTON •�• ,• STREE` - – T-- - _— ------- sw I ipm 1600 X: STREET �--._.. ,� ►--.--.__ 469 Ac I G O "� INDIVIDUAL • GENERAL PARTNERSHIP CONSENT COVENANT (VONREMONSTRANCE AGREEMENT) Drainage improvements The unde.signed owners (including the persons listed below as purchasers) of the real pr.o,erty described below do hereby record their consent to the formation of a local improvement district by the City of Tigard or other nubltc agency for the purpose of improving drainage systems in the vicinity of or abutting the property described in Er..,io;t "A" below. The undersigned expressly waive all present and future rights to oppose or remonstrate against the. formation of a local improvement district for the improvement of drainage systems in the district, reserving only the right to contest the inclusion of particular coat items in the improvement district proceedings and any right they may have under the laws of the State of Oregon to contest the proposed assessment formula. The real prupc that is the subject of this consent covenant is described as follows: IR WITNESS WHEREOF, the grantor(s) has (have) hereunto set his (herJ (their) hand(e) and seal(s) this �q day of M Q y Z' (S EA-L) ,ftd (SEAL) (SEAL) STATE OF OREGON ) as. County of Washington ) BE IT REMEMBERED, that on this a( _ day of ,M ay _ 19 9n before me, the undersigned Notary Public in and for the State of Oregon, personally appeared the within-named tri y a_"�ny S — who is are known to me to be the Identical individuaJ7.q described in and who executed the within ir,strument and acknowledged to me that he (she) (they) executed the same freely ind voluntarily. IN TESTIMONY WHEREOF, i 'lave hereunto set my hand and seal this Q9 day o f r(1 Cl vl 19 9() Oregon _ Notary Pu�� Or ddr egon (NOTARIAL SEAL) My Commission Expires: __wtrarian nme V119193 Approved An to legal description this _Ly-_ day f VA _ 19_ B� By, Title, Approved this 104� day of 1 7 GRANTOR'S NAMF./ADDRFSS DEPARTMENT Ol01UNITY DEVELOPMENT 7 Sherman R. Pauly 1 � 14850 S.W. 141st, Ti¢ar�Qr 9]I�4 By: cam- l/C l,(i-'7j-� Jeannie C. Lee 14850 S.W. 141ct, Tigard, Or_97224 Title: _ L—'�-� En�,►�nr Roy R. Rogers 8741 S.W. Iroquois Dr., Tualatin, Or Julia A. Rogers 97062 8741 S.W. Iroquois Ur., Tualati_ n _Or k �ST— 97062 EXHIBIT "Pr That portion of land .n Section 1, Township 2 South, Range 1 West, Wialamette Meridian, Washington County, Oregon, being more particularly described as follows: PARCEL t: Lot 13, BEVELAND NO. 2s EXCEPTING THEREFROM that portion conveyed to *+se State of Oregon, by and thrcugh its Department of Transportation, Highway Division by deed recorded April 13, 1982, as fee number 82009016. PARCEL II: Lot 14, SEVELAND 110. 2: TOGETHER WITH a portion of that unnamed 50 foot roadway inuring thereto by reason of vacation recorded in Book 1184, Page 775, said County's Records. ir./beveland.JSH f7.7gC C o� � TICUR TITLE INSURANCE w e?• 05,E 364. - 20 042.03 30 600 500 400 300 100 SW (A J6Ac. STREI 0 12 ; II r 910 o g o o % V h Oo ♦ ♦ n _ _ - o Vr o A - �,J , o z _ = J D o 154.24 - 16400 w 89^0s'E 110.0 10l.,i 112.0] I TO PUBLIC sir_.01 ' S W G ONZAGA ..,e gTRE FT R 11..00 116.00 1 } TOO �� aIm-1 I ' 900 I N 1000 .I I I 1 200 /f�' o .33 Ac. . a `2. 13 14 o I 'Rl 0 15 16 0 I O W = 701 Lv Iy.� �s� Is 11 s.00 116.00 s iilsoo W w B!• lrr N B9•OSE 91.00 'I �p ' o in �o 1200 1100 Q 1-1001 I ►�--' r' I 1300 121 I SEE I - 20 19 " � 16 C, � 17 -1 w x 2S 1 1 9 1 I 0 , o yf; C,so s e!•o�'w S. W. HAMPTON STREET -- - - 1 SW I InM STREET 1600 ( --- 469 - -469 Ac 1 Q TA fz 00 w ...... J. --.- > .............................. ............... ..... 117YEFF?-Hv 0 1 . w wwN-T e;vi - • A F-;: VV . -7 .2 N V AVE�KUE� 51 49 -WA-TF-K- tZT E F W E P. P. �g ...... VALVFI - 4 ................ .-Ad AT.- ..F I z -T-KAF-F-IC 4"V L I ME TREET . L.LGHT -T'0 --0 RM To P.G.E . L4A-rP-F-- iift-ir- - ( F=IX E 70 CON k- .j )N -c -15 P fit VALVE k 1 cc ELI r ............ ................r- . .. ..... ... ........... T ...... ...... .......... ........... ....... ...4 f - KEL( STORM AJT) pli'le 9 ...... If ( Cot ti - 411ry/h CIO'T VER i \- ADJUST VALVE BOX TO MA-TC-H SjE?EWA.LK NOT - - ---------------- - -------- I-E (N) 1115�p 3e� CONSTRUCT VERTICAL I? 1054 1 f!� cuRls SEE DETAIL ........... I. E (moi) 057 .7D CONSTRUCT 1 1,:0 (A, z z I- (W) 1057-.4"5 V E FIT I CA-L- CU P.E5 Z m APLJU5T KIM TO 1 60. C) "-- EE PETAIL CMA, C H F. Ca. gamo�w -A /STORM MANHOLE 6" E)(TrUPE[2 CUK5 (NOT A PAKT OF THIS C:OWTKAr.T, FOC KEFEKENCE RIM 11(00-00 ONLY, I.E . 1572. 55 -170 1 co I. ApJu5T KIM .' MATCH FINISH GRAPE ) PLA N 20, 7 47 ST . OPN PERMIT NO . 368--r-' LEGIBtE TiAN. ThIS NOTATION , ri ITT�Tf '7T ' I ' ll III f- I F THI-8 D04K�NT ' IS LESS 1111111 Jill 1111ill iIr i11nP I I I I I I I I I I I I APRIL 26 ---- 3 7 10 ITIS DUE TO THE QUALITY OF 121 1993 No.36 ef'"010 =moo, THE ORIGINAL DOCUMENT . a"WhL OV bl"fill 89 cz J1 Jill 1 68 9 Sr 1111 Nil IiIIII LIII I II 1111 Till LIII illi III{ IIII I I IIII IIII Illi IIII IIII 11U 111 1111111 IIII I 1 IIII lllilllll Iilllllll IIIlIIIII Iilll!III II I!I i Lr3 + CJ) t", .71tl J*t— ir-4 LL on . . . ....... C-i LJ V-P� I N L-eT -4 eL- WT "I I x Iz C:2 T;N N t:)AA, V; Y 7 F 1(005.(O:t e,> ............... w W GIN HOW w 477' ;7,JF;pF W QI 'DIV, k, 52 ........ ....... ................ ...... . w t>IEHINV S-TOKM A :�� REL , yP. P. 11�(o� z G. 0 LINE- ANIP IN5TAL-1- s-rREE-T LIGHT IzAf�rF-IC- 91 IF F (FIXTURE TO C0NFOKM TO P- 61-F-- 07ANVAR0 .5 FOR . 5C-HE[?IJ.LE 91-f5L)' ............................... y.. ........... ... ........... ....... ....... • A e6AZ5Tkr-v-;,- 16 LIE�C7 7e4e- X 15T I NG CLJFE5 vy DATE 1'Ft r1 TO K ElQrA I N (TYR) =1= ....... ..-, LJANUA.K 10 m 9 — y 1990 ........... DRAWN BY: k� L4 If-e5 I N L,r,T- c Zi G . KLIEV, c7v H.p E�11- W7 zi F. H. i -ILO 11 1-- — -= - - (NECKED BY: K. K .. ... ..... ...... OROCH RELOCATE P. P. Z ' TOK i Zu LIV M-T N"HOLE7 E F T H AND kvitAt-4�il-4 0 L e �O& 00) 5 E H I N D -c51PEWXLK AND REVISONS: . . . TALL 5TR E ET INS 4GINEEK OF f��j L4-C--T S I G H T Cr T X LtX-E7- lr-C- & APJUST To CONFORM TO P. & E m LE AD JUST KIM STANDARDS FOR 50 TO 14P40. 3 8 MATCH E5 c 1K RELOCATE 5ICarl SCHE12ULE 91- e5)- (MkTr.H fbNC-K OF 51PEWAL BEHIND GiDEWALK 0 OF 9112EW&L Af bo wor pm;� T-gLS POLE: SEEMS KIM 1,0 15' 51 P E VqX L K ri - FINISH - To Fp1rczi-1-z IV j L A L u ! p A MATCH To 14 A (MA 0 F 5 Tr _I OF spil SEE DETAIL ACENZIE ENGINEM"O INC 145 Moire- V�. Mme KALL FIX-PITS AMAVb � 'C�G,z.�CC,,Oh She # �!� T04999 DRAWI1468 A6119 TOM paepa"Tv or MACKIN216 60641? j$IjtgI11#44 1#4CONVORAT110 A"D ARE NOT TO OR 06m 04)CCC) IN A04Y MAN046"A"Op? )7Z-:7c WIT" T"a votlyTin" 810$4 or Mal. Xot)z.- / r $NIEET 7-116: OF Z - � 1 - XZ 4��'�� Tim" c��'.� �©�v , AS SIJEMITED FOR CITY R��VIEW 1 / 23 / 90 JOB 11110 188*778.o01 1 3T PERMIT NO , 4 OF _, I 1 11T .11 7 ill� THS DOCiWriNT IS LESS 'rl IT T ' -f 11 LEGIBLE THAN TkIS NOTATION , 71 111111 �1 11111111111 11111111 111 11110, 21111 T'T 31 5 7 1 ' ' ' I ' ll , I APRIL 2C6- 8 9 10 12, 993IT. IS DUE TO THE QUALITY OF I I THE ORIGINAL DOCUMENT . No.36 it`""**""ap~, 0c 6Z i ET YTT 6 Illi X11 111 IIII IIII 1111 IIII IIII IIII III-I III1.1.1U IIII 1��1 11I I 11 IIS IIIL 111 U 11111111 I 1 II 1i 111 III III! IIII IIII Illi IIII l I I I I�IIII IIII IIII IIII lIUIII 111 IIII 111 I Ill111111 IIIIIIIIJILIJI 1ll 9 11 IIII SIlii) I►. 11111111 1711 i F NOTE TO THE FILE FROM: �-c_- IYN _ RE: C��- -9 2 _r FILE: �fl-�S L�C� UL -+Ek,C�LS DATE: 21Z 9A __-(At-KG�ac) - _. --ss JarTO Ao r C- MAQ -fo E 1 r nn A km t JC 'C,t- T I-AQkV, Wf-- TO eL op,4 Pet ar-ma- lQAro i T ro,vs 41,x7 vF- may Pu'bum r , ,roceeuu"y 5 nsured of any c�aurr se loss�s claimed under this p this policy, e shall come to th in the name of the InsureU ally �Oss a e covered by 'lb) In Case any such anion or c state nr,nteree So a n unt of this policy.°f.'^ ,red by a mortg g interposed.^r in case knov ledg loss or darnag tion to purchase said indebtedness,such r i1 the owner oS the indebted �^r T ,r nr rhie rv+licv c,1 rale of tnteresr which�s adverse to the title r1 t of this P°I'cy o the Company shall ha _.-- hnn o1 the mortgage as insured,°be liable bt which 'V ' which the Com an,hall 1.may b cell by inn,bt,t nASS,ecum by a r' S C H E D U L E A Amount $ 149,000. 00 Date December 4 . 1989 At 8 : 00 A.M. Premium $ 572 . 50 INSURED -----SHERMAN R. PAULY, JEANNIE C. LEE, ROY R. ROGERS, JULIA A. ROGERS, each to an undivided one fourth interest----- The estate or interest referred to herein is, at the date hereof, --SHERMAN R. PAULY, JEANNIE C. LEE, ROY R. ROGERS, vested in --- � JULIA A. ROGERS, each to an undivided one fourth interest, as ^ 5 ' tenants in common----- h � The land referred to in this policy is described as PARCEL I : in the City of Tigard, County of Washington I,ot 13 , BEVELAND NO. 2 , and State of Oregon, EXCEP'T'ING THEREFROM that portion conveyed to the State of Oregon, by and through its Department of 1982, as Transportation, t{ighway Division by deed recorded April 13 , fee number 82009016 . PARCEL 11 : Washington County, Oregon, TOGETHER WITH a Lot 14 , BEVELAND NO. 2 , reason portion of that unnamed 50 foot roadway inuring thereto by __----___ vacation in Resolution & Order No. 77-107 •----- --------- i Page 1 of Policy No, 34-144470 NOV2 ( ' 89) f $' 7. Easement, including the terms and provisions thereof, From: Donald A. Vredenburgh and Eileen A. Vredenburgh, husband and wife To: GVNW Inc. /Management Recorded: May 3, 1989 Fee No. : 89-19893 t Records of Washington County, Oregon. For: Ingress, egress and utilities Affects: West 60 feet of South 19 feet of Parcel I 8 . Deed of Trust, including the terms and provisions thereof, given to secure a note, Amount: $109,000 .00 Executed by: Sherman R. Pauly and Jeannie C. Lee, Roy R. Rogers and Julia A. Rogers, each to an undivided one fourth interest, as tenants in common not as tenants by the entirety Trustee: Ticor Title Insurance Company, a California Corporation Beneficiary: Donald A. Vredenburgh Dated: November 30, 1989 Recorded: December 1 , 1989 Fee No. : 89-58433 Records of Washington County, Oregon. --------------------------- I I II i r Page 3 of Policy No. 34-144470 NOW ( ' 8 9) ion ;Y I� TICtoR TITLE INSURANCE i� INITIAL POINT i '01 ZS- ` N e90 OS'E 564Z �b' ,,z.o�i%//,// � 1a O 600 500 400 3O0 100 SW GON .36 A c. STREET 0 12 = $ . �10 O � O O i 13 j\J N 89.05,E 600014.t N ago 05,1 'oT 1100 109.46 111.03 to I TO PUBLIC Sir-431 S W G ONZAGA 2258 STREET' :9 > , \ 116.00 11600 700 800 T i 900 1 0 1000 200 I „ e .33 Ac. I 13 14 alb ' �o IS UI m 16 o W \ R I oI n 1 0 I N �J I N �7 ,`5 j 15 11 a_00 116 00 a s ago 1 g 00 w N age s Y :G 1 N •os E 9T.00 Q ,,0 1 1200 11 0 0 1;00 , o I r IL I I300 0 'e i . SEE 701 MA I _ ol 21 :I 20 y 19 8 18 17 fA 0 2S I I A •c 1 q80 S 69°l S'Ww4 ~ eT4 96 I SW. HAMPTON STREET sw►fnWR N STREET nJ I O ---- 1600 r 469/1c II o - � I SCALE lu = 100' SEE MAP 2S 1 I AS FOR ASSESSMENT PURPOSES ONLY DO NOT RELY ON FOR ANY OTHER USE I IN IT 1A1 or),N 566.03 _ c 600 400 300 o 12 � $ II o0 10 °0 9 • r. • O N ago c Ilno ,Of 61 154.96 160.Co It TO P{AUC 317-al ° SW GONZAGA 225f STRE ° .lo on — lu oo u6 00 113°6 1 1000 700 800 I ' 900 0 I I C CI ^ 13 14 r) I 1'j,$Io IS of y 16 _ pIK Ql 1 � 701 I ° — z _ 7 ,$ ,16.oo _ 1�6 00 I 1 1 5 35 105.61 N • C --- 97 00 N 90 05 O N 6r0 et p O 1 1400 ° i h � I 1300 Y I� /O n N 21 ?( 19 m is 6�0 s 6ro5 w I •C 67�ft 31 S . W. HAMPTON STREET I N i 1600 4 F,9 Ar 4 2 5 e • r O 11 STREETS �I I CITY OF TIGARD NOTICE OF AMENDED DECISION SITE DEVELOPMENT REVIEW SDR 90-0005 ,li^^ LOT LINE ADJUSTMENT MIS 90-0003 v•V + ` LEE/PAULY/ROGERS - OWNER/APPLICANTS _APPLICATION; The applicants request site development review approval to allow construction of a 5,693 square foot, two-story office building. Also requested is approval to allow two parcels of 17,474 and 19,173 squares feet to be adjusted to two parcels of 20,354 and 16,293 square feet. ZONE: C-P (Professional Commercial) . LOCATION: 12700 SW 72nd Avenue (WCTM 2S1 IAC tax lots 700, 701 and 800) . This decision is being amended because the applicant requested that the City reconsider Condition of Approval #7 for SDR 90-0005/MIS 90-0003 pertaining to extending the sanitary sewer line along SW GOnzaga Street. The applicant was originally required to provide sewer hook-up from SW 72nd Avenue to the eastern boundary of the subject site along SW Gonzaga Street for future sewer extension to the adjacent property. Staff has reconsidered the condition and made a determination that the condition should be eliminated because the subject site has adequate sanitary sewer service available from SW 72nd Avenue to serve the proposal. Furthermore, if the condition were to be fulfilled the applicant would be extendincr sewer service to adjacent properties without deriving any benefit from the extension. Therefore, Condition #7, shown below, has been eliminated. ExtP;tsion of the sewer line may be required when the eastern lot (tax lot 000) is developed. THE FOLt,0WiNG CONDTTI,)N HAS BEEN ELIM ..NATED: 7. The applicant shall. provide sanitary sewer service to the east on Gonzaga Street for future connection of the adjacent property. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . ALL OTHER CONDITIONS OF APPROVAL FOR SITE DEVELOPMENT REVIEW SDR 90-0005 AND LOT LINE ADJUSTMENT MIS 90-0003 REMAIN IN EFFECT AS DESCRIBED IN THE NOTICE OF DECISION ISSUED APRIL 4, 1990. D. PROCEDURE 1. Notice: Notice wan posted at City Hall and mailed to: XX _ The applicant and owners XX _ Owners of record within the required distance XX The affected Neighborhood Planning Organization XX _ Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 5/1/90 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in NOTICE OF DECISION - SDR 90-0005/NIS 90-0003 - LEE/PAULY/ROGERS - PAGE 1 accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal. fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. 9/1/90 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. PR PARED BY: -Viola R. Goodwin DATE p� opment Review Planner Lortf-10- APkOVED BY: Keith S. Liden DATE Senior Planner NOTICE OF DECISION - SDR 90-0005/MIS 90-0003 - LEE/PAULY/ROGERS - PAGE 2 bVI �j JNv� Y CITY OF TIGARD NOTICE OF AmEM19D DECISION J SITE DEVELOPMENT REVIEW SDR 90-0005 LOT LINE ADJUSTMENT MIS 90-0003 LEE/PAULY/ROGERS - OWNER/APPLICANTS APL?L c TION: The applicants request site development review approval to allow instruction of a 5,693 square foot, two-story office building. Also requested is approval to allow two parcels of 17,474 and 19,173 square feet to be adjusted to two parcels of 20,354 and 16,293 sq»are feet. ZONE: C-P (Professional Commercial) . LOCATION: 12700 SW 72nd Avenue (WCTM 2S1 1AC tax lots 700, 701 and B00) . This decision is being reissued because it came to the City's attention after the original notice of decision was issued that the SW 72nd Avenue access which appeared to be located on tax lot 700 is actually included in a separate tax ,at (WCTM 2S1 1AC tax lot 701) not under the ownership of the applicants. Because tax lot 701 is not under the control of the applicants, they are unable to satisfy condition a condition limiting the use of this driveway. Therefore, this amended decialon is being issued to reflect this situation (Condition #2) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request SUBJECT TO CERTAIN CONDITIONS. The findings and conclusions on which the decision is based are noted below. A. FINDING OF FACT �I 1. Background The subject parcels were annexed to the City in February, 1979 (Boundary Commission File Y 1360) . In 1983 the parcels were designated c-P when the current Comprehensive Plan was adopted by the City Council (ORD. # 83-24) . 2. Vicinity information , The subject parcels are located in the Tigard Triangle on the souheast corner of SW 72nd Avenue and SW Gonzaga Street. Properties to the north, east, and south are zoned C-P. Properties to the west are zoned C-G (General Commercial) and tr -.he northwest R-3.5 (Residential, 3.5 units/acre) . City Universi .y i3 located north of the site and Phil Lewis Elementary School to the went.. Lets east of the site are occupied by single family residences and to the south by office buildings. 3. Site Information and Proposal The site fronts on SW 72nd Avenue, a major collector, and SW Gonzaga Street, a local street. Tax lot B00 is vacant, grass covered, with evergreen trees along the southern boundary and an evergreen hedge alonq the eastern boundary that provides screening ; NOTICE OF DECISION - SDR 90-0005/14IS 90-0003 - LF.E/PAULY/ROGERS - PAGE 1 for nearby residences. A two-story house occupies tax lot 700. The house has been being used for commercial purposes, most recently a housekeeping service, and is to be removed prior to construction of the proposed office building. Vegetation includes several evergreen and deciduous trees and rhododendron bushes. Several trees have been removed in preparation for the construction of the proposed office building. A permit was issued by the City for this purpose. The applicants propose to adjust the lot line between tax lot 700 and 800 to increase the size of tax lot 700 from approximately 17,474 to 20,358 square feet and decrease the size of tax lot 800 from 19,173 square feet to approximately 16,289 square feet. A 5,653 square foot, two-story office building is proposed to be f constructed on tax lot 700. The building footprint is 2,924 square .'set in size. Twenty seven parking stalls (including 2 handicapped ani 4 compact parking spaces) are shown on the site plan. ACCes6 to the site is currently provided from 72nd Avenue by an 18 I foot wide driveway located on the northeast corner of tax lot 700 (identified as tax lot 701) and from an adjacent site to the south by a private drive. A 2.4 foot wide access is proposed from Gonzr.ya Street. It is to be located approximately 100 feet from the intersection of 72nd Avenue and Gonzaga Street. Sidewalks and walkways provide pedestrian access from the parking lot and from Goazaga Street. The applicants propose to landscape approximately 30% of the site. 4. Agency and NPO Comments The F;igineering Division has the following comments: The applicant has submitted a site plan, plot plan, topographic survey and landscaping plan for a proposed office building on the southeast corner of Gonzaga Street and 72nd Avenue. Findings: a. The site fronts onto 72nd Avenue and Gonzaga Street. 72nd Avenue is a major collector and is partially improved with a tapered pavement from 30 to 15 1/2 feet from centerline with a curb. These improvements were constructed in conjunction with the State signal at Hampton Street and 72nd Avenue. Major collector streets standards require 22 feet of pavement from the centerline with a curb and 6 foot sidew lk. Tire existing right-of-way of 30 feet from center is adequate. Gonzaga Street is a local street and is a narrow paved street. Local streeta require 17 feet of pavement from centerline with a curb and 5 foot sidewalk. Half street improvements, typically required for commercial development, should be installed along Gonzaga Street.. NOTICE OF DECISION - SDR 90-0005/HIS 90-0003 - LEE/PAULY/ROGERS - PAGE 2 The Oregon State Highway Division is working on a plan for najor revisions to the interchanges of Highway 217 with I-5 and 72nd Avenue. Two alternatives are currently being considered. Final selection of the design alternative is still several months away. Detailed design will not begin until the alternative selection process is completed. It appears that the interchange reconstruction will require some modification of 72nd Avenue in the vicinity of the subject site. The final d?sign of these modifications will not be available for some time. Therefore, a future improvement guarantee should be accepted in lieu of half- street improvements on 72nd Avenue, as provided in Code section 18.164.030.A.1.c(vi) . b. One access is proposed to 72nd Avenue and one is proposed to Gonzaga Street. Access to major collector streets is discouraged, especially if an alternate access is provided. Since an access is proposed onto Gonzaga Street, the access to 72nd Avenue should not be allowed. C. The site slopes toward 72nd Avenue. On site storm drainage should be collected an site and discharged into the public storm drainage system in 72nd Avenue. d. A public sanitary sewer line exists in 72nd Avenue which can provide service to the site. However, a public sewer line should be in©talled to the east in Gonzaga Street to provide future service to parcels to the east of the site. The Building Division notes that a demolition permit will be required for removal of the existing buildings. NPO M4 reviewed the proposal and expressed concern about the 72nd Avenue access, the increase in vehicular traffic along 72nd Avenue with no provision made for pedestrian amenities, and the long term impacts of allowing commercial development so near the Phil Lewis Elementary School. The Fire District comments that fire hydrants will be required in accordance with the Uniform Fire Code and that installation must be coordinated with the Tigard Water District. The Metzger Water District , General Telephone, Metro Area Communications, and Portland General Electric have reviewed the proposal and have no objections to it. No other comment.s have been received. B. ANALYSIS AND CONCLUSION Section 18. 120.180 refers to the specific chapters of the Community Development Code which must be satisfied in order to gain approval from NOTICE OF DECISION - SDR 90-0005/MIS 90-0003 - LEE/PAULY/ROGERS - PAGE 3 the Planninq Director or his designee for a site develop.rient review. The chzpters referred to contain standards for development in the C-P zoning district, landscaping and screening, off-street parking and loading, visual clearance areas, access, egress, and circulation, and signage. With respect to these standards the proposed development exceeds the requirements for minimum lot size and lot width. No front, corner, side, or rear yard setbacks are required. Visual Clearance Area standards are satisfied. Approximately 308 of the site is to be landscaped (158 is required) and the proposed structure does not exceed the maximum allowable building hE ht. There are several aspects of the proposal that will require mudification or clarification, discussions of these follow. Landscaping and Screening The applicants have submitted a landscaping plan that is not in agreement with the site plan with respect to the layout of the b4illding and parking lot. It is deficient in the number of street trees along 72nd Avenue and Gonzaga Street, there are no trees shown in the parking lot islands, and the ground cover selected for use in the parking lot planters will not sufficiently screen the parking area. A revia,ad landscaping plan must be submitted showing street trees, parking lot screening, and trees to be planted in the parking lot islands in conformance with Code section 18.100 (Landscaping and Screening), in addition to the information shown on the previously submitted site plan. off-street Parking The standards for off-street parking are satisfied as to number of required parking spaces (27 provided, 16 required) and handicapped spaces (2 provided, 1 required) , however no provision has been made for bicycle parking. One secured bicycle rack space must be provided for each 15 required parking spaces. Access, Eqress, and circulation Section 18..108.060 (Inadequate or Hazardous Access) states that access to collector streets shall be considered only if there is no alternative way to access the site. In this case, there is an existing access shown on the site plan to 72nd that the applicants intend to use. However, becaune there is a preferred alternative access on Gonzaga, access on 72nd Avenue will not be permitted. The applicants must submit a revised site plan that reflects the closing of this access. An additional access to the subject site from the adjoining parcel to the south also exists and in depicted on the site plan. The origin of this driveway is unknown. It was riot approved as part of the site development review for the adjacent sites (SDR 45-77) on which it is located. Staff has no objection to the continued common use of this driveway if the access to 72nd Avenue is eliminated. NOTICE OF DECISION - SDR 90-0005/MIS 90-0003 - LEE/PAULY/ROGF.RS - PAGE 4 Outdoor Lighting The site development plan does not show the location of outdoor lighting as required by Section 18.120.110. The applicants should include this information on the revised site plan. C. DECISION The Director'B designee approves Lot Line Adjustment MIS 90-0003 subject to the following conditions: 1. Prior to recording the lot line adjustment taje applicants shall submit a survey map and new legal descriptions for both parcels involved in the lot line adjustment for City staff review and approval. STAFF CONTACT: Jon Feigion, Engineering Division (639- 4171) . IF THE APPLICANTS DO NOT COMPLETE THE LOT LINE ADJUSTMENT IT SHALI. BTS NECESSARY TO SUBMIT A NEW APPLICATION FOR SITE DEVELOPMENT REVIEW AND THE FOLLOWING DECISION SHALL BE INVALID. The Director's designee approves Site Development Review SDR 90-0005 subject to the following conditions: 9 UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO OBTAINING BUILDING PERMITS. 2. Access by way of the existing SW 72nd Avenue driveway shall not be permitted. In addition, the applicants will sign a nonremoetrance agreement waiving the right to oppose the closure of the 72nd Avenue access. STAFF CONTACT: Vi Goodwin, Planning Division (639- 4171) . 3. A revised site plan shall be submitted which shows the location of outdoor lighting and the location of a bicycle rack which will provide at least one space for a bicycle. The design of the bicycle rack must be approved by the Planning Division. The site plan shall also show the location of proposed utility lines. STAFF CONTACT: Vi Goodwin, Planning Division (639-4171) . 4. A revised landscaping plan shall. be submitted which shows a street tree spacing of no more than 40 feet along SW 72nd Avenue and SW Gonzaga Street and parking lot screening as required in Code Section 18.100.110. STAFF CONTACT: Vi Goodwin, Planning Division (639-4171) . 5. The applicant shall provide fcr roof and pavement rain drainage to the public stormwater drainage system or by an on-site systvm designed to prevent runoff onto the adjacent. property. STAFF NOTICE OF DECISION - SDR 90-0005/HIS 90-0003 - LEF./PAULY/ROGERS - PAGE 5 CONTACT: Brad Roast, Building Division (639-4171) . 6. Tho applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 7. The applicant shall provide sanitary sewer service to the east on Gonzaga Street for future connection of the adjacent property. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 8. An agreement shall be executed by the applicant, on forms provided by the City, which waives the property ownerly right to oppose or remonstrate against a future Local Improvement District formed to improve SW 72nd Avenue. STAFF CONTACT: .Ton Feigion, Engineering Division (639-4171) . 9. Standard half-street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities shall be instal.l.eO along the Gonzaga Street frontage. Improvements shall be desianae and constructed to local street standards and shall confor.0 to the alignment of exicating adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 10. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Division. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval. (NOTE: these plane are in addition to any drawings required by the Building Division and should only include sheets relevant to public i.mprovemenCs. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 11. Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the public improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, a developer-engineer agreement, the payment of a permit fee and a s'_gn installation/streetlight fee are required. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 12. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plane - Technical Guidance Handbook, November 1989." 13. A demolition permit shall be obtained prior to the removal of the existing structure. STAFF CONTACT: Brad Roast, Building Division (639-4171) . NOTICE OF DECISION - SDR 90-0005,/MIS 90-0003 - LEE/PAULY/ROGERS - PAGE b a 1 I i' / THIS APPROVAL IS VALID IF EXERCISED WITHIN 18 MONTHS OF THE FINAL DECISION DATE NOTED BELOW. l D. PROCEDURE 1. Notice: Notice was posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 4 17 90 UNLESS AN t APPEAL IS FILED. i 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must ba filed with the city Recorder within 10 days after notice is given and hent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Bivd., Tigard, Oregon. The deadline for filing of an appeal in 3:30 p.m._4Zjj/9D I I 1 4. Questions: If you have questions, please call city of Tigard Planning Department, city of Tigard city Hall, 1315 SW Hall Blvd. , Tigard, Oregon. Illel e� PREPARED BYt Viola R. Goodwin DATE Do,'hiopment Review Planner APPROVED PY: Keith S. Liden DAT Senior Planner it NOTICE OF DECISION - SDR 90-0005/MIS 90-0003 - LEE/PAULY/ROGERS - PAGF 7 C9A ✓ fA � CITY OF TIGARD NOTICE OF DECISION- SITE DEVELOPMENT REVIEW SDR 90-0005 LOT LINE ADJUSTMENT HIS 90-0003 LEE/PAULY/ROGERS - OWNER/APPLICANTS APPLICATION: The applicants request site development review approval to allow construction of a 5,693 square foot, two-story office building. Also requested +s approval to allow two parcels of 17,474 and .19,173 square feet to be adjusted to two parcels of 20,354 and 16,293 square feet. ZONE: C-P (Professional Commercial) . LOCATION: 12700 SW 72nd Avenue (WCTM 2S1 1AC tax lot 700 and 800) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request SUBJECT TO CERTAIN CONDrTIONS. The findings and conclusions on which the decision is based are noted below. A. FINDING OF FACT 1. Background -The subject parcels were annexed to the @f by-..in.,February, 1979 a. (Boundary Commission Filo i 3.360) . In -1984_-Ahe parcels were rte► ^ - -designated C-P when the curr:?nt Comprehensive.-P"fr was adopted by :�. the City Council (ORD. N 83-24) . 2. Vicinity Information The subject parcels are located in the Tigard Triangle on the s04heast corner of SW 72nd Avenue and. SW Gonzaga Street. :W �,ey-f-• Properties to the north, east, and south are zonod C-P. Properties -- ---- to the west are zoned C-G (General Commercial) and to the northwest R-3.5 (Residential, 3.5 units/acre) . City Univeraity is located north of the site and Phil Lewis Elementary School to the west. Lots east of the site are occupied by single family residences and to the south by office buildings. 3. Site Information and Proposal The site fronts on SW 72nd Avenue, a major collector, and SW Gonzaga Street, a local street. Tax lot 800 is vacant, grass covered, with evergreen trees along the southern boundary and an evergreen hedge along the eastern boundary that provides screening for nearby residence. A two-story house occupies tax lot 700. The house has been being used for commercial purposes, most recently a housekeeping service, and is to be removed prior to construction of the proposed office building. Vegetation includes severe evergreen and deciduous trees and rhododendron bushes. Several trees have been removed in preparation for the construction of the proposed office building. A permit was issued by the City for this purpose. NOTICE OF DECISION - SDR 90-0005/MIS 90-0003 - LEE/PAULY/ROGERS - PAGF 1 The applicants propose to adjust the lot line between tax lot 700 and 800 to increase the size of tax lot 700 from approximately 17,474 to 20,358 square feet and decrease the size of tax lot 800 from 19,173 square feet to approximately 16,289 square feet. A 5,653 square foot, two-story office building is proposed to be constructed on tax lot 700. The building footprint is 2,924 square feet in size. Twenty seven parking stalls (including 2 handicapped and 4 compact parking spaces) are shown on the site plan. Access to the site is currently provided from 72nd Avenue by an 18 foot wide driveway located on the northeast corner of tax lot 700 and from an adjacent site to the south by a private drive. A 24 foot wide access is proposed from Gonzaga Street. It is to be located approximately 100 feet from the intersection of 72nd Avenue and Gonzaga Street. Sidewalks and walkways provide pedestrian access from the parking lot and from Gonzaga Street. The applicants propose to .landscape approximately 308 of the site. 4. Agency and NPO Comments The Engineering Division has the following comments: The applihffflt has submitted a site plan, plot plan, topographic survey . ., and landscaping plan for a proposed office building on the southeast --Vis._-- corner of Gonzaga Street and 72nd Avenue. _,.m' Findings: a. The site fronts onto 72nd Avenue and Gonzaga Street. 72nd Avenue ..au.. is a major collector and is partially improved with a tapered _ pavement from 30 to 15 1/2 feet from centerline with a curb. These Improvements were constructed in conjunction with the State signal at Hampton Street and 72nd Ave,iue. Major collector streets standards require 22 feet of pavement from the centerline with a curb and 6 foot sidewalk. Tho existing right-of-way of 30 feet from center is adequate. Gonzaga Street is a local street and is a narrow paved street. Local streets require 17 feet of pavement from centerline with a curb and 5 foot sidewalk. Half street improvements, typically required for commercial development, should be installed along Gonzaga Street. The Oregon State Highway Division is working on a plan for major revisions to the interchanges of Highway 217 with I-5 and 72nd Avenue. Two alternatives are currently being considered. Final selection of the design alternative is still several months away. Detailed design will not begin until the alternative selection process is completed. It appears that the interchange reconstruction will require some modification of 72nd Avenue in the vicinity of the subject site. The final design of. these NOTICE. OF DECISION - SDR 90-0005/HIS 90-0003 - LEE/PAULY/ROGERS •- PAGE 2 modifications will not be available for somo time. Therefore, a future improvement guarantee should be accepted in lieu of half- street improvements on 72nd Avenue, as provided in Code section 18.164.030.A.1.c(vi) . b. One access is proposed to 72nd Avenue and one is proposed to Gcnzaga Street. Access to major collector streets is discouraged, especially if an alternate access is provided. Since an access is proposed onto Gonzaga Street, the access to 72nd Avenue should not be allowed. C. Th-a site elopes toward 72nd Avenue. on site storm drainage should be collected on site and discharged into the public storm drainage system .in 72nd Avenue. d. A public sanitary sewer line exists in 72nd Avenue which can provide service to the site. However, a public sewer line should be installed to the east in Gonzaga Street to provide future service to parcels to the east of the site. — The Building Division notes that a demolition permit will be required for .removal of the existing buildings. NPO #4 reviewed the proposal and expressed concern about the 72nd Avenue acceno, the increase in vehicular traffic along 72nd Avenue with no --�-� =- provision made for pedestrian amenities, and the long term imparts of ��►�--� allowing commercial development so near the Phil Lewis Blementary School. \ -+� The Fire District comments that fire hydrants will be required in accordance with the Uniform Fire Code and that installation must be coordinated with the Tigard Watar District. The Metzger Water District, General Telephone, Metro Area Communications, and Portland General Electric have reviewed the proposal and have no objections to it. No other comments have been received. B. ANALYSIS AND CONCLUSION Section 18.120.180 refers to the specific chapters of the Community Development Code which must be satisfied in order to gain approval. from the Planning Director or his designee for a Bite development review. The chapters referred to contain standards for development in the C-P zoning district, landscaping and screening, off-street parking and loading, visual clearance areae, access, egress, and circulation, and signage. With respect to these standards the proposed development exceeds the requirements for minimum lot size and lot width. No front, corner, side, or rear yard setbacks are required. Visual Clearance Area NOTICE OF DECISION - SDR 90--0005/MIS 90-0003 - LES/PAULY/ROGERS - PArE standards are satisfied. Approximately 30% of the site is to be landscaped (15% is required) and the proposed structure does not exceed the maximum allowable building height. There are several aspects of the proposal that will require modification or clarification, discussions of these follow. Landscaping and Screening The applicants have submitted a landscaping plan that is not in agreement with the site plan with respect to the layout of the building and parking lot. It is deficient in the number of street trees along 72nd Avenue and Gonzaga Street, there are no trees shown in the parking lot islands, and the ground cover selected for use in the parking lot planters will not sufficiently screen the parking area. A revised landscaping plan must be submitted showing street trees, parking lot screening, and trees to be planted in the parking lot islands in conformance with Code section 18.100 (Landscaping and Screening), in addition to the information shown on the previously submitted site plan. Off-street Parking The standards for off-street parking are satisfied as to number of required parking spaces (27 p,rtw4,ded, 16 required) and handicapped spaces (2 provided, 1 required)} bsstever no provision has been made for bicycle parking. One secured bicyele rack space must be provided for each 15 required parking spaces Access, Egress, andCirculation _ Section 18.108.060 (Inadequate or Hazardous Access) states that access to collector streets shall be considered only if there is no alternative way to access the bite. In this case, there is an exieti% access shown on the site plan to 72nd that the eppli.'�ants intend to use. However, because there is a preferred alternative access on Gonzaga, access on 72nd Avenue will not be permitted. The appl+.cants must submit a revised site plan that reflects the closing of this access. An additional access to the subject site from the adjoining parcel to the south alarm existe, and is depicted on the site plan. The origin of this &-iveway is unknown. It was not approved as part of the site developmt-.t r—iew for the adi�.:ent site (SDR 45-77) on which it is located. Staff has nu objection to the continued common use of this driveway if the access to 72nd Avenue is eliminated. Outdoor Lighting The site development plan does not show the location of outdoor lighting as required by Section 18.120.110. The applicants should include this information on the revised site plan. NOTICE OF DECISION - SDR 90-0005/HIS 90-0003 -• LEE/PAULY/ROGERS -- PAGE 4 C. DECISION The Director's designee approves Lot Line Adjustment MIS 90-0003 subject to the following conditions: 1. Prior to recording the lot line adjustment the applicants shall submit a survey map and new legal descriptions for both parcels involved in the lot line adjustment for City staff review and approval. STAFF CONTACT: Jon Feigion, Fngineering Division (639- 4171) . IF THE APPLICANTS DO NOT COMPLETE THE LOT LINE ADJUSTMENT IT SHALL BE NECESSARY TO SUBMIT A NEW T.PPLICATION FOR SITE DEVELOPMENT REVIEW AND THE FOLLOWING DECISION SHALL BE INVALID. The Director's designee approves Site Development Review SDR 90-0005 subject to the following conditions: UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO OBTAINING BUILDING PERMITS. 2. A revised site plan shall be submitted which shows closure of the SW 72nd Avenue access, the location of outdoor lighting, and the _ location of a bicycle rack which will provide at least one space �.. for a bicycle. The design of the bicycle rack must be approved by the Planning Division. The site plan shall also show the location of proposed utility lines. STAFF CONTACT: Vi Goodwin, Planning .. Division (639-4171) . 3. A revised landscaping plan shall be submitted which shows a street _ tree spacing of no more than 40 feet along SW 72nd Avenue and SW Gonzaga Street and parking lot screening as required in Code Section 18.100.110. STAFF CONTACT: V1 Goodwin, Planning Division (639-4171) . 4. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 5. The applicant shall provide connection of proposed buildings to the public ranitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 6. The applicant shall provide sanitary newer service to the east on Gonzaga Street for future connection of the adjacent property. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 7. An agreement shall be executed by the applicant, on forms provided by the City, which waives the property owner's right to oppose or remonstrate against a future Focal Improvement District formed to NOTICE OF DECTSION - SDR 90-0005/MIS 90-0003 - LFE/PAULY/ROGERS - PAGE 5 improve SW 72nd Avenue. STAFF CONTACT: Jan Feigion, Engineering Division (639-4171). 8. Standard half-street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities shall be installed along the Gonzaga Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 9. Two (2) sets of detailed public improvement plane and profile construction drawings shall be submitted for preliminary review to the Engineering Division. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in add'-tion to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . ...:- 10. Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the pudic improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, a developer-engineer ,agreement, the payment of a permit fee and a sign installation/streetlight fee are required. STAFF CONTACT: John Hagman, Engineering Division (639•-4171) . 11. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989." 12. A demolition permit shall be obtained prior to the removal of tha existing Atructure. STAFF CONTACT: Brad Roast, Building Division (639-4171) . THIS APPROVAL Is VALID IF EXERCISED WITHIN 1.8 MONTHS OF THIS FINAL DECISION DATE NOTED BELOW. D. PROCEDURE 1. Notice: Notice was posted at City Hall and mailed to: XX The applicant and owners XX_ Owners of record within the required distance XX The affected Neighborhood Planning organization __XX_ Affected government agencies NOTICE OF DECISION -- SDR 90-0005/MIs 90-0003 - I.EE/PAITLY/ROGERS - PAGE 6 2. Final Decision: THE DECISION SHALL BE FINAL ON 3 29 9U UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice in given and sent. Appeal fee schedule and forme are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal in 3:30 p.m. 3/29/90 4. Questions,: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. _ 3 mAo PREPARED BY: Viola R. Goodwin ---- DATE Dev pment Review-planner 14O APPROVED BY: Keith S. Lidera DATE Senior Planner I ST. I w PHIL LEWIS w S.W. oaizAw et ELEMENTARY �N. A ST. SCHOOL E- ST Y 3M < YARNS ST. J �� PARKNiAY NOTICE OF DECISION - SDR 90-0005/HIS 90-0003 - LER/PAULY/ROGERS - PAGE 7 a r ..., _,..,;;=KUWukeWYM1Nc+Nt,��i�LiPdtl�a,'�10 � ;. ;,,• _-_.-_...__......_ _ __:�_.._.._. . .__....._. ...._.._.._:..._._.... e r K�A MEMORANDUM CITY OF TIGARD, OREGON TO: Greg nd Gary Respond B FROM: �taYi y Wooley ,For Your Information DATE: April 12, 1990 _Sign and Return SUSJSCT: Rogers SDR at 72nd and Gonzaga Today I spoke with Roy Rogers about his aesign concerns. We agreed as follows: SEWER: It will be his decision whether to install a sewer line in Gonzaga prior to constructing half-street improvements. If he chooses to Install a sewer pipe but not connect to the existing line, we will need assurance that the connection can be made in the future. STREET: Full half-atYreet improvements are required on Gonzaga. The following details will be worked out with his engineer when the engineer brings in data on existing conditions (location of existing pavement in the right of way, existing grades, drainage, etc.): (1) should existing pavement be reconstructed or overlaid, (2) is a taper required at east end of new pavement, and (3) how will Gonzaga sidewalk be connected to 72nd Avenue. Please keep me advised of any decisions made on this project. J MEMORANDUM CITY OF TIGARD, OREGON TO: Greg and Gary ) Respond By FROM: Randy Wooley For Your Information DATE: April 12, 1990 _Sign and Return SUBJECT: Rogers SDR at 72nd and Gonzaga Today I spoke with Roy Rogers about his design concerns. We agreed as follows: SEWER: It will be his decision whether to install a sewer line in Gonzaga prior to constructing half-street improvements. If he chooses to install a sewer pipe but not connect to the existing line, we will need assurance that the connection can be made in the future. STREE'.L: Full half-street improvements are required on Gonzaga. The following details will be worked out with his engineer when the engineer brings in data on existing conditions (location of existing pavement in the right of way, existing grades, drainage, etc. ) : (1) should existing pavement be reconstructed or overlaid, (2) is a taper required at east and of new pavement, and (3) how will Gonzaga sidewalk be connected to 72nd Avenue. Please keep me advised of any decisions made on this project. -AJYIYMV WbK..W4NM'.SYv3Nk01!.M'ldWAF40�C-0NWgOF:�M. 'd'MIKY�R'dCgel�NtlHIHiMC1JI,RMN:YtfY'•+N-'Y-+k.:k••..-a««�........•..�..r..,. ..�_......_......<r....uwww nMw1R November 25, 1993. CITY OF TIGARD OREGON T-Scandia Motors Attn: Suphap T. Dibbayawan 11350 SW T.iedeman Tigard, OR 97223 RE' SDR 93.-0004 Per out meeting last week, the City of Tigard will install the new storm sewer line within the easement between commercial street and the outfall . The City will perform the following work : 1 . Dig the trench, install the pipe, and backfill the trench. 2 . T .V. section from manhole to outfall . T-Scandia will be respoosible for the following : 1 . Furnish t:.ha pipe . 2. . Furnish the backfill material . 3 . Removal of any excess material from the site . 4 . Provide a minimum two weeks notice for the City Crews to perform the work . 5 . Final surfacing (provide materials and perform installation) . If you have any questions, please call . Si/ncerrely, ` �1�� I VC• �CY,�`CQ/i� Christonher R. Davies Development Review Engineer dl/t-scendle.1tr c : Denali Engineering 13125 SW Hall Blvd.P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 MIN. 3•' A C IN 2 LIFT5 s,,nw cur -- STREET AREAS I OUT OF STREET AREAS -- �- EXISTI NG SECTION RESURFACING °•: / CLASSA •• ' BACKFILL o s F- CLASS B GRANULAR BACKFILL 0 0• • ' Q ! 1 W O 4 �• ° � � •o . m . 0 N .s w o. oe. CL 1�— � O I G Q Q i e O P,'#E BA5E r BACKFILL IN STREET AREAS L IF3/W 13 AGAINST CURB, FILL ROC.% TO BACK OF 31W 2.IF S/W 13 NOT AGAINST CURB, FILL ROCK 2'BACK FROM CURB PIPE BEDDING AND CITYOF TIIFARD BACKFILL DETAILS i OREGON OE516N V)y APF'Rrn'E0 13Y ORAWN P,Y G A 5Cs1LE OAT'G [Xz11LJING No- -- --- -_ NT5 f3/30/t S-2 MANHOLE TO CONr'-11�tm WITH ASTM C-478 NOTE �- THIS TYPE OF MANHOLE SHALL BE USED ONLY FOR PI PE SIZE OF 24" OR LESS. LOCATE MANHOLE COVER Q FRAME OVER LEDGE OF \ AT LEAST 12" IN WIDTH I 1 STEP'S \\ - \ MAIN SEWER LINE � 1 f CAST IRON COVER /MATCH FINISHED GRADE OF STREET • FRAME (See SlanCorC Plan ) SET FRAME IN MAXIUM 27"FROM FIRST STEP TO TOP OF CASTING NON-SHRINKING -- GROUT — —ECCENTRIC MANHOLE TOP. STANDARD 48 MANHOLE `, RISER ;� '� PREFORMED PLASTIC GASKET 4e 4-; FOR P1 PE t'll 111 4l1 ' � 1• Z 24" OR LESS u '�' ., :.0' COMPACTED 60" CM_r44FT) ROCK O FOR PIPE �! •1•�es .� \` 27" OR LARGER �`�__ 1••��' t2'MAX. FORCONC.PPE� , I �� _ !< ��•�. UN(nSTURBED 1=ARTH K- 4t.'. ' :�.1: :`/:= _tet:•:., :' .'�.•'.- .+�.: -��- •�•'�� SET IN FRESH INS1t?E DROP: : Q o `� CONCRIFCOIR.TE . o . • G7 c MAl(IMUM 2'O" 'e 16 •.'.6c d v �� 0 12' LAYER COMPO TED - VERTICAL DISTANCE, �.��___—_�. - BASE I4ATEAIAL(3/4. O) INYERT TO INVERT MIK STANDARD MANHOLE u Unlft�A 9aaNaQe Ayenc Dwg NO 010 APPROVE0 FOR - CONSTRUCTION . �. FILE Copy INSTALL WATER SERVICE TAF I AT STA 22+23.58 INSTALL METER BEHIND THE SIDEWALK MERCIAL REET 6' �d *--�TREET a� — y RORRIECT W'NT &- '* )GE OF PAVEM T d _� $ _ EXISTING E(.)GE OF PAVEMENT " ----- ---- --_�----- - -- J-- --------DGE -------PAVEMENT _F WIDE FOG LINE MFTr1` �-. � -- — -------------------- 112,5 TRANSITION END P,aVEME V IL 165.5 PLANTER NOTE: INSTALL /', OM-3R OBJECT N57 1- CURB INLET I MARKER AT STA 23+06, 20.5'RT. .7A. 2;' I 7Ln .53, 18.5'RT BA 'I NO. 7165.5 MOUNT 4' ABOVE THE EDGE OF INSTALL o0 PAVEMENT WITH THE EDGE OF MARKER N� 6x18 = — AT THE EDGE OF PAVEMENT. MOUNT r "T' �,�vU ON A "BREAK AWAY" POST AS PER STATE OF OREGON, DIVISION OF HIGHWAYS SPECIFICATIONS AND THE MANUAL OF UNIFORM - 165. 166.0 �� 166.0 TRAFFIC CONTROL DEVICES. PARKING LO f BASIN (PRIVATE) INFO. -t' BASIN NO. 1 RIM EL. = 165.0 INV. OUT = 164.0 lw BASIN NO. 2 RIM EL. = 165.0 2 INV. OUT = 164.0 NOTE: OVERALL HEIGHT OF PRIVATE C.O. C.0. BASINS IS 3'--0". BASIN NO. 1 ® N=4943.17, E=5020.78 BASIN NO. 2 ® N=5007.99, E=4938.90 73' - 4" PVC SANITARY SERVICE � -- SEbIMENTATION FENCE INSTALL A CLEANOUT AT THE MIDDLE AND THE END OF THE SANITARY LINE. INV.EL.=160.0 AT END OF PIPE. i (1) INSTALL 16' OF 6" ADS N-12 FROM THE CATCH BASIN TO THE 6" X. 18" "T" IN THE 18" STORM LINE. PLACE 163' OF 18" ADS N-12 FROM + WORK IS NOT TO BE DONE ON FACILITIES THE MANHOLE TO THE OUTFALL. OF DENOTED BY "*" UNTIL AUTHORIZED IN THE EXISTING 10" PIPE AT THE DITCH WRITING BY THE CITY OF TIGARD AND THE OWNER. ADJACENT TO THE RAILROAD TRACKS. NOTE: ADD RINGS TO THE EXISTING STORM AND SANITARY MANHOLES STREET SUFFICIENT TO BRING LIDS TO LIGHI �' CON THE TOP OF' PAVEMENT. (NOT TJEXCEED 27r, FROM FIRST STEP TO j_EX G`— TOP OF RIM) w fNLET (TYP) •'� � ----- —=T — _ N 45'12'00" W --------------------------------- - --- ------ ---t- 112..5' TRANSITION STA 19+87.x, BEGIN PAVEMENT TRANSITION FROM EDGE OF EXISTING TO THE FACE OF CURB AT STA 21+00. 5.75 NOTE: INSTALL 5' SIDEWALK, STA 21+00 TO BA41N. STA 23+00. YENT f;0 INSTALL PLANTER STRIP, CURB, CATCH M ° %'. BASINS, CURB INLETS, STORM DRAIN, IN SANITARY SEWER, AND WATER SERVICE II AS SHOWN. NOTE: CONSTRUCT 30' WIDE APPROACH CENTERED -I ON STA 21+55. Fr NOTE: RAMP SIDEWALK ENDS WITH A 5' RADIUS � v ASPHALTIC CONCRETE (2" THICK) 1/4 W� CIRCLE AS SHOWN. PLACE ON 4" OF COMPACTED 3/4"-0" CRUSHED AG(-RELATE. NOTE: MAKE CONNECTION fair y TO THE SANITARY LINE WITH AN APPROVED SADDLE CONNECTION. EXISTING Lr)" C•s.P. SCALE 1"-40' 1NS111 CI I()NI 116'0CEDURL P1.1 !'-I(, I.MPROVI.M1 NI PROJEGF WORK C] I Y OF 11 GARI;, ORLGON • GENERAL.-.LY: COVILAC t r,1". (pl-une no. 639-4171), Public Improvement 1rispecLor', at. City 11aTT1_(_1T1275 ',,I Hall Blvd . , Tigard, Oregon) twenty—four (24) hours before communciny any -.unstruction work within City limits . Also remember , before 'covering' anything and before 'pouring' anything, contact said trispector. IN131311:1,1'TON IS REQUIRIM! • INSPECT10N STAGES: At a minimum, inspection ist required at the start of and at tho and of each of Lhe following work phases : GRADING, R1 I 1 (S) Cut & F-ill Stakin(j Wm, k lhirz. & \ .!r-L. Staking Work Temp, DrAinago Work ',iijbgrade Work Dust/Erosion, Contra' Work Curb For-in Installation Work Ba,4orock Tris ta 1.lat ion Work SEWERS)-- Loveling Course Installation Work' M.H. & C, 11. 'Stokking Work Wpariny C,itirse Installation Wo--k Pipe Trint.a.11ation Work Utility Ii�j . Work Backfill 1ristallatior Work Stroetlit�.t Staking Work Air & *T V. Test- Work Overlay I isLallation Work Resurfacing Work Morlunionlotion Work Traffic & Pod , Control Work fr',Jfic & Pod. Control Work 0 BEST POLI.CY: 31 in dtibt about whoth(.%r• or- iot insportion is necessary, CALL FOR .INSPECTION! ko/37121) u1Qp2 � C J m I W O u7 J a a I i m n m'm 3 w o �- -r rr to J w •p �' Z x w \3 a w�w,� m o I cvI I- �J — f- 1 iW wk m -�-' Q cn a m x s p J u7 C H W J - O O W J = rJ r ,— ai 3 m ul 4 0 �� _N I _ ¢ m i _ t� z - :N U co co a3 "o c to a ^ J I x I J W ac m (n D J (.n -�r-�-- -- Q Q _I ------ -1- I CD A n i 1 r L = ,- =�N I o Q] o= r^ r I I jtn"nl, h-N ��a N �� -� - Ix I I I w N - O Q ~i m ~ W X F D a u- .S O w f 4 Z li Ji\ r.0 F- 671 � 4 0 .in O y J N. Q UZtD z , W W M .� 1 1 (Z] Q —J a w -N I I I J z E- W I � p w I (_) J W C - -- c' W -- •'L r S-flNGTON COUNTY I- '"PARTMENT OF LAND USL I GUTTER INLET COVER A1�1D TRANSPORTATION OATS CIVIL ENGINEER L`fiAWN APWA NO I WA�?t CCUNTY NO. D- 115 I� _ a I +/z'`ICRTAP JOINT Zjm II/Z TYP 00 i co Z N , I Z I � �1 :, \N K1 NclJ J W 1 lo. V I{I Lljto J �••t I GI I m c011• 1 C7 H w t� ►' O O inl� CtO.j W G W_ U m =U --a- 1 CL' W H Y CC U W Ir W C7 W LL l� -� �yrj �� Q Ll Wm � OW W O~ Q mM J Q 1 Q a< W U F1: CC H x� d N JZ V 0 d k ". a �I mm C� C) ? a N <S S Um Y p 4.m o m �1 W CLQ HU F..S -y W o Q Oj o d 00 o5 o� o� m U z w cd ui (n \ Z W CC !+ i cr `= O wO y� iJ } � m ?- 17 w 0 ' I F- I w �l �o lrW cr W Z m� r o 3 m~ �W N Q WASHi`+GT0N COUNTY 1 DEPARTMENT OF LAND USE ( GUTTER INLET- 2 / A AND TRANSPORTATION 2 DATE CIVIL ENGINEER I DRAWN APWA NO. oa ' -- AE-1b9s 10 — %a D — 114 B A DI TCH i Q i NCT E S U'►'i I. CONCRETE SHALL AT7AIN A MINIMUM PLAN CCPA gESSIVE STRENGTHCO P. OF 305.1. IN 28 DAYS. 2. FOR FRAME DETAIL , SEE DWG. NO. D-10 3. FOR (MATE DETAIL_ , Sc= JY+G. N0 D- IOP. x \ 300 �N i III DITCH_ I I I ' 1 MAX., LI a' a I 1 MAX. I _ MAX MAX --�1 6r I 2�-0. yc--- -- 3'-0 SECTION A-A E'NATION B-B + ; ► - R"TMENT O� l..A`1D USF AREA DTZAIN , �f YPE I{- r�- DCPA �__ ---- ^' AND TRANSPORTATION ----�-a--- CR�1WN a Pw A 14 DATE CIVIL ENGtt4C-t:R D-- 10 ----� 2'- 3" ---------� ' � I I i A A r f 2 1/2"Y 1/4" SQ. EDGE FLAT ©AR II TYP. GRATE BAR (9 EA.) I 3/16"I TYP. 2 1/2"X 3/8" - --- SO. EDGE FLAT BAR C.TJ C. PLAN f I � i II SECTI C^J A — A. sr WASHINGTON COUNTY G R A TE �ldo��DEPARTME�lT OF LAND USC. AND TRANSPORTATION TION AREA DRAIN , TYPE Il DATE (-IVIL F19GINEER CiiAWN APWA NO. I WASK CCUN7T't NO. D -- 2'-4 3/4" -- 2'-3 3/8" --f fil SII AI 2 1/2 X 1/2" za S0. EDGE FLAT BAR i I 3 X 2 1/2" X 1/4"L T Y P. in l I I PLAM I � M -TYP. I —,�12 1/4 1/2"X 3" BOLT SECTION A -A I, " ASHINGTGN COUNTY _ �� F R A �►1 E �'--,DEPARTMENT OF LAND U .�L_ ►� AND TRANSPORTATIONAREA L`R A I �! , TYPE I I DATE CIVIL EwylmEps Do AWN — �.v,� roc;~—� � WASP CCURTY N1,1 �Qoe`'SCo�P aye pec . P.Q Q"P :Oq., . � « of o' 4`D.�'• c�;:.¢;. colp: b.:Q ra:d'Q;Qa'o9't5`d''•�pn''.Q:�,.Q • qp 40 Radius = 25' thin. o A o Q. Clean Pit Run or -Minus Gravel 8" min. Subgrade Reinforcement depth Geotextile,as Required Provide Full Width of Ingress/Egress Area" * 20' min. for single family and duplex residential Erosion Control Plans Figure 3-2 "Technical Guidance Handbook Gravel Construction Entrance R/W 5' MIN I 7CURBOINT ,EE NOTE B 20/6 ROAD e �V 7�'72" OF 3/4"-0 (COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W -- 5' MIN 6� i i ROAD ' e II SE I — I 2" OF 3/4 COMPACTED ADE / SIDE AWAY FRO URB NOTES I. CONCRETE SHALL BE 3000 PSI, Alk-JS DAYS , 6 SACK MIX , SLUMP RANGE OF I V2" TO 3" 2. PANELS TO BE S FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,W4EELCHAIR RAMPS , 9 AT SPACING NOT TO EXCEED 45 FT. 4. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME. TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWE.EC JOINT WITH A MIN 112,,RADIUS, 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDE('i AS PORTION OF DRIVEWAY OTHERWISE SIDEWALK SHALL HAVE A MINI�,IUM THICKNESS OF 4 INCHES . 6. DRAIN SLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK,, OF SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE CONTRACTION -)DINT TO BE PLACED OVER PIPE. WASHINGTON COUNT'S DEPARTMENT OF LAND USE CONCRETE SIDEWALK AND TRANSPORTATION DATE CIVIL, ENGINEER DRAWN APWA NO. WASK COU14TY NO. NONE CS - '305 FACE OF CURS DRAINAGE BLOCKOUT WIDTH OF STREET 3" I.O. PLASTIC PIPE WITH COUPLING I" q g" �I/2" R A ' ROAD ' I � A jx MAX. — e A . BASE COURSE �. ol 910 I. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE CURB CS-300 SHALL BE USED. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS. EXPANSION JOINTS . A. TO BE PROVIDED 1) AT EACH POINT OF TANGENCY OF THE CURB . 2) AT EACH COLD JOINT . 3) AT EACH SIDE OF INLET STRJCTURES. 4) AT EACH END OF DRIVEWAYS . S) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET . B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON—EXTRUDING, WITH A THICKNESS OF 1/2 INCH. CONTPACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET B. THE DEPTH OF THF: JOINT SHALL BE AT LEAST I%i INCHES . 4. EASE ROCK -2°-0 OR 3/4"G , 95 % COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER 5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . A. I.D. PLASTIC PIPE WITH COUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY IC" EACH SIDE OF DRAIN 0 RE'OURED TO FULL DEPTH OF CURB. p�WASHINGTON COUNTY CURB NON - MOUNTABLE DEPARTMEIIT O LAND USE AND TRANSPORTATION FOR USE ON MEDIANS LDATE CIVIL. EW31NEER � DRAWNr APWA NO. WASH COUNTY NO. 4_� _ aL., b 55 18 ( MOD.) CS ;j01 92 - ;0/ 6"x 6" 10 GA. ______�'0' MAX. 15' -0" MIN. UIF,SH DRIVEWAY R/W LINE A i 6.. rn OPTIONAL W SIDEWALK °C LOCATION 8 CONTRACTION JOINT EXPANSION JOINTS / 8 SIDEWALK CURB JOINT EXPANSION JOINTS-e A i 3 "0 7'' 6 MIN. 7'-6 MIN. 3'- 0" FACE OF CURB s 0 MAX. i 0" MAX. � PLAN 'S' I - 1/2" EXPOSURE USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT. SEE DWG. N0. CS-30b. ELEVATION 8-8 IW z ,!BEETS _. 6„ 1� 10 GA. MESH 1-1/2° ABOVE 2" OF 3h" MINUS BASE -- SECTION A-A I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. AFTER 23 DAYS , 6 SACK MIX , 2. CURB JOINT SHALT_ BE A TROWELED JOINT WITH A MINIMUM 1/2" R{�DIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL BE 1/'2" PREMOLDED ASPHALT IMPREGNATED MAtERIAL OR EQUAL, EXTENDING FROM SUBGRAOE TO FINISHED GRADE. 4 SEE DWG N0, CS- 300 AND NO. CS-305 A WASHINGTON COUNTY WDEPARTMENT OF LAND USE COMMERCIAL DRIVEWAY AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NQ 1» wNONE DW-201 MANHOLE TO CONFORM WITH ASTM C-478 NOTE: THIS TYPE OF MANHOLE SHALL BE USED ONLY FOR PIPE SIZE OF 24" OR LESS. LOC&TE MANHOLE COVER \ S FRAME OVER LEDGE OF AT LEAST 12" IN WIDTH I I STEPS � \\ - I MAIN SEWER LINE �I I CAST IRON COVER �' MATCH FINISHED GRADE OF STREET ok FRAME (Seo SlondorE Plan ) ` � SET FRAME IN OF CAS 27"FROM FIRST STEP TO TOP NON-SHRINKING OF CASTING GRC)T --- -ECCENTRIC MANHOLE TOP. STANDARD 48" Ik,ANHOLE RISER \ ;� PREFORMED PLASTIC GASKET JF 48 - i FOR PI PE 1V . . 24" OR LESS :_.� , �' -COMFPIACTED FOR PIPE —�/'f— .�•• ' SLED ROCK O 1. .� •'s •i 27" OR LARGER I2*MAX FOR CONC.PPE I /FT �` '1:�•; UNDISTURBED EARTH --- _.t., r..' 'I;'.'��,' !� '� .:• '� ��:, SET IN FRESH INSIDE DROP: o oc w + v p o p CONCRETE A MAXIMUM 2'0" .�_ LI mob:p v ` 'o o AYFIlk � ' 7 �� 12~ LAYEh C'OMPM�CTF,O VERTICAL DISTANCE, _W___ 6 0• INVERT TO INVERT ulpt - - -- - BASE MATERIAL(3/4"-0)i I STANDARD MANHOLEufA_ Untflod 9t«.r,pe AQencr Dwg No 010 •s• :.. HOLES PRErA' ST OR BORED ` FOR STEPS SHALL BE VERTICALLY t:' f SPACED 12 CENTER TO CENTER. DETAI L A NOTE: MANHOLE STEPS MUST BE TIGHT AND FIRMLY c EMBEDDED. THtY MUST ALSO MEET THE ASTM TEST FOR WITHSTANDING PULLING OUT. v 12 6.. MANHOLE STEP ' •. . .• 1 WALL ,c• • ;w •. Nr-. DE'►AI L A CUTAWAY VI EW 3-3A" FOR PLASTIC SAFETY STEP 4" FOR GALVANIZED STEP 13°CC I PLAN MATERIALS: GALVANIZED: #6 (3/4" DIAa GALVANIZED DEFORMED REINFORCING BAR. REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40, GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC: MUST CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING RE)UIREMENTS Or ASTM A615 ENCAPSULATED WITH, INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERPATED SURFACES. Uf4 MANHOLESTEP Ut,,,,d w Agent, Dwg No. 140 O O O O O O O S O O O O O SANITARY STORM 22 1 q - --- 23"_ ---- -- h h 1/2„ -�-- 3" T, I - NOTES I. USE SU9URBAN TYPE ONLY IV NON-TRAFFIC ARFAS, 2. COVER S FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30 3_ COVER D FRAME TO BF 4ACHINFD TU A TRUE. BEARING ALL AROUND 4. NOTCH LID FOR LIFTING NOOK. SUBURBAN AND STANDARD MANHOLE FRAME COVERUf Uwg. No. I�J Unifwd Sewer" Ag9n'Y oVC-,KFtF-AP F-LE(,T - T E��E OF- PA-4eNF-Nl- WEt?z VAULT--,., 05ANI AKY tIANHO�f, Po 70 b2 e)cTslL-;ptlp 6A1 r-t> V�5 HC1-N E- PO L F- 6 �54 N TA Fl �Cw Cfz- Alt wl? 4A N VA L~V [nLt 921. AN C -r Ag-V OL4K-0 0, c! 0 �i t9 1112 Ao ........ ....... ......... 4NNJ N I E rr 'vVATefz MANHOLF, w AlAir- VAL-, ...... .TRAP FI6, oT9jFe---- -- I I \T 72 (a 54 65 w ....... YV fz-A MATCH EXI . ......... w; ..... [2 E WA,I It r- E )( T- i NG CIUK& w A E M Z RELOCATE F AND' Tty A.I t,4 -T ie A �J i 01V F,Hp F-:L-c-clT- GUY WIRE5EHI Nl � SIDEWALK, if a , ..... pp- ef(h ELEZt c eC'fVrFz OLI40 wr z H �rr-- W" WATER LINE ANE7 1.1-va Q f-., 'VENT A55EM13LY SIDEWALK kOJUST T , < y SIVEWALK f7o L� 5EE DETAIL.7- / w4lE5c RELOCATE PP. AND GUY STORM H r `1r WIRE Z' 5EHINP SIDEWALK AND LL STKEET plim 164 . 50 V , 0 INSTA I, E , 1 (.00. 00 0 (FIXTURE TO CONFORM TO LIGHT -rANDkRL 5 FORSCHELULE A [2 J IJ5T RIM TO I &88.95 t P. G. E . 5 4.4 '12" 5T91 -8)' (MATCH FINISH GKAE ) klt,%� GUT FEK INLET R I M%---i- (o 19. 6> P L A N EX 1571 N G STREE7 LE , 1 &0, t}O L I CHT = 20, ST . OPN PERMIT NO . 368-90 5 OF 13 LEGIBLE TftAN, ,rtiiS NOTATION , APRIL.1 2 9 101 ill 12126 19%7v �IF"TKVS DOi�OVIENT IS LESS rr-l" 1111rl TT'T f -r1 �� ( �' T �1- I � li � i ) � � � � � � i � � i � � ► � i E � � � � i iii i � � i � i � IVT, IS DUE TO THE QUALITY OF ftwom�10mm.- THE ORIGINAL DOCUMENT . -IIII 1111 l{1 llll��ll 1111 Illi IIIL IIII No-36 oc 9 V " " I Z TZ OZ 6t 8T , 8 L t X I Ill1111 11111 6b.. POLE 0EF c - _ tcr Lij ... .. ....... ___............ _ - 1 ' /y�yy��((y-vy `` very��(/ �y��} /_ M/�/ /j�//yrs- f•rr r E{ �. 4-1• ✓• `I, i I -T AV ! �E •T 1�'......,�� /R / ,tai c TAi�'',c' ✓ I V l.r' �••._ _.. 'w/�1 4N' © i...L+�^'lJ .. . VV 57 50 _ _,_.... . _- . ...... ATE,- _..._...._ . . __ _ _. ._._... UJI WA-Tr--F- LINA ' , UJ '2++ , _._... i�AIG X11 , o _ - _ _..__ _ _....... .. .... . ......._. ... ..-.. __..- - . .... _......_......._... r N ED E )( I NG CUiZ _ ._ �;' . _-... _ _�_ .. : _._.. ....._ 'v� ......._...... _ ... _.......... .... ...... _ ; _. ...... I_._....� . ._.....�._. _ a:T'� E M A I M (T Y P•� I �`_......__....�....... .........,..__... �...___......_.._ � ________�__��►2' cin,� WMAA� v. \ . _ ♦ ' ♦ ♦ ♦ . ♦ .. . . . . - % • . • • •• . .• • t f • 1, �' /yO�y•� V uJ z zo �C�L }►�,Y y�j 1 Q-1M w i.� I 7 f c0 �O . ��Ir r r T v ^��^ /f•�f V (.) 0 ( A r I 11 1 CY L V � n I I�1� 1 �1( v 5' S I DE WNLK ADV UST TO 5AC1c; OF ; 112 1 � crt . SEE DETAIL. SIPEWA-LK ELEV. KA15 E VALVE 50X TO .IG HT 3 5 ' [)\'W MATCH 51 DEWAL k, HEE)ULE CONSTFLUCT Ifs VERTICAL rz Y ' CURB 5EE VETAIL �^- Z .� ANb P EKOV E EXIS;'I t.1(; Q I� . ptPRow & RELOCATE P. P. 2' FSENIt`1Dw + 1.bT a� °�--�► 51VEWA,LK AND It45TAL L 0 co ui p1.PR�N STREET LIGHT ( FIXTURE TO CONFORM TO P. G•E. 5-r#-N ARV S- FOR SCHEDULE 91-f3). Z FPz z - I" - 2 0' I w w wLu w > w 0 r m ST . CPIN7 PERMIT N0 • 368-90 OF I3 0 N `I F" THIS DO"- FNT IS LESS 1 1 1 III 7 1 ! III III III I I f � 1 I I l Ill T i i TTT 1�� 1�i~1 , 4 � rT �'1 � T^17171 I I I I �"� ,�,I I III 1 1 1 I I III III 111 I f I III III III III III III I I LII i III III IIII 11 I ' III IiI . I }III I p (� I l i I I I I I l i I APRIL1 2 3 4 5 I 6 9 1Q 11 1226 1993 LEGIBLE THAN TRIS NOTATION , � g IT. IS DUE TO THE QUALITY OF -- •,,.,•...w...... - THE ORIGINAL DOCUMENT . NO.36 E 6Z SZ LZ Z Z • . . '111111 ,1 I I I t. .t 6 IIL I8IIIIIIIII SIlll�illl t Il ( ll L1l11llll llll IIISII � IIIIIII IIEIII I1 IllIIIIIII IJ1111 illl�ill IEIIII�IIII ZIIII�IIII tII�II��NwI I � IY 1�. i STANDARD CAST IRON— FRAME a COVER WATERTIGHT PIPE PLUS FINISH GRADE, I MIN. o$o • I00 \. / A 6" °o.0o of '--STANDARD MANHOLE W;N. +tv00 GRADE RING • �00 \ NOTE' o o° CLEANOUT INSTALLATIONS AREo a oPROVIDE 3/4"-0 FOR A LIMITED 1O EASEMENT AREAS 0 0 0 op �` � MINIMUM OF 6OUN " ARD OR MAY BE AL LOWED ON A e°o 000� CLEANOUT TEMPORAfPY BASIS IN t?IGHr-a-w. MAYS. — _ \ cp o• 00 0 . \ oeo 0p� •O d� 0 00 as \ o0p 0 0 00 �O.Q \ a0 00 po°o I O• •• O00 0 on 00 ° o ! .' p.60.�U 0 0•h O o :A': sJ • 0 00" o o O o Oo 00 0�d 00 CONCRETE ENCASED WYE 3/4"-0 STANDARD CLEAN OUT ..�.�..�...Agenef Uw4 No. 150 L 3/4�� S QLARE r d13 b A A 8 13110d 8 Or aCJ � — — 00 . .6017 \ 0 0130O a M D 6y SE"TICN 8-8 9"—� 18�r SECTION A—A I/4" ALLEN HEAD BOLTS IIt LONG RECESSED DETAIL CLEANOUT RING 8c COVER Dwg. No. 155 Unified Sewerage Agency a B ' USE 7 - I'3 NOOK BAR a 6" CC. VERT.& 3 - I'S BARS NORlZ. IN CURB AS SHOWN i A A B 2 3" OPENING AT 455 - -----t NCFM - - -- GUTTER SLOPE:5% 1 GMYT HOLES � � 1 36,MIK I SECTION A-A SIZE DEPENDS ON SIZE OF STIORM 0RAIN SEMON B-B N(MS. I) CONCTE TE SI-w-L BE CLASS 3300 2) X;E FRAME S GRATE DIFTALS FROM STD ORWG. Fri GUTTER INLET 3) WTALL STEPS Wr*N DISTANCE FROM TOP OF (MATE TO FLOWLINE OF PPE IS GREAA tR THAN 35' CATER & CURB INLE=T CATCH BASIN DETAILS UnWied a Agency Dwq No 170 B CONCRETE SHALL SS 3306 GROUT BETWEEN TOP OF CATCH BASIN AND BOTTOM OF CURB AND GUTTER T-SEE DETAILS FOR FRAME AND GRA ' C INSTALL WEEP HOLES GALY. MESH SCF��• v ' • SUD-GRADE wl - , a V � d 4 •A ' 'I. e• �• C .1 • • % . . e `. ' -_�—--1 — MIN 6 • h"� 6• �15 �1 SECTION B—B FRAME V14' X 2" X 2 STEEL(ASTM A-W AWIF V2° TSIDE FRA 1) ALL CORI'FRS OF GRATE BW' TO I.S-- —+� BE WELDED WITH 1/4" !M'S E 7U24 WELDW ELECTROOES N N f- 2) INSTALL STEPS WWN DISTANCE FROM Tor OF GRATE TO FLO'WI-14E IS GREATER THAN 35 x i " C C ((2•' X2- STEEL-�A�TIA A_IV 1 CATCH 1 BASS 15 of 2_1/2" CC. • -I P r CENTRE rlAR WIDENED TO 4" FOR STREW-TH SF'CTION C–C Dwq No 160 Unified Sewerage Agency • IMON. R� . CUR® JOINT Sam= S • PIACI or CUAE WIpT1I OF ST1lEET OMAINAGE IJUXX= �....., :►: WITH COUP16ING dww COMftCTm SUBGRADE -- m 6N. _ SIDEWALK ADJACENT TO "Awl Wnt SEE OF 3 =�► L f01t O+ESIltit 3"M GREATER THAN 40 MMI TME EMIER W= WKWTANj Cwt@ CS-300 SMALL GE USED. IDEWAcu Z CONCRETE 70 H&ME A $REAKllil G i7'+t!Ela1GTEI OF 3000 p MOTES Sl. AFTER 28 DAYS. EXPAN3I�1 dONtT3 . L CMMNVETE SMALL !IE 3000 "P.SI. AT Z!S DAyS . 6 SACK MIX , SLUMP RANGE A. TO K PRCMDED = OF 1 IV 70 3 a AT EA" POWT OF TANGENCT OF THE Cblts . 2) AT EACH GOLD jOWT . 2. AT EACH SIDE OF IXLgT GTRUCTUNM PAIrQ.S TO $E 3 !�'E';T LONG 41 AT' EACH DO of "IVE1NATs . Si AT 10CATIONS MEC11$AItY TO LIMIT V%CING TO 45 FEET . 3. EXt MSIDtI JOINTS TO BE PLACED AT J1DES OF DRIVEWAY APPIROACHES , L MATERIAL„ TO K PRE - MOLDED9 ASPHALT IMPREGNA � �.TS ,WHEZI CHAIR RAMPS It a AT SPACING NOT TO EXCEED sd FT. WITH A THICKMESS OF 1/2 iNCM. �: NOM-EXTRUDING, 4• FOR W®EWAL110 TO THE CURB a POURED AT THE SAME TIME AS THE S' CONTRACTION MXTS . T"E 410"OT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIM . 1/20'RAOIUS. A- SPACING TO K NOT MORE THAN wJ ._FEET G. THE tiEITM Of THE JOINT S}OALL, 1111 AT LEAST IV AMCWS . 4 CASE ROCK - 28t-0 op AW-0 . !S % COMPACTION. BASE ROCX SMALL K YD SHALL NAVE A WIMMlUN THICKNESS OF 6 INCHES IF MMUTANX SUGWtADE Of STREET STRUCTURE OR 4* t Colts is VM OR IfSIDEWALK IS INTLENOED AS PORTION OF DRIVEWAY . » DEP'TM , wN1CMtv911 ti GR[AT[R . s wwf*� SIDEWALK SMALL KAVE A MI NIM N THICXNESS OF A VICME3 . L DRA mcg KMXOUT - 30 DIA. PLASTIC PIPE . E. MAIN l�,OCK4VTS�IM CURdS SHALL 1! EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. A. 1-D• PLA3TiC PIPE WtTM CDUPLJN4, PIPE AT 2 '� SLOPE CONTltACT10N JOINT TO 8E PLACED OVER PIPE. DI . PLASTIC B. DRAINAGE AOCtss TMIItO�IGM EXR:RINC CURAS SMALL 1E COR[ DADA all QA1E UW CUT VERTICALLY 10 EACH SIDE OR D"" A TO nA.L OUT a CLmtL STANDARD CONCRETE SIDEWALK' DETAIL � � n mmmmw� C2 1 � VERTICAL CURB ;.)T=�i PERMIT NO . 368-90 N.T.S. 7 OF 13 � _ �....� N.T.S. �I THS$ D06, F T IS LESS.=. _JIIIIIIi T.11 � 111 111 � 1I1 11f �1 11111 ( TITPTr r 1�� F � _..- ll . .rirT�A•.._._T'Fj-I' III 111 't,II � III I ! I III IIII ! 11 1111111 1 ! 1 ` 1 ! 1 1111111 I ` 1 ` III III•ITI1 1111111 1111 ! 11 11111111114-11111 APRIL z II ` `` ! I 1� 11 12� 2 1993 LEG I B EE THAN Thi I S NOTATION , 1 L� 7 $ 9 ISL'. IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT . — -- ----r- OE 6Z 6Z Z EZ Z TZl,1011111161111 111111IIit {III gT LT 191 ST t ET ZT TT 111111116 8 L 8 S ! IIII IIII�IIII Iilllllll 1{111111! �III��II! 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IIIILI11111111{II IIII � I I { l , / NOTE: ADD RINGS TO THE EXISTING STORMINSTALL WATER SERVICE TAP I AT STA 22+23.58 AND SANITARY MANHOLES STREET INSTALL METER BEHIND THE IDEWALK SUFFICIENT TO BRING LIDS TO " LIGH� � ' COMMERCIAL ' R E E T �" r THE TOP OF PAVEMENT. ° °- - ° �-SSTREET d. �-- �F A Sc r 0- -7 Ff2c P1 tto Exenc- L{G ,// I NS ST C l�OT rU iXc c D Z _ _ ey e� 0 F►��'t SYEP Nc xc)p n1= R1M) ° L T (TYP)��'' ,d °yy� a a° - d° - XI "I T C N IN >ww �'�y ,r _ _# - ---- - _ -- --- --- _ ----f--- _- - _ N 45'12'00" W `$' `, -EXISTING EDGE OF PAVEMENT 6"WIDE "FOG" LINE y sT - -- ------------------ _ _ -- j --- PAVEMENT TRANSITION AT A EDGE OF PAVEM T-� d ,� _ __---------------_______------ ---- �, A TI N END ST 24 + 12.5 ------ ---------- - - - - __ NSI_ Oc "` - 112.5' TR l-'- - w - - + - 1124 N4 .5 TR ANSI TION "� M-- _ I �\ -�- _ _- ,� 5� PROJECT STA 19+87.5 BEGIN PAVEMENT TRANSITION I - v NOTE: INSTALL A OM-3R OBJECT NOTE: PAINT A REFLECTORIZED 6" WIDE Ori `�P �4'Ny SITE I 165.5 6'1�'l_A ' 7-- FROM EDGE OF EXISTING TO THE FACE OF CURB MARKER AT STA 23+06, 20.5'RT. WHITE STRIP 1' INSIDE OF THEIN ' L CURB INLETAT STA 21+00. STA 2 07.53, 18.5'R-T `" BAS: NOMOUNT 4' ABOVE: THE EDGE OF EDGE OF THE PAVEMENT TRANSITION i5 000 PAVEMENT WITH THE EDGE OF MARKER FROM THE END OF THE CURB TO THE NOTE: INSTALL 5' SIDEWALK, STA 21 +00 TO v �BAIN G. AT THE EDGE OF PAVEMENT. MOUNT EDGE OF THE EXISTING PAVEMENT. _ STA 23+00. _ 60v• 6` �o• ON A "BREAK AWAY" POST AS PER INSTALL PLANTER STRIP, CURB, CATCH RM WE ,Q +- STATE OF OREGON, DIVISION OF HIGHWAYS NOTE: PLA`E A SEDIMENTATION FENCE ALONG I BASINS, CURB INLETS, STORM DRAIN, , F - SEM NT v� SPECIFICATIONS AND THE MANUAL OF UNIFORM THE SOUTHWEST PROPERTY LINE PRIOR m I SANITARY SEWER, AND WATER SERVICE I� �vT- 165'5 TRAFFIC CONTROL DEVICES. TO BEGINNING ANY EXCAVATION OR FILL AS SHOWN. 166.0 z 166.0-1.- t 56.0 _ PARKWG LUT BASIN {PRIVATE) INFO. 1 5.5 `- OPERATION. SEE DETAIL, THIS SHEET. NOTE: CONSTRUCT 30' WIDE APPROACH CENTERED a ' ``�' �h BASIN NO. 1 RIM EL. - 165.0 ALINE OF STRAW BALES, EMBEDED 4"-6" INTO ON STA 21+55. cel"� L - I 0 4 o INV. OUT = 164.Q THE SOIL MAY BE USED IN LIEU OF THE FENCE. 4 O ~ BASIN NO. 2 RIM EL. = 165.0 ^JUTE: RAMP SIDEWALK ENDS WITH A 5' R' DIUS I V) - �� INV. OUT = 164.0 ASPHALTIC CONCRETE (2" THICK) 1/4NOTE: OVERALL HEIGHT OF PRIVATE `l�� 3' I �. �o BASINS IS -O". CIRCLE AS SHOWN. PLACE ON 4" OF , + 1 ca COMPACTED 3/4"-0" CRUSHED AGGREGATE. BASIN N0. 1 ® N=4943.17, E=5020.78 VICINITY MAP Anow-A-1 0* BASIN N0. 2 ® N=5007.99, E=4938.90 N. .S. NOTE: MAKE CONNECTION «, I5.3Y 173' - 4" PVC SANITARY SERVICE ~v - -- ------ --- -r----- - -- --- --- - `I INSTALL A CLEANOUT AT THE MIDDLE TO THE SANITARY LINE II L- SEDIMENTATION FENCE AND THE END OF THE SANITARY LINE. WITH AN APPROVED SADDLE I --EXISTING 10" C.S.P I INV,EI_.=160.0 AT END OF PIPE. i CONNECTION. I_---Ir-REPLACEMENT 24" C.S.P. (STORM) f SCALE 1"=40' -- . IND E X TO DRAWINGS SHEET 1 PLAN/PROFILE SHEET 2 EXPANDED PLAN & SEDIMENT FENCE SHEET 3 TYPICALS DETAILS ,- -- - ---- - ------ 150 VC -- -- - -�• h�k)2� VS 1140T /aU'�eRl'Z� � /�Z` T�-��S ��MF � oN FrciL�'T1C CONSTRUCTION NOTES VIII PVI STA = 19+25 PVI ELEV = 172.80 A.D. = 4.21 1 HORIZONTAL CONTROL IS BASED ON THE PROPERTY CORNERS OF THE PARCEL AS LOCATED K = /35.60 II ll o - 150 VC ---- --- --- -�! IN THE FIELD. 2 VERTICAL CONTROL IS BASED ON AN ELEVATION OF 157.95 ON THE 3RASS DISK LOCA-IED ON THE -Z - 120 VC1.6 CURB AT THE NORTHWEST CORNER OF S.W. TIGARD STREET AND S.W. MAIN STREET, CITY OF i j ---- - --- _ _ c aJ I1�A D ;TJM. 3 EXISTING JT!LITY LOCATIONS ARE BASED ON THE BEST KNOWN DATA BUT MUST BE FIELD W II VERIFIED, _ - 6EFORE ANY EXCAVATION MAY BEGIN WITH THE APPROPRIATE UTILITY SERVICE. I THE TELEPHONE NUMBER FOR THE UTILITY NOTIFICATION CENTER IS 246-6699. \ Q I ��'' �" I II 4 MATERIALS AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE STANDARD CONSTRUCTION L' SPECIFICATIONS OF TNt- CtvY Lov TUNIFIED SEWERAGE AGENCY AND THE II ll PVA 6 L-� 21+50 W W AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO). it P V14f VN. m 166.20 N re) 2 99 r- oo � n �e�Tl=.. a C��At�E SJ4AL.l. 6C s - 5 WORK NOT SPECIFICALLY LISTED AS A PAY ITEM WILL BE CONSIDERED INCIDENTAL CIA co J TO PAY ITEMS AND NOT MEASURED FOR PAYMENT. IDEAL FINISHED GRAD AT CENTERLIN z � � �t0.07 � ca o 0 0o n - m �utl.,'T 'To vb�L ��A�t- � A<s cy PVI STA = 24+75 �;�' ! Y ! ►- j II + cD o 11) + II ��, i 6 TRAFFIC CONTROL SHALL BE PROVIDED FOR B . THE CONTRACTOR N ACCORDANCE WITH THE . S EXISTI G CENTERLINE GRADE \ w of N r cD �tIG+ "til F RCA-1 S,Tk ZO t 50 TO Ill PVI ELEV = 166.40 � STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED LL -EXISTING EDGE OF PAVEMENT, RIGHT "�� -i z o II ° Ln ll N ,ff A.D. = 2.90 TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE �- a II 23 t 5U t�►'> �� P�PPRcPRtATE �' AT THE WORK AREA. I I I M » � > II II I- K = 51.75 I ` �, c~n rr ? ? w S �' T��R 7 THE: NERMI f HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 HI�H r LINT ELEV ION = 172.13 �� T' N w Z z O O TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO HI H POINT STATIN = 18+95.57 I Z z �► - I ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMi T. aE - _ - v ? I 8 EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND -'`-~ ----tea Q6�� ---- _ --- ______________ _----�••�c-- r•�+'� MAINTAINED MEETING THE D.E.Q.DEQ REQUIREMENTS THE CITY MAY AT ANY TIME ORDER CORRECTIVE -- _ ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. A SEDIMENTATION BARRIER OR STRAW BALES ARE TO BE INSTALLED AT THE EDGE OF THE PROPERTY NEAR THE LbW �0!NT ELEV TIO = 166.24 DRAINAGE: DITCH TO PRECLUDE SEDIMENTATION OF THE AREA. I i I 9 EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK LpW 'OINT STATIN 22+07.53 I l SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE= PROPER;Y', PUBLIC PROPERTY AND THE I I RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE I I ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 0 BE :NSI ALLE j I �► i0 EXCAVATORS) MUST COMPLY WITH O.R•S.757.541 THROUGH 757.571; EXCAVATORS) SHALL NOTIFY ` BY 0TH RS�K �tkuc ALL. UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. ROPER ITS - - -- ---- R Cd� DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 0` C) "' "' '�"'1 11 CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL P A'pPa� `1( ��- 1 " LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS I 1r 0 TO BE :INSTALLED AS I _ - ) PART F THIS PROJECT 1� � ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT FOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK I PERFORMANCE. CONTRACTOR ShALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIEF. 160.87 't > 12 A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHA' !- BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR 1 p,p N ` 8.00" -1 I I I Qy OFF-SITE. SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION I i ! OF THE WORK. ` 13 A STORM SEWER SYSTEM (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE "AS-BUILT:" _ ARE REQUIRED TO BE PROVIDED TO THE CITY (ATTN: JOHN ROY, FIELD OPERATIONS OFF REVIEW--- P SEWER SYSTEM. DA:UMFLEV -� 14 THERE ARE NO AERIAL THE PROJECT LIMITS. AF_fi'1�� '•� � ti�e` . - - ---- --__ _-- -- ----___�._ _---- _- --- _ - _._. . 158.00 �---------------- - _. _-.. --- ------ _ ------- -- - -- - - -- 15B. 00 ------ •-- .--- 1463�0 �r ►� cv o M w 00 156.93 tD `n ,,� `� ,,� co N rn � N 00 rn r� ,� °p m �' o RECEIVER W-ANNING ' l N 00 00 OD r. cD .- w cD N N N !� c0 � ) c0 N 00 O Q Ci 0) aj r c0 tD c0 6 c0 cD cD c0 cp CD Ln '.O r, pp r c0 c0 D co LO to cl) CD cD c0 cD t0 c0 c0 to t0 cc ao �, �'� 118 i _. . -- -_ - _ - - ----_ - - -.� - - --- ----- - - _---- --- - - - - - I ENGINEERING BY: 8830--8880 S.CYT COMMERCIAL `'";t RVEYING BY: �-_ I SECTION 2 .2S. M -t I •� N ►� O o 0 00 c0 t; Ln u-i �i CD Ln to I DENAU CITY OF TIGARD CENTERUN ENGINEERING WASHINIS OREGON CONCEPTS INC. TON COUNTY, REVISED `' R 1 1 640 82ND DRIVE • � r- � � � _ P.O. BOX 22791 MILWAUKIE, OREGON 97222 GLADSTI)NE, 0 (503) 653-8917 SCALE: 1"=40' HORZ, 1"=2' VERT. (503) 650-0188 - I _ �iiiiTilf �S$II i_II_I I ll I.II I._II_I_IIillll SII l I�II -II+-:III ,IA-.,-P._ IL 2� 1993 _1LEGIBLE THAN rNls NOTATION DOcMRNT IS LESS IIIIIII IIIIIII IlIII 3JT1 l _6� I1 IS I)UE TO THE QUALIrY OF! • No Je THE ORIGINAL DOCUMENT. II IIIIIIIII IIIIIIII II,IIIIIII III�IIIIIII --- --9 I -- IE 1Itillji'l, II-I{ T11 ,1 `I�B1 - IIZIi - -- li l-ll-�-llll 6Ill-lIIllll��llf-l3 lllllL�lllllll 9IIII�-IIII 4IIIiIIIIII tIlllllll�ll'llll-Ill^lli�ltlll- llI llll iII�II�IuIJeI I :III .ill�lll I1�1I�I II I INSTAL_ WATER SERVICE_ 1'AP AT STA 22 + 23. 58 STREET INSTALL METER BEHIND THE tIDEWALK LIGHT °" COMMERCIAL Seoj. ,-. REET \K, .STREET '(0 .� f I� LET ( TYP ) cj 0 1310 ' lb Z+00 �h� 22+00 23+00 fi- t----�----- ar� 0 .� - _ I —EXISTING EDGE10E- PAVEMENT _- EDGE OF PAVEM 1 � o } + NLo __ FILTER FABRIC MATERIAL 36" ��. w. WIDE ROLLS USE STAPLES OR WIRE RINGS TO FABRIC WIRE 165. 5 PLANTER -- IC ATTACH 2" BY ?_" BY 14 GA. WIRE -� I C FABRIC OR EQUIV. I IN L L CURB INLET , L016 5 . 5 _ ---_-__-_ ] If 5 i5 STA 22 , 07 . 531 1 8 . 5RT BASIN NO. 1 — - -� 2'BASIN ! 0.TA Y � AIEME T Alo' � 5'—4"60. 00 - RM SEWER 66'15 SEMENT 165 . 511 MAX -- I 16 16 5 . 5 ----- 16 6 . 0 11\� 166 . 0 —�- UNOTES: ---- I 2" BY 4" WOOD POSTS, BURY BOTTOM OF FILTER O�� I STANDARD OR BETTER OR MATERIAL IN 8 BY 12 i EQUAL ALTERNATE. STEEL i 'eb 'C5 �1 L `°iJ�y 1 �/ cY FENCE POSTS FIILTERHMATERIAL TOWARD I �a JC� 1 1 ' i QAC`' THE ? / O THE SEDIMEINT WIRLL FLOW. I -�-- I SEDIMENT NOT TO FENCE C I (. 1 16 6 . 0 50 rQ- Ln r• 1 N __J 4w� 15.39' >> 1 173 — 4PVC SANITARY SERV ICE � — SEDIMENTATION FENCE -- REPLACEMENT 24 C . S. P . ( STORM ) ------------------ I - _ f I I I i I DE9118 GIN# ENGINEERING BY: 8830-8860 S.W. COMMERCIAL =)URVEYING 131Y: 4♦ 14,563♦9 N.E. 1/4 SECTION 2 T.2S., R.1 W. W.M. cENTERuNE DENAU CITY OF TIGARD CONCEPTS INC. ENGINEERING WASHINGTON COUNTY, OREGON P.O. BOX 22791 - ISED SEPT MB ,B 12, 1991 640 92ND DRIVE '� �� SHEET 2 OF 3, EXPANDED PLAN GLADSTONE, OREGON 97027 1 MIL.WAUKIE, OREGON 97222 HAPN (503) 653-8917 SCALE: 1" = 20' (S03) 650--0188 1I F TH,S8 DOQ,OWENT IS LESS I I III ill III I I I lLIIZ_I I I ir Z IIIZ 1 r1l I 61Z £l f Z 1 Z iZ QZ ►� �8TI�I�I�8I►I T I I-�II.-LI-I 11[1._►—Il�l-l8llfTllll�l SI�Tl►II!'"6��_iIl-l-l�l�l£l►�Yli►I-�_II_iI1,1(1�T11_11I 1�11T111iI►I�IlliIlllIlll_lI►IIII ►IiIllI`II_II1I ►III-I-IIII,IL�I,Jill,i{8IfilIirlIil iIIII_III�IIfI-II—I�II-I�I►EI�IyII'�Z� — rI APRIL PRIL 26 1993qg 1� 11LEGIBLE T114N THIS NOTATION, 2 3 I IT, IS DUE TO THEQUAf,TTY OFNO 36 THE ORIGINAL DOCUMENT. 416 • I�il �I►I�IIII III11111I Iliill I I�I IIIIII�I III I II�IIII Il IIIIIIIIIJJI 111 11111111.1 IIII�IIII` Ill�llll II I IIIiI I IIII Illl� l �II� II I L II _ I � ' 11 J r MIN. 3" A C: IN 2- LIFTS --- -- � - RECESSEDDETAAREA �i -- 02 STFE T ARF-AS OUT OF STREET AREAS _ 4 r --, - A - -' - ' ' 6" _jI FE11 a — 1 a 1" RADIUS o - -- � RESURFACINQ ' � � � • ' " ' FILLER MATERIAL I=XISTING IMPROVEMENT - + 4 �" -I / " VARIES - 6" 5 A C �,�_` \ 7 I- - 2'-5" SQ. - J L 2'-4" SQ. ---! 1~- °. ' =SACKFILL o - I PLAN VIEW BAR GRATE _ II % --------- _ - ---- SIDEWALK o . . = N - • . SAW CUT EDGE OF EXISTING - _— _ " ° /o W h � PLAN PAVEMENT ON A LINE TO BE J'I EXISTING GROUND LINE °', ° g" 2 p" • • • N DETERMINED BY THE ENGINEER. V o o ° A o �' -__ -) o °` -TOP OF CURB FEATHER NEW PAVEMENT OVER o -� BASIN: WELDED 10 GA, CLASS e _ o , = SEE DETAIL 603 FOR FRAME GRATE r' CRUSHED BASE ROCK — MILD STEEL, COATED ALL 3/4%-0 GRANULAR V THE EXISTING AS NECESSARY /� �� C N o_� -� SURFACES WITH ASPHALTIC eAcxFitt o • �• � _TOP OF PAVE. l� PAINT. _ --Tt_!"` .•. .� j.•+.. :. t TO PROVIDE A SMOOTH SURFACE a •° • o • ° •o . ^. APPLY A TACK COAT BETWEEN r o o • o °• ° 2" MIN. NEW AND EXISTING PAVEMENT. o' • o •oo 'o , ° o• G . °• o -Q"__CLASS "C" Aar; !_-iC CONCRETE �- - -�- OUTLET SIU13: FOR NO HUB p -� z CONNECTOR,. SIZE AS REQ'D •� • ' � � __2_-._'CLASS�.B ASPHALTIC CONCRETE r I �� FOR INDICATED PIPE (SEE " PLAN) w �+ .•off•' .c • o .a W " " " 20-00 • •� o -J 3" WEEP HOLEi 3 3/4 CRUSHED AGGREGATE M '° • o • °• • o•° .e• < _ GRATE: WELDED STEEL _ ::• : 12" 2" - (?" CRUSHED AGGREGATE PROFILE VIEW DROP IN BAR GRATE (ASTM A36) q '' •� , �'• ; E. SUBGRADE END BARS: 1/2" X 2" �c� •° •a j _—_ O ' 4' L -' CROSS BARS: 1/2"x2"02"o/c D o m COMPACTED BASE ' ' BIKE STRAPS: 1/8"x1" 0 4 16,000 LB UNIFORM LOAD 1. PCC SHALL BE 3300 PSI STRENGTH AT 28 DAYS. CAPACITY �O s �• �4 ' NOTE: CENTERLINE FINISHED GRADE AND TOP OF CURB GRADES ARE EQUAL. w �t o ' •. ' a "i ,; c� 2. CONTRACTION JOINTS SHALL �E PLACED AT 15' MAX. SPACING. AS MANUFACTURED BY: m ' 3. EXPANSION JOINTS SHALL BE PLACED AT 45' MAX. SPACING m ORIFICE TO BE 3" DIA. GRATEMASTER INC. AND AT ALL DRIVEWAYS AND CURB RE-TURNS. HILLSBORO, OREGON _ - (503) 647-2050 POPE BAST 4 iZla�� h� OR APPROVED EQUIVALENT r")t L; 4- CURB EXPOSURE SHALL BE 9 AT ALL CATCH INLETS. ` c!s0r__)u?I,1 FkG,M STk 'zo i-eo TD " r:: _ •4 _, 5. DRAIN BLOCKOUT SHALL 0E ABLE TO FIT 3 DIA. DRAIN PIPE •• •��- � � •• • • _ - T AND PLACED WHERE DIRECTED. .:„ ,• M : :: ::' 50 � W ' �-� P��'PR�P2iATL' &UWF1LL IN STREET AREAS 6 I� 2'-4 E" T/�T�EIZ S 6. CRUSHED BASE ROCK SHALL BE COMPACTED TO 95% RELATIVE L 1F$/IV 13 AGAINST CURv, FILL ROTC,% TO — DENSITY PER AASHTO T-180. BACK OF 31W z.IF a/W 1S Nor AGAINST CURB, FILL ROCK _SECTION A-A' `.r 2�BACK FROM Cl1R!! �„� c��a�-I n^' • -t fix, tVIY DETAIL_ 1 : TYPICAL_ SECTION DETAIL 3: STANDARD CURB DETAIL 6:_ PRIVATE BASIN DETAIL 7: PIPE BEDDING BACKFILL DETAIL 8: CURB INLET _ _1'-10 114" --- - '1 7Z8- 1/10 ABOVE BASE x --6" -6° - --— -i A' 0 1" _PAVEMENT - ,� ° —1 SURFACE R/W f2 1/2" X 1/2" VARIES TO MATCH ti / SQ. EDGE FLAT I CURB .i YPE ,�. "+ c ' a — S' -- 'VARIES BAR � _ 6 --- 2" OF 3/4"-0" CRUSHED ROCK r C--3X21/2"X 3/8" L. N -- -�--'- 2� SLOPE NORMAL SLOPE °' • :' '0 T A A -- SECTION� N _._.�__-_. a a c -- -r--- --- ----- ,,/\� --== OF PAVEMENT 44 s" X F," 10 GAGE EXPANSION JOINT 4 0- ° 2\ PLAN �45 (TYPICAL) ,/ ° ° -- �-t•'. `.' cv =: REINFORCING MESH SEE DETAIL 603 FOR GRATE_ .�' ; . g" ...•: •- ry COMPACTED BASE 2" OF 3/4"-Off 2 1/2 and FRAME A CRUSHED BASE TYP• 5/8" X 3" BOLT :! 1 7 : 17-4" - a : d • o -. , ,. co,�, SECTION AIA' cFNTnN TOOL �`� 4* 1'-8 7/8" d.. ., MARK \ V-8 1/2" \ tiF r 3 _/ A A 1'-7" _ 1 3/4" C to C a a• MIN. 1 1/2m } ° ' 04 �-'. . VgcF 1. LOCATION AND WIDTH OF 51DEWALK WILL VARY DEPENDING UPON FUNCTIONALy''. 3 CLASSIFICATION OF THE STREET. SEE TYPICAL STREET SECTION DRAWINGS _ - \�' ST-500,ST-501,ST-502. _ in _ N 6 Q A' 2. PCC SHALL BE 3300 PSI STRENGTH AT 28 DAYS. 3. EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAY APPROACHES, ANY FIXED ----- - ^_ 1. DISTANCE "A' VARIES WITH STREET FUNTIONAL CLASSIFICATION. SLOPE WILL VARY WITH DIS(ANCE OBJECT WITHIN THE SIDEWALK AREA AND AT 45' (MAX) INTERVALS (SHOULD ! 1 2" ` "A" MATCH BACK OF SIDEWALK FOR GRADE. LINE UP WITH CONTRACTION JOINTS). CONSIST OF AN APPROVED FILLER AND SHALL NOT BE LESS THAN 1/t WIDE. cv _ �_- 2 1/2" X 3/4" 4 1 L2" 11 ?. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL, - SO. EDGE FLAT BAR EXTENDED FROM SUBGRADE TO FINISHED GRADE. 4. CONTRACTION JOINTS SHALL BE PLACED AT ALL CHANGES OF DIRECTION, POINTS OF CURVATURE AND AT 15' (MAX) INTERVALS. JOINTS SHALL BE I/ - - C ' 3. F 1/3CTHE JOINTS SHALL THE 1 O R t/4" WIDE_ DEPTH OF THE JOIN' SHALL AEA MINIMUM TO 111C WIDE AND A MINIMUM DEPTH OF 1/3 THE THICKNESS OF THE - -_ -SECTION C TI 0 N e-e_a_ DETAIL 9: CURB DETAIL A T INLET OF 1/3 THE THICKNESS OF THE CONCRETE. CONCRETE. ----` _- 4. ALL SURFACES SHALL BE LIGHTLY GROOMED AND EDGED IN A WORKMANLIKE MANNER 5. ALL SURFACES SHALL BE TROWLED AND BROOMED IN A WORKMANLIKE 5. SAW CUT EXISTING CURBS WHERE THEY ARE TO BE REMOVEC, IF LESS THAN 3' TO EXISTING MANNER. f3' —� --'-� L-- ¢-____BOTH ENDS 3/16" ENGINEERING BY: 8830-8860 S.W. COMMERCIAL SURVEYING BY: JOINT REMOVE TO JOINT. EXISTING A/C IN FRONT OF THE APPROACH SHALL BE SAW CUT AND \ ALL . BARS -- REP'J+,CED WITH N07 MIX. �\ N.E. 1/4 SEC PION 2 T.2S. R.1 W. W.M. PLAN 2 1/2 X 5/8 DENA CITY OF TIGARD CENTERUNE 6. CONCRETE SHALL HAVE A MINIMUM BREAK11�lG STRENGTH OF 3000 PSI AFTER 28 DAYS, 6 SACK MIx, SQ. EDGE FLAT BAR 18 EACH CIMMM INC. ENGINEERING WASHINGTON COUNTY OREGON ;., P.O. BOX 22791 REVISED AUGUST 7 1991 640 82ND DRIVE DETAIL 2: COMMERCIAL DRIVEWAY APPROACH DETAIL 4: T`(PICAL SIDEWALK DETAIL DETAIL 6: FRAME & GRATE MIL.WAUKI ) OREGON 97222 SHEETS OFA AS SH ! do DETAILS 1:LAosTONE, OREGON 9�0"� (5O3) 653-8y17 SCALE AS SHOWN so3) sso—olae D b CPN PERMIT NCt . �» 'r 10 O1+ .yr. �.. ..Y` r3L• •. '�. �n•.N.}. rof�� l A,f �},� , ', �y 'i , .ww�T..: '.wr !1iH•lyC .'�,..rtJir'�' .,,'•.F `-.M'�t ;��n a '•:. "P.� '' •, r , _ f r.s d ,xe,.: - •s. .t:y.. ar._.>a,,,,.,•....g-c .y MlfwtBalYelM • :•. ,. ,. -Z. •... •. ` iA,t�l t$�:,, w4...wr....a.w•�N#••w y .,...-....wrw.rwr yq,,,..r"L..+wR...w•..-."...... .. ............,.,..... +..:..-.wN'+ :.. -..,.•..- ....a',ri: ....-:MY.: (y,:'. • ...yrra.'T.."e�r•.•...,,....:_ ..-rd'F•T.q�lq .. .q •. .- w ♦ �► « « IIe THSF DOCUMENT IS LESS iIIIII, 1III � II � IIII ilr�li il11r11 1�!Iifi 71ir l�fl1' 11TIF II!ilili � i � i i � illlt IIII � II IIIIIII i � lli � i illi I III � iIi i � il1'li � I �' III IIII � II iIIIIIIIII+III! gpRlt LCGIBtE THAN TIIIIS NOTATION, � I 1 3 I � 11 {I I II 6 I � I I � I 1� I 11I I 12 26 1993 1 2 4 - -_ 8 _ -� -__. _� . I'L' IS UUIa TO "fHl; QUALITY TIfE ORIGINAL, DOCUMENT'. - _. __- — -- J -- --- - - __ -- e BIZ LZ �Z Z 6Z Z tZ OZ 8T �8T �LT 9�T � 917 >rT >;T ZT TT I T �1111_�_1111 �Iliiiii T,, ,ii T, ,,,, Tig, T", IE Fig, I1 T III II�I��IIIIIIII!�IIIIIIIII�IIIIIIIII�I IIIIII�IIII IIII�IIII III1�1II1 �111111Illfllll IIII�IIII �� II� � III��►Il�ll� 1��III 1111111 1-11W-11 I I ILII ILII III fl�lilllll 1112111111111,1111 l�llll I11� I �I II 1176, �I I I IMI 111 Illi 11 14,111l l i l � l vQ 1 S W 90NZAIGAST. z ,f , till, / 1 I 212.18 xc, s %o*h I io ( ¢ 1 i._ E CI.sW�iA10ETr22/.95 �• F S' 69 1 tb eus �.c � ` � 1• �� ALT _ :; e s I •11CtdVF o w uw *:,r{rr :i,..- m:;� !tpBE OF ASSN 1 1'��1COMwifE 'E AfOrE ��a�pMayc�/�yy(T � �.' fAFT.4C IrITE � '��ppNC/VETE S/OEIY.O[A' e1 pN/YEIVAY '� - r -� N. .99002'40"E. �•. �X z�•' dREa7 ORa!//V JV 1 '"A00 Ate.40*. R= /5.00 Ct sty✓~j'v ` 0- *9602'40' � �E..:rt,w CBs N. 44 PG�9'CEL I O PARCEL 27 SURVEY ( � U Of I /'/.cILF STREET /MPROVEMENT ,�, S. W SONZAGA ST. i 7-/CARD, OREGON C, r LOTS /3 $ /4, 'We-VEL ANO /W 2 R f G I f T R R E D R.S.GREENLEAF CHASE, JONES & ASSOCIATES INC. PROFESSIONAL (11385-11915) L A Ij '3 SURVEYOR MARSHALL BROTHERS (� I2 1500 S.W. TWELFTH AVENUE PORTLAND,OREGON 97204 (1915.1957) U�I PORTLAND (503) 228-9844 BOOTH &WRIGHT GRESHAM (503) 669-1234 1 9 (19571977) 1o M SETON,JOHNSON A ODELL PROJECT NO . SECTION DATE A��f . I (1977-1983) � B/3S Qo�22 M.4 Y /3, /9SI :oisMR� CHASE,JONESA * ASSOCIATES,INC. DRAWN BY CHECKED BY SCALE (1983• ) - . ,DL Ss1L E. ✓ONES /'Air a1D' 1� •MII.I.P ,rrwrrrrw—� f.rwr. 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'R 1 I . , 1111 . . . * !, 1 \ 11111 . p� �, . . . . . ; ' �• ,Y/JTJ/VC } 1111 , 1111 ; s._6 . . . . . 1 . . . . . . _ $ I . . . . . . i . . . . . . . . 1 � '• I , . , . . . . . . . . .) h - '. � <1\ :� � . } I } . . . . . . ' 1111 : . . . . I . . . . . . . . . I . , , . 1 � . h 1. . . . . . . . . . . . . . . L 0 F . . , . . 4/TC// I . . . . . . . . . I , . . . , . . . . o. , ..... c c� I }... \ V AOE r ..1111 1 R i G /' i eu e I \ \ . ' 1 , 111 V \. , Op __ . � '� a s d } . 1 ! ,... • � ti , 1111 . . � I ... .,....... ,. . .. 1,111 11,11.»........................ ................................ 1111 I b a _. T y 1 . ..,.,, � W I... . . . . . Or 10 O/% '• . . . . . . I . f ti 1 1111 . l' 1 .. h V 1 4.1,....... . d b�. , r' v ! . . , I ................. {... :... 1111. 1 . . , . 1 . o , . \ � . 4 : : : : 0 ! „ :.,.;1 1'1 1 ,�• 1 1 1 1 1 1 1 1 1 . . . �/(ja�� 'r . . I : . . . . . � � � . . . . h I-1111 . . . . . . . . . I . I . . I . . . I . . . I . . . . . . . . . h D C � , . . . . , , N , ;+.,, :' . . . . 1 . . . . . . . . - b M b ,, "� U C ( h 0 I . . , . 2"ot'cr/rsheo roe�f' . . . . . . . . . � � a . . \ . . \ . . . . . h I . . . Nrt/W I I...-.. D 4' V , ; 11 , 11 . \� . . . . . Ct _ 4 h . . . . . 'V s 4h m ...4' '..... 1/7 . . . . . . ..v o ».:- IQ . \ C 'V .i ... .�.-' 1111... ..L.. . . . . . . . . . . n q „ _ .. : \ '1 .............. .._. �1 \ V 11 �i. L�.I►.7�i1�IG• 1-�:+ . . ?�T�Y . . . . . . . . . . . ! 0. ��/Jef/� .i�fAV� /� ..... h . . . . . .............................»....»........... . .... ......,................. .... b Zt '\ h . . y / , . bar ,r / . . NANP.2W .� . . . . . . o, a, \ „ \ \ � ti t rb T, //. , . : : l : : : : : : : : : f . : . . . . . . . ` . . . . . . . . . ' . . . . . . . . . ; . . . 1111 . . . C � . . . . . . . . . . . . . . �) ` N ti p �, • . . . �� . 1 ! f ! . . . . . . . . . . . ..-; :,•.�' / I 1 1 1 1 . a ti I . 1 1 1 1 a` k :c h ° 11 \ o . . . . . �'� . . tP" 1 . . . 1 1 1 1 . . 1 . . . . . . . . . . . . . . . . + :� .:�4-�.'s/ds/ v'r . ... . . . . . . : . . . . . . . . . . . . . . . . . . . . `� �ti .,,: I . . . I . . . . . . . . . I . . . . . . _ . . . . . . . . . _ . . . . . . . ,. . . . . . . . . . . . . . . . . . . ti. V , ti; q, \ - - . . . . . . . . . 1 . . . I M//V. I I . . . . .�i� 1 . . . . . . . I . . . . . . . . y C yl I M V r V / �- I , . . . . . . . . I . . . . . . . . . ` . . . . . . . . , f . . . . 1 . . 4 f . . . . . . . . . y � a \ . . . . . W O \ ..✓ ase Rock . . . I . . . . . , 1 . . . . . . .4 +.. l 1 7 . . . . r 1 . ...1111. R 7 1111 ... .. 1111.. ........ I' ... 1111.. : , : a• V l 1111... OO : .tom ; , V r.� 1111 .............. . . V v 1. 5 �� ! , . . . . . . . . . : . . . . . . . . . : . . . . . . . .. ........ . . . . . h b I n ti r` ,... I,.. . . . , . . \. �. �* I + .. ... . . . . . . a � � o ; /"� ...................:....I............I................ I . . . . . ..............._............L..........,...,,.................. ,. e o �. , , .: 1... . . . . . . . . ASi°f/AL T CURB I I . . . . . I . . . I . . . p � .*, oma � �, t �: / - ; ,./. _ f . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . 4' . . . . . . . 1 . . . . . . . . . 11111 . . . , . \ a•, .� $ \ e �. . ,, : . : : : : : : : I . . . . . . . . , f . . . . . . . . . /�E1�Y,4L f� 1111 . . . . I , , . . . . . . . 1o � 01 # . . . . . . . . . ; . . . . . . . . . .4N . :S , I 1 1 1 1 . . �, � � �I v�, $ .e , P �A . . . . . . . , . I . . . . . . I . . . . . . . . . -4 q `Z . ., a . . . . . . . . . I . . . . . . . . . / MAP h \ U d M -' /vo sc.�c.E SECT/ON . . v .'P.00� �!T'Cf/ .... ................................. .................................. V/C/NI T Y s�,,�E.... .. ..... . .. T/NG G o EX�S . . I N � � . ;E` • d �� s cE . . . , . . . 42 ...I... 111:1. ' o h ....................:....... . . c •NO s _....... ........:.............,.........,......................................................,. a.D...y.... . I . . I . . . . . . . _ . . 1 . . . . . ' - � > � v . . f ` _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ' ,. \ , . , . . . . . . . ,I . . . . 1 . . . . . . . . . . . . . . . . . . . , . . 1 . . . . . . . 1 . . . . . . . ao0 C p .� f3' eN I . . . . .V '�V ►� 6. b 1� . . . . . . . . . . . . . . . ! . . . . . . . . . . . . . I . 1 1 1 1 . . . 1 . . 1 1 1 1 1 , 1 1 1 1 1 F \ 0 \ N o HEM' GUTTER . . . . . . . . ; 1 Q l '� CNAOE . . . 1 1 1 1 . . �! a . . . . . . . . : . . . . . . . . . : ti V N a ' ......•... ................................ .... ....................... .111..........1................. C .. . ..........I..................... C C .. ... .. .- \ t1 : 1111 . . . ' . . . W ._ . . . . . . . . . . - \. _1111. 1111. 11_1_1. 1111.. ................ ............................:...........................y.6........................,..' . . . . . 111'1.. ' _.N.. . o► , _ w �� ............. ».. . _.. b ,� h: W . . . . 1111 . I '¢ I . . . . . . i f . . . . . . , . " � � � ` . \ �: E Too ot•'curb t/ow. rrl� /J'es�s0,0,. x.) 6., 6, : : : : . . . . . . . . . . . . . . - . . . . � XiS /n9 : : : : . . . . . . . . . . . . . . . 1 . . wt b , O /� : . . . . . . . . . . . . . . . . . . . . . �wemen/ ,LL9verm/Pf eiea mt:ctnteri/ne Edge c»`' . . : : I % Q L. O k ,9L . . - . . . . 1 . . . dr�ce. i � new pv/n/' . . \ L ^ \ J /, s '� s 1 t®�` r/l'��b. .S'rds Z �- See ce/ser!/on ;' . . . . . I I . � a 8 Tack,c� S s. . . . . . . . . . . . . -1 �P! , . . . . . . . . . . . . . . . . - .. ...... ..... O b . . . . . . . . . . . . . . . . _ . __ . 11...11 . , : . . . . _� c?30. : 1111 . ............ ...I...I.....I................. ......................I......... .. :.e . . y. :............................. ................................................. ..... 4�. . . 1 . I . .: - Exi��>irn round--•. .. YAP/ES(B-AUX 9 9 .,. i . . . . . . . . . ,3'o, 0,0ew Aei/'Ch _ . . - . . . . . . . . . / s• . . . . . COnstrUCt 4 COne'. S/yCU/d/.f' - � , d . �9 - fir. I ' . �/,Oro/'oX. S 0.435 ,oer iVn Co.,S'tdOw CS-30,E , . . - -�%i4 `�> ' . . . . . . . . . I . . . . . . . . . . . . . . . . 9 l::,, ._--•• -I : . I . . . . . . . : . I . . . . . . . . . . . . p o o c.- ed roc ....... k /� 1 1• 4' vs f3 1111 . . : � - .. • (� __1111. . .. 1111. V �� ; .. 1_111 _ _ _ 1111 .......... ...`i .. . 6 _ ... .. .................... ..%,......... ....................:........ . ... .... L,, 3!! .0 C: dVei�e t r +� : . 2 Cvnslrvcl !onc' ca d aer ......................................:. . . . . . n ase ck>o . . ,,,r...... E fe d w ................... 1111. �„ /s . �b s - 1 1 1 1 . . . . /� Clgs C over V . . . 1 f ' . . . . . . . . . . . " . . . . . . . we co. ,Stv: ,9*r e -.'!O/ . . . . Cay/sr`rdc>C�dshou/o'Br 5, 2,,.0/gs.3' B. ti 2" .�14"- Crushed roc,f' . . . (exreol no drainage d/ort'ou/,� 6 . . f� : : : . ' : : : : _ . . . . . . . . . . . 7; p o Cr'vsheC/cac'.f' ' `: . . .. _. . ,� . ,�. . I . . . . . : . . . . . . ; . . . . . . . . . : I . . . . . . . . :111:1__ al�Sa e d1 / r irf.a r ba>`� /.%1's.is revuir d.by..C�/ji of Tigard 1 11 1 2c'8 l I. 'a . ...... . y,o . I.....................».. . . . . . . . . . 1 ....................:.....................................:........................I............1 .1...... ..1....1...... ..... /�' . 7 ............ O . . _.... � . ,� N 8. I - . . �, 1,1;11. 1111.. 111,1.. � P. `: y'YrdiCL: sE�' �ON . . . . . . t ; . : . . . . . �S` 011 Lrr fr' \ ►� "P. �1 /S7.0 /l Rve. n }''' 3 065667 S" O.O�Ia03 . . . _1__111... . A • O ........... ................................. ............ 1111. ....... ... .......... ..... . .. 1111. ...................... ......... 1111..... 1111.. 111;1.. - / Aeb�//! . . . . 111:1.. .. ... O. //.A Ar � . . . . . , . '1 111 .6 : . h \ *D 3034 P.Y.C. p/,ae', S.D R.3S, U R,Q : : . . . . . . . . . : : : : : : : : : : . T)��SAL . . . . . . 2� �s �`.f �k. . . . . K 'n . . . . . . . . . . . . . . . . aa, : . : . 1 ,, fr'AM,n DEr411- : : : : : : . : : . . r . ..... . . t�£it/ERAL NO ES NO --r-- ,SCALE W ,�O :...:.......:..:............ ..... ....... _ __. 4 ?.• _ .................... ..:........................._..........I..... ............. ..........................I......................111:......1 ..........I..... .... . . _._..............I.. .... . . Qt00 . N _ �f�0 Vii- _ ............................................................................ 1. Eiei,' �s ore based on C�/`' o/°Tigard detum. Bench -�rark No. /67 /oca>ed st h S CA L E. / -- 20 HOR/Z. &Hy ,'2nd. 6 of,00 remo &0r7 ,YWy zi 7, �/ems r 22/.8B . y � = � � VE InT /save Z. Erosion con/rol)welsibe,"A,ide-di or d✓rily Cor�struC>ion4 ant%/ stabs/i'•afior7 occurs a, -. . ,� A// COns/'rUCt%On she// conform to City of Tig6.�d cvnslrvctior. ca es o,n RIS - e�p la Ste,7c:X&4gs unless ot/rerry/se noted 6RAr,f=PPO.PD r.8 ` ---1-�GAS 6AlS----- GAS- L 1 2 5 9g L.2 f% 45 /.E,/,Y-P/.1.09'•--- to I. _..-1111 . ;2 1 _ _ -�,1,Q�.... __1111.. - _._47 _ a _ p 4. A// exists// utilities � o,lwms are ,woject to aelve,l /li ,le locale w /ch /s the zeiwr_Prns3� t�\J.. .... . _2z,. a . .iO- -• . . . Q. Io�4 �Z t�' �� Ins/aid Q/Y-,sA a�h 5 .. - g9r'S resoonsibo1lty of the ContrBc>or, Excavator must Go^7,n/yrair`!I GRs 7.57 S4/ to 7S7 S7/ c2 y � a t 8 4f� Ile ;/?ap//r/e 'N ; $f s Ga��erin/e�l Shol bs Cor,�s.�rvr1h, pe/'Aw Co. S&Ow .r. Nb. D-!140,71 �6 o-/!s/r:rs>�� o ,�{, l'� 230 I� �� "4 h¢9 ! £6'B 1'^� 2 61 ry2�9 6 ��t I `� I R ecce t That the vert%cg/ eveMer/t 1aoRr ShB!/de of,6spba/tic cOACrele. O9 `I I �� 8 I 58 2 h N g2 3 8 'xv M t,9 �C. I Q9 80 ygl� a��sR► ^. �7 g3 � �3? 2 -_Q o,a •� $ * , I• 13 i1• y'_ _ n 1 -.-Z �,•. Ig_a _ 6, Ares d,&/,i sha/l GIe cbn s'tructed,oe/- W,17 CO. Std DW9. No. D-/05 Y ---- .�B!!/ C%>`d /f/eS>f C1d C gC "'� ryQ5.•-r 22 -' N �L ' 99 _. '\o ��2 1r 4a L CAUr/ON-f sS/BLE LOCA?%GW -- - ---;,�"� f 9 2 I 4 3 !� b „ �. ab ` k B ^ 2 r 829' lg Of w•oTER I pL/NE -�vER/�Y 7 PV C. S/Orrl� dn9%n ShAll be' D-. 034 sOR.�1 ur/ie'commended P.y.c',oi�e Gt�ckfi!/. _ N of ma/'e/-A/n+ cit/rcvn __.__.•. 1 K h k 6 5 I �____ . J 1l1 W �. 'A h �. ---1. _ W_ - --- -__ __ _ _.$y. ._M-._ / /Ifdine'd s,, . . �.+ ..� son >b 'atrirll7 - : $0, . _1.\__...__._.._ _..__._ �,_. .�; � a - - - � z e7 '�.• ;�' Q t s TratYic /'lour on s.6V. 72/d end Go/�zgye must be mss g>s// time b�it>e��te web' darin9�s A P ,! E I� t� '� :C�!�' 7 r� I.J f \ ^ � " W r 9 cr` and >/A rsons must be in,o%ce,arior 10 starliit9 uior�(' and must -, -- � z: 1-4 G A:m D cvrta DIO 7P/�d. I F o��:.�"r a 8 - 'o . p g� - a � V ` �I�' %16 6 r ,- -" -.� N - - " -' '� rk No alork shell occur/n 72nd. Ave• ,Oel- -e 9.•0o.4 M. o - .&Ilei' 3•:30 f.l''- COntro�C>0r t.,. �. __ e w W- W { i �"' - -�' yob dre sbl I shB// rovide 72hr advance r,o. `,Ce to Pr.�er9ency services .&9enC/es ofi/n/nine'n> v ,� 1 -# �(� -�(� 20 I _ ,'z. - 0 0 'a / �isfriel a+nd >ne Cilys ins/�ector t/rereot',91m ' ' 2 �-� 2 .". :- ,� A,I*<°�' /2 s ., s top r. •'g �rr:'' '' :,t _ . _._ FN co/�strac>!on ec>ivity And she! nvtiry tht Schoo �, � _ �-� tb the C the , c,gAr,F=X/a.�S/ - _.. _ _._ A4:A� 9 hours y e/ / A oee/rents s a//b ,o ovrded Jr Y __. - -_-�-_ _._.�,..,r.-- ... , /.E./N• 1/713/ -+.. = cc uvq //.3.Od r ��` /"�'.: 4,�,�,,,,,•...•r= ,' . // .Gig! ,oL ?r d ve ,Deva Eng deer _. '�"' -_-_.�. , � I �� D/� as-dvi/t nr/ars � / m r h e r / '- � oaTe� z � C /.E oer-2/X Y/*'c.B. �" -� 1 See ditch `�-•� i/ _---- ' 2ovo �/ v o \�� //S:!XJ E N�Lp : ' 1 /lJ .lJl3 ,14 5- /f�L - SBC>/O!) 0 f lso AfISM Ix,Y a ,o is re aired. A cony ,o p •---- 2 ,h - �, . ,z$' h ' + \ C NA,1< �ewc,t /v. T// /nsnectian oP the st0.n7 line v nP the / / ect/ /1 re ort Bela 1aa' BY ` �---_!_� b t �, � z� � � ��.= _� � � p i � � � �' \ \ O � � J �` t bt ro✓ided to the City toi re°vieur 8nd 8,00raval. N N �b �► 'b C Q �' b Q mus ,O -- �. Ccl�r7ect`HeLa/2"P.l!C. snir/n dais ", ;I p C VP 0 z �, y, ,\ I The Con>re'ctor is resoonsi/i/ for fins/ site c%anvo and epproori.&te deD.is disAosa/. i { i : v \\ a V < \ - C �J I n.r-f"A. .,.»,.,,,,,_/ X � '0 \ t; ,z tj 1 - A 3� ,••, 1 /O'W&C tb exrs>//;y cea-h desii, Af - P, 7.So 5 \ k `` 3' b , .,0 4i � h X10 I� '� A Y. %�. Q v � \ e *o,�A.; z,r .o� ,.ti � J h � ,� ~0 0, is' wArER /N 0? �7 4 ,.dtivx ra.ed If�'a ,� • V I APpRO NSTRIJCTION - y, ''A- n, s� ..a rq 3 a ' \ [T �• :�1 '' Q e xs,vrv�snrvf y ` C \ �J D `� E�?BEMEM issuEaBy o;,rE �� y ;C:v•� a�j L o v °` f , . #" - a, 3e \ Y �� r\J Q . �` Q V QC �°x . Q -" � o t h v C v O, Ea:cr1 0 FIC;7 _ :V DATE -ZS-7 J ?- saw j Q \ V O 0.er�:T •:,FFItE cz� N� nnTr � .� t 0 ovoese' V O �, b o �. e_o., oFrlcE _ �:.rr I 1, � •Q� :wmo GON ti 0*019 � � \ O � ql h^ GE�I TEL CO I, x� � :a � C `O \ r .. r 1. �. k,►OiB ) S h e O W A�.CO (" _ ` qI N y . 1 .- a2� I /e't�aA. */x•� 0^01 � I O P f,E c o r.v �`l y �' 0�e t a� e T / so•! / I V _ ;,.; Cy yy �% O rp $ tOLuv1.CAL'LE r.1) � CQ _ o . ..: j�%*I f 8 b 1' 3x% I O U-A&.K L.FIR-E [)IST L"/,_ . f`. ..-. ColAc CO vcRE rf' f+� ''- ? *�,1 ��► K y Z14A1� P.o. -.� t3Y l�j. d.-I;;. .: 4 0 -- p I, � �y� UNIF SEW. AGENCY Rv _-� 0Ari 4 M -* ) S f �.J I ; __- �_ 1 - a�' i _ E r F '� � o ••o. ,1!w. I Aw,,Qo.Clor/3 1 y ", 1 /4 7.3" N99°OP.00 e 'Aw"~P/ f ` I } i ..., ',' �, , R=/5.00 ' 1 20 O'S I, ;7q, OR I �' . S. W 0 0 NZ'.4 CA S t d =B-9 O2 " I �. , 1104 L F STREET 1"RRO vrAmA/T N. �r7� � � '"s' C � 2.x.3/' � r=/a.r� �..� 1 M a• foo 10��' dd �►n s - - c=z�a�e 00 z�' ' i s' s') 3/'` ip*4 C/ TY of T/ CARD BPA � � CB=,vA4 .ei 20 E' � 1 f otic. �i N �_ s ° DED/t'�I T/ON DET,4/L :'.,,,�Q,,,,� 2�" I AD SND f"' Ir --1 qJM` P 3 Ir_- -_ �A 0 .• R.S. GREENLFJIF C'IiAtiE:, JONES & Atiti(1CIATES INC. Z; .. ¢ ti 0 -. ---sC,ILE t•'#400) ^��, \ t I -I ---- - _._ . ,4 y F hQ f - _.� /A �I►fs.9 11' 4I �� 1 ��. . �``C,IN`J'f/O (18851915) \ 97201 _` ` t� 1 } , /n� F�. MARSHALL BROTNER5 r 12 , ,00 sw rweLvrty�vENue ooFrrLwa oaEc�oN r , (1915 1957) PORTLAND 1503) 228-9844 •x* aEo to �, 1" " ` tto f .� /OP.l19 C.e[C d Ne[O / 10 -"J ' BOOTH &WRIGI T ' •- - --- --w---I `f`"" �I 5-w-gv (195T-1977► 1 GREShAM (503) 669 1234 1)9r qA p Q \✓ 01 SETON, JOHNSON & ODELL PROJECT NO. i. SECTION OATS co��c ld �� \ / ��40C.rLNIT \ f, MAW N, h • 78 t9 c.e lr h`y�:'/ "977 1983) t CHASE,JONES b �.�PP (�� `1�1�1� �� 1 ASSOCIATES, INC. DRAWN BY CHECKED 9Y SCALE oQ A.F. 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MARSHALL BROTHExiS wE YTH AVE" PORTLAND,n 1 11 I � E.RA+'��s' �b 4'\ !/a 6 a+[AT / 22Ia b y2b' 1 lfJtt.9/ pc,e r z6 ' S' Q .t� I I (1915.1957) c �2 Gd �2. L.-_ r. /w 20. 2— 1[/x'.$9 C.41c.Q• NL'L n / ( . i Px'A(/O[C �._.,_. ., IIII, . BOOTH 61KRIGHT GRESHAAA (50J) 669 1234 PORTLAND (50?) 228-9844 2. __ (1957-1977) I Com• 11`� ,a rt _ 0,W YMltr I SE-TON, JOHNSON d ODCI_L PR(1JECT NO. 'I. SECTION DATE — - — r.�. (1x77-lyes) 17490.9 43PZ c- CHASE, JONES d + ASSOCIATES.INC. DfMWN BY CHECKED BY SCALE (i W3- R.A.F. E. ✓ONES AS SNOW# �. ..� ._...w,..wwmm.w.rrv...w-*., -,m� .",.",""""AIQMy'..Rwm�4"" � _ • • 4 & 0 IIFf7`11313 DOc';MENT IS LESS �� ' 11 III ill 111 `111 111 Ilf II 111 rlf I�f fiI )-r, 1lllfTl- I lift ITT r -I_F 111lipII Ill III I t III III III III 1111111 III 1 I III III Ilil�11 , 111III 1111111L� 111 '11 1' "i 11 "- "' r Ill ILEGIBLE T�iAN THIS NUTATION, 1 ly 111 I 0 ;3 I �4 I ( I I I g i I I 101 1 11 L , AP L 26 1 993 � IT IS DUE TO THE QUALITY OF • No JJ �„'y,��...... 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