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No. DEPARTMENT OF TRAN ?ORTATION APPLICATION AND PERMIT TO Highway Division CONSTRUCT ROAD APPROACH <a►-!c Form 81-734-3307 Name and Add;ess of Applicant Applicant hereby applies to the Administrator and State Highway Engineer for permission to construct [Sunday Consumer Inc. I an approach road connection to the ____ _w_ Summerfield Commercial Center e�s_tery__ l r/o Harris, t1c11onagle Assoc. Inc. Pacific 8905 SW Commercial side of the -__- __— Tigard, Oregon 97123 Highway No, -'-W--- Wa s h i n�ls ton County, 639-3453 at Mile Post _- 11.48 Highv iy En g?.veers Station - 205+65_-_- as described herein. Special Provisions ---- Map Reference 3B-22-3 1. Current. Rules and Regulations governing Road Approach Permits as adapted by the State of Q.egon, Depart- ment of Transportation, Highway Division, are by this reference made a part of this permit. Copies of said Rules and Regulations may be obtained from the District Engineer. 2. The approach(es) shall be constructed in accordance with the Type 5 -__ -_ Road Approach Sketch attached hereto and by this reference made a part hereof. 3. The following additional drawings are attached hereto and by this reference made a part hereof see attached drawings - ------ 4. Facility served by approach(es) _ Summerfie; ' Commercial Center - 5. Construction of the approach(es) shall commence on or after8p pleted on or beforeCctober_ 1980 - P 19 and will be com- 6. Applicant cr his contractor shall notify the District Engineer at , 2131 SW Schol i s Ferry Rd Portland 97221 hone 22.9-5002 — _ - P _.prior to commencing work and after completing construction of the approach(es) covered by this permit. 7• Devr;loper shall be responsible for all costs involves+ in changing the signals from 5-phase to 6-phase including but not limited to cu'.ting loops, installing conduit, additional signal _heLds, relocation of electrical service, etc. Work shall be coordinated with Resident Engineer, Bill Hoffman, phone 771-2881 ind Region Electrical Supervisor Floyd Stuk, phone 653-3108. 8. Permit inlcudes curb, sidewalk and drainage work as p�-r attached plans. 9. See Attached Special Provisions. Bond and Insurance required and attached. It ,,•,,rrnmended for approval: drlolnal Fi-n-r) lj C�T_]E1iak M B SMITH District Engineer Regional Engineer Applicant declares he is the owner or lessee of the real property abutting the above described highway and has the lawful authority to apply for this permit. This permit is issued subject to the terms and provisions con- tained herein and attached hereto; this permit is accepted and approved by the applicant subject to said terms and provisions. Applicant _S p:m^.rf-i.eld Comme.rcial__ t;ente, r ADMINISTRAM AND STATE HIGHWAY ENGINEER $y - BY uriLiTy_PERMIT LN IGEER N Date of Application Effective Date -_5 -B1Z_ 1 � rwt: C C Pbrtland Genera! Electric ConVarry Date Gentlemen: Re: :;ummerfield business Center Attached is our proposal for providing underground electric service to the above noted subdivision. Our preliminary investigations suggest that this proposal is compatible with existing and/( ,- proposed project and utility construction; however, if there are any conflicts with your existing or proposed installation, please contact me at your convenience in order that the plans may be modified. Very truly yours, -R. Nowinnn Estimator Job No. _ ter,, 3 Copies to: 1 Tigard Water District - 639-1554 8841 S. W. Commercial Street, Tigard, OR 97223 Attn: Robert Santee 1 City of Tigard 639-4171 City Engineer, 12420 S. W. Main Street, -igard, OR 97223 1 City of Tualatin - 638-6891 ty Fnr;ineer, 18880 S. W. 80th Avenue, .ualatin, OR 97062 Attn: Mike McKillip 1 City of Sherwood - 625-7377 90 N. W. Park Avenue, Sherwood, OR 97140 2 City of Newberg - 538-4712 City Engineer, 414 E. Fiest Street, Newberg, r OR 97132 Attil: Ernst A. Heister 2 Yamhill County - 472-9371 Road Department, County Courthouse, McMinnville, OR 97128 3 Marion County - 588-5036 Marlon County Department of Public Works, Salem, OR 97301 Attn: Claude Fallin 2 Clackamas County - 655-8521 Clackamas County Engineer Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat I Wilsonville - 638-8565 City of Wilsonville, Route 1 , Box 4, Wilsonville, OR 97070 2 State Highway - 653-3099 Right of Way, Box 02157, Portland, OR 97202 Attn: Ted Inlos 2 Northwest Natural Gas - 226-4211 123 N. W. Flanders Street, Portland, OR 97209 Attn: D. W. Mills 2 City of Dundee Box 201, Dundee, OR 97115 DH/Am'' 3 7. 1 B 2 Wr'jorn Drviyon— 14655 S W Old Schell-,Ferry nolo't I*'A Voh On Off-•Unn )`, J..: Harris-McMoe ag-suAer asates, Inc. L rE-TT LE-. M 0� ZZK'QRflaUT Qh�[L 8905 S.W.COMMERCIAL STREET TIGARD,OREGON 97223 DATE Telephone(303)639.3433 ATTENTION `--_T --' "-- TO �vL11C. 4tze'e& GENTLEMEN L- ---- --- WE ARE SENCING YOU C.1­ 'ttached ❑ Under, separate cover via the following items. Shop drawings EI Prints Plans I Samples C.I Specifications Copy of letter F_ Change order '4.7�'' E4� _ e- — - — -�1--.... — ----. COPIES 4 DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below. For approval Approved as submitted Resubmit- _copies for approval _I Four your use Approved as noted Submit___.__copies for distribu+i;in t— s requested C 1 Returned for corrections 1 Return --__corrected prints For review and comment I . FOR BIDS DUE _19, _ Li PRINTS RETURNED AFTER LOAN TO US REMARKS.— �/N SIGNED:- L. It enrlosures are not as noted. kindly notify us at once. -- Harris-McMonagle Associates, Inc. ENGINEER&SURVEYORS 8905 S.W. COMMERCIAL STREET TIGARD,OREGON 97223 r DATE -v JOe Nf1 — Telephone(503)639-3453 �*TIINT,011 _-- ---- y TO f, GENTLEMEN ---- -- ------- --- WE ARE SENDING YOUAttached Under separate cover via the following items: Shop drawings Prints Plans I ; Samples Specifications Cipy of Ir.tter f Change order COPIES DATE NO. DESCRIPTION --, THESE ARE TRANSMITTED as checked below: or/a�p�Dva1 ❑ Approved as submitted ❑ Resubmit_— copies for approval of r�r use ❑ Approved as noted ] Submit.--copies for distribution A' s �ed p❑ Returned for corrections ❑ Return corrected rints or review and comment ❑FOR LIDS DUE ----__ -.- _ 19 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY SIGNED- it enclosures are not as noted, kindly notify-us 1111vonco. GEnEF?AL TELEP"onE COFI7PAnY OF THE nORTHIIJES7, inn 24tin W%lA!N P() BOX 73416,TIGARD,OREGON 97'7 PEOPgw � oNovember 8, 2979 Nov 1 11979 CITY OF TIGARD City of Tigard Z2420 S.W. Main Tigard, OR 97223 546-386469 -- UC CONDUIT & ENTRANCE CABLE FOR SUMMERFIELD RETIRFMENT CENTER Enclosed for your information and approval are two copies of the above-named job. The purpc,ge of this jub is to provide facilities for the Summerfield Retirement Center. If you have any questions regarding the job, please contact Vern Busboom at 620-0305. Very truly yours, Jeanne Bryan Administrative Assistant ,'b enclosures: 2 Ret � l Accuuntant Administratar �— Bldg. Official Director. of P.W. _ Librarian Planner Police Chief j 4 Recorder Pleases 'type - draft ( ) Final ( ) I Sign/Approve copy (# ) P Distribute— File Return to tr,e Ma i 1 Read & Save Read & Toss See Me '('tike Appropriate Action Per Your Request COMMENTS: H 49 WASHING'T'ON COUNTY 1, ADMINISTRATION BUILDING-- 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF COMMISSIONERS October 17, 1.979 DEPT. OF PUBLIC WORKS MILLER M DURIS,Charman JOHN F.CROCKET i,Diiecror JIAI FISHER, Vice Chairrr in ROOM 201 VIRGINIA DAGG (503)6488886 John Ha City of T' and Public Wo ks Department 12420 S. . Nlai.n Street Tigard, regain 97273 Dear Jo} Attached is a drawing of the proposed inT,,vvcTTuents on S.W. Durham Road east of f}ighway 99. This proposed improvement is in conjunction with the corrmiexcial development bei.ng proposed at Summerfield. As you will note, we propose some changes that will provide for the full channelization at the intersection and tapering down to the existing street access to the Summerfield development. This is the proposal that we had in mind when C-lis was discussed with the developers and the City Planning Director. It was also our understanding that the only access to the site would be furan thi? existing street access to Sumrerfield. There is a drivE-way shown as an entrance to the Summerfield Conr-erci.al Center which is loc?ted on S.W. Durhant Road. We have indicated that it be re caved after construction aryl only be a tEOWrary access. I believe that this is the same comment that the City (-,f Tigard has placed on that driveway access. I Would just make one further int acid that .is that any entrance onto Durham Road otter than the street access would be unable to be serve by a left turn channelization Oft of Durlwn Read because of the distance between the intersection and Hin_hway 99 which need to be channelized and have .left turn storage lane. S.W. Durlkim Road is a county road and we appreciate the opportunity to get our input into work being done on county roads within the City of Tigard, even though eventually these roads probably will be under the jurisdiction of the City in the future. We would appreciate it if you would keep us informed of the plans and the �,x)rk to be done on S.W. Durham Road. It is my understanding that the City of Tigard will bond for the iMrovemeilts and provide necessary .i.nspection. Please contact Ron Aase of the Public Works Department if you have any questions as he will review final plans for the county and answer any questions concerning permit for work on Durham Road (648-8830) . Very truly yours, Tom Spear Planning Coordinator TS:ja cc: Able Hc7war/, P,;7nrijri(; Director - City of Tigard Rion Aa se APr'l_ICATION -- STREET IMPRO' 'MENT/EXCAVATION COPY TO: ORDINA, _E NO. 74-14 (WHITFI LF • � (BLUE)) - (NSP. (INSTRUCTIONS ON SEPARATE SHEET) IYELLOWI OTHER AC:ENC" '((PINK) APPLICANT APPROVED APPLICATION NO.: Ile NOT APPROV ED / u CITY OF TIGARD, OREGON FEE AMT.: f All iz PENDING FEE. PMT. ❑ CITY BALL RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WORK'S DEPARTMENT BY � _ DATE &9/ PENDING AGENCY "OK'' ❑ Application and 1'ropess Record — — — — — — — — — — — — — — — — MAINTENANCE BOPJ,D,M3 PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED 7R ANNUAL PENDING VARIANCE U EXPIRATION DATE: /✓ A- .. 00 PERMIT NO.. ll_, ( DATE ISSUED: 1ilL ., _ (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALI_ -`?7.R,�X-'- _1MP12UVE�t ��rc. - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREIVI NT . APPLICANT _ -1 ✓5 C, &! IAL'/U rC�TLA�VI� /iC'� 23i- 49G 1. NAME ADDRESS CONTRACTOR _- NAME- -- -- ADDAE49 CITY PHONE -- PLANS BY _I�FI� 11_IS-I1���� J�s. � C>�t�. _ I,' 9�L� - �rt'L^ jq%37 IZ•3Z NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _ --- _ -------------- DOLLARS (2) EXCAVATION DATA: FOR UPFl u3�. tj - p fir/ •'.MON. 0.02 X f STREEr DESCRIPTION _ __ PROGRESS & INSPECTION STATUS NAMIE SURFACE CUT CUT CUT MATERIAL INSTALLED _ TYPE LENGTH WIDTH DEPTH ITEM Q gUANTITY ITEM DATE REMARKS/TYPE BY STREET ---�- -'� - — OPEN E D 7 �� �L IL - - - - INSPEC- - --- R TION E - Q ESTIMATED STREET OPENING DATE: _- / ! / E _ 3 ESTIMATED STREET CLOSING DATE: T -` - ---- -- E (3) SECURITY No. � TREETSECURITY AMT: E CLOSED — SURETY CO.: �. __ rINAL - CETIFIED CHECK '� CASH ❑ sONd CI INSPEC. R OW (4) PLO r LAN `INDICATE SITE PERTINENT PHYSICAL^ SPECIAL PROVISIONS/C7ND1 r1ONS: FEATURES; EXCAVATION LOCATION AND EXTENT. ALAAx_!im "A i , I r'�/r��C' rNF A rT�1[' �=1h I Ey/�>i t c r is c A�c�Ef7 •- _��c��� -w,►�-. � � I - -- --J—.�----- I — M.L u.Y�� � �4�1 TSE 11J_ 11��C�_R_� . (5) NOTE THE CITY OF' TIGARD rlOES NOT, HERE®Y, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURiSDIc-TION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THF APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAVIIS AND CONSTRUrTION ,rECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND YO SAVE HARMLESS THE CITY AND EMPLOYF 1 1, Ar.AINS' ANY INJURY OR DAMAGE WHICH MAY RESULY FROM APPLICANTS ACTIONS. APPLICANTSEAGNATURE: _� DATE V / /� CITY OF TIGARD--12420 S.W.MAIN—•TIGARD,OiZEGON 97223 /� RECEIPT AMOUNT: ���`�� _DOLLARS � a�•.0 NAME: CASH: t`• ADDRESS: CHECK: i OF M.O.: fOR: ACCT. i PERMIT! __SURCHARGE AMOUNT SEWER BILLINGS 40-364 —'T BUSINESS LICENSE 05-331 _ PLUMBING PERMIT 05-332 $ MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONE IEC )N 40-363 SEWER INSPEC710 V 40.36: SYSTEM DEV, C'BARGE 25-366 PARK DEV.CHARGE #1 30-36,' PARK DEV. CHARGE #2 30-3613 ZONING ADJUSTMENTS 05-362 _ A— %. �J.�t�! TOTALS RECHVED BY: -- PERMIT NUMBERS ASSIGNID:� — ----- –-- 1 Number Amount Number _ Amount Number Amount 1' RECEIPT .100 `�t SAFECO INSURANCE COMPANIES SAFECO IN5U n ANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA wONi;]f FIf.E $A Rf CU II AIA.SF ATTLF..WABMINp rO'1 Yeltl! Bund No. 4076156 i MV01'AL1.A16NRYVIESFPRESF.;VTS•ThmWe. SUNDAY CON::UMER. INC. I as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA,a corporation organized under the laws of the State of Washington,and authorized to transact the business of surety In the State of Oregon as Surety,are held and firmly bound u^tn CITY OF TIGARD in the just and full sum i of FORTY THOUSAND FIVE HUNDRED EIGHTY FOUR AND 50 100Tf(S--DullarsIS 40,584.50 —) for which sum,well and truly to be paid,we bind ourselves,our heirs,executo-s,administrators,successors and Jointly and severally,Firmly by these presents. i Sealed with our seals,and dated this 15th day of October Iq 79 s I THE CONDITION OF TRIS 01111'AT10N/S SUCH,That,WHEREAS, the sbove bounden SunDay Consumer, Inc. has requested and is about to obtain a permit from the City of Tigard in connection with Ordinances 74-1.4 and 76-11 for street improvements, curbs, sidewalks, storm sewer and sanitary sewer, all located generally at the intersection of Summerfield Drive and Durham Road. NOW.THERFFORE,If thes:.id SunDay Consumer, Inc. shall comply and faithfully Perform the work in connection with said permit —_-_ I then this obligation to be voi&otherwise,to remain in full force and effect. The period of this bond shall be for one year after completion and acceptance V of the work and in no event later than 10/15/8.. SUNDAY CONSUMER, INC. (Seal) -� Principal I Bye r — -- -rR (Seal) - �PKncipal \LL i Pridcipai SAFECO INSURANCE COMPANY OF AM Y (y Roger V. kothrnck tOrney•In- aci i !•la Rt 10/72 ngINt'CD IN Q.S A. POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA HOME OFFICE. SAFECO PLAZA kinj SEATTLE, WASHINGTON 98185 SAFECO No. KNOW ALL BY THESE PRESENTS: That SAFECO Insurance Company of America, a Washington corporation, does hereby appoint -------------------------ROGER C. ROTHROCK, Portland, Oregon--------- its true and lawful attorneys)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO Insurance Company of America thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO Insurance Company of America has executed and attested these presents this -------------Qth.-------day of_ November__-_ , 19 ._%-_. CERTIFICATE -� Y Extract from the By-Laws of SAFECO Insurance Company of America: "Article VI, Section 12.—FIDELITY AND SURETY BONDS . . . the President, any Vice President, and the Secretary shall each have authorit, to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business . . . . On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof,may be impressed or affixed or in any other manner reproduced;provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO Insurance Company of America adopted July 28, 1970 "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article VI, Section 12 of the Ny Laws, and (ii) A copy of the power-of-attorney appoictm,Int, executed pursuant thereto, end (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may b«, by facsimile, and the seal of the Company may be a facsimile thereof." I, W.D Hammersla, Secretary of SAFECO Insurance Company of America,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effer-t IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile Seal of said corporation 15tH October 79 this_ - - _.__day of--------- .�--------, 19 -- - s PRINTED IN U S n WASHINGTON COUNTY \\ ADMINISTRATION BUILDING 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF COMMISSIONERS October. 17, 1979 DEPT. OF PUBLIC WORKS MILLER M. DURIS,Chairman JOHN F.CROCKETT,Director JIM FISHER,Vire Chairman ROOM 201 VIRGINIA DAGG (503)648-8886 John Hagman City of Tigard Public Works Department 1.2420 S.W. Mair. Street "igard, Oregon 97223 'dear John: Attached is a drawing of the proposed improvements on S.W. Durham Road east of Highway 99. This proposed irr>provement is in conjunction with the caimiercial development being proposed at SLurmerfield. As you will note, we propose some changes that will provide for the full channelization at the intersection and tapering down to the existing street access to the Summerfield development. This is the proposal that we had in mind when this was discussed with the developers and the City Planning Director. It was also our understanding that the only access to the site would be from the existing street access to S,mmerfield There is a driveway shown as an entrance to the Summerfield CoTmie rcial Center which is located on S.W. Durham Road. We have indicated that it be rEm oved after construction acid only be a tenWrary access. I believe that this is the same cr-mment that the City of` Tigard has placed on that driveway access. I would -just make one further comw.nt and that is that any entrance onto Durham Road other than the street access would be unable to be served by a left turn channeli.zation off of Durham Road because of the distance between the intersection and Highway 99 which ne-,d to be channelized and have left tura storage lane. S.W. Durham Road is a county rnad and we appreciate the opportunity to get our input into work being done on county roads within the City of Tigard, even though eventually these roads probably will be Under the jurisdiction of the City in the future. We would appreciate it if you would kEx?p us informed of the plans and the work to be done on S.W. Durhar.i Road. It is my understanding that the rity of Tigard will bond for the improvemen'zs and provide necessary i.nspectivn. Please contact Ron Aase of the Public Works Department if you have any questions as he will review final plans for the county and answer any questions concerninq permit for work on Durham Road (648-8830) . Very truly yours, $XI Spea Planning Coordinator / TS:ja cc: Allie Howard, Planning Director - City of Tigard icon Aase Harris McMonagle Assam.fates, Inc. OF D ��� ���Q� ENG[NEE RS.SLRVF.YQRS 01 8905 S.W.COMMERCIAL STREET TIGARD,OREGON 97223 DATF. , Telephone(303)4?9-3433 TO 1 r l�lcs f Aea �e— � x L GENTLEMEN- _ n[;�' �i �q]q WE ARE SENDING YOU i Attached Under separate cover via --GITY -()fL—T4GAq[�Ilowing items: Shop drawings ❑ Punts Plans C.; Samples L; Specifications Copy of letter F-1 Change order L_COPIES DAL E NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: � or approval [I Approved as submitted Resubmit_-- copies for approval 71 For your use P Approved as noted Submit---copies for distribution C As requested U Returned for corrections Return—__corrected prints CI For review and comment C7 _- C FOR BIDS DUE _19 PRINTS RETURNED AFTER LOAN TO US REMARKS_-.___ _ COPY TO_- SIGNED. If enclosures are not as noted, M,ndly not, us at once, — Harris-McMonagle Assn tes, Inc. L%IE T[—, ori] ©7 MkRZ 0 717 ENEIINEBRS�St1RVF.YOPS L 8905 S.W.COMMERCIAL STREET TIGARII,OREGON 97223 DATE Telephont(303)6393433 A TIENT TO 0' -_Ice D GENTLEMEN �— ------ .-- - - -- OCT r, �a WE ARE SENDING YOU C Attached ❑ Under separate cover via--,--- rr ffie'fdlldwing items: Soop drawings Prints C, Plans SamplePTY QFpe"t�tjgr}�D G _.Copy of letter i Change order i _ _ l��/`iirrCC COPIES LIVE _ - NO DESCRIPTION fH,FSE ARE TRANSMITTED as checked below: For approval [_, Approved as sutmitted i_j Resubmit___copies for approval /Af For your use [I Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for correct'-,ns El Return corrected prints For review and comment EI _ FOR BIDS DUE_ _ _ 19 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY 10 --- _ SIGNED: If encloeur a are not a noted, l,mdly notify eat once — Harris-iVIclVlonmle Associates, Inc. ENGINEE SURVEYORS i%3 S.W. COMMERCIAL STREET TIGARL OREGON 97223 TeMOAoM Ih'M 6)11•313) October 5, 1979 Mr, Bud Ga ii no Sunday Consumer, Inc. 815 N. E. Davis Portland, Oregon 97212 Re: Summerfield Ccmmercial Center Dear Bud: The unit costs shown in the detailed estimate are for the quantities, type, and complexity of the work involved. These prices do not include interest during construction, governmental fees, land etc. . Durham Rd. Recons:.ructlon $36,895.00 Contingency 10% :1,689.50 Total . . . . . . . . . . . . . . . . . . $40,584.50 Very trul ours, Aoyvrris-Conagle �sbciates, Inc. : W. WLM:ds .� enc. Harris-McMonasle Associates, Inc. ENGINEE •SURVEYORS 8905 S.W. COMMERCIAL. STREET TIGARD,OREGON 97223 TdyAowf 13031 639.3113 October 5, 1979 PROJECT: Durham Rd. Reconstruction TITLE: Preliminary Cost Estimate UNIT UNIT ITEM DESCRIPTION MEASURE COST TOTAL 1 . Clearing & grubbing lump sum 600.00 600.00 2. Excavation to sub-grade 610 c'Y. 6.50 3,965.00 3. 13" of 2" (-) base rock 690 c.y. 12.00 8,280.00 4. 2" of 3/4" (-) leveling course 106 c.y. 12.50 1,325.00 5. 3" Type "C" asphaltic concrete 230 ton 30.00 6,900.00 6. 16" standard curbs 560 l .f. 6.00 3,360.00 7. Standard inlet 1 ea. 500.00 500.00 8. 12" C.P. in place & cut into existing inlet 15 l .f. 16.00 240.00 9. Remove existing islands & paving-Summ. Dr. 110 l .f. 3.50 385.00 10. Remove curb returns-Summerfield Dr. 80 l .f. 3.50 280.00 11 . Patch pavement- Summerfield Dr. 55 s.y. 18.00 990.110 12. Striping S.W. Uurham Rd. � Sr .�1r-. 1900 l .f. .50 950.00 13. Remove & replace bike path wits 4" Type "C"' asphaltic concrete 5 ' wide 460 l .f. 7.50 3,450.00 14. Power pole relocation 2 ea. 2000.00 4,000.00 15. Raise ex sting inlet install soli: cover 1 ea. 300.00 300.00 16, Saw cut t re,.,ove curb return - Pacific Hwy. 25 l .f. 20.00 500.00 17. Relocated pedestrian walk button 1 ea. 275.00 275.00 18. Concr to sidewalk-Pacific 170 s.f. 3.50 595.00 2fi. ',AInTotal $36,895.00 wnw•� -_� Contingency 10il Total Estimate . . . . . . . . . . . . . . . . . . $40,584.50 Avoid Verbal Messajes � CITY 01' TIGARD To: �_��__-_ � •_. ---- Prom _ ._ CN Subj ec t:— rTu to WOW Slim Mel? r/ez IAXY To.. O . S . A . �rL uaA 2Qt�D Tt� C,TY. 064770A..) -PER PfID,vE OA« C'A2oc GtR�cvc�2 Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 D E (UN^ � W DD SEP 27199 September 24, 1979 CITY OF TIGARD �t City of Tigard �C P.O. Box 23997 �✓ t �'� Tigard, OR 972.23 r✓ v� Gentlemen: SUBJECT : SUMMERFIELD CENTER Enclosed for your file are two sets of the construction plans on the above-referenced project which have been approved by this Agency and the Department of Environ- mental Quality. Very truly yours , Engineering Division jb iEnclosure 72-48 STAFF REPORT SITE DESIGN P0VfFW September 19, 1879 Tigard City Hall, 12920 SW Main Street DOCKET: Site Design P.evie 4 (SDP, 26-•79) n Summerfield Coner 1 Center APPLICANT: Mr. Bud Gavino, Jr. 815 NE Davis Portland, Oregon 97228 LOCATION: Intersection of Pacific Highway and Durham P•l)ad Olash. Co. Tax M-ip 2S1 10D, Tax Lot 1902) REnUEST: Site plan and d�-_i.gn review for Summerfield Commercial Center (Phase I and II) . P.PEVIOUS ACTION: The Tigard Planning Commission recommended approval of the development plan and program for Summerfield on February 6, 1973 and the Council adopted the Commission's recommendation on February 12, 1973 (Reference: ZC 5-72, from Washington County P-R Planned Residential to City of Tigard P-D Planned Deveiopment) . The Retirement Center is being developed at this time. The majority of residential development in Summerfield has been completed. There are several apartment units under construction, several single family units and condominium units are being completed currently. This application is for construction of the Co».,,ercial Center site. SITE PLAN AND DESIGN REVIEW: The applicant is proposing to construct Phase I and II of the Summerfield Cormercial Center, 2 part of the overall Summerfield development scheme. The proposal provides for a nunber of commercial and professional office buildings on the subject sit.e. The purpose of this application is to fulfill the intent of Condition Two (Reference: 2C 5-72) , which stipulates that all land within the development shall be used for residential and recreational purposes, except that the area designated for commercial uses on the site plan may include serv' ,;e and/or professional office uses serving the d-nvelo;.Hent. Center is lc.- -aLud in tha Northeast quadrant of trie intersect.i')n of P�+clfic Highway and Durham P.oad. The commercial site is bounded on the wesL by Pacific Frirthw y, on the snurh by D+.irham and on the southncz;t ter 5 ��rfi.el.d n- The development complies with all setback and landscaping requirements. The parking plan needs to be revised to include parking stalls for the handicapped. STAFF RECO,'-IM NDATION: Staff recommends approval of the preliminary site and design plans subject to the following conditions: STAFF REPORT SITE DESIGN REVIEW S-OR 26-79 Page 2 1. Sum:-,i:!rfield Drive shall not be utilized as an access point to the subject site during various phases of construction. - The Durham Road Access point shall serve that purpose. 2. The parking plan needs to be revised to include parking spaces for the handicapped as marked on the preliminary site plan. These parking stalls shall be; (a) a minimum of 12 feet in width in order to allow users to maneuver out of vehicles; (b) adequately marked for the handicapped ani situated near building entrances to eliminate wheeling or walking behind parked cars; (c) ensure movement free of barriers such as curbs and other abrupt changes in level. v---3. Designated painted median/divider shall be deleted and replaced by "raised landscaped median/divid�ir" on Durham Road and Summerfield Drive. 4. The applicant shall obtain a City Street Opening Permit for any work on Summerfield Drive right-of-way (including street islands, driveway aprons, storm and sanitary construction, etc.) along with a Washington County Street Opening Permit for any work on S.W. Durham Road right-o£-way. 5. A detailed sanitary sewer plan, prepared by a licensed civil engineer, must be submitted to the City Engineer for review and approval and the associated fee paid prior to the issuance of a building permit. 6. Oregon Department of Transportation review and approval is required for any work on Pacific Highway right-of-way. 7. The applicant must submit a lighting installation plan for approval prior to the issuance of an occupancy perrit. S. A complete signage program for tht.s project will be submitted for design review. Only one free-standing sign for the Entire project will be allowed. All existing temporary signs must be removed. 9. The applicant must deck Cate an additional 45 feet from center line for the first 100 feet from Summerfield Drive heading west. W""10. That the applicant agree to full improve►aent(s) to Durham Road to City c"11l " 1 , - t st'anal-arils c long th^ seuHiern peri-iter of tale taroponed de ve 1 op;�s n t. . .•'�� Glia Cl C'-`. tll (. I. �J p !,I' to ar application is made to the appropriate doparttnant and changes are approved l by that department. Applicatio:l for changes will be made in writing and shall include applicable drawings, engineering specifications and other details requested by the departm,�!nt. No construction shall take place in these instances until after the changes have been approved. Any deviation from this condition will result in the immediate posting of a stop work order on the project or any portion of the project. STAFF k::PO RT SITE DESIGN PLVIE'-1 '7R 26-79 page 3 No Occupancy Permits shall be issued until all conditions have been satisfied 12. and approved by the Plannin3 Director and final inspections hava been made by the Building Official. No fcirther action will be taken cn this project until this documint has been signe'i. NOTE: The foll-rai.ng acknowledgement must be signed and returned to the City of Tigard, Planning Departm--nt, within fourteen (1.4) days of your receipt. Failure to return this ackno:gledgement will result in no further action an this project with regards to issuance of building permits or engineering approval. Signal re ` —_ -------�__�__.� .. Date Report prepared by: Azam Sahar Approved by: AIdoward Planning Intern P10mg Director .n ....� HARRIS - McMONAGLE A. DATES 8905 SW Commercial Street 'TIGARD, OREGON 97223 /A F C C l_L3 (503) 639-3453 pa ov-a D G 11 It ! t)I I i TWIN(. WA', W, L. GGA u. -�-�-o��lEv (;-R -T"C-: ISTR /�U V>0V 1-t-4 —1 1A B ►T /A :FR L -�-�i; �� � i E s T, .S�11� i�►�i N E �Yc��l.._I� *=�.U S N a��. —T' 1 E. E-I f-4 CS -r-nell 3 C <_�K. -T-tt L -Tt4 Et IZ I N Z P L 1!ONJ. SEP 1 81979 - - CITY OF TIGARD c�U K V-- ✓ AIR TEST RECOMMENDED PROCEDURE FOR CON-DCCTL`G f.CCEPTANCE TEST ' 1. Ciean pipe to be tasted by propsiling sterg fits::{inflated rubber ball throw the t C pips with rater. low 2. Plug a 00 ll pipe outlets with suitable test plugs. Brace each plug securely. ISO 157 3. 11 tbs pipe to be tested is submerged in gro=d -iter, insert a pipe probe. by 9W IC=3 boring or Jetting, into the backfill mater al adjacent to the center of the pipe, and de- termzne the pressure to the probe when air passes slowly thrvugb it This is the back t0 Sin Pressure due to ground water sult-xergetice over the end d the probe. All g,-{e pms- am 100 900 sures in the teat should be amreasied by this amount. so 4. Add fir sf�wly tj the cyton of the aS0 p pipe =reit-:�n Maier rest un the in ao air pressire .s n:xd to 4.J pstg. �e W0 rr;e_xpusedptpeand pl:;gsfor a_`mcr.'leakage !�y xtizg with a scsp se!,itim. 70 765— If anv to:free are observed. "lead off air and eke accessa.-y ropairs. 6. Alter as .;te—%2l Pressure of 4.0 as:;is Jbtainod. a1�3 it :east two minutes for 60 ♦OOp �G air temperature to stabilize."Idiaa only the amatim of ur ,Wured to 1.,-,i+,e�:..pressure. 68') 7. After the two minute period. dase:onnot air•uppiy. SO 7000 B, Alan pressure decreases to 3.5 psig. stirs Stopwatch. Determi:*the time in u S9S eeeNwAs that tetwrsd for the tstssrflal air ;.tassure to reach :.:,aaig. Tbte rias 1n- brval sbou than be compared wetb craw ums required by specif,cation as computed 2000 below, 9. list sine and koeth d all Porta= d pias=der tit Is table atm Har to nae shown here. 3 0 D1sr sG iactaM Fans 1(..011 d2L C .0003US dL low !2S zo �o im Sao - 340 _ a0t: 1 —, ?too + 2Sc i 0 09 zari ` 0/07 7 7oD i 06 ::6.' 05 10 Total K i d Total C Time rewired by specification %0 —-- Z —, a - ISO 1 J B, .ase of nomugrapa (Fig. 13), compute n ane C Lee scale's j aw 1. read K L '' and C, enc enter thew valines te ties tabu above. i I. Abd all values of K and all vajaaa of C for pipe under Last. ` 11 the tdu A ate' C values _s leas than ane, eme r the total.d all K vul es into the too space for 'rima Required by 4miLcationRequired : 13. if the total of ate' C valum to greatar than mss, jivtde the total d all K values, by tis total d ate'C ralues, to pt To tri this divtAioa with itis too C sad K. jmd read mograp�us acs►aa Fid. 13.—NOifOGRAPH FOR THE i� LL'I?r NI OF K=.O11dZL C = .00035d3dL Cq = K-C 104, I-4 c'o AIR TEST RECOMMENDED FROCEDLRE FOR COYDC=_\G ACCEPTA-SCE TES I- Clean ;:p8 to be tasted b)psop811-4 s pipe +.th ..ter. -+g f tIIag tri:latsd rabbet bail thzaigls the G 1000 C L +� e •v ?e ji-tiets*ntd s•,::i to test plugs. Brace each plug sscyrl7, 15300 S- :f a =.:ti _. >f $sty' :, 3cerne.ria Sn `round water, tn"rt a pipe probe. by 900 id-went to the cotter of the pipe. and de- -.- 36 ter = _,ice�. � x -yea air;.a�sea slowly t+srxtgh IL This is the baric pt+- .re _e : i0o :XX - 9L13 s.--ease-tie over:�end o!�e probe. All pug*?tss- may' 9 Mare- VC of s-u:d x :-C:_a.,aJ !: his amount 90 {. Vis_ s_.- s:=+:y the t.r_:r. of_-0;:pe UU: tioa pier that uetil the mtetaai e�= - 3a air;-ens_ c s ':sed to i. ps j. 700 l0 a'ti: - C*r_xe�-f_sr.2 ,eir lal_ss'or 3on;r ii leakage b5 coatiat rtth a soap soditiarL 70 Es R an ai.� . -2s are ;oserved. b.ecj Ifi air and ramie necessary repute- Sam 27 i. ifte- :n i_;rrial pressu.-e zf ;*19 ,s -Vxa:aet!- ill�w at east tstto mimtes for 00� JO - aar to?n�w-_..re L:ita`it:_e.:_.: ;r.... t aL:,WCE 7f:- i► r zq:ilred to maintain pressL!!. 600s000 Se'_ 74 7. . :ter the MO minute wr,.Q a:3=^ar^!rt air st",,31y. _ s0 0. 'Sea pressure zecreases to ;,5 1000 = 2ee3ed3 _ u ^tit . ��. Stan Datetmine the time to egtured for the iatetaa:air press=v to reach '_.S;sig. 7bas ti.n g in- 535 Eenal .;r_ud the- no compared «Sib :he =_w rec•rared y s -SOC a3 helot• 9 pecif�cabon as computed 2000 S. 4steizemid le-4iho(tll poraoos at p,t,. .nder beat to able similar to otos shown ham. Diameter Length 1 ao0 f�T'tes Feet K' .OlI d2L C •.0003882 CL 30c F � 394• `�5 � ?7Y. t o l �. �.3 '' ar� sot sic - 1 3aa 30 10 JOC 09- 29,3 ID O e 200 Zw Total K_�� 3C Total C >CD Oa I :Sa Iime requited h7 specaflcatia / i'7 -- 6 L� O) so Oa �..� ao ISO— (FIC 13). comaate K and C Case seaJes d and I- read K a� C. aC --ter:te" La=0 Ut:a vx�v. 0.1 It. -ad- XII ra::es 3f K a.d alt val:.es ;f for;ipe .near rest l=. L•_r taint a("'C values u less •_ roe, stttar tie Umal of all K values tato .be 20 � _ apa..a or a 3e•:_:r_d too 173 7 a b7 �per�. __�:.' 11. Htlte: a. :a.i C val_ts :s {reit- -iia tat. llvlde :Js toW 19 all K vai:es, t., iica tel ofa!: s, to set to z�•: s u.:s: o .ice :tae o r,�tz.�4 ergine FIG. 13. VC%f0GR.�kPH FOR THE SOLLT'iGN OF K = .01 td=L.• C to =K- C G?c t .c o !^'N• GT AIR TEST RECOMMEDfDED P'NOCHDURZ FOR CONMC NG ACCEPTANCT TEST mum pipe to be tested by PraP-U'::Ig smrs fi r taint inflated tubber baL•S.rot the t Y1Pe withwater. �000 rs t 2. Plug:ill Pipe outlets wtth suitable test plugs. Brace each phi securely. t50 1. if the pipe to be tested is s..k ae ISODD 1105 39 booms 'u } =W. into the backC-U matarul ad}']Genu the cawarr of the pia pledpe, probe. by 900 term ns �s pressure In tan Props ahem air Pte. Pad de- 1020 36 Pressure due to pas— slo+ely through M This is the bass 10000 ground Water submergence over the end at the probe. All p-+ge Pros- 1C0 235 - 3- pressure !a :he test should be tncreased by:his +motmL �-800 � 4. Add arr slouiv to :he ortaon .�t tie 90 P P:pe rstailation under Lest uaril the tnteraal illi 3. ur pressure a raked to 4.,7 „sig. .� s0 5. Cheek expOsed Pape.arid P!--;Cs foraboormi: S00 IeaLaae by aattas M a a scup se?uLae. to am 2 If any A-fter est t ruse Ped a eed of!air Pad make necessary repairs. Sam 6• AtLr as atsrnal Pressured 4.0 Os 1;u abtaraed, a_,., at !east twp mtautes for , 60 t0pp air T.tampsriOtre to sabt L re,adei:as only the amount of air required to M&L:tztn P rossure. 7� i. Aftar�h� bs ttio menuts Pertod dteennaect air vipply, so alio 24 pressure decreases to 33 Psis. start StCwwatch. Dwer-mine the date 1n 3M — P�`I' that is repurred for the t40srsal ur pressure to roM acE :.:psis. This me tn- below anwild thea be compared with tbs•time required by P;itcif.catiaa as computed SOD .0 S� 21 !- list sus and 2000 r rs. �b d aL pwtlor d pips®der lest.a tnbls dml)ar to Pae shown 30 sio ;8 i3ltastse ! �_ embus Piath i �`.Olt d2 t: `.0003N3 dL - ss" C 7 2 3 20 too .2s 1s ' I Pao loo sat — w 12 I .00 2x 10 foo 10D 09 M-i 10 _ as 2W 1 r 200 y 1 06 2267 • Teal K-53 c 7 Taal CZ 3 r of Tams rstftt:red by specitleat,m -S73 -- ------- -- _ L r 03 i 0. 5y use at Momosraph {Fag 13), cn-jA;=K and C Use scales d and 4 read K tad C. and eater cases 3 values to tae able above. � 11. Add ail values d K and all valsi at C for pigs under asL j 12 L the ectal of all C values ,s less thea am, eater the totai d all K vthiee tato the r apaos for �*+� .0C 1e 13. ;S the tool dR�irCedv������ 13� s Me total all o value&, to greater than one, ::rids the twat d all K vales, by To mar di:s Sini:x wttL the se scies FIG. 13.-NOMOGRAPH FOR THE SOLLTION OF K = .Ol C Pad� and rand� 1d2i, C = .0003387t1, tqKC •��� ��- 12 ali�— J dam v.��.^ tlZr►t�D �- 2 r - 7� ,,� H. �j t 7� �; C AIR TEST RECO&EME`CXD PUCCBDU= roe COM)Uf T31a ACCZPTAMM 2s9' 1. --I&- pipe m be costed "ay ProPIIlag Batt It I :nIIated rubber hall eA ouO the ptpr wtti water. low ISu --::1 OS 2. Pheg all peps oOtieta with suitable test plags. Bute retie phq secmaety. ]. if the ?ipe to be tested is submersed to ground rotor, t..vc a pt(s probe. by900 taro 36 ',orltg - *ttlug. 100D the 3echflil ;rota.-Cal adto the cedar d the seeps, am is- - tsrm nd, tbs prmsttre to the probe whom air psases slaw!y liaoup:L This is the batt loam--7 3 re " pssure dee to;round eater submcor ergene er the end d 2o Probe. Alpis A.11 pugs piss-s- ® t0D Bursa n the tart should Is increased by its 9D 3 4. Add atr sim-h-to the porbcn d the pips,sst'allauav amber Asst until the tntsrtal .o air pressure:s raised to 4.0 psig. goocs S. Checke:ped pipe and phsga foraboorma!lsakxXv ay^_mttrl;with a soap smuattm. •`� Sm0 765 "c nay `sriurse are aceerved, b!sed off air and mat►necessary regsi s. 8C S. kr r as:nnsrral pressrum d 4.0 pstg Is ibtaimed, allx at least t&o mtmatem for Sp0 s�00 t0 ?< air Umalr-momrsOnstabiLls,aditnodytisarruotof air raWarad Oo mta aln pressi m. So T. After the tame sa mmmee perenC dlcmmwt air supply. 30M S. ,Tress paeasttre deereasss Us 3.3 put& &tett stogeetcd Ostraates tie rims in 5% 21 meooeds that in repaired for tats ureal air pressose to reesi:.S pass. This Umme Lm- ! 4D tthe,ral sioeld then be oaaparod wM& Sit►Sm repel red it speadheaftam as=-�r WOW, LAss atm and lsasa&d an pas"d Mm d�aatmr No to W&alsihr`am show la- to tam Messmer 1410106 410 'c �---- OTM tint F'•.tel s1L C s.Mgfti oli. low 425 is 20 AN r !oe 710 12 400 � 700 2!O l0 - 2v.7 IC Cls ♦ Oi ffi a7 100 96 2767 a as iGo 2tD rev x 23 9, T*w c r / O o. `'ryry r� t50 170---G -- Thins r-ptU d by ap--dbeshm L j �3 so 40 ISO- 0 It By oss d soaOstapi (T1s. 171. oepprs L and C. Um amshe d I 7z K 0.2 ♦ > a"C. sad a w rises tabes s the Usit mhmu It. Add&U tNs of[sed all.alms at C ter pipe ae/er waL M I L 1 the COMMA d LU C tame es teem 41011ft as,Water the sap!d aA!rams into tbs iJ0 1133 4 apeae for •ttae Required by S*ssslkmaga.' ti. U!Ar-wall zd ail C rauseder e is;sem sea, dhlde In Usti d aH K rahm, by 20 00aidAALC-sine, to We;V To naie dko divisias wit&t•s amm*rap4 a amts M. I7.-MOAKM APB FOR?=-LTT1. .f'l70R Or L�.O11d2 L' -.00038d2dL. C Ord F4 M lead cr tq-[+C ---��_ MA- RECEIVED Au G - e 1979 ® CITY OF IIGARD WfI, Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 August 6 , 1979 Oregon State Deportment of Environmen Quality P .O. Box 1,7,60 Portlan Oregon 97207 Gen emen : Sf;BJECT: SUMMERFIELD - CITY OF TIGARD Enclosed please find two copies of the plans for the sanitary sewers to be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage Agency of Washington County , 150 North First Avenue , Hillsboro , Oregon. We would appreciate your approval on these plans as soon as possible . Very truly yours , Engineering Division jb Enclosures cc : Engineer, City of l igard PLANT Durham BASIN East - 16 Harris McMonagle Also. .ces, Inc. LIE"TULui� ENGINEli RS-SURVEYORS II pI 8905 S.W. COMMERCIAL STREET TIGARD,OREGON 97223 _ , JO• NO - - "-1 Telephone(503)639.3453 OAT[ R • �F{ ATT[N TI ON -- -- TO 7-r -- -AUG - GENTI_EMtPI �-__ _ CITY ;i 1GARD WE ARE SENDING YOU Attached Under separate cover via _the following items Shop drawings ❑ Prints V Plans ❑ Samples Li Specifications Copy of !atter El Change order I copiES oAiE NO. DESCRIPTION J _.� 71 THESE ARE TRANSMITTED as checked below: For approval 0 Approved as submitted ❑ Resubmit copies for approval For your use ❑ App oved as noted ❑ Submit copies for distr. (tion i As requested ❑ Returned for rotrections ❑ Return ___corrected prints f ' For review and comment [-i --- ------FOR BIDS DUE L] PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If inclogurej aro not •A noted, kindly notify us at Unca L-- ----_--� _-- r ss -� 9d-d' ----- -- — ,,� R/W LINE I I (R/W LINE RECOM..i� S=2 5 S=2.5 I E+ S'—+� �,' I-I/2t I RECOM. i CURB AND GUTTER SIDEWALK— SEE SEE STANDARD DRAWING ROCK BASE FULL DEPT),' A.C. STA-40ARO .DRAWING N0, C- 1 2" TYPE "C"AC 2TYPE C NO. C-A � ' " " 0.0 3" TYPE "B"A C 10" TYPE ' B" A I 2 ' 24 0 NOTE: ALTERNATE LOCATION OF SIDEWALK IS 0.5' FROM R/W IJNE ` c -T / ,u A A -.A DEPT. OF PUR.IC �v�)r►n ; —i.►—� REVISED 2JA TYPICAL CROSS—SECTION OF AN 5-3-74 ARTERIAL STREET JEPARTMMIT OF ENVIRONMENTAL .STY WATER QUALITY DIVISION STANDARD PROVISIONS for APPROVAL OF CONSTRUCTION PROJECTS involving SANITARY SEWERS 1. AM E'RENCE TO PLANS/PLAN APPROVAL Conntructicn of the proposed sewers shall be i^ strict conformance to said approved plans and specifications. *to chances or deviations shall be made without the prior written approval of the Department of Environmental Quality. 2. INSPECTION AND CERTIFICATION (See reverse side) The construction of saiu sewers shall be under the supervisior, of and shall be thoroughly inspected by the design engineer or his authorized representative who at the completion of the project shall certify in writing to the Department that such construction was inspected by him and Found to comply with the above requirements. 3. TESTING Unless specifically approved otherwise, all sewer lines shall pass an approved exfiltr.atior test_ using either air or we-ter prior to construction completion. 4. WATER/SEWER SEPARATION All water and sewer lines shall be relatively separated. At cros- sings, water lines shall be at least 18 inches above sewer lines or cast iron pipe with water-tight joints shall be used for the sewer line S feet each side of the water lines. Parallel water and sewer lines shall be separated 10 feet with the water line at least 18 inches above the sewer line, or cast iron pipe +ith water-tizht joints shall be used in each case. 5. BUILDING SEWERS Construction of the house or building sewers which are to be connected to said sewers shall be of the same quality and meet the same requirements with revard to materials , watertj.ghr-ness and location rind shall conform to tlhe state and local plumbing codes and restrictions. 6. INFLOW No roof, surface, foundation, footing, or other groundwater drain lines shall be connected tc said sewer system. 5.30.79 WQV CITY OF TIGARD, OPEGON * _J DEVELOPMIENT PROJECT �77 GENERAL INrOR14ATION SHEET I. PROJECT No. : II. PROJECT NAI-1E: --- -- - III. DRAWING (TITLE) : dated : IV. PLAT (TITLE) : dated: V. SITE LOCATION: C. 1�E,�Ire I L%c VI. PRINCIPALS : ( � T \\ 111 16*.Zx; , Cw-av­o� Sr. (1) DEVELOPER: _ 1 �Z1_iLT.► __ J.`_�_ � _._.._�_ �- � w �*. 1;'1 �'Sg-SIOI Addre:is -)?, 'jPhone No.__-_�____ _ (2) DEVELOPERS SURETY AGENCY: Addre,;q _ ._ _..__ _. _... . _--' Phone No. -- - - P nd Iv'o. �. Exp. Date_._ /-./ _ ( 3) ENGINEER s Address__-_____ .... ._ ___. .--_ _ .___-' Fhone No.---------- -# (4) INSPECTOR:�-- --___-- —, ----_._.._---_.__._—._.._ -----.__.__..__._• Address Fhone No. ( 5) PRIME CONTRACTOR: Address______.._._ Phone No.---- (6) CONTRACTORS SUFE'I'Y AGFNCY Address • Phone No.-. -,___ Bond No.--___________,__.___....__, Exp. Date_ _�_-�� • ( 1) SUB-CONTRACTORS d 4 1 A I rep, rJ -6 Ll" S'RIo '� o O \ h� z:• O :.. .......... K•� 1. GE_ - 0 ... +r .SS SIDEWALK SLOPE 0 0208 JJ `sem RAMP SLOPE 0.091' 4� 6 jW P.T" =a 0 :. or D� J � I MAX STREET d �. y 39*--d' CRUSHED ROCS* EVELING ,> ^OURSEAS SOIL CONDITION REOUiRE SCALE NuroW CITY OF TIGARD DRW 6Y �Sr/ MNCRETE BREAKING STRENGTH 'r0 DA-E 10j A 179 STAhGIARD 4PRV-' 3Y BE 3COO PS 1 AFTER 28 DAYS DRAM'ING 14J kff UTILITY STRIP 'EWALK SLOPE G 0208 RAMP SLOPE 0 091' I WWI V_ ... T 3 i r� `^ P1_ .......:::....... 1 ,2"MAx A STREET 3/4" 0" CRUSHED ROCK LEVELING o COUPSE AS SOIL CONDITION REQUIRE 0'-4"--I FL _E volt C•TY OF TIGARD �Rw 6Y c r E /C!�/?94 STANDARD AP�v 3'� -'ONCRETE 9REAK'NG STR_NG H -C 9E lCOO 05 1 AF-ER 28 DAYS 1 31,iEEr �2 eF Z l 1 JOINT 3/2-'PRE—MIILDED EXPANSION JOINT fjLEp 7 APRON SLOPE f 3' FACE OF CURB A L t" r APRON SLOPE = 0.0729 r-2 Ic - — — - — - -- �--- — -- TOP OF CURB EL SECTION A-A " p Mill I = Z t NOTE' CONCRETE SHALL HAVE A r1IN BREAKING STRENG ril OF 3000 r PSI AFTER 28 DAYS. F a' CITY OF TIGARD 4N •1, , L T erF v - ie — rs STANDARDS DRIVE ,LA y .o-�s --a v�Ms sci Si-LEFT #/ Olt' Z _� wry 40EMC P as(. �a r P.C ' rt U UTILITY STRIP - — - 41 O \\ lJ r �\ SIDEWALK SLOPE 0 0108 RAMP SLOPE 0,09i7 4r ' j W L P.T. '= v ucn I ► J \ y W � i s = r f L 1 ;: rn !- _+—��—.-- 6 to • STREET 3 TV; G" CauSHED ROCK l EVEUNG j COURSE AS SOIL CONDITION REQUIRE 4 —1 -CALF r: r,� CITY OF TIGAED DRw BY _ STANDARD CONCRETE BREAKING STRENGTH TO 8E 3000 P5 1 AFTER 28 DAYS I _ T 0 ;J Gf� UO 0 fj- , J t. 0 0 0 ' 00000 $ / - ---.- ----�-� 00 010 9 .� _ - - - - - - - -- -- -- -- - - - - � , � •�a •�'� �, I F'UT1..J ►:ZE AGL"�tTIpN _. _..I \ � � .• , i� L.la 101 - I ISO r----- -- �' X\ lo � � r , • • I '� ` �` \ — { I! /J �� V t.- 1, �„ t_�/\,�M E tom_`" I E�•C� !.• •, ► 90 � ` ' , . �\ • , \� � �.� / � �' -rC, �. ` u 0 Q } 3 % � - 1 as - �• � / ( ,. N O TES c _ E_..z.. e�� - l `�J �. �' _. "T +k�','= ,L t�`.3 �, _� y� r. �'�j'T j�y�; Cf?� `\• tom.!_ -c)R_ A tN Y OAN..�UF_ P'b �`• f-� 1 _i 7, `:.`FFIGE '.'-,PAGE � �_.. � � ��,4� � i...:►_�).. \.a _.. � '• ` '.� \�'\\�, n y Z 1 a► u. TO CAL_I- F'C>VZ AI_,L 1 1 TI L.I ESE I.00A1-EO V ' - CITY G� i= "r1CvAf20 ;n3E- �4 1'7 1 > L / , �} / rv0Wil- \"SST rvRTL�r�.AL_ GAS, 22Cv-42! I _.�_ r OZTL-AN D GE1VEW-AL_ ELECT. 4B-- S4ZA I-PAv F.V\I-tV T', - \_ IYALW-S L-AvVNS " PQINIIt-E2 ti''STF",/.tS Fk:EG MEYEGc �� :AV 1 NCaS 4 L,�qN C•C �1 Ar 1 1" TE^.�F�Ot2ARY MOBILE OFFICEtL 4T 4 P, v C T O B E D I fc E C'T E,1.:R t E O 1 rV �T'i<?E r�_,C►-1 ..�,.,� \ d / 3.. Fes.V. C f� �v.E 29U"2y <•-' 4 ! I I 3 F'A V E M,E1V T TO t--4- SAvv G U T w I -r 3/z" - �''� ��� . � , � �$� ._1.. - L-_ _• : . / �. -TO F�RL)V 1 0E ALL.. G F`. V. C SWEEP , E31=t.ID� 7. '1'O`f'A L Tf�E h1 G I--•1 {="EE T--- 3�i r Q!. P.V. . 'TO tr3E iZ A:V �IV"1"t� PE ID E`"�T F� SF'R I Iv 4C L-Ck A-1V C) 7-7�0 MAI LF3s.'V�---- ARE ALt_ Uh.: -T'HE SECC�N� f"'��r f� 1 - N r �P c�ai'1t C__: \N ILL 3F_ Y LACE its W-95 L/Y 4dlK •,y �' u / 14.4 _ CF1KD APPC) r\/\/ 1 P-7 1-= AI\I L- E= S0 sq T' R S SFI�ET NJ tiu' �S IW 1nb I cas" I GENERAL TELEPHONE OF THE 14ORTHWEST EXCHANGE T- I GAR C7 NN�RAL WOFvK ORDER NUMBER _'-_���� -_ _38F''q�`j •'�'�� WORK ORDER TITLE UNC�EP.GROUt.%j Cc�t�t ui-r P!Sx -r-I ie_{ i V' E-N C E' r _1 '"�._ Fit D11A1MM [Moll Awiwrdr, ( 'f4vC + pA DATt DATE DATE t. 7 10'Iy-'79 t4- -., qY^"ICAr.: ` w -.taFN+n•Y., +�,.. e:,Yl-r"'YN9Y Y 0 lam• _ _ ^^.!� •�MYn+ww.•..�..I.�A•. �a 1A•rF Ay1'1 .-. .-.. .. ' � ' ; i �" ,_ i .. r' ' 11�` 1`{1 1{1 1�{t 1{t 1{1 !II tIl 'I{1 1!I 1�1 1(1 1(t 1(1�`•rl�(! I 1�1 I{I 111 I(I 1(I 1�1 1{, I{1 �1�1 1{1 1{1 1{11(1 I{11{1 I{Illl.i I{I�111 tll�lll t{I,f{1 t{II111 I{I,11►I111�111 L � } 2 3 4 5 6 7 8 9 10 II 12 NOTE: I F THIS MICROFILMED f DRAWING IS LESS CLEAR THAN THIS NOT ICE. 11 1S DUE TO THF QUALITY OF THE ORIGINAL ' DRAWING. OE 6Z 8Z LZ 91Il SZ bZ Cz 2Z 12 02 61 91 L) 9I1 _`1 bI EI 21 11 01 6 9 L 9 SI- ,r H EI--. Z 1"""" � ►t!111111(IntIUU(Iluluullutllul(Ulµllll(Illlllltl�11111uultaltluullnlllu1�11111U11�1111111{I�IIIIIIIU�IIUIMII�it1111111�111111111�1�1 1"'�?tlll:111�It1111111�N1II111LII11111111�111111iI1�11111111�IIIIIIIII�IIIIIIIII�I11111111�IWlktiUl11111111111!Illtl�11111111i�111111W�1111 MARCH 30 1992 A C D E F ; I I � CIRCULATION COPY ALL SPACES MUST 5E ENOOR J"""""' �• 1` •- ._ -_ i SED ( �. .. ,. rte,... PRIOR TO APPROVAL OF Tt; " Uig-u-____ (ir•. ^I SE PLANS 'WA A PUBLIC We RKS DEPT. I� • • I r By DIlk 7E_ _ PLANNING DEPT. t � , L-111—DING DEPT. DY _-- — DATC r _ _ COUN r Y HCALTH DEPT. DATE_—_ CITY ADMI .ISTRllDATE ___ _ `'" --"'•-- - - %w.• I-11. ; "�" t �+ I� r TIGARD WATER DIST. BY---JII��Z---- - DATE..! �7 1 1 GENERAL TELEPHONE EiY DATE—i.______-- _ .■ r+r•r U S A -- -- r •n �i Y u. I +`` ("1 4 rOATE.— _ _ C/'� 1 •. L_1L.�L ..J N W. NATURAL. GAS DY_ _L ^✓ DATE /� _ /�� �Mt� IL !� P. G. E 6 _- DATE h' ' / urY 1 '�l l 1 IH f F-o T. R. F. D. DY_ G>T �1- W__ V� Y tea.-/� Pal .w E_ .10 wow ` '.�,,�• ,,� � NOTICE TO EXCAVATORS - ,' Fitvol r responsibility, a oof Y• 5 tiart of this �;r rmit, to notify all utility'] J ;;. N J 13 I(24 hotFrseireXos,lbt tent of .tli+s work PRIOR TO STARTING TN t " 4 Possible,) 1 V, M V ur °� ,J /' / �\ WATER .. TIj .-IIWater Dist. TELE NO. j - ✓ �`► -3 - 11 639.1554 ,f Metzycr V! ter Dist. , � � U t� 0 / I "1 �� CAS - Northwc-,1 N• :Ilturaf Gas Co. 245.3331 ..26.4211 � ' / TELEPHONE- General Telephone Co. •T r G- �• J o� r j J 639.1002 fu �•b 238.3393 tv C, / / ELECTRIC Pac. N.W. F.:101 Tele• Co. t' + ' + / w /' -Portland GQneral Elec, Co. 643-5454 Issues! v� 4 1 T Y M A - / � City of Tigard --• I I � � __••-___ _.__ _ _..____._. __,_ -G 111 * I GOO, all • w - tF, Zkl : _ 4rWO 0 �- A�-��.� L 0 - batt 5►. /p R.o1�cSk`1� i p(q �►a ct�y+ �i Musa- 1 F , 2- / •/ J' 8 69� 4. �3r/ i i ,''f 1 r / _•- /�Dr W/v�� ac.J �c,Q,c1. s "�, �TC�� �E ' _ 4 rl 1Nc�. 1b. _ — Z • G,AP 4. L'�� CoQ ihEL9 HJT- , G - I r'.C1c K t�AG E ST P' N \ t Sq a v O✓ 7� Ift *4r PC Cle-7 4-40 ApeE:1tp ,�,� j iANI"'�I>�Y � 1 ,� in 'gTOK MW -IV —f; '4EET STA. /. .T- `'� � I46 orw 69 y�.� v �- �.,T. i 7 0.7 1 o, 15' NX I�i �0 ,-r,T �Ju•.. ��-c-'. C���.5�T. ..s►r,�i4'�-..G �C��"o,�� 7� '� � r�C f Eby �4jg .---_ d sal _.._ 1 ��, *.+IJTt''.1'..)� c. � +'� ZE3Q Q k pILt op. ar°-` - I - � ' .1 e:r •-� � G S P. - :Y S T V1 a - - - y 3 - — , T 1 ' r 47 -- _ 1 :.._ - . WT Lr _71W7 7 r t -� _ - _ _ • _ Nk Qp I f _ �- O _ f Q r _._.. .__ - .. - _ drill, ©EL 4 r00001 � � I z. �-. _ S i '�'rTL T _ O 40 4 F — — _' t _ 'GAL . -70 _ I SUM1 E- FiZL OrZ .SS w C-34 i po ik - _ _ oo _ _ . _ _ J + ___ _ REFERENCE INFORMATION AND NOTES: DESIGN A T � 1 ` "�` OWNER : SUNDAY CONSUMER INC GALE y G5) ,. ,�. v���� '; oR Z -+ 0 Z i2 D�^ A L 'SAT U M 15 -j M M F- 7. F I E TRACED 8 1 5 N. E. DAVIS JOE NO. /L PORTLAND ORE 9 7 2 1 2 SUMMERFIELD AJ CHECKED C O M M E R C I A L CENTER HFFr SUB. APPR.. DATE Harris - McMonagle Associates r 6_ r '! REV. DESCRIPTIONFNc,iNE.RS SIlRVFYORS -- DATE 8905 S NN. COMMERCIAL STREET � UM M rj r !. Pr� I l�� M C �� REFER TO TRACING FOR LATEST REVISION 7-31.79 TIGARD. OREGON 97223 '' .?F I�AMIMIIIAIIe!a _ - - ..... ..,.,:... :. - ,,, . . ..-.:...�...�.�...-+►..,_ ,.. .,r,rr•..w nn - .�AI•,wiw.v,.,.. . ._ .. -.-.. ..-•-.n.�wi�w. .,.i.�W.r.....•,«.._.., p1 I i � I I I { _ -._:.t(1i..tt�...�.191vC•:'.111G.:, 1 1 1 1 1 ( 1 1 I I 1 1 1 1 1 1 + 1 1 1 1 ( 1 1 r 1 ( I '1 t t I I 1 1 t t t t I 1 I I I tI� 1(I 1II 111 1It 1I1 1(I II1 IIt III III I I I(I 1 1 r I I I I I I I I I I I 11I t , { I 111 1 { I - 2 3 5 6 7 8 9 10 II 12 - NOTE: IF THIS MICROFILMED -' -- — — 1--` --"'"• ' DRAWING IS LESS CLEAR THAN THIS NOTICfi;'"TT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. OE 62 92 L2 92 S2 02 E2 22 12 OF 61 91 ll 91 51 tri tI h) II 01 6I 9 1 9 IS--_ Ip E 2 1""„" tt1,111111,11111111I1111111UIIIIIIIN1111141111I111111m11111111111�tt1111111I11IIltlIIIp111tm1111t1111LrIt1111It11111111111111Ill I mllmillI111�jl lI,Illttllt-111111 till i1111till I n1tllltllllrtlllillu111�I1111t111111111,111111111111111111lllillUllulL�ItIW1tI11111111111I1tI1wInN • MARCH r- 0 1992 Y d , A c I G I IF v 13 rfj Lig "llillow- -_ 01 Ar, ar-all, 1 � I �,. •o i' f J QTS/7 wr lL/ TV aus3 1979 VIG � NIrY MAP CITE OF, TIGARD sc nL IGoo' U.S.A. - D.E.Q. COPY r ¢_ 8 ) 7n/ ✓. Y/ l c.5? s EG'21'2'," vY d / S U L5 WHO �_] � [a.'• Jr� � _ - l 9siils,L�� � 2� ____, / p ? a a R ib. i 1 Z (� O + I PIZ - cbAG h \ SEP271919 I W Al d C4.� s F r% 1_ MCEE4T I J oE�V B CITY OF TIGARD SAN1 74%y I �� 3' C•XI�'�'�iTpRtv� M{I -.TREET' STA. 5 *2 � \ 5•wsa -YE. 190. 1b' EX14'r OJT \ -- ' y�4 E. 171,00 15' Nfir w IN TL o- tY. ST_SN G4 P, Sy'-ST W - -- �aG /5 srnJ'CAAa,.L� ere ee� Or Q•,A,\o Ic Sewer'- '/'�.7T l5 ►�� th FAA 16 0. 7 - Y Lots i -- — - - - - ru 9 ° - — — - - - -- - - - - - - - - _ - r -- - - --- uu P P R ON F D AUG 1 1819t$ — -- - - — rt 7� p, :. DRPt•`� Emla IY L4 PA1114 , Lo wvlM W "RH _ T -- --- -- - - --- - - - — - 4_ ..__ ._ — _ _ --- - -- - - - - - -- - _ _ - _ -- -- -- --- i Al 6ri�.AD9. O �� --- - -- - _ - -_- T - - - 1-- _ _ �W - _ - _ - + _ - t � I - - - - - 5ACX IF- F 1 _5 A4R SL — -- -- -- t3 - - - - - -- - -- Am 1 -- - -- t _ 6+ as = _- -5t _ . ; . -_ 2 + oc - - 03 - - -1 -- REFERENCE INFORMATION AND NOTES, DESIGN VtK' ZAL• r-)A-rUM GhY Or' TIGARD (u5Git, GS) � M` OWNER : SUNDAY CONSUMER INC. p`A� S UMMERFIE L U ° IZ 1 + F�d L OQI3tG Y`A� ;�ATU M S LJ M M F R FI EL.ID TRACED 8 1 5 N. E. IgA V I S OA NO. PORTLANDORE 97212 COMMERC IAL CEN ' CHECKED Harris-McMonagle Associates TER SHEET 2" I.IA P(ZC) 1= , 1 E, SAN749Y SEW ' % REV. DESCRIPTION SUB. APPR. DATE ENGINEERS- SURVEYORS PLA KJREFER TO TRACING FOR LATEST REVISION DATE E 79 8905 S.W. COMMERCIAL STREET j I5 r ' \k' t ;T TIGARD, OREGON 97223 1 GF I - _ - myµ •:7- -_-. . . . --r..�•.�_ - - . - - ,-r ` t ( Iil1�' Ijr1111 11`1 1111 11-1-Q.V1..1�I I..I-.l.i.lti.lpl I•.I.eI..{^mI I_�..1,�I II-I�I I-I-Ir�-••- '1.1i11I1It 'if" �II1111.l II � _1 1111111IIIII rI I1II 1111111111 I11111I1111111I1111111I1111111IIII�IIIIry,111111111�Il lllil'I'Inl I '� , NOTE: IF THIS MICRDFILMED I 2 3 4 5 9 7 8 • 10 11 12 DRAXIK IS LESS CLEAR MAN THIS KTIMr-IT IS DUE TO j!E QW&ITY OF THE ORIGINAL - "DRAMD.G. OE B2 vt L2 92 LZ ►2 E2 22 12 02 61 91 LI 91 LI ►1 Cl 21 II 01 -61 L I• S ► E 2 1•�•�- ' mdu9huJuuINIJNNh+nINNI'91�unI1n11uuhHJn9bHduulmllMNluulnulNu111ulnulunhvduulnnlRu4916m1•�D'Jnn11 H11n116n1111n1111�NnIIInnlnlnldW�lldlRllnR601ININRRb1y�11®uluuhmllLlllI11I11NI1111I181II1U MARCH 30 1992 24X ; A 0 e c D G I I _ too� r OCT 5 1979 D CITY OF, TIGARD ti C/ vi t, 1' 2 w h ac 4:0 Q4 to �\ C. ? ?116 tj ty 0 To l CU „� - - / o � � 0 4 - 20 R 0 E '2V� l�\� \nr �i ` �\� V N N •�2' �q „ Q, 7 b ', 4t;co Q `\`` R I V 1Aj EpaEA' Q' 7 87�' �9. �I =1 6 i + Ijp (r ODIS; a� .'N ` C * 6.53 N(F; W o +, I %A o=u n uj ZVI 4a i i oL INC12 S' A C C URB ^.1 ' L I NI I T OF C0 N 5 T r - UN 1z t 70 T4!�A E PATH W URNAt�1 ROAD ci � L)RIVING'`p DHIVING I I DRIVING �i11 4, TYPE 'C•I { LAl"IJA1 SAG LANE GROWN' Is. LANE 2- a iam Sys 5� 0 022. a o22 DIT H G r TYPICAC'111I "[ " t.__ ------- -._ . _.__ I N 'pIEc1J�..GPERt Z �1 STD. CURE" 7 t-3".�o � T� 6�F ASPNAL-iC CONC A-L# %:'E:CF 3/w l-I LEVELING YC' YtG�J1D� . w aC ! CGUR SER` v' 4q - 54OF Z` ( I (:OMPAC TED lRvso4cb ItoC,c N TYPICAL STREET SECTION • NOT TO SCALE a OIC43111oir. TO eo0q:0jt^ CIVI-e� cc,v: . -,..",..,._ 9�C.$ '.GR t , ^r,�h at�aJ�1k0.'!� s!'ti.{��tJ•t s��L L 1 H"t C �, 210k WA�t� , ?itlrE u'r���T`� �E1.G�ATu�►JS I�5 tAkr •EFE U S S( ` gNt4 - _._ -- _ .. __ _ -- .,._ -- - — - - 3 --_ _.. .. I _ _ ,.. . i -.__ _ - --- :_ . .__.- - - - - __ _. _ _ :__.. 'TRA Ik� 10tiLD CW2%�4 t0*Z%T7)-1v $E J 1111 !� ST U¢Lo"R IJ-- �!AJ L>d, CDS �' A /oil ti _ T _. EX P M f 1l - �_. - ,� SLS a SIL. _ — 406 - _ _ _ _ _ f LE' Ply Tib/ P I _ . W _�..": :__� .._: a := — - _. .y'AV1f . 3 W: �'L 9 .'�9 E.D �'� R/s-it LLls�iL€ _.._._. ... __.. _. i a _o ut E3E ENQC7RS DAll �. . lobis .© _ _�► 'n - - ---- .. - _ _ ! R TO n VST F THE ��_ ..___ _ -:- - -- - _: �, - -- _ A R T N EOF' Arr Ar of A VA s 04112 M .._ ._ _IM 4�zj © _ oa,T - --_ T _ _ - - - t DEQ, ICY _. ANN JG D r _ O 1� a - - - ___ Ei __ - --- -_..... - + - - _ _ t _ _ — _.. _ _.. _ + _._ DATI - - -. T. A _......_ a -. T�E'iErL.I /�,/T/,�.,,� � � "�'v,4,QE,D .Q'y'' -- 4 - -,. -a:.l .. _ __- _ - ----- CoutV{ GHEA f{ D>~ �Y�! ___. _ -_ _ __ _..ii.` i_-s..__. �,��1 '�? YDS �' -�rJT '' �f► �'s�?�Z'• _ __. .... __.... 1>`1{- R rort eY� `,� a1 r: t�t r 0 T .ic"L hF .C _ -- . CITY _ _. _ _ - TIOA z 13 w GAS DAT ,._ S - --- - - -- - N DA -i M�EKI f b"11M �f I . 1 _ _ I_ 5 . Rosa __ - - - ELLE OPY _ — kH ► MLL - _ _ GOVT- APPROVAL P NDING ; :-: -- SUBJE ;T TO REVISION I 0 + 0Q 1 2 3 4 5 • 0o REFERENCE INFORMATION AND NOTES: DFSI SCALE I.hI? J '�'V `- "'L OWNER : SUNDAY CONSUMER INC . I� - sa 140Q. VERTI GAL DATUM CITY OF TI GAR L) ( IJ G - y vERT HORIZONTAL PA T U M S LJ h1 ME R FIE L p r:�0 t 0E TRACED t3 1 5 N E D A M S SUMMERFIELD JOB NO. a- 10 N H P 0 R T L 4 N D ORF 9 -% 21 2 CHECKED • , • --- COMMERCIAL CENTER 51iEFT , g ���F � � Harms - McMonagle Associates REV. DESCRIPTION -� SUB, APPR. DATE - `�� ')AI 1� 1 f��uj W L r Ic ENrINEFRS - S1IRVFYORS DURHAM ROAD IMPROVEMENT REFER TO TRACING FCR LATEST REVISION F`� R. H!' DATE 89C.S S. W. COMMEn�iAL STREET PLAN AND PROFILE 10 -`I ' TIGARD, OREGON 97223 CSF I ti r,T� •.r a c 1 "' 1 . <- (its' tI11i�I iI11111 111�Ttt 1�IItiI1 I �11� 1I�II(I Illl`j1�r111 'VIII :Itll� 11ItIl) II111I1I1IIIf11 IIIIIIIIIItIIIIIII1111111111111 II1111111III111 1111fIIIrIIIrII II111Ir111t111I � � II 2 3 4 5 6 7 6 9 i 0 12 5 - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR PIAN THIS NOTICE, IT IS DUE 10 TRI QUALITY OF THF ORIGINAL __.__ - DRAWING. QE 62 92 LE 9? S? tiL 17. 22 I? OZ RI 91 LI 91 SI bl LI ZI II 01 S fi L 9 S� �� b E 2 1{��" 1N111111111Ill 11Ill III11',11111111111111111111111111111111111111111111111111111Ill 14111111111111111111111LIIHIll 1111111111111)11Ill IIIIIIIIII III'kJo 1''(III IIll 1111111Ill II11lfill IJILlu111uI111lulllllhu{I111 1111111IIIIII111I1IIInI1molIJIJIlIIIIliuluu�lm6 h ol,mkinhwhin MARCH 30 199 ,� A C D f a ; OCT 5 1979 i n, L, � � CITY OF. 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G.1��1 p��+42 BY �U /U4�O x-"75 O �• T _ _.._.._ i z _> : __ _---__ m �._�_ -- _.,.i - _ __. = - - _. riot F _ .�1L 19 r:'� 1� , Eno ;PP6Ak Fu�1-rN TMF` Orxv sv��c. �. - - - - - j I (1t� y S k'g o m A I - 7Nt "A NOTICE 0 _XCAVA RS — . +r _-_.- _.__ _ _ _ _ _ _._ ..... -___ _ _ ___ __..____ _ _..._ .__-. __ ..___ _-_- '____�. _ __ _.__ L r^ ! t MG MM P�2o�0 vr�LtXPe+e P - - 0 srnr r eE- �_ No E Y 7?1 _— i all __. _-. _ _.__. .._.. ._ - - _-- -- -- _.. _ _ _.__. _.__.... .._._ _. ..... m. _ _.. ... ____ __ - _ _ .._ rK• otpery Rhes bltent of :his work 1PRIG ITO START NG THE _ __ A P Ell DF, .B S�GIB /T7 ? T iA n✓ ir _ .- . _ _ _ ._ _ __..__ _ _ V__ ___ _ __ ___ __ ___ 4 UTILITIESe TELV . NO. _ u --— Dist, - --- 11�_7W,I t -�S !Yf 17A .CITY�lPt1Q1� A . .__.....____ _..-...__ __ _ ._.-__ - __..._. ____._ __. . _ -___ _._ _..__ ._.__- ____ -. __.____ __ _____ �r. ., • WATER Inard Wat _.___ 1 Co 12 1 _ - _ I —" ____ `:BA LT_!'kl. Lr4Z� 7l�. B P/1AV+D�D 70 Z'TTY Y L�E11t°LD� S �'7C-'G//1.1 GAs -- Nor�htvest Natural as ����4 . ! 1 X .... _... ._.._._._ __... __ ._....._..__ __� _ _ _._._... _ .__ __- __.... - -_- _-.__ _- __ ___ --- _--_. __-- - - TELEI.0 - General Tel phone 39.100 __ -_._ _-___ -- _.. - - . Co. -- - - - �- - � ELECTRIC i Portland Ge eral Floc 6435454 - -- - - _ _ — - ---- -- - Isiswd - - _ - _ _ 1 f � I Y +8 r , I ._ _._ :,- _ a k{ t a A - - -• _ _.. _._.. I G01 .�A ft0 , I_ P N D G _ _ r _ _ - _ - - ---- f A — _ _—_ 0 + 00 1 2 3 4 5+00 0 7 REFERENCE INFORMATION AND NOTES: DESIGN )",AAE I ;'� J.RlyW.L.Mc. OWNER : SUNDAY CONSUMER INC . '" ;' ,s5 v'.EQT. 'VE RTIGAI. C1A -TUM % IT '�� �� F TI � ARU ( USS 8� C: 5 � 1-10RIZ0NTAL- OAT UW. S1`) r,1X1E RF ILL D r�"�% '' TRACED 815 N E I.) AVI S 1013 Nle H PORTLAND ORE 972 l SUMME - w IELD CHECKED r COMMERCIAL CENTER __ a� w ` • ,,� Harris - McMonagle Associat � s DURHAM ROA IMPROVEMENT REV. DESCRIP�ION SUB. APPR. DATE a i� 1� , ENGINEERS SURVEYORS D D REFER TO TRACING FOR LATEST REVISION - DATE 8905 S.W. COMMERCIAL STREET PLAN AND PROFILE Icy `► q TIGARD, nRE GOi! 97273 �`F I ST OPN. PERMIT 7 OF r, o.,; ,y�,.,15sa, _:!9E' __ .. �.•17�R' " _ +w., '�'• 7i • Y -. _r- i•M#M "' -- M - _+. + y ` ,- c .. 4frdlx.M�'N6/IaniArCcrx�. :r,rs-.„..,v;�w..•N..,, ;,.�Wl�`c�Q'^. ..,, • I t i� � • ` �I'I�'r!'I��'I',I',rl','I'hI'�'I'Iti1'I'X1111'I'�'I'�'1'I��”'��1�IIII�,'�1lIII�IIIIIIIi11rII1�1111111Irj �IIIIIIIIIIrIIIIIIIIIIIIIIIIIIIfllll�lllIIIIIII111111�rI111111111I1111111QIIr�rl) ... ' 2 3 4 5 1 6 7 18 9 10 I I 1 12 I NOTE: IF TH IS M ICROF I LMED ► "" I "'�_�'" �' -"`� - _" _-.""` ' DRAWING IS LESS CLEAR THAN r THIS NOTICE. IT i S DUE TO THF QUALITY OF THF ORIGINAL - 'DRAWING. OE 62 92 a 92 S2 V2 EZ 22 IZ OZ 61 91�- L1 91 SI bI -_CI - at 1 r' Oi 6 9 t 9 S -- b _E` 2 - ��� � �t11111111111111111111111111111111111111111lI111111IIIIIIII�IIIIIIIIIlu11111111111,141r1I1Lrrltr(IIIIIII1111111111111111111If�11111111111ltIIIIIIlI11�J ,I!I11II'IIIIIIIIIIIIIilllllll�!�IIIIIIIIIIII1111111111111I11tlfIIIIIIIIIIIrIILl111rlllunlll,�>Ilw�nuluul>!,ul►ulllv.ul,lullulllullnl, , MAR (--'JH 30 1992 .... .,..,,,,.IIS■/.,.... ..._. ...,�...._._........�___..- . ... . —.....�...... .._,._.,. - t \ MAY / It n r f7,V ti Ls:�- TOee /, 4 � � ( K E)?r �r b iN •,� 3 s RfMq, , i� ki H- I�y Z d o° ti e 70T cu ^f m m ^ Y► RFIfL ID woN 20• RVE ° a • R•, j • em< DRIVE �l= 477 y6-of. 13am - / sI 4 y or Y,-u ac _`�--•-.__.— _ / •y b f : w+ R•25 ioyF o . R•25 WiWW I _ t KszK ~YEw -- 125' AC{CPVMT. 45JR/aJ ?/a/ V/vA'LGJI SEG PL9N SI,P,i !Xq \ .•. \_ ` � 11FA1� yNg„ '^ luN ,. / \ / 7 b ,. •-�W'trt,�_ _ F _ _ -' _ _�'_ s.w,n • 'o y° 'O_7'If LIMIT OF CONST. I Al 12, I2' e'n,r• ei,wC.� N j. � i 1� 3 DRIVING ANE LANE RIVING G 10 r � P3i16' $, W. DUHA1 HAKOAD � L ° ,t'<• LANE LANE CROWN' CANE �— ..II,NVMSDTTiA4. LC-L1 , I�Wai,^cnw�.N� R�MAascEs9`c`�AlbuI�DY•R_ ..o___—� IUl7h,1 15.9 ° T < — -- 4."_••po �"; 1 16-.ToWU �NAAs ILmpPKAT - Z +- .YL Um.• 3"OF ASPHALTIC CONIC.- LL - W 2•CO JA SE CAL)SO0¢D Gi�}K -- 13-OF 2"(') COMPACTED RASE ceua•FM.-e R44-t W N lusTA•t-L- TYPICAL STREET _SECTION ,NI — c NOT TO SCALE of APPROlED FOR CONSTRUCTION CITY OF TIGARD 3- E CRY HAU CE NOTlflf t ! - ' PPIOR 70. AlD UPONM%lTl q STRumi r -M a_ --+ �-- -- � - - '- � --ar — _ .- '� - :_ - .- _.._ � > TWLb DTihW1 LS. A R VISLO61 OF _. = - -- — -- ! - - - - _._;_ _ R PLAN.I WHICH PILEVI - LH [lS11 __- UAIDER STREET• LN7Cw7PER LT 1kID8- IAND _Y- n>VT uee' To rtiaD N. e.CAIrA PL4.3h*44 BE pNeoT.yaeo - r w 4-15 R/S•6U1 T MYLAR Tp IIF Pmt�vLDc-i TD IT-Y. .: 1 _ _-• 1 STATE -. --..--- _ _ -- -- - -- -- - - - - -- - - --_ . . - - A 6T! STL.14N11 PL.1'.A1 P GF'R tftD P,4�. CAD - -r-D W M. v��E u LLFLf Jt� R A�CA SM / I - 1 o -- — -- - -- t - D+ 00 1 s 4 o 7 s REFERENCE INFORMATION AND NOTES: DES,,I/GN SII ALE wow. VERTICAL DATUM CITY OF TIGARD ( U5C & GS ) OFfs JRF�w'LM` OWNER : SUNDAY CONSUMER INC . r' - e' vERr. HORIZONTAL DATUM SUMAAERFIELD `?' Ise 4''b TRACED els N E DAV1S S UMMERFIELD GR .'To 2 10 �'- N H PORTLAND ORE 97212 s- Y^IE ,y CHECKED Harris-McMonagle Associates COMMERCIAL CENTER SHEET ! ' w L . M` ENGINEERS-SURVEYORS DURHAM ROAD IMPROVEMENT RE,. DESCRIPTION SUS. APPR. DATE REFER TO TRACING FOR LATEST RVIIFIOP' g R. 0!•�4 / DATE 8905 S.W. COMMERCIAL STREET PLAN AND PROFILE to -H -7q TIGARD, OREGON 97223 r I A I I I i �� r �Y r . 111111111111 illlllg - 111'1 tC11111511'1IIIt11III111jII11TI 111f 111 IIh IIII�111111�111111 I111Ill 1111 rl I1111111I1111111,111111111111111 I111111111111111�i111f11 I1111111II111111�It 11111 I I r NOTE: IF THIS MICROFILMED 1 2 3 4 5 9 7 B ® 10 11 12 - DRAWING IS .FSS CLEAR THAN THIS NOTICE IT IS DYE TD TYE AIAL ITY OF THE ORIGINAL - /DRAM IMG' OE 62 92 L2 92 52 ►2 EZ 22 IZ 02 61 RI L' 91 51 bl EI ZI 11 OI B 9 ! 9 5 b E .4JYHIuuINHIN1dHid1HJHH1111�„u11,116nduN6lHIiHJIH1L..dwdunhudnuluulunlludun6udun6udnu�Iwlw,�n'JludhldwdnuluulwduuluulmJwdwlbwlun6udm11NlduuLwbw�unfRulnuhwluullluluuhnliliulau MARCH 30 1992 . 24X