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8960 SW COMMERCIAL STREET-3 i• y .. S . W . COMMERCIAL STREET h � , � � d 40.40 _ ►�..5`yr t� 45 tu ..• J ' r 4 9 6y �. cn 'q. u, 111 r i �1 .�,���^�71).00 O ui 1m 1i \ �1>�� r� 0� J Y f •J p 40.?U N D • ��,UO 14.OU i ?4.00 9f 9 1— 4^A no. 3 i GRE= YI-10UND � Q j BUS STATION S —P L 14 7 j L R7 r)u L.......... T 1 A� u 1: 1 y P L - -- - -- W.4750 TIGARD TRANSIT CENTER LSIT . OP N PERMIT N C . 1OF l2� ADDITIONAL # 1 r �, "�. :.:�•.,.•.- ... ,� :.r.r,.. —�,�•...... ......:a:.,�w� :vt "`�.:..-.`"r .._.-'��--•-----�. ...�' .,�, f I I I I 1 I I � 1 I + tri + + � � � 111 + 11 111 1,•r1 � rl ! Ij'i 111! Ulf (��lll 111 111 III fj � 111 h+ci l I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I Y ! 1~ 1 1 1 1 1 1 1 1 1 1 1 1 � . NOTE : IF THIS M ICROF I LME D 10 11 12 M r DRAWING IS LESS CLEAR THAM THIS NOTICE-;"IT IS DUE TO -QUALITY OF THE ORIGINAL K.� DRAWING. 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OPN PERMIT NO . 263- 87 ,• �!'i 2 of 1 . '.••. LANE STRIPING PLAN ,son l.� � � � � �� 1 ` 1 � Ijl �'� r � ll•r � � �_ tt` Lt1 �11 1 � � 'i•1'1 III 1 (r r11 ����-rl 1�1 I�'i III I I 1 ��iI I � ! 1 1 I l l f 1 1 1 1 1 1 1 1 - - - - - ........ It . I 3 4 5 6 7 8 9 i I NOTE : IF THIS MICROFILMED IO 12 _ _ _ DRAWING IS LESS CLEAR THAN THIS NOTICE-;-IT IS DUE TO ,1FIE -QUALITY OF THE ORIGINAL DRAWING. of 62 92 a 9Z SZ bz EZ ZZ iz OZ 61 el LI 91 SI b1 EI ZI II 01 6 6 L 9 9 b E Z I314A .,.-�' ��!11II111111�1i1illrii�rrlrlrl►►ri�rrlrl111�,01t�lf��t�tnt�{r�� ,►rrlllil�rlll�tl11i1i�i�MINIfI11!I�IIsr�It1,�1111�1111�1�11�1111�1111�1IIIIII�11rt1111111111►11111�IIIII1111111111111�1UlIILIII�IIII�ItII�1111�1111�IIII,111W�IJLI�U II �I I�I�twl _ -avgt•n�r.w«- T7mr'.•tt+.lr•r•..e•�Ir �r.w-,.•.•-.------,...,...-- _.. _1..�.__' ___---.--"".u..,..�+ �� .. .._»_..,..v ,�M' �.,...,....._ �. _.., «r �, _.__ .. .t , , -....e. . xa FILE NO. c 7 STR. OVN. PERMIT COMMERCIAL STREET — 8960 sa 7 a6l I ENGINEERING SERVICES 4/17/90 115 N.W.FIRST AVENUE,SUITE 500 12.DATE FILE NO. . 6% PORTLAND,ORE{�ON 97209 N OO. TRI-MET F°2 3--ate LETTER OF TRANSMITTAL CONTRACT NO. 22371/87-291B ATTENTION Mr. John S. Hagman TO City of Tigard RE: As-Built Mylars - Tigard P.O. Box 23397 Transit Center Tigard, OR 97223 _ W( ARE SENDING YOU Ix Attached 0 Under separate cover via _ the following items: Shop drawings O Prints fX Plans Samples I i Specifications Copy of letter O Change order 1 COPIES DATE NO. DESCRIPTION 1 ar As--Built -dr-awings C-2, C-S and C-8 THESE ARE TRANSMITTED AS CHECKED BELOW: For approval 1. ❑ No exception taken F Resubmit copies for review 1J For your use 2. ❑ Exceptions as noted F Submit copies for distribution fJ As requested 3. Fl Revise as noted and resubmit 1-1 Return corrected prints © For review and comment Fl F' FOR BIDS DUE _ 19_ _ PRINTS RETURNED AFTER LOAN TO US REMARKS John -_ Sor_ry __a_bout_th_e__ oversight in not sending_ As-_Bui_1-ts —- a—ynu.. --— ----- COPY To _ Bill Wilkerson SIGNED dt0if -&44" _ 11 enclosures are not as noted, kindly ,notify us a o� 'cBlankense. Ep6_Qf Office 0 ngr. April 11, 1990 CITYOF TIIFAM OREGON Mr. William T. Wilkerson 11.5 N.W. 1st Avenue, Suite 500 Portland, OR 97209 RE: Tigard (Tri-Met) Transit Center Dear Mr. Wilkerson: This is sent to +.nform you that I am still awaiting receipt of "as-built" mylars of sheet #3 (drw fC-2, 87-29 1B) sheet #6 (drw #C-5, 87-291 1B) and sheet #9 (drw #C-8, 87-291 8) to facilitate closing of the permit for this project and to enable release of the project aseurance bond. Your attention to this matter would be appreciated. Sincerely, ----mac ---- John S. Hagman Engineering Technician jr/TRANSIT.JSH 13125 SW Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (5013)639-4171 ----------- IU�27- �K O``�`. of VA- K W- J4, Ili .=-�. ����- - •� - ��� J � •5r ise All, _Ik5-0—lVj - cx:�•go�waa PACIFIC RED LION —� TRADING CO INC JOHN R PFARSON 8900 5 W COMMFRCIAL ST. President TIGARD OR 97224 #S3 S 3 JD i w� / 10-1 krA44, (l� I'lE.sor7 IN 0Ll k SLAYLIENo^rE To—a i4-6- _ 6 CONSTRUCTION INC. "[ -Z- ATTENTION Post Office Box 625,Slayton,OR 97383 J (503)749-1969 C`c —_---`-- RE ` 10 WE ARE SENDING YOU "Attached Under separate cover via _ ---- _ _the following items: f� Shop drawings O Prints I Plans f I Samples f! Specifications U Copy of letter ❑Change order f I COPIES DATE NO DESCRIPTION efs c.k c..._ 1 HESE ARE TRANSMITTED as checked below. Ind For approval 1 Approved as submitted I Resubmit-----copies for approval 1 For your use I Approved as noted U For review and comment f 1 As requested 1 Returned for corrections f 1 PRINTS RETURNED AFTER LOAN TO US REMARKS tC. _ e— COPY TO - - - -- _ -- --- - - _- SIGNED: --- N offe+asurss are not to noted.kindly noflfry ut of once ......... � �1 r0,,� A� pesp-oCo Lill 7 5 e n '7 to o. y f� R I i I i I � TRI-MET BANFIELDLII PROJECT -Nj- 613 421 5 W 51H,SUITE 60C DAT FILE MO. COD) 7 PORTLAND.ORFGON 97204 LETTER OF TRANSMITTAL CONTRACT/NO. ATTEENNTION�.Q1E? TaIA-�;,1 ��rpl 1'IrP_ f� ��i�✓ bisf RE: /ISArOI T✓P�vsrl _,eo, /2--7 ()p e7-706 Z— L-P'+I 0,1 WE z.- WE ARE SENDING YOU VAttached ❑ Uncle, saparate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans 1.7 Samples ❑ Specifications ❑ Copy of letter ❑ Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: syr For approval 1. ❑ No exception taken G Resubmit copies for review For your use 2. ❑ Exceptions as noted ❑ Submit copies for distribution As requested 3. O Revise as noted and resubmit ❑ Return . corrected prints For review and comment ❑ FON BIDS DUE - _______ 19 ! PRINTS RETURNED AFTER LOAN TO US REMARKS r1___01iSC-'S'--4 --I _L 'T_ ..1��f^-/- - f?�� Z✓—_ � � -- __.�2lG.�25 — /tz✓_T_ �4 _ Coo -Z 3t3 op a _aue5.L,vij < n�r h1C.-w,C' COPY TO `� ✓ e �� 1QQ ✓ SIGNED: ILdJ4c!4 - If enclosures are not as noted, kindly notify us at once. LRB-491 • -UY� 7� � �L Ccrn Y-�c�-1 �9��L,vl l' /s�13�`s..e c e:l 74r lj i wl •�t,� Gv�T"F s.J / �i�/ lv��i� ��-sch 11 �p s-,D/. E'�tgrJ pr��o f G�pistt J� i Tl�p !'�-S 7�p /l.E✓/4�l-C' �'O'��/.7� , -0, to �r �u7.taomalz �ouut� Qra�oaz • Date- . -, ' O �� �IR1p r WHILE YOU WERE OUT M q Phone TELEPHONE[) Pl I ASF CALL RETURNED YOUR CALL WILL CALL AGAIN WANTS TO SFF a; RUSH Message Pd-57� BY : ✓ t APPLICATION -- STREET IMPRO' MENT/EXCAVATI'ON C PY TO: OR DI NAI. ENO. 74-14 (WHITE)-FILE (YELLOW)-INSP. (INSTRUCTIONS ONSZPARATESHEET) ❑ (PINK)-OTHER AGENCY ><(BLUE)-yyAPPLICANT APPROVED Ix APPLICATION NO. NOT APPROVED ❑ CITY OF TIIGARD, OREGON FEE AMT.: f PENDING FEE PMT. ❑ CITY HALL RECEI .. -_ Z_.�Sci /PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY - DATE -7 ( is-1 6 7 PENDING AGENCY "OK" ❑ Application and Progreso Record ' MAINTENANCE BOND M PENDING INFORMATION O FOH 3TREPT IMPROVEMENT/EXCAVATION AS "EOUWEo -- PENDING VARIANCE ❑ ANNUAL 'p PERMIT NO : _Z(o_3- 8_ `- —�� EXPIRATION DA7 • One yjedr' _ DATE ISSUED --- ' ~L .7-- , BY. (1) APPLICATION IS HEREBY MADE. TO EXCAVATE FOR AND INSTALL _-W S IMPR- v S ON S.W. -- _C--IAL__STREET -__ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. Tri-Met 4012 S. ti 2 7 3 -4 S2c' APPLICANT _ E. 17th Ave. Portland OR NAME ADDRESS! --__.-_ CITY --- r:J7-.'p P'{ONE CONTRACTOR- Slayden Construction-__�__P.O. BOX 625 St lytgp pR 74�- NAME AD�'RE*g•-- _ CITUQm PLANS BY_h1i1SE--V_&_Hart 52]. S.W. 11th Avenue Portler.6, OR x'7205 227-0455 - NAME _ ADORES! �I:ITY --- MON ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _36,5501.00 DOLLARS :-:mss.-=��-------- (2) EXCAVATION DATA: FOR OPPICE usr: MIN _ o.oa x f 35, x,4Q_= f_1,,462,00 _ STREET DESCPIPTION PROGRESS a INSPECTION STATUS NAME SURFACE CUT T(- -L MATERIAL INSTALLED _- TYPE LENGTH WITEM & QUANTITY ITEM DATE REMARKS/TYPE BY – STREET S.W. C ,erclal Street - proved plan therefREQ ESTIMATED STREET OPENING DATE: 7ESTIMATED STREET CLOSING DATE: __ - / / '— E __ - D (3) ff-GJJ JTY NA/�,/ul a r j S C:)JRITYAMT.: $ 364550 OQSTREET t S L ijJ VJ P. FINAL t CERTI PIED ECK t -' � .---- __=----._- - ---__— cws_❑ sorer r INSP4C. (4) PLOT PIAN INDICATE SITE PERTINENT PHYSICAL r SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. _1) All wor}: shall anfann to tiv City 1 I ) 1 —d plan therefor arri to city 1 I ( 2) Traffic cmtrul shall be uAIJEca for _ 'ARA `� _ _ .. ---- _-_ _ - _ _ -� 1� nd m3i,! 1Li11X the d,_�lqur and -Carrmerc .a.l Street — ds o�ttractar. c, 3) Qts as-built nivlar still be rzovid3d to the City by Cl(relq ars arinser. k491 emaxt—an afire mt 1E 1 �, I r I I (L Ido C4,H,.Krt„� ,1� ----cta�pl�ittcywith T.M.C. 1 .04.030 & titJbrl: Area 15.04., cM-.' bD bE, i>rovi-dai tri City. 5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT 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. l���f=YJCL- APPLICANTS SIGNATURE �ti��'`/.-,..--. ,-L 1.'(. C} DATE--- � /�/ PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: �� .� 1.• -o �-�I ��� .s� k�,,. DATE: 7 -- ACCT. p _ DESCRIPTION AMOUNT 10-7.2000 Refundable Performance Bond Deposit $ 1.0--43500 Sign Permits _ HOP _ TU _ $� 10 43600 Public Sewer Plan Check/Inspection Fee $ 10-43600 __ Public Storm Plan Check/Inspection Fee $ 10-43600 Street Dedication/Public Improvement Fee 10-43600 Street Opening Permit 10-43601 Street and Traffic Marking_ $ 21-44200 Street tight Fee _ $ 10--43700 Subdivision Applications: -- S-- --MLP _- 10--43800 Zoning Applications: IC CPA ZOA PD Misc _ — SCE CU SLP V $ 10 -44000 Other Planning Fees: SUR Nen refundable portion of Appeal Fees $ 10-22000 Refundable portion of Appeal Fees $ 10-45100 Document. Sales: [_n-crg. Planning Bldg._ $ 10-43000 _ Business Taxi„ _ $ TOTAL $ �� Z, 1045P/0023P i IaTYOF TIfi4RD No. 23974 13125 S.W. MALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 Name ✓' r� i =; Address Lot Block/Map Subdivision/Address Permit ft's Bldg. Plumb Cash Check Sewer Other Other Rec. By Acct. No. Description Amount 10432 Buildin Permit Fees 10 431 600 Plumbing Permit Fees 10.431-001 Mechanical Permit Fees 10230501 State Bldg,T!x w 10433 Plans Check Fee 30-443 Sewer Connection 30444 Sewer Inspection �. 51.448 Street Syst. Dev. Charge r 82-449-810 Parke I Syst. Dev. Charge G 52.449620 Parks If Syst. Dev. Charge 31450 Storm Drainage Syst. Dev. Charge C 10.430 business Tax 14.434 Alarm Permit _ 10227 Ban 10-455- Fines - Traffic/Misd/Parking _ 10230 CPTA Traffic/MisdlVic. Asst. 1 456 Indigent Defense v 122.401 Sewer Service/USA . 30-122-402 ewer Service/City 30% _ 30-123 Sewer Sevice/City Maint.- Wig nmstched - 31-124 Storm Drainage 40-475 Bancroft Prin. Pymt. 1 Bancroft Int. Pymt, TOTAL J TCUSTOMER 0 CHICK NO 001 2-1 '-2 003 069909 2:10 TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICTOF OREGON TRI•MET 6012 S E 1?-IlAw1,P Portland Oiepnn 9720? 69908 *******1.4bZ DOLLARS ANS 00 GENTS. PAY TO THE ORDER OF DATE CHECK AMOUNT JULY 1491987 $19462.00 CITY OF TIGARJ 1e155 So ASH AVE.NUP. TIGARU UE 17 2 2 3-6 049 I FIRST INTERSTATE BANK OF OREGON NA cl c ,nri_AND 1160699081St 1: 1, 2300OL234003 CHICK No TRI COUNT Y METHOPOLITAIv TRANSPORTATION (� DISTRICToF OREGON 1745 001 001 4.7/1-14/61 Ub9)08 TPI-MET F G,Nr,. P • �, I >,�,,, DATE^ INY010S011C11t101TMEN10 TYRE OEtC11MTDMt RE/IRtNCtNO OMOM AMOUNTS fN�l1IJJAMMMEE DISCOUNTS �JJ1 0 1 il 071981 11,62X0 46�F�') OJO 462J0 ' � k I I I I I THF I IACHtOC#4tCR IS I N OA vMt N T t ON rt F MS OF SCR IHF O ABO,F e ** 46201) Contrac.- No. 22371/87-291B EXHIBIT 1-C PERFORMANCE BOND Bond No. 76-0120-11602-8'(-1 KNOW ALL PERSONS BY THESE PRESENTS, that S_LAYDEN CONSTRUCTION, 1NC. , as Principal, and UNITED STAPES FIDELITY AND GUARANTY COMPANY , as Surety, a corporation duly organized under the laws of the State of Maryland , having its principal place of business at Bal,,imore , State of Maryland , and authorized as a surety in the State of Oregon, are held and firmly bound unto the TRI- COUNTY METRO POI�I�A.�UP1� T��3 ? NP' CT OF OREGON (Tri-Met) in the sum of ' p o lags ($603,703.00 iTni tes of America, plus the total lawful money o�e amount of extra oilers issued by Tri-Met to the Principal pursuant to the teims of the Contract referred to in the next succeeding paragraph hereof, for the payment whereof Principal and Surety bind ourselves, and OUL heirs, executors, administrators, representatives, successors, and assigns, jointly and severally, firmly by these presents. oTHEREAS , the Principal has entered, or is about to enter, into a written Contract with Tri-Met for furnishing Tigard Transit Center Construction, which Contract is hereby made a part of this bond as if fully set forth herein; NCW, THEREFORE, the condition of this bond is such that: 1 . If the Principal shah completely and faithfully perform ail of its obligations u.-.ler the Contract, including any warranties required thereunder, and all modifications, amendments, additions, and alterations thereto- and 2 . If the Principal shall indemnify and hold Tri-Met harmless from any and all losses, liability, damages, claims, judgments, liens, costs, and fees of any type that Tri-Met may be subject to because of the failure or default of the Principal in the performance of any of the terms, conditions, or obligations of the Contract, including all modifications, amendments, additions, and alterations thereto, and any warranties required thereunder; and LG FED CONST IFE -4- BONDS o l 3 . If the Trincipal shall make prompt payment to all persons supplying labor or materials to the Principal or a subcontractor of the Principal for performance of the Principal 's obligations under the Contract; and 4 . Ir the Principal shall make prompt payment of all contributions due from the Principal or the Principal 's subcontractors to the Oregon or other applicable Industrial Accident Fund, and to the Oregon or other applicable Unemployment Compensation Fund in connection with its performance of the Contract; and 5. If the Principal shall deduct and retain all required sums from the wages of its employees or the employees of the Principal 's subcontractors pursuant to the Oregon Personal Tncome Tax Act of 1969 or other applicable State Income Tpx Act, and shall pay those sums to the Oregon or other applicable Department of Revenue; THEN THIS obligation shall be null and void; but if the Principal shall fail to carry out any of the obligations of this bond, the Suret! shall promptly: 1. Remedy the failure and allow the Principal to complete the Contract in accordance with its terms and conditions ; or 2 . Remedy the failure and complete the Contract in accordance with its terns and condition3 ; or 3 . Remedy the failure and ohtai_n a bid or bids for completing the Contract in accordance with its terms and corditions, and upon determination by the Surety of the lowest responsible bidder, or, if Tri-Met elects, upon determination by Tri-Met and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Tri-Met, and make available as work progresses (even if there arises a default or a succession of defaults under the contract or contracts of completion arranged under this Paragraph) sufficient funds to pay the cost of completion less the balance of the Contract price; but not exceeding, including other costs and damages for which the Surety may be liatle hereunder, the amount set forth in the first Paragraph of this bond. The term "balance of the Contract price" , as used in this Pe.ragraph, shall mean the total amount payable by Tri-Met to the Principal tinder the Contract and any amendments thereto, :.ess the amcunt properly paid by Tri-Met to the Principal . LG FED CONST IFB -5- BONDS The Surety hereby waives notice of any modification of the Contract or extension of tine made by Tri-Met. SIGNED AND SEALED this l,;t day of July , 198 7 SLAYDEV CONSTRUCTION, IN Prin pal / By UNITED STATES FIDELITY PND GUARANTY COMPANY Surety' By Lyi Atte G. Elarri:., Attorney�in-fact Atto hey in Fact (Attach Power of Attorney) LG FED CONST IFB -6- BONDS CERTIFIED COPY GENERAL POWER OF ATTORNEY No.....99173.......................... Know all.1len b• throe Presents: That UNITED STATES FIDELITY .AND GUARANI t CONIVANY, a corporation organized and existing under the I.wo of the State of Maryland, and having its principal office at the City of Baltimore, in the Slate of Maryland, does hereby constitute and appoint Lynette G. Harris of the City of Part 1Anti , State of Oregon , its true and lawful attorney in and fnr the State ..f Oregon for the following purporrs, to sit: To t'iRn its name as surety to.and to execute. seal and acknowledge any and all bonds, and to respectively do and periorm any and all acts and things set forth in the resolution of the Board of Directors of the said IGNITED STATES FIDELITY AND GUARANTY C.O\IPANY, a certified copy of which is hereto annexed and made a part of this Power of Attorney; and the said UNITED STATES FIDELITY AND GUI kRANTY COMPANY, through us. its Board of Directors. herrby ratifies and ronfirms all and whatsoever the said Lynette G. Harri may lawfully do in the prrnu�es by virtue of these presents. In Witness Whereol, the said IGNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be ,paled with its enrporate sral. duly a;:,;:cd by the signatures of its Vice-Pre!idrnt and assistant Secretary, this h-t day of May A. D. 19 87 UNITED STATES FIDELITY AND GUARANTY COMPANY. Cecil E. Ei:te!i (Signed) fly...........I....................... .................... Vice-President. (SEA[,) (Signed) ,... Stephen J. Trecket .......................................... ,4ssistnnt Secretary. STATE OF MARYLAND. ) 1 sat: BALTIMORE CITY, On this l.t der of May A. D. 1587 , before me personally came Cecil E. E.b.tei Vice President of the UNITED STATES FIDELITY AND GUARANTY COMPANY and Stephen J. TreCker , Assistant Secretary of -aid Company, with both of whom I am personally acquainted. who being by me srverally duly sworn, said that they,the said Cecil E. EEteE and Stephen J. TteCker were respectively the Vice President and the Assistant Secretary of the sa;d UNITED STATES FIDELITY AND GUARANTY COMPANY, the corporation described in and which executed the foregning Power of Annrnev; that they each khew the seal n, "id corpnratinn; that the seal affixed t„ .aid Power of Attnrney was such rorporate seal. that it was so fixed by order of the Board of Directors of said corpnratinn, and that they signed their names th-reto b1 like order as Vice-Preside•nt and A-sistant Secretary.respectively, r.f the Company. My cnmmission expires the first day in July, A. D. 19.90 Macgaret M. HurEt (SEAL) (Signed) Notary Public. Fs a (1 V) .«-•.. COPY OF RESOLUTION That Whereas,it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power and authority to act for it and in its name in States other than Maryland, and in the Territories of the United States and in the Province- and territories of Canada; Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice. Prrsidenls in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons as attorney or attorneys-in-fact,or agent or agents of said Comt+any, in its name and as its act, to execute and deliver any and all contracts guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performance$ of contracts other than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law allowed, and .41so, in its name and as its attorney or attorneys-in-fact, or agent or agents to execute and guarantee the conditions of any and all bonds, recognizances. obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law, municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces or territories of Canada, or by the rules, regulations, orders, customs, practice or discretion of any board, body, organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken. given, tendered, accepted, filed or recorded for the security or protection of, by or for any person or persons, corporation. body, office, interest, municipality or other association or nrganizatinn whatsoever, in any and all capacities whatsoever, conditioned for the doing or not doing of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking,or anything in the nature of either of the same. 1, Michael W. Vann , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attnmey given by said Company to Lynette G. Harr.i_u of PcxtlwA, Oregon authorizing and empowent.,- V!er to sign bonds as therein set forth. which power of attnrney has never been revoked and is still in full force and effect. And f rho further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the Rnard of Directors of said Company, duly called And held at the office of the Company in lhP City of Baltimore, on the 25th day of November. 1981, at which meeting a quorum of the Board of Directors was present, and that the foregoing is a true and correct copy of -aid resoluuo t,and the whole thereof as recorded in the minutes of said meeting. in Testimnny Where"' . 1 have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY /'01f PANY on Ju1ly 1, 1987. (Dater ....................................I........I....... ........ Assistant Secretary. Contract No. 22371/87-291B EXHIBIT 1-D LABOR AND MATERIAL PAYMENT BOND Bond No. 76-0120-11602-87-1 KNOW ALI, PER�WFYS'TTWFI Jp , Iqq , that,S1_,AYDFN COVTRIJCT1ON, INC. as Principal , and r F� i' Ln_CTTT dulyorganized wrier , as Surety, a corporation g �t he laws of the State of having its principal place of business at �1�; r.; State of [1ar„. 1 ar�fj and authorized as a surety in themor Stati of Oregon, are held and firmly bound unto TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON (Tri-Met) , for the use and benefit of claimants as hereinafter defined, in the sum of ------- -- dollars ($60)3.7r)3.1), lawful money of the United States of America, plus the total amount of any extra orders issued by Tri-Met, for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, representatives, successors, and assigns, jointly and severally, firmly by these presents . WHEREAS, Principal has entered into a construction contract with Tri-Met for Tigard Transit Center Construction, which construction contract is by this reference made a part hereof; NOW, THEREFORE, the conditions of this obligation are such that, if the Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably regoired for use in the performance of the contract, then this obligation shall be void; otherwise, it shall remain in full force and effect, subject, however, to the following conditions : 1 . A claimant is defined as one having a direct contract with the Principal or with a subcontractor of the Principal for labor, material, or both, used or reasonable required for use in the performance of the contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental of equipment directly applicable to the contract. 2 . The Principal and Surety hereby jointly and severally agree with Tri-Met that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant ' s work LC FED CONST IFB -7- BONDS or labor was done or performed. or materials were furnished by such claimant, may sue on this bond for such sum or sums as may be justly due claimant, and have execution thereon. Tri-Met shall not be liable for the payment of any costs or expenses of any such suit or action. 3 . No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant- , other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, Tri-Met, or the Surety, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the sa^� by registered mail or certified mai.. , postage prepaid, in an envelope addressed to the Principal, Tri-Met, or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any mariner in which legal pro-:ess may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer; (b) After the expiration of one (1) year following the date on which Principal ceased work on the contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law; and (c) Other than in a state court of competent jurisdiction in and for the county or othez political subdivision of the state in which Lhe project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not elsewhere. LG FED CONST IFB -8- BONDS 4 . The amount of this band shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by surety of mechanics ' liens which may be filed of record against improvement, whether or not claim for the amount of such lien be presented under and against this bond. The Surety hereby waives notice of any modification of the contract or extension of time made by Tri-Met. SIGNED and SEALED this 1st day of _ J111y , 198.7 SLA(DE CONS',PUCTIO)fi, I1.4c. Prin pal UNITED S"ATES FIDELITY AND GUAPANTY COMPANY Surety By Lyn tte G. Harris, Attorney-tn-fact Attor ey in Fact (Attach Power of Attorney) LG FED CONST IFB -9- BONDS CERTIFIED COPY GENERAL POWER OF ATTORNEY No.....99173.......................... Know all.11en b• theme Presents: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the State of Maryland, and laving its principal office at the City of Baltimore, in the State of Msryland, does hereby constitute and appoint Lynette G. Harrir of the City of Portland , State of Oregon , its true and lawful attnrnev in and fnr the State .d Oregon for the following purposes, to wit: To sign its, name as surety In,and to execute. seal and acknowledge any and all bond.,and to respectively do and perform any and all acts and things set forth in the resolution of ate Board of Directors of the said iINITED STATES FIDELITY AND GUARANTY COMPANY, a certified copy of which is hereto annexed and made a part „f this Power of Attorney; and the said UNITED STATES FIDELITY AND GUARANTY COMPANY, through us, its ".hard of Directn s, hereby ralifies and confirms all amt whatanever the said Lynette G. Harr.` may lawfully d,, - 0— premise- by virtue of these presents. In (Fitness Whereo/, the said UNITED STATES FIDELITY ,AND GUARAi"'Y COMPANY has caused this instrument to be 4ralyd with its cnrporatr seal, duly attested by the signatures of its Vico-President and .Assistant Secretary, this lst day of MAV A. D. 19 87 UNITED STATES ' IDELITN .AND GUARANTY COMPANY. Cecil E. E.teE (S igoed) BY.... .................I............ ... ............... Vice•Pre..tident. (SEAL) (Signed) Ste F?.hen..J�..Trecker ... . ............ ...................... .�.ttiatnnt.Crcretnrv. STATE OF MARYLAND. 1 1 ss: BALTIMORE. CITY, On this l,t day of May A. D. 1s;67 , b.:ore me personally came Cell E. EsteE . Vice-President of the UNITED STATES FIDELITY AND GUARANTY (:0\(P,AVY am' Stephen J. Trecker , Assistant Secretary of said Companv, with both of whom 1 am per nnalfv acquainted, who being by me severally duly sworn, said that they.the said CeCil E. Este: and Stephl m J. Trecker were respectively the Vice President and the Assistant Secretary of the said UNITED STATES F(D'.LITY AND GUARANTY COMPANY, the corporatinn described in and which executed the foregoing Power of Attorney; that thev each knew the seal of %aid corpnration; that the seal affixed to said Power ref .Attorney was such corporate seal, that it was so fixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice President and Assistant Secretary, rrspertivrly,of the Company. My commission expires tle first day in July, A. D. 19.90.. MatgPu:et M. Hurst (SEAL) (Signed) ............... ................................. Notary Public. F$3 it-B71 COPY OF RESOLUTION That Whereas,it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power and authority to act for it and in its name in States other than Maryland,and in the Territories of the United States and in the Provinces and territories of Canada; Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice- Prc idents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons as attorney or attorneys-in-fact,or agent or agents of said Company, in its name and a,+ its act, to execute and deliver any and all contracts guaranteeing the fidelity of person, holding positions of public or private trust, guaranteeing the performances of contracts other than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law allowed, and Also. in its name and as its attorney or attorneys-infact, or agent or agents to execute and guarantee the conditions of any and all bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law, municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces or territories of Canada,or by the rules, regulations, orders, customs, practice or discretion of any board, body, organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken. given, tendered, accepted, filed or recorded for the security or protection of, by or for any person or persons, corporation, body, office, interest, municipality or other association or nrganization whatsoever, in any and all capacities whatsoever, conditioned for the doing or not doing of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking,or anything in the nature of either of the same. 1, Michael W. Vann ,an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given by said Company to Lynette G. Ham-' of PQr't1midr Otegm authorizing and empowering hex to sign bonds as therein set forth, which power of attnrney has never been re-,nked and is still in full force and effect. And I do further certify that said Power of Attornei was given in pursuance of a resnlution adopted at a regular meeting of the Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore, on the 25th day of November.1981, at which meeting a quorum of the Board of Directnr, was f resent, and that the forrgoing is a true and correct copy of ±aid resnhrtinn,and the w hole thereof as recnrdrd in the minutes of said meeting. In Testirnorn Whereol, I have hereunto set my hand and the seal of the UNITED �;T,xTES FIDELITY AND GUARANTY COMPANY on July 1, 1987. (Date t ........ .................................................... Assistant Secretary. CRY TIFARD April 2, 1987 OREGON 25 Yew of SeMce 19161-19186 Tri-Met 421 S.W. 5th, Suite 600 Portland, OR 97204 Attn: Mr. William I. Wilkerson RE: Tigard Transit Center Dear Mr. Wilkerson: Enclosed, please find the Street Opening Permt form for said Project. The form needs to be ccmp.Leted where noted in red and, then, returned to this office along with a check in the sum of $1,462.00 in favor of the City of Pigard, Oregon. In keeping with previous City-Tri-Met discussions and correspondanc-e, relative to (project) improvenent work assurance posting, I also need to receive a copy of the"Tri-Met - Tri-Met Contractor Agreement and Performance Bond ". Such will be acceptable to us in lieu of Tri-Met posting a separate performance assurance for the work with the City. Fite the special provisions/oonditions section cn the enclosed permit form; thats what item #4 refers to. Upon receipt of all of the aforesaid, I will issue Tri-Mets Construction Permit and Approved Construction Plans. Sincerely, John S. Hagman Engineering Technician JH/mj 13125 SW HcM**%L P.O.soar 2&W?,nod,0"M 9W APPLICATION - STREET IMPRO" iMENT/EXCAVATION COPY TO: ORDIN., .:E NO. 74.14 C (WHITE) -FILE ❑ (YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) ❑ (PINA)-OTHER AGENCY ❑ (BLUE)-APPLICANT APPROVED Q APPLICATION No.: 1 462 00 NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: I PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: PENDING SECURITY ❑ PUBLICWOR KS DEPARTMENT eY PENDING AGENCY "OK" [-j _ _ _Applic.ltion and Progress Record — — — — — — — — — — — PENDING !NFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAIN SE EAQUIR GOND • _ PENDING VARIANCE [� ANNUAL 13 -- N EXPIRATION DATE: one Mcg PERMIT NO.: _ DATE ISSUED: e1L , BY: (1) APPLICATION IS HEREBY MADE TO EXCA TE OR ND NSTAI_L HALF STFtE 'I' IMPRWIIyFSfPS (�V�S W CIAI' -TREE - AS DESCR E t�1E.1�EIN, N FULL ACCOpDA�ICE WITH CITY REQUIREMENTS. APPLICANT CONTRACTORNAME - � _- __-THONE PLANS BY _-Wilsey & H 521. W. Lith Avenueortland, OR 97205 227-0455 AME� Y-- '\ CITY ESTIMATED IMPRpVEMEP�t TOTAL VALUATION ( CO§T): ; 36,550.00 11 "� DOj04 (2) EXCAViA rl ABTA; r use �` —�MON. ..:)54,00 •S 1,462.00 STRE®7 _ DESCRIPTION ESS & INSPECTION STATUS NAME URFA E -UT CUT CUT MATER AL INSTALLED TYP LENGTH WIDTH 06"N ITEM • QUANTITY DATE REMARKS/TYPE BY S•W• rcial Street - See it a ed plan theref _ Ep ESTIMATED STREET OPENI NG ATE: s IITIMATED STREET CLO NG D TE: -- /� / T -- E (3) SECURITY NO. SECURITY AMT: ;.36__r_55Q„QQ__ STREET SURETY CO.: FINAL ER71FI[D CHECK a --CA—SH ❑ •OND C INSPEC. (4) PLOT PLAN- INDICATI&SITE PERTINENT PHYSICAL FEATURES; fACAVATIONLOCATIONAND EXTENT. SPECIAL►ROVISIONS/CONDITIONS: All WCtk shall ate► t o ft Clty 1 1 I 1 Fal -aid to CLty I 1 1 It sa'wflvsfHrm 1 2) Toff_iC c�1 stlall be pmvidE d far . _ - _ _ _ _ _ _ _ ._ _ _ . ♦ _ _ --- ard nairta1ne�d by the c�eLc�ec and his . S.W. Caln>�rC1�11 Street � � _ - - 3) Qie , -built pylar shall be wovirbd *e ,t 1 I I I I irn wd;t:h T.M.C. 15.04.030 & I 1 I � aa>talv Work Area L.04.030= Cgpy to be ptoAdad to CLty. (S) NOTE THE CITY OP TIGARD DOES NOT, HERESY, GRANT PERMIMION TO M ICANT- TCpNpUCSO ORK WHERE RIGHT OF-wAY JURISDICTION IS THAT OF WAS"'Wer p COUNTY OR THE -TATE OF ORtOON. THC APPLICANT AGREES Tp DEPOSIT TNt RtgL1'11;0 960JI1111f"Ef. TO COMPLY WITH ALL ftRTINENT LAW- AND CONSTRUCTION -PRCIFICATIONS PERTINENT TO CON0U9T OF THE WORK, AMC TO SArt NARMLtq T149 CITY AND EMPLOYEE-AGAINIIIT ANY INJURY OR DAMAGE 1A W4Of MAT-ROWLT FROM APPLICA*f"AC11OM. r APPLICANTS SIGNATURE �� DA TE / / Cory MEMORANDUM C11Y(XVIVARD CITY OF TIGARD, ORWON (7--- DATE: ON f%c&o 986 3_3(" 87 TO: Engineering Office RE: Public ImPrOVeMent Construction Plan Review Request Please review the attached JaF,Pccamtent thereon, acknowledge review in * space provided and return it as rapidly as possible; (preferably by .. — ) . Thank , Ext. 31� l r. 19126 SW Hall Blvd,P.O.Box 23397,11pord,Oregm 97223 (603)639-4171 --- `s TRI-MET 3/30/87 Na 5219 BANCm 421S LDLIGHT.SUITF IL PROJECT DATE FILE NO. 4?l 5 W 5TH.SUITE 600 nOPTLAND.OREGON 01204 LETTER OF TRANSMITTAL CONTRACT NO._ ATTENTION John S. Hayman TO_City of Tigard RE: Tigard Transit Center _ 13125 SW Hall Blvd. P,0. Box-Z3397 - Tigard, OR 97223 -WE ARE SENDING YOU X1 Attached ❑ Under separate cover via _ _ _ _. _ the following Items: ❑ Shop drawings ❑ Prints X' Plans Samples Specifications F1 Copy of letter ❑ Change order COPIES DATE NO, DESCRIPTION 1 EA 3/19/87 Drawing No. 's C-2, C-2A, C- 5, C-6, and C-8 Circulation copy with sign offs. THESE ARE TRANSMITTED AS CHECKED BELOW: X For approval 1. F; No exception taken ❑ Resubmit copies for review For your use 2. Cl Exceptions a3 noted U Submit _ copies for distribution X As requested 3. n Revise as noted and resubmit P Return corrected prints For review and comment 11 __ FOR BIDS DUE __ _ _ 19 _ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO _ R. Higbee SIGNED: If enclosures are not as noted, kindly notify us of ince. W1 11 i affil I . Wi 1 kerson Project LR8-481 Engineer Lw �1rt �hi S/ ,N� �• March 2.5, 1987 � �� �«[II F"J"/ �C11YCX TI6ARD N yJG. ~y�✓ �� OT/-, yt C*���K� ��` r.t 3�-,4 M OREGON �� / 25 Veors of SerAce TRI-MET 19161.1986 4012 S.E. 17th Avenue Portland, OR 97202 Attn: Mr. Dill Wilkerson RE' Tigard Transit Center Public Improvement Plein Dear Bill : Attached please fig one_ copy(s) of a public impr )vemont plan Said pl.w needs to be circulated through the below noted a4encies for reYiow acknowledgement and, subsequently, returned tj this office . Very truly, r/ i John S. Hagman Engineer;rr3 Technician 101 BW/0002W /X/ PGE Company /X/ Northwest Natur-Al Gas co 14655 SW Old Schools Ferry 7d, 220 N.W. Second Avenue, Beaverton, OR 97005 Portland, OR 97;09 SEE: Jim Johnston, 643-5454 SEE: Ron Polvi , 226 4211 12/ General Telephone Co. Tigard Water District, 12460 SW Main Street 9941 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639 1554 Ed Wilmott Metzger Water District / / Washiry ton County F ',ry Dist X1 6501 SW Taylor3 Ferry Rrad 20665 SW Blanton Portlanri, OR 97219 Aloha, OR 97ir17 SEE: Jesse Lowman, 245- 1331 SEE: Gane Birchell , ,;&c6. P5?7 44 13125 SW Hall Blvd.,P.O.Box 23397,11gord,Oregon 97223 (503)639-4171-- /// 'Tualatin I"!? .-e Protection District 67 Willamette Cable 20665 SW Manton 14200 SW Brigadoon Court Aloha, OR 97007 Beaverton, OR 97005 SEE: Uone Bi. chell, 649-8577 SEE. K. J. Street, 644-3180 Tigard Post Office /_/ State Highway Division 715 NW Hoyt 2131 SW Scholls Ferry Road P.O. Box 3047 Beaverton, OR 97005 Portland, OR 97208--97609 EE: Lee Gunderson, 229--5002 SEE: Mike Krygiei , 294-•2380 GobTRI-MET March 20, 1987 �0 6127 BANFIRD LIGHT RAIL PROJECT 421SW 5TH SUITF600 DATE FILE NO. PORTLAND,ORFGON 01204 LETTER OF TRANSMITTAL CONTRACT NO.,__ _ ATTENTION �Oh;l S. Hagman To City of Tigard _ RE: Tigard Transit Center 13125 S.W. Hall Blvd. P.O. Box, 23397 _ --- Tigard, OR 97223 ---- —WE ARE SENDING YOU Adached ❑ Under separate cover via – _ the following items: Chop drawings ❑ Prints IX Plans Samples Specifications X Copy of letter ❑ Change order x ___Cost estimate_ COPIES CATE NO. DESCRIPTION 5 3/19/87 _ Drawing No. C-2, C-2A, C-5, C-6 and C-8 1 3/19/87 Revised cost estimate to reflect new drainage plan 1 3/12/87 Letter from Eagleson Heritage, Ltd. with sketch THESE AP_TRANSMITTED AS CHECKED BELOW For approval 1. LJ No exception taken ❑ Resubmit copies for review 11 For your use 2. C Exceptions as noted ❑ Submit.—_ copies for distribution X1 As requested 3. ❑ Revise as noted and resubmit n Return corrected prints Ll For review and comment Fi FOR BIDS DUE _ 19 _A l I PRINTS RETURNED AFTER LOAN TO US REMARKS Note typical pipe trench detail _and shallow manhole detail on drawinNo�C-8. mm� _ — ------- --^�-� � The traffic marking plan is shown on drawing No. C-2A. --------------- COPY TO R Higbee SIGNED: ��/ I #r(� 11 e��closures are not as noted, kindly notify us- at one ro I Ke—rS�On— act Engtineer R8-481 1 5 S.W. COMMERCIAL STREET CONSTRUCTION COST ESTIMATE TIGARD TRANSIT CENTER FOR TRI-MET ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL COST 1• Earthwork A. Concrete Sidewalk Removal 36 s.y. $ 2.50 j 90.00 B. Excavation 383 c.y. 8..50 -11255.50 2. Base Rock A. 2" - 0" Crushed Rock 87 c.y. 14.00 1,218.00 B. 3/4" - 0" Crushed Rock 89 c.y, 16.00 1,424.00 3. Asphaltic Concrete A. Class "B" 69 ton 40.00 2,760.00 B. Class "C" 41 ton 41 .00 1 ,681 .00 4. Portland Cement Concrete A. 9" Depth 359 s.y. 19.20 6,982.80 B. Transition Section 213 s.y. 14.00 2,982.00 C. Colored Concrete 74 s.y. 28.00 2,072.00 5. Monolithic Concrete Curb 253 l.f. 2.00 506.00 6. Concrete Driveway 25 s.y. 19.80 495.00 7. Concrete Sidewalk 119 S.Y. 16.c5 1 ,981 .35 8. Lane Striping 6LOK, 1,460 l.f. .50 730.00 S 9. Miscellaneous Items V S A. Traffic Control lump sum 500.00 B. Adjust Manhole lump sum 200.00 C. Relocate Fire Hydrant lump sum 1,900.00 10. Storm Sewer A. 12" Concrete Pipe 210 l.f. 22.00 4,620.00 B. Shallow Manhole 1 each 1 ,200.00 1 ,200.00 C. Standard Manhole 1 each 1 ,500.00 1 ,500.00 D. Asphalt Patch 12 tons 45.00 540.00 TOTAL COST ESTIMATE: $36,550.00 Estimate Prepared By: Wayne Bauer, P.E. Wilsey do Ham 521 S.W. 11th Avenue ;E. B le Portland, Oregon 97205 g �IN� i Date: March 19, 1987 9628�� a { CITY OF TI r RD March 19, 1987 OREGON 2.5 Years of SeMce 1961-1986 TRI-MET 4012 S.E. 17th Avenue Portland, OR 97202 Attn: Mr. Bill Wilkerson RE: Tigard Transit Center Dear Bill: This is sent to you to confirm our telephone conversation of earlier today. Upon re-consideration of the desirability of Tri-Mets placing pavement markings along S.W. Commercial Street, we have decided not to implement the work at this time. .herefore, as we discussed, please proceed to prepare and submit a marking plan for City review and approval as directed by my letter dated march 12th, 1987 but, know that Tri-Met will not be obligated to actually perform placement work; the City to do so at a future date. Sincerely, Joht S. Hagman Engineering Technician cc: file JH/mj 13125 SW Nall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 �� ._..LJ ��t'!/1�`-� /�G� ri/'C�t'�'YCy�.s !C/i/!✓ �fif%i! /l A41✓/fc. ,oOCvr/'c�iiN2e�-� D i A r 4, eie:,� /r �-7 .0 L•t-/ ���K �L/ !"/ '741 r � jy • � Y�� < --�- ��- �-z..��� �t� t-f��,..fir=� '� � �,� ��•�` 3-14-47 -co KF.�TIA L . �8'• JovW to 70.�►t� t��•` 1*"1,6 �CG10% *01 �Gg1A11rGw�tv�� Pr•o V I L1 G.c� h•ZvHtl ON TNS P�.♦�o11w.1.b%c-t loov�c! „%A j 1 J 00V14 -zv �,� T C \ fG3t.0V\ ze M."vt WnM\d ` c0htrac eP D� ONr . r` . � . v.�N�CIn , i IV 4L\ 4Lt ` o %t CAW I.IS µ.e�r '> >S `OVIC�) 'zS '-AJ e- b��ploA1•z.te S AC-\A 0 O tAr P t-r•wl 15 . 04 . 020-15 . C4 . 030 property intended to provide access for vehicles from the roadway of a public street to a definite area of the private property, such as a parking area, a driveway , or a door at least seven feet wide, intended and used for the ingress and egress of vehicles. The component parts of the driveway approach are termed the apron, the end slopes or the curb return. ( 5) "End slopes" means those portions of the driveway approach which provide a transition from the normal curb and sidewalk sloping surface or by means of a curb return together with the area between the projected tangents of the curb return. (6) "Person" means every natural person, firm, co- partnership, association, public or private corporation , or district. (7) "Sidewalk" means an area specifically delineated and constructed for pedestrian use located behind a curb but within public right-of-way. (8) "Street" or "alley" means every way cr place open as a matter of right to the use of the public for vehicular or pedestrian traffic between right-of-way lines. (9) "Tunnel" means an excavation requiring the removal of dirt o: like material and does not include driving or forcing of pipe through the ground. (Ord. 74-14 §l , 1974) . 15 .04 . 020 Permit--Required. It is unlawful for any person to cu L• upon or within , break, dig up . damage in any manner, undermine or tunnel under any public street or pub- I l.ic alley without fir,3t complying with the provisions of this chapter in regard to the obtaining of permits, depositing of securities and the making of applications to the city. Applications for permits shall be in the form prescribed by the city. Permits shall be issued on an annual basis or for a limited time and shall specify the extent of the authority granted by the permit. (Ord . 74-14 §2 , 1974) . 15. 04 . 030 Permit--Application. (a) At the time of application or permit for a limited time and for a specific cut or break in a street or alley, the applicant shall specify his name and address, the date of application , the name of the street or alley to be cut or tunneled under; the nature of the street Surface or of pavement involved; the purpose of the work; the size and nature of the cut or excavation ; the number of days required to complete the work ; and shall execute an agreement to deposit such securities as required by the city, to comply with the provisions of this chapter and with the specifications of the city pertaining to the conduct of the work, to save the city and its emoloyepc harrrless againnt any injury or damage which may result from Ii' t-rS ['ONllCslc'/t/z -elk 5l�L�lJ�E'/T TIO r 'ges �,cr) 77j#7 APPLMET' MI157' DO TIO +12�At3t+v�rj Sr l 1f17-1 (Tigard 4 8: 1 5. 04 . 040- 1.5 . 04 . 050 the actions of the applicant, and to file a report of the work done within forty-eight ho:irs of its completion. Appli - cation for each permit to be issued fer a limited time and for a specific cut or break in the street or alley shall be accompanied by a fee set by the city council according, to Chapter 3. 32 of this code. (b) The application for an annual permit shall be in form as prescribed by the city and shall specify the name and address of the applicant , as required by the city, to comply with the provisions of this chapter, an agreement to save the city and its employees harmless against any injury or damage as a result of the actions of the applicant , and to file a report of all work done under the permit within ten days after the initial cut or break in the street or alley has been made. Application for an annual permit shall be accompanied by a fee set by the city council according to Chapter 3. 32 of this code . (Ord. 84-54 §1 , 1984 : ord. 81-93 §1 , 1981 : Ord . 74-14 §3 , 1974 ) . 15. 04 . 040 Permit--Conditions. All work in streets or other pul,lic places shall he dc,ne in the location approved by the department of public works and in accordance with plans and specifications prepared cr approved by the depart- ment . Such permit may include conditions binding upon the permittee . Such conditions may include prior filing of a performance bond and/or a maintenance bond and may include such other requirements as the department of public works finds appropriate in the public interest. All work done shall be subject to the rejection or correction requirements of the department of public works and subject to its final approval . (Ord. 74-1.4 54 , 1974) . 15 . 04 . 050 Secur�it . Before the issuance of any permit , the department of public works shall require the applicant or his contractor to file with the city, as security, either : In he event an annual permit is requested , a surety bond in the amount of five thousand dollars, unless the applicant is already bound by the provisions of a fran- chise ordinance or e subdivision compliance agreement. (2) In the evert of an application for a permit for one particular cut or break in an alley or street, a surot�• bond in an amount equal to the estimated cost of the ,pork do be performed. (3) The cost upon which the amount of the bond or _,o- curity shall be based shall. be the cost of the work to be performed within the Public right-of-way, and not the cost of work to be performed outside of such right-of-way. 187-2 15 . 04 (4) security may be held on deposit by the city for a period of one year. The security agreement shall provide that the applicant or his contractor will, immediately UJ.xOn completion of the work, be obligated to keep the work in a state of good repair at his own expense, and that he shall continue to do so until released from the maintenance obli- gation. In the event the applicant or his contractor fa l .q 187-7.a (Tioard .1 O'DONNELL, RAMI9, ELLIOTT & CREW MARK P. 0 DONNELL ATTORNEYS AT LAW CANNY OFFICK TIMOTHY V. RAP'IS 1, ! GRANT, SUITE 202 KENNETH M. ELLIOTT ?ALLOW 91 WRIGHT BUILDING CA1•IBY.OREGON 97013 STEPHEN F. CREW 1727 N.W. NOVT STREET UZU (503) 266 1149 CHARLES E. CORRiGAN• PORTLAND,OREGON 9'7209 ga JOSEPH M. SULLIVAN* (503) 222.4402 AOMINIRTRATIYL ASSISTANT KENNETH IA. FOX JEFF BACHRAMARGARET C. HAND SUSAN 1, C PLEASE RIEPLY TO PORTLA SHARON L. WILLIAMS STEFA NY WATSON �pp 1G 1987 MARK D. WHITLOW ,r�GARD MICHAEL REDDEN CITY U- pEPT OF COUNSEL (� ' •ALSO ADMITTED TO PRACTICE IN STATE OF WASHINGTON March 13, 1987 Mr. Keith Liden Planning Department City of Tigard P. 0. Box 23397 Tigard, OR 91223 Dear Keith: Enclosed please find the most recent correspondence on the Tigard Transit Center matter. After you have had a chance to review this information, please give me a call to see if you agree that the City's bonding requirement will be met as suggested by Tri-Met in its letter. Very truly yours, O'DOIEELL, RAMIS, ELLIOTT & CREW Char es E. Corrigan CEC:dd Enclosures O'DONNELL, RAMIS, ELLIOTT & CREW MARK P. O'DONNELL ATTORNEYS AT LAW CANEY OFFICE TIMOTHY V. RAMIS 181 N. GRANT. SUITE 202 KENNETH M. ELLIOTT BALLOW & WRIGHT BUILDING CANBY.OREGON 97013 STEPHEN F. CREW 1727 N.W. HOYTSTPEET I503) 266.1149 CHARLES E. CORRIGAN• PORTLAND.OREGON 97209 JOSEPH M. SIILLI\eAN' (903) 222.4402 ADMINISTRATIVE ASSISTANT KENNETH H FOX —__ MARGARET C. HAND SUSAN 1. BOYD PLEASE REPLY TO PORTLAND OFFICE SHARON L. WILLIAMS JEFF BACHRACH STEFANY WATSON MARK D. WHITLOW MICHAEL REDDEN OF COUNSEL •ALSO ADMITTED TO PRACTICE IN STATE OF WASHINGTON March 13, 1987 Mr. Dana A. Andsfson Contracts -and Legal Services TRI-MET 4012 S.E. "17th Avenue Portland, OR 97202 Re: Tigard Transit Center Dear Mr. Anderson: I have received and reviewer your letter of March 2 , 1987 . suggesting that the City's bunding requi_ement on the above- referenced project would be met by the performance bond which Tri- Met would require its contractor to obtain. I believe you are correct . I have forwarded your letter to the City, and will let you know as soon as I get their response. Very truly yours, O I DONNELL, RAMIS, c:=•I.TriTT i CREW Charles E. Corrigan ^.EC: 3d CC: Mr. Keith Liden 29455 Wilsonville Road Newberg, OR 97132 (503) 5385310 LIGHT RAIL PRO!ECT t MAR 16 1987 4 March 12, 1987 Mr. William T. Wilkerson Project Engineer "— Tri-Met District 421 S.W. Fifth, Suite 600 Porr.Land OR 97204 Dear Dill: Thank you very much for the letter and prints dated March 3, 1987. Thank you also for the explanatory phone conversation this morning. I believe our concerns with regard to access to the North-west side of our building have been well consider- ed and provisions for access properly planned. Thank you for your efforts ! A copy of the print with my approval inscribed thereon is herewith returned. Sincerely yours, Caig Ea leson� Gener 1 artnei, EAGLE SON HERITAG ;, Ltd. t OWANOW .1 cc V1 w 0 0 r U- 11 a i V- I I Yr V C�RR W Z S I I I t li ! i U Q O A �, z t � cC r� W 1 M 3t1.� It.i.. I\1I I I I U p 1 I 1 Z U J �- 0 Q p 6 IL It ' cM - t t Q p > li IL L m I III f1 i I 1 t CD W �, •, r I I'f 1 I f I I ' L. .- s+`C� lt, +•: �C /. ! .K. .. _ 14i, \ ............. N.hN J in T. `\ "NN�N �-O C...A l 1 o f v NEW 4E p E .. ... .... ... . 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DRAWIW7 IS LESS CLEAR THAN THIS NOTICE-i--IT IS DUE TO j,.a.E QUALITY OF THE ORIGINAL OE 6Z 92 LZ 9Z SZ tiZ EZ ZZ 12 0Z 61 91 LI 91 sl b l El Z I 11 01 6 9 L �9 �S b E 1 1 I 101111111111111111iIllIIlIllIlifii111111111 1t�l� llitwitititt tjuer11r1�illII11111IllullllIIll11111!1IllIrII1N�11111lIII�IIIIIIIIIIIII"I�'��r611111ililllllllllullll111IIIIlIIIIIIIIIIIII�wl l ll1i1111t1i1111lllllllllllll a�lu,�nulu�ILa��l��,I� ul u�l� A 28 MARCH 1992 .4 \ • •wr rtiw , �w www rr�, -XI T. r"•+..•rrr~rrrwr. � \r c r.rr �••.�" . wr�w w""^rrr�rr�rr y � r�`rr�r wtirw r�rww wr yo LEFT FRQNT WHEEL TRA CK 11­-�/ M^'PRO X 4 Q 1...A ,T 1011✓` - . ErY5 T ROADWAY \ '`-• R/614T REAR ,\ ". WHEEL TRA CSC r-rr r NEW EP .•-wrr w.ry � 1 /�/ , ~" h ........... I. .............. ....... . .............. . L4/f0 _ NEW f ,r 2Q i DES, SHEET CSI-] )M DR DESIGN VEHICLE: ••HILL ALT'E�NAT ��/E 2 OF 4 SINGLE UNIT TRUCK (SU-30) ----- CHK DATEI+MAR4W., ST . oFFN J5E MTT NO . 263- e.r. APPD NO DATE REVISION fly APPD OG. -i n i 5 PRELIMINARY 1W R .- I ` + I IIi 1111 ! 11 111 II .I �nl � f f � � I I I I 1 , 1 1 1 1 1 1 1 ~I I I Irriiill r ' - _ � � + I � I r I I f � I • ' � 1 I . 1 I 1 ! 1 I 1 ) 11 I I I I � I I 11 I I I I I I I 1 I I I I I = 1 I � NOTE : IF THIS MICROFILMED `` 2 3 4 5 6 T 8 9 10 I ! 12 a DRAWING IS LESS CLEAR THAN „, . .. THIS NOTICE;'IT IS DUE TO � C f� -QUALITY OF THE ORIGINAL DRAWING, 0 62 9Z L?. 9Z S2 bZ EZ 22 ILP 02 02 1 91 LI 91 sl b I E I 21 11 01 B ® 1 9 S d E ►l�Iliilliillliililii��1����1����1��I�liii�i,Iii�u�I�tiu4r���I���dnMl���, ��f�1 ImIdIIIIIli 1.11mIIIIII lodiIvIII111I1111111111111hiIIIIIIIiIII1111111ImIIII11111[1111I1. uIIIIIII IIIIIIIIII11,11Aulu1IIIH28 IIII�IIIIIIIII�II�11�111)111 1111�U11jI�tt�� U��I Int t alp .1-0�--loom— MAR1�+ 1992 �4 v p Ai 'J N � I _ t � J 0 I 0L_z-s . �/ � •p N Q O Q I 1'Lbt( j '= U r\j 0 •,\ i LD ul MINH BANFIELDLIGHT RAILPROJECT D 3 p 87 N! 5223 421SW 5TH,SUITE 600 �� DATE FILE NO. PORTLAND,OREGON Q7204 ` O LETTER OF TRANSMITT �� 1 '• ONT►�ACT NO. /T� U �� > OATTENTIJohn Hagman TO City of Tigard O/C ON RE; Drainage Plan for Tigard Transit P.O. Box 23397 'qIQ� Center Tigard, OR 97223 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via_ the following Items: ❑ Shop drawings ❑ Prints LTJ Plans ❑ Samples ❑ Specifications 1-1 Copy of letter ❑ Change order ❑ COPIES DATE N0. DESCRIPTION I Drawing No. C-5 Titled "Site Utilities Plan" THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval L 11 No excep;lon taken Resubmit copies for review ❑ For your use P. Fl Exceptions as noted 1 Submit copies for distribution ❑ As requested 3. 11 Revise as noted and resubmit I_i Return _ corrected prints IX For review and comment _ I FOR BIDS DUE_ _ 19 _ C; PRINTS RETURNED AFTER LOAN TO US — REMARK, John, I have re Utdd our stcrm drainage line to connect to your existing line in Rhin St. I believe this to be a_much cleaner and more secure method of providing positive site drainage than routing it _through the railroad rights-of-way. By keeping our system isolated from the railroads' drainage system, we effectively eliminate them from the big picture. COPY TO R. Higbee, J. Walsh .Z, . SIGNED: T � C F�0�- 11 enclosures are not as noted, kindly notify us at once. LRO-401 Lo a LU W I L.�.� InU Z J all IU o Z CU ' 7:211 -11b13Q �W3e1 Nodi Z ( .LN3wanv f� V-1cc 1 tL ILI Q �N3 96n.) ou. %-II,l13c awdar1 nz) � l�h�lls�rcr� t! ,j �n L-� - � D I 1�1 1 02 S Lbb • U Z� � ui � 1 I Z Z � w I x � IZ ZLI x_ 13 111 9- 1 -LA 102 %9 *Q +{� b `a �r u IL d ill U (P Y � u WAD � Ill QZN ti IS i nil � ; dUQ wCY U J wYo Q p0 ZZd w w W - .j Z N 2 4w e.' i 2 7 — �i j i1 Il) 1L o Z O o J 9-0 e li N Z w i :• •. III CL Z N sW w W o. � Of March 12, 1987 CITYOF TI�ARD TRI-MET OREGON Attn: Mr. William Wilkerson 25 Years ofSerwce 4012 SE 17th Avenue \ 1961-1986 Portland, OR 97202 RE: Tigard Transit Center Dear Bill : .. have reviewed the preliminary construction plan for installation of public improverlents for said site. Please notethe comments in ._d on the enclosed copy of said plan. Only three items are of much concern, namely: 1. The proposed twenty foot wide driveway cut serving the tract which is located adjacent to Tri-Meta proposed egress driveway. Said cut needs to be relocated easterly of Sta. 5+64.73 if at all possible. Acknowledgment of acceptability of the cut, by the affected ownership, need be made a matter of public record (as we previously discussed) . 2. The storm drain line, now proposed to be installed along SW Commercial Street, needs to be made a part of this plan submittal. 3. The preliminary traffic control (pavement marking and signing) plan needs to be developed in more detail and needs to be submitted on a sheet size which is much more readable. I would suggest using a sheet size similar to that which was used for the half-street improvement work. We could not review said plan, other than conceptually, due to its lack of detail . Therefore, we must necessarily reserve final judgment on it yet. As I indicated before , please be aware that installation of traffic control markings/signs is required. Finally, please submit one construe ion cost estimate, stamped by a registered civil engineer, to this office along" the five revised sets of plans. I've enclosed a copy of our public improvement construction plan processing guides herewith, just in case you do not have such. You are now entering step C-2 therein described. Sincerely, wc_ Two-,, � C'Ne<:, ,hC r1 yam♦ John S. Hagman Engineering Tech. JH:ba0946W ��o••�� i� .r •.�rr. _. 12 �+or t;• e�rl,c �y����h 7.er P ��.►�r,5.e� 6 . .. enclosure (2) 54, 't+IO.t� 4r O♦ot: 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 972: 2.) A^�,��,��\�� & j�rye 6e Svc"Lov, AV V ��\ _ 6- t� l_- 64 -- I u - L fl _� 174 12 t � � `:�IIJ�E wc�.E Awc.��r►►Jy ` UE-vE7.oPNk-1J1" �F A�tJ -. oF�-- s►TC s�atzt-� Dt�►v►�nc.� ' ------- pati►� � � BE �►x'w� 170 Wirth W'V–\C 0AVV AV 168 -- ►tN'TmtM T- w►�L ►1AkE ..-� ECN 1-66 _-- - -- - - - � Y.&1#:4M,-ANC. 164 TIGARD TRANSIT CENTER COMMERCIAL STREE7 PLAN & PROFILE 1 -r_ r- w; M�-Mo ; wE PSV tOVSI.`� TO 4M4 p1hy5K�E oF' �,pIJSTRJJCTtON SC�mVI.E SO t�E l�1K't' PSN 4,9 7C A�`1 i�IECESSAR-� "�'R��C- c.o1J'CkD� O►J�`� E1�> �•��eT�oN ©��N�`uc� L" i�5s P� 4 � 1A) Dq-powll�As iLL BE AF S 0� � �" IL o N .. r-71:�..r�rS��fla�t���.rY:;�e{�i4►,- .•�, �?!�. M'F.. .. ��1_ �'�,{� • D E EVC,E OF rOKTL&NI CEMENT GONGKETE M&VmMENT CONSTKUCT TKANSITIOW EY,I571Nri 15-TINCT r'EK bETdILCZ[ \ �PRIVEWA`( IV EWAY• KE;�10VE PAVEMENT TO OF Kll.,HT OR WA's ANP PAVE TO M ATC H 5T4. 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M 1ll'• I , i II I !,I n.Ci 'dr)'to Z!4 1 1•LIIJr 1-""0.FI 'I.I", 1 /•.III ��fA, T.•��'1 lc` sill fill•I,••Il�r ,1'41IUC 'r I'.I(r_,v/ Cl TIYL�M 1-1{MLN �RKIt'If.l�; 7101-r ro,14"TOPI .L 49 oillewwuN4h 0 r r � i I ��l,i-11K •tusl ♦ 1 � IANE OTKII Ir �I �r�wlos YIEL nu R. CIl♦f EL��,I►.)EER IlP�, 1)t•U_` , `I� L Cx,K-Ed /tT TN1�� DCSIRI SHPI �� I 1 h Fvl_L. S ZE l INF1rt,♦i1�.t � 1 �_ _ �'��'�.�'_-••w 1 fur 4 U0 wtril Tf14 _ _ . `_ .. _ _ . '•-����1_ - - - - - - - - - - - - - - M\ftp f !�MlhtuT ftlA't - - ` - - _ _ �'REY IVAIb NhR1LE1J�,�5►41�I�k� i; � �t P �� •�p.E/.wr�it.E DW►r Es of Wo c% LO Int vl� � 1 �I ifIA !�lOlt TO "1J,P4 _ '57 A, 4 4 71 To 5-o f'"47 IAfi l716.IJ TUk11 IAFIC F'A II•IT InC GIA11 T111r11 1.Ja•Ili kl*VFK6L L:UKV� (4•ViILTKII^I�l� ''TICII`I11r'i �EVEKQ.E r1iKVK pEYEIIOi k1•WIUfl Ct-Low) BTI, q�2ITp�- 440 '_ T �MQ111 VI:K 1 U 11 ,O KCIJ j1 1qukv /+, LT1l'V'E w11t11.111c1(�14.,11•� �l.l ACV EK3p CUKVL OMMERCIAL ST. • " c4•�,lo�•rcl.l.ol„)k•��,1� 71,1 ' u -H -V l! I r•�n,T cr,11,; .�•1! rl�,.•r 1?" \� \\ l IO'lr)Nr, 111 !�i'nr-�• 1• \ I •` !'�•iNTX4.wive Ow GTA o %1-"UIxLk ST'kll•li \ I 'Kevembe C•UKVF \ �._��_ (4•VIIbC YC'I.IOVII K-!S,1{; 1151 \ Tll^�ffD RA SIT CP-NTERa it at - - -- �'=`�'� - �_ ••, •Ila S.W. COMMERCIAL ST. ,^voowy LANE STRIPING PLAN opt MI c_OUNTV MANSIROPOLITAN TRANSPORTATION TRANSPORTATION DISTRICT OF OREGON RECEIVES fjv�zzMAR 41967 D�DOrppNNELL.RAMI& TRI-MET ELLIOn•Cpm 40 12 S E.17TH AVENUE PORTLAND,OREGON 97202 March 2, 1987 Mr. Chuck Corrigan Attorney at Law 1727 NW Hoyt Street Portland, Oregon 97209 RE: Tigard Transit Center - Performance Bond Dear Mr. Corrigan: In reviewing your latest communication on the above subject with our Project Manager, it occurred to us that we may have been pursuing the wrong approach with regard to the performance bond question. The question .really is not whether the bond will be waived, but at what level it will be obtained. Pursuant to the Oregon Public Contracting Law, ORS 279 . 029 (2) (b) , Tri-Met is obligated in this situation to secure a performance bond from the successful bidder on this public improvement, which is our standard practice. The solution we have been looking for may be to have the City of Tigard named on the performance bond as well (which we can require through a condition in the Invitatlon for Bids) . This procedure would be consistent with the manner in which public improvements were undertaken by Tri-Met on the following projects: 1 . One and one-half miles of complete construction of East Burnside within Multnomah County (Light Rail) . 2 . Nine rail crossings and two blocks of full street improvement in Gresham (Light Rail) . 3 . Four blocks of full street improvements for local street access to 122nd and Burnside Park and Ride - Multnomah County. 4 . Four block local street improvements for Gateway Park and Ride (Light Rail. Station) . Chuck Corrigan, Tigard TC March 4 1987 page two 6. Twelve blocks full improvement of Holladay Street - Portland (Light Rail) . 6. Twenty-eighL blocks of full s'...aet improvements on the Downtown Litjht Rail Alignment - Portland. At this point, we cannot comply with your request for a copy of UMTA' s written approval of the project' s ccinstruction plans and specifications, as required by the grant, since UMTA requires local. government approval prior to signing off on the construction drawings. If the City of Tigard and UMTA each require the other to complete approval first, Tri-Met would be left in a "Catch 22" situation. The appropriate solution, it seems, would be to require evidence of the performance bond we will secure for construction following the public bidding process, and, if you prefer, to name the City of Tigard as well. Please advise if this makes sense from your perspective. Sincerely, Dana A. Anderson Contracts and Legal Services DAA/AC cc: Bill Wilkerson Joe Walsh Kevin McDonald Doug Capps Bob Post SRI-�O�JtJTV � METROPOLITAN TRANSPORTATION f,i';TRI( T F r701 S=ON GOO tD TRI-MET 4r.I ',E 17TH AVENUE 'R%AND OREGON 97202 February 27 , 1987 Mr. John Hagman Construction Supervisor City of Tigard P.O. Box 23397 'Tigard, OR 97223 Dear Mr. Hagman: Tr..-Met is pleased to submit the enclosed completed plans and itemized cost estimate for public improvements to S.W. Commercial Street to be completed in conjunction with the Tigard Transit renter. Wilsey and Ham, Tri-Met's design consultants, have revised the stree'.: plF., in accordance with the initial review conducted by your staff. In addition, we have responded as follows to certain conditions and comments contained in the review notes returned to Tri-Me` : 1 . Alignment of site driveways with op osite side driveways - The driveways are generally aligned, and that is shown on the revised plans. 2 . Provision of curb ramps - Included in plans. 3 . Distinction between public and private property at driveway cuts - Tri-Met -plans call for either textured/colored concrete or brick pavers to demarcate the pedestrian crosswalks. The driveway aprons will be delineated with curbs in order to eliminate any confusion about the property/ROW distinction. 4 . Liability - Tri-Met anticipates that liability at this site would be similar to that incurred by any other property owner, (i.e. , for accidents caused by Tri-Met negligence on site or lack of sidewalk maintenance) . 5. Three lane striEing� !n - Such a plan has been developed and I s attached. Tri-Met understood from the Council 's action that this effort was to be undertaken in order to demonstrate Mr. John Hagman February 27, 1987 Page 2 that such a plan could be implemented at such time as traffic rionditions warranted, given our plan to park buses at the curb. We had not intended to stripe Commercial Street as part of the Transit enter's construction. In particular, given the light trafilc volumes on Commercial and public concern over lack of curb parking in the area, it might be premature to implement the three lane section at this time. ulA G. Utility plan - Included in final site plans. TIED 1W.L- 7 . Stormwater approval from Southern Pacific - Tri-Met is W Too work ng with S.P. on property acqu�on and drainage W1� 600 approval. . However, I would request that this not be made a 1-To condition of the street improvement. No site drainage comes ST; on to the ROW, and Tri-Met does expect that the agreement WkX�M with the RR will be a condition of building permits. A 1'r8. Street section calcs - Enclosed rit h this letter. F� N 1�mfhope this covers all of the lssuca that have been raised in 1A1j1. , Tigard's review of our proposed street improvement. Please do not .09 to contact me at 238-5820 if you have questions or need ,per 16 further ir,Lcrmat.ion. 1 S"lid,Gdb i R��lip Sincerely, William I. Wilkerson ) Project Engineer fiffow wIw:sl SP401IEnclosures cc: J. Groh R. Higbee J. Walsh S.W. COMMERCIAL STREET CONSTRUCTION COST ESTIMATE TIGA RD 'f RANSIT CENTER FOR TRI-MET ITEM DESCRIPTION QUANTITY UNIT PRICE TOTAL COST 1. Earthwork A. Concrete Sidewalk Removal 36 s.y. $ 2.50 $ 90.00 B. Excavation 383 c.y. 8.50 3,255.50 2, Base Rock A. 2" - 0" Crushed Rock 87 c.y. 14.00 218.00 B. 3/4" - 0" Crushed Rock 89 c.y. 16 1 , 4.00 3. Asphaltic Concrete A. Class "B" 69 ton 40.0 2,7 0.00 B. Class "C" 4 l ton 41 .0 1, 1 .00 4. Port, nd Cement Concrete A. 9" Depth 359 s.y. 19.2 ,982.80 B. Transition Section 213 s. 14.0 ' 2,982.00 C. Colored Concrete 74 .y. 28.0 2,072.00 5. Monolithic Concrete Curb 3 l.f. 2.0 506.0 6. Concrete Driveway 25 s.v. 19.80 495.00 7. Concrete Sidewalk r i 119 S.Y. 16.65 1,981 .35 8. "�a'Tc'"' r�g �t ` �c 1 460 l.f. 5 ' •-0 730.00 9. Miscellaneous Items � +1 A. Traffic Control i '6np sum 100.00 B. Adjust Manhole lump Sul 200.00 C. Relocate Fire Hydrant lump su 1,900.00 TOTAL COST ESTIMATE: $'48,690.00 ��'stimate Prepa d By: Waya Bauer, P.'-. WilsiQ�y h Ham -; 521 W. I lth Avenue I) I N�'FcS, Port nd. Oregon 97205 �� �C�''�1'F'�•i' -i 9623 y r Date: February 24, 198 \ �, ��-f- Ctiti�iti�P �'X�-� �L �Y14 CITYOF TIFARD February 5, 1987 ORMN 25 Years of Sen4ce 19161-1986 Wilsey & Ham 521 S.W. Eleventh Avenue Portland, OR 97205 Attn: Mr. Wayne Bauer RE: Tigard Transit Center Dear Mr. Bauer: Relative to our recent conversation regarding *he existing unimproved driveway located on the tract east of and adjacent to the Transit Center's proposed west (exit) driveway, we too are concerned about possible v,.hi.cle-bus movement conflicts. It i:s necessary that this potential problem be addressed. Subsequently, I would suggest that you eontau t the adjacent ownerships principal at an early date to endevor to assure a mutual, satisfactory, resolution of the situation. Sincerely, J. 4 John S. Hagman Engineering Technician JH/mj 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 O'DONNELL, RAMS, ELLIOTT & CREW MARP I 0 OUNNELL A*rTORNEYS AT LAV\ TiMCI" \ RAMIS uwr. "Frltt I`t NNCTH M. rLLIOTI BALLOW e \NRIGHT BUILDING 'PI N `•^•^' &",, ac.. STEPHEN T CRrµ t727 N W HOrT 5Twt.ET f_ANM1 ONI�•(IN YfUl? CHARLES E CORRIG,AN• '1?103 OAt• 1141, JOSEPH M SULLIVAN* PORTLAND.OREGON 07209 KENNETH H FOX 15031 222.4402 AorlR niw{nY{ Au17;ANT SUSAN I BOYD ---- MArGAHtt C HANt JEFF BACHRACH PLEASE REPLY TO PORTLAND OFFICE SHARON L µILLIAMS STEFANY WATSON 1/ MARK O WHITLOIA �/ I MICHAEL RFODCN IA� OF COlIN 6C: �wM, • ALSO A T EO TO PRACTICE IN{TATEE or OF WA6NINCTU14 F-(,,,,;• /� rfOQ. frIL4F- February 2 , 1987 I?FI Ea � 1987 Mr . Dana A. Anderson Contracts and�gal Services CIN OF TIGMD TRI-MET PLANNING DEPT. 4012 S . E, -17th Avenue Porth, OR 97202 Re . Tigard Transit Center Dear Mr . Anderson : i am writing in response to your letter of January 27 , 1967 , which ircluded the federal grant approval and state orant agreement covering the above-referenced project . Each of these grants appears to be conditional . As for the federal grant , would you please provide the UMTA written approval of they project ' s construction plans and specifications as specified in paragraph B of Attachment NO . II of the grant . Looking to the state ' s agreement to provide the remaining 20% of the finding for the project , that agreement has. at least three references to the potential unavailabi " ity of the allocated funds . I am sure that Tri-Met can appreciate the city ' s concern that there be some guarantee , beyond 'Tri-Met ' s pledge of full faith and credit that if the state funding becomes unavailable , the project will hr completed as planned . We are prepared to recommend to the city that the performance bond requirement be waived if Tri-Met can respond to the federal and state grant conditions described above . You will recall that during our telephone conversation on DRcamber 29 . 1986 , 1 also expressed an interest in any information yo%% could Mr . Dana A. Anderson February 2 , 1987 Page Two provide concerning other jurisdictions that have waived similar performance bond requirements. Should you have such precedents to share with us , please let me know about those as well . Very truly yours , O' DONNELL, RAMIS , ELLIOTT & CREW Charles E. Corrigan CEC :dd CC : Mr . Keith Liden December 4, J986 CI YOF T16ARD OREGON 25 Mcn of Serge Wilsey & Ham 19161-1986 c' 521 S.W. Eleventh Avenue Portland, OR 97205 Attn: Wayne Bauer Re: Tigard Transit Center Dear Wayne: Enclosed, please fine one copy of the preliminary construction plan, for said project, with our comments and questions thereon. Further, upon making your finished plan submittal please indicate the anticipated schedule for phasing out existing bus zones, now in use along main Street (etc. ) , so that we can respond in a timely manner with revised traffic control ordinances, as may be necessary. I 've also included herewith a copy of our plan review process just in case you don' t have one for reference. Sincerely, John S. Hagman Engineering Technician encl . (2) JH/mj 13125 SW Holl Blvd„PO.Box 23397,TlMrd,OWw 97223 (5"639 4171 ,qr�Ir AIS n U S�I L!•' N�.tG.1IM�•NT D'F DR�V�WR`tS W tT14 StibtiE ,: �''` � ON pr'rDs1'i'Tw 4►tOi[ OP ti.vJ, @ANW«LaM. ST. y Q �evtStot� �dR ��ws�saT oF' WNL-�ah�►t!.' �►-'S ht.owt•, �to►.�T►.y' t. � �aeo�1� bwwwy►'t w'+"'ti . C�> Q F�tovltiw�l lb�R C�.a� D��seaa��oN 1e�cwdcll ��,►C rRs�.rt d� �v�� rue�.t^t � Q 1..�I.t��.tZ`� 1►aCVRR.it'� Sp wMoM t FoR ca.lvN►1 /�R t►�1�vR`fi� wNNW� Ht�`t oac.v�e. To �N ate► �( UMONMA TV& -Two w mw.4h t Lam (7� V%^Vrc%L tA^lk-*%tV4 ( -T) --- 's F:RpM MA,►m 1T. To sCLYTO *. G, QUIMM tR 3Vf rARrKIN4 t1� «1WW&A sa- 40, OP owo-sim site • �T 1t..1�'IES 1.pG4�C1�Nr Tl./4�.1 \ ��•••�K•� �'"'V 0ASC��.bC I / DRIVEWAY PER i IV ER SECTfON C7C�R © p ti E tV,4WO �Oto r 35' I � Y rN rWZ _0 W �eeV�'6a1J R R N I�W ] t 1r1.ON4 R'Ra►r t � t � > U) W U Z , '1 !1!f►aL, rldl V Z W / bItXV i+wsA`t IL W 111 I ��f�IR. �►Vw.`� �RTLANt� CEMENT_ ALL '_TE �'AVEMENTiV G I t f kEMOV_E_ PAVEMENT TO CiL_OF I I�tIC,�HT OOF WA`r 4NJ PAVE ��v �' TO MATCH CUKIS LINE � � N PL N � N 0 O dd N f N w p N q- N q b*l + N r .. �i J f11 0 + n + V w -i ' � W W W �iW d U 2 V i EtPgE OF M0RTL4_ Nth CEMEF GOAIGICETE tr4Vf=HENT - DRIVEWAY PER K'Emo%. 5ECTION/IL pR d KI�F-1T pTO MA j . co 1 N Q 4 0 _ t>! Q Q!P M N 19 op Q (� J 0 W� NiV o� if) � P W W + N yr U ml Q - W d' ZU W IW M w �e J N� Ni WF Id- V d U Q 4 W v'Y v c ' 1 - � l W I w U V w Z U? N w `p W w-V- UT Z 0 z dtp � YdJ i � � UW m � AZ *w0 z �a z - Qin a nd ( W Z � Dd IL Lo J UW Qt WI w10 V ow� Q L � LLJ � Q � d W 0 r Q _Z I- 0 U S, W ui i 7W 7 off I ,NII?I H VAKIEgi L 8 �' TO�POKOM-EKTY LINE 411 0.02083 • rMv • I=" 2i1_ 3/4" -Ol GIeUSNEV rcocK LEVELING COURSE EXPANSION dir CONTRACTION ,JOINT LOGATION PAST PIKO1IEKT7 LINE ION JOINT MAX SPACING SHOWN ON SHEET RE4r� INC, 67KEN(.. 7H TO O I"5 I AF TE1� Z6 t7A`rS 3� COMMERCIAL STREET SECTION NO SCALE A �s � s W wk� w TK4,N5VEK9E CONTRACTION �` JOINT ICER I7ETAIL( ) COLORED —� )jot ,ITUtPINALTIEV CoNc.PETE L .z � ZPEW VETAIL r' AS 5NOWN ` �pING ►ALAN .+ ". 9LR2.00 . Lis� ,• y:L..:�..r=•rte '.._ ♦ n• I � .�. i,;•.p'•.• •, 1 • � • 12K� I MM T-1/ '1�Jew OWLc NVILSEY& f.7k.Nll 521 S.W. Eleventh Avenue/Portland,Oregon 97205 (503)_'27-0455 As p1-7a [�['C CCO C rete Pa Ve-W&4 f aSI y 0 09S,ylrl �V-i �er IG Pea lC �o(tV 7�-�, L = /R'S J�(`��- �u� c� �,C�.rwc SDA-, A&S0c) /3V a�s 3Z S Z, hep CA.5 e Da f/L /D x PH (147 5(o) Fo✓ 7`rr�c c u �'� ZO°r�o L- or - 7V ra 0, z C3 2-S-:)) = (vsv 11C���rbo un x Cvso = 3� D -0 Ea st�jo u vtc� _ = 2Ca �J AD TT" _Y- E4,rnve ke -Tu Lco 7TH CL -Gc THIP -Y- I °ti , ZA-scl Tv- e eICC U iOl o Cv � 3 Ax /e uhl � �5 Tu.r✓� �c�rs �, 2 V) e i C2 V) % PREPARED BY PROJECT / I A-0 y cf /rIZ 0 St� Cf-0 7`C''r SHEET NO..LOF 3 DATE SUBJECT A 22yeRW F vI 4-Der iq 14 _ JOB w-. Z7R-QrnQ 1 \AI LIcxcnih A%cnuc/Portland,Oregon 97205 Axf s Lazy s . = z2, I o, 2-2, k,,,� Ile /G 0, eq aztl 'j A Xle 1f7 /107, 2,2 / / OCoG �4ess ; r OL �e 3a Se Cn 11 C !amu ✓+ � s Cha 1� 7' G�vO'ess = �,�- lam , .115pko ( f C. rV,es5 = 3 , r) I �'1 17-, 15 �C?SS ,�� t G 0 S'�fil.;V�L�.�J��' , 50 U_SE' {�}'1 1 X11 Y►1 L: i'REPARED BY_ �� PROJECT �4-d f/a✓1 SI �w ''v SHEET NO. Z 01=-3._ DATE i L -C3(-:;I SUBJECT,� zIL J JOB NO.ZOa=M-� NN71ILSF-.jY&, EAM 521 S.W. 1;leventh Avcnue/Portland,Oregon 97205 (503)227-0455 _ „O11 GZVCWIt° l/l � � /f C.-CESS fA . C. 1"Z(' cc fC PFiEF'ARED BY ���)+� PROJECTy hS COMSHEET NO.-aOF3 . GATE 1 I""� �O _ SUBJECT-A vC All 2 N i b S ' i H JOB NO 7 CONCRETE PAVEMENT DESIGN 645 CALIFORNIA BEARING RATIO - C B R- 2 3 4 5 6 7 6 9 10 15 20 25 30 40 50 60 TO 8090100 Ii IT"TT UNIFIED SOIL CLASSIFICATION"' I I I , -- P Corps of Engineers U S.Army and U.S.Bureou of Reclamation n+ SW _ 1;F, ' H 4 r H i i AASHO SOIL CLASSIFICATION13t� L_ A-1-b A. .7 A-6 FEDERAL AV14TION ADMINISTRATION SOIL CLASSI',C4ATIONI4I E- --T ( 7_ €_S- - E-9 -- -r_n I I I I RESISTANCE VALUE — RIS1 l i L � _— 20 30 i 40 — 50 55 6.0 �— i�_ MODULUS OF SUBGRADE REACTION-k psi perin1611 1 1001501 1200 I 250 300 400 500 600 700 860 0 I BEARING VALUE , p5,i,tI Z (30•in diameter plate , 0.1 in deflection) I 10 120 30 I 1 40 50 1 70 CALIFO;RNIA BEARING'RATIO - C8 R � 2 -7 4 5 6 7 a 9 10 15 20 25 30 40 50 60 70 0090 100 Fig.22.1 Sol classification,resistance value,k"value,and bearing value vs.Califo nia bearing ratan. (1) For the basic idea, see Poser, 0. .1., "Foundations for Flexible Pavements," Highway Research Board,Pro- ceedings of the Twenty-second Annual Mee tiny,22, !00-136, 1942. (21 "Characteristics of Soil Groups Pertaining to Roads and Airfields,"Appendix B, The Unired Soil Classification System,U.S Army Corps of Engineers,Technical Memorandum 3.357, 1953. 131 "Classification of Highway Suhgrade Materials," Highway Research Board, Proceeding. of the Twenry•fifth Annual Meeting,25,376-392, 1945 (4) Airport Paving, U.S. Department of Commerce, Federal Aviation Agency, pp. 11-16, May, 1948. Estimated using, lues given in FAA Design Manual for Airpr r Pavements. (5) Hveem, F. N., "A New Approach for Pavement Design," Engineering News Facord, 141(2), 134-133, July 8, 1948. R is factor used in California Stabilometer-Method of Design. (6) See Middlebrooks, T. A., ,end Bertram,G. E.,"Soil Tests for Desigi of Runway Pavements,"Hghway Research Y Board, Proceedings of the Twenty second Annual Meeting, 22, tb2, 1942.k is factor used ir,Westergaard's analysis ` far design of concrete pavement. (7) Ser(F),page 184. i i TRANSMITTAL '"ILcEY&f1ATU FINCIXEFIMM; XN1) Nwk Iwprmcnwrn• 1"'d Ik•.e4�wm lhui.lunniae date ► — - & 521 S.W. l Ith Avenue IN)rtlnnd, Oregon 97105 the 2 741 - IL)G- ) (503) 337-0455 to_._`TCAl V1 I`it,kc�VVI Lc I,I r x r, LIZ project c c4 subject S tk, C�,-,„tet ,4(jk- c c,, `-1 number of item Copps date description II - ZI S �-y cc" wlwic-�,-C�,-J S — remarks: 121 ,c 4,,. r - _r r ,2, u 4k) h F��,� v LA V1 CeykL( v- 12 &-i u t_ c��g U v IL VYI aYI C-V � C-S's i I;J) J be Q r' —L . L. u'Lv Stl � (�,-ay�✓✓INVJ ►5s"C-S � Z_ l.l.� N (�i• `� ( QS rl (?ar v s _c.+ T cc K i Ce 1,C- ( N �( Cr ryljt� r-C" v t c l,1sy t-4—V\ Y��� eL c J 5' by— Z'Onle"114-e b, c,t,�,c C- t Wiccs in Califf►rnia. O-eQun and Washington. NN TILSEY& 14 vN/1 521 S.W. Eleventh A%,enue/Portland,Orek„n 97205 (503)227.0455 Cg4-�e�o- �t7 Cr/ �ev-/o cS 4�SpC� s/ Ali z _ p --�✓,< �J - Y fa c- ;Ori A55vwlp r?'J COj'l� i�� p ��"��/C _� c - ,17 ., alo Jc / lr•'; , .. Qf ,� .-✓_-. ' . ..._lam,...,_~ � ` , 31 C/p�- I •�/�� ✓ �..•�' tit � `..�' (:� �.�;i� i i'.'i . °�//�,S 300 /01J .017 ` r �y i�v�p�l/�n SriGbar�� ,�� J�GC.G���•J���7` Dl� MCA t P'rPAREo BY___/A[/3. _ PROJECT th-L—OF--L SHEETNO. SUBJECT qwve Nv o )VILSFf P & 4 521 S.W. Ele%,cnth /Portland,OrcF,on 97205 (503)227-0455 J � A 3 O,J PREPARED BY_. �-�--' r - PROJECT i7r4G7y' � / � �h SI T' C�r'1 SHEET NO. z OF Z DATE—�i SUBJECT �Oh C-Vif�f �;(!r'N'1r��A� S/G �JOB No. 2.7P P I. ()Cit(:►414(:) PCAPOV(T'M) 1 1':► F I (:)1-01-8() r,rowrietary Software of POR*rl-AND CEIIF-*.r4l' ASSOCIATION r t-I u i I I Wavne pAuel A )� L E L 0 A D S Suburade SLibbksc- I I C.) PCI Arles pair 1000 Tr UL V:S M U d U I U S (:)f RUrItUt"Fe MR 57f_).C) PST '17;i 7a n d ru.n, Wia. DiAi IV I't-UCk lr'a-F4:ic (2 wav) AD*TT 4 6 Desi a n Li+e :--'r(") v e zA I-s 24 c)() 36 1 . Cie) bowelv-d Joirvl.tin 22 421. .00 32 1. . 00 No Concrete Shoolder s "210 1 .00 *2n .1 .00 Lued SA-ftv0.v 1--ac:tcjr 1 . 1 1E+ 1 .0() 24 1 . ("K.) Thicknesis J(.'. () 11,1 1C 1 1 . CIQ 1.4 1 00 16 1 .(K.) I I ()() 12 j .QC) I 1.U0 s 1..CIO 0 1 00 4 1 1 .()(.1 6 1 00 C) I .00 1.)e.4cvian lhicl...npss -10.5 Inches Lu,AcJ Revetitioits ---- Fi4t3.CILILu Ax 1.e i:,:u e c t e(I Stress AlIc.,wLMu F 6!tt i ULle Power Lrosic 1. L)s Ra L j c) Re c)s-, C*X)r'15 L i ft,ri Re:11 24 26.4 Cj('.) 125925C). 01.462 110131.395. 11. 39 15. 394 34@07-675. 3.61 -2 24.2 481 . 00 1211399. 0. A 26 o.(:)Cl 12.9-5 076905,58. .1 .30 20 22. 0 1 (:)C) 2519. C). 7,89 C). 00 10.690 3921784184. 0.00 19 117. S! I (.)('I 2b 19. Q. 3 5 3, ().00 9.659 C).OU 16 .17.el I . 2319. C). 1 16 C).00 6.842 4-10.- Cl. 0 1 ,4 15. 4 j . 2,115 19. 0.279 0.(K) 5. 2.-",0 () 12 1:5. 2 1 . (.10 2519. Q.241 *-**-m*4-* (►.00 3.848 CIC) :1.C) I I . C) I .00 25 1 0.20-3. 0.00 6 7,33 a D.8 I . Ocl 2519. 0. 165 (:1.00 il C) 0() 6 6. 6 1 .Qc? 2519. 0. 126 cl.(:)(.1 962 *-40*****4*+ N- 0 (",(1 JAL. -*LSF Ax 1 e/ Expected Stress Allowable Fat i aLle Power Al I owab I e Eros. i c 1.000 Roos Ratio R,e ri s, Collsump " cps 6 9.6 1 .5151 2519. 0. :.A2 0.(10 14. 721 4325SS621. Q.Q.t 3!'. 2 1. .00 1-7 -)6 c)(-) 7.2 f@"(11 1977,. Q. CIC� 1 2519. . :1. 1 .63 2B 30.E) I .QC) 2519. 27( 0 0 '24 26.4 1. (10 . 515. 0,234 CIO 6.1.543 4;*#****41 v-0 0.00 2) 2'2. I .CIO 2519, Q. 197 C).00 4. 344 0.00 16 17. 6 1.00 25 19. 5). 16() 0.00 2. 908 ***+**4� 0 0 12 13. 2 1 .00 2519. C). 122 C). ()(-) 1 ,67-.6 QC) (3 8. 0 1. Oo x'519. C). 083 ().00 u. 727 ***-0: C).(.)() 4 4. 4 1 00 2519. C).043 C).Q(-) C). I E12 0.00 ri 0.0 1 C)O 2519. 0.000 C).Q()() Total Fiat iaue IJSC-d = 1 1 . 39 Eiusioii Dantanae = 10.0 Inch Thickness 11-)adeCJUatF-. Faticue Lhzed= 133. 18 Erosion Di4maoe = 9. 7 Cirit()6;23 PCAPAV (TM) 1 . 10 ["rice C)1._0I-SO ProorietRry Sciftwarej c.3-F ["CIRTLAND CEMENT ASSOCIATION Pl-c.I i ec t 276-06C)J Ena i naer. Wavrie Dauer Inuuf. Dalf.a'.. A X I.. E L. IJ A D S Subciraoe / SUbbase P. I I Q.0 PC I es ver Trucks MOdUILIC-A of RUOtUl-L- MR 660.0 PGI S i n Li I ae Tandem f4vci. Deily TrLAC+ Tra+ fic (2 wav) A 1)TT 460. 00 Du-L-iuri LJ.+e 30 veors 24 ":00"00 7.6 1 .Ocl Doweied 7rjitlts -2 481 .00 32 1 .c I C) No Concrete SlIOLO-ders I . 00 28 1 .00 Luad So+etv F-actor I . I 18 I. 00 24 1 .00 Estimi!ted Pavement lhicl-liems V'). 5 IN 16 1 .C)C) 21cl 1 Or 1.4 1 .00 i 6 1 CK.) I i . 10 j 21 1 00 .1. 1 . 0C) a 0C.) 0 1 . CXI 4 .1 ()t) 6 1. . 00 besiun Thickness Iricheez Luad ReUetitiCWIS ;.AL *.L.EIF Axle/ C:.,L)ei c-L ed n t:r e s:s A I I ri vi j.A I.--.I e F-j,-t t.1 ci 1.10 Power Allowable Erosici 1000 Rueo,- Ratio Es us C01 lsUUIL) Reos, 24 26. 4 500.C)O 125 c/.7,5 Q Q. 4n9 1360 7/251 S. 07 .9-0.66? 10427458. 1.a.' C 18 24. 2 481 . CX) 12113t79. C).4.''_, 0. Of) J 7. 36�0 2052c19 36. 5. 90 ::0 2A2'. C I I .00 :x:)19. 0.387 0. 14. 357; 49162794. 0.01 i El 1111. 0 1 .Ocl 5-15'. 1 1 . 626 12 2 B 0 T.2-.9. i,)„00 .16 1:'. 6 1 cw) 25119. C)„3 14 0.Oci C;. I R x ;t i: . k-,S 7. 2 1:-l. '.-L I (1(.) 2 51 9. o.2.39 S. 167 u.CK) 25 19. 0.202 0 11. 0 1 C10 O. (W) 3. Sg@ 0 0 0 El 8. CID 1 00 25 19. C). I d.,4 0.(10 2.x'9.7 4F *4-*** 0 00 6 c. 6 1 (it_) .2's 19. 0. 125 ***4i C)„r)0 1 .29 2 AL *.LSF7 Ax I e Em ciec:t ed Stress Allowable F irti aue Powe - A 1. 1 owF,b I e Ernssi ci 1()(-,o Reps R a t i Li Rz.,L)s CuriSURID F R F--v s 7.6 ':'9.6 1.00 2519. 0. 330 0.C)(.,) 13.64-) 15427129. C).02 .,2 75. 2 1 . 00 2519. 296 C).00 14. 728 47%103190. C1.01. 20 30. a 1 . 0".) 2519. (.-).261 0. 00 11 . 7 6 2 5 7250. 0. 0(i 426. 4 J . 06 25.J 9. C).226 0.00 0. 2f-"14 ****it***** 2C) 2 2. rl 1 2519. 0. 19(1 00 5. 753 C)C) 16 1.7 1. 00 2519. 0. 154 Q.(A) 3.6N 2 0 12 17,.2 1 (*)() 2:3 19. Q. 118 0.OC) 2, 071 0.()(0 8 S. ri I . C" 215 17. 0. 08C) c:).00 ().92(.) t.).(.jC) 4 4. 4 1 .(..,)C) 15 19. 0.04'C" Q.00 0. Z.-XI 0.(.)(i C). 0 1 .00 2519. 0.o0u 0.Cu;) (:)()o C)f) T ci t e..1 1-4.4 t i 0 U e Li s e cl Ercjsioii Damc-cic. "'. 0 Inch Thickness In-Adequate, FatirAlp Used= 137. 24 Ei-c-.)si(:)n Demacle = _:2. 22 00: 10 1 1'.) PCAPAV('T 11) t I(:I Pacer_ J (.)I--(".)I-a ProprietF.iry So+twir-c-.4 of CEME147 ASSnCIATION Pr o i ec.t s "78-•C1601 Enui.neer i wavrle Bikuer I t11)LI t D 8 t A X L E L Cl A D S S U b Li I,-a d e Ubbase 1"', ll(*.').(*.' Pcl Axles oer 1000 Trucks (~O(JUIUS, 04 1"R c'.)6 C) () F'S T Si n a I e T a 11 d r.,m Avo. Ds.ilv 'TrUCk TF'R-f+iC (2 wr.;v) A D TT 46)0. 00 Desi an Life 30 veors, 24 400. (y) 36 1 Uc)weled joints 22 00 3N2 00 MO C',DTICI-ete SlInUlder s C).C)l-"1 2 113 cl.(.)C) Load Sa+vtv Fact:or 1. 1 1 C 0. 00 24 cf. 00 F-stialeit&d Y C).(.,)("1 20 o.(?C) 14 C). ('X) 16 12 0 Q. 00 a 0.CIO Desi on lhicirriess "-9. 52 Inches L.c.-jac: Net--ipt 1 t i on s S A L. *L31: Axle: E,e v e c t;--d Stress 011owi-4b7.p FAtlaus, Flowr:r (Allowable Erosio, 1000 Fie F%'i-t i u R cf F,,:, c,'ollrulllu RE-bS 24 _"i h.4 4(dr.).00 .1 f-)i,) 74C'(:j. 01. 4'-..9 156072131 . 6.43 20. 669 10427458. 9.66 24. 2 51fr>i.('10 1508582. Cl. 4 A2 3. Q. 17. 368 20520936. 7. ±S 20 22. 0 1 C)(.) 1. . . 14.� 353 C).ci(:) IS 1 -7.ri Ci.00 (:). 3550 -Y (y) J 1 . 626 ().of) 1& 17. 6 Q. 0() 0 7s14 9. 1.S6 (. .00 i 4 1 5. 4 1.").(14.) 0 :i;:*11 T K i+-i'-N NOr 4L-0 ."." () i.).C)(:) ).,:) 12 175. 2 oloo 239 CIE) 5. 167 (). 00 11 .1) 0.CIO Q. Cj. 202 (,I() -�;.5 0 8 0.00 3.8 0.00 Q. VA C).(,0 2.297 (,1.ciC) 6 6, 6 Q. CIC) C).00 1 . 2292 00 TAL *LSP Ax 1.e,, EX Pected Ltremr-- Allowable Fat.i CJUe F"ovier A]. I owab I e E I-c,s i c, I(:)C)(:I R r--ri RL't i o FZ e p s CQI I SU MD r*%'E-jJ S 6 ::,T.6 1 c1c) 25,15 Q.330 -v.4t: K.is.. 0. OC) I U(.. 6 4 0 J542"17129. c:). 0 :.!-S. 2 0(1 Q. Q. 2 9 6 K*** 0.Of) 14. 72P 0. C).(I(I U, Q. 26 1 0.00 11 . 276 0.Of.-) ).00- _4 26. 4 0.00 2!16 1 41**4F 8. 204 (:).c* 2,1 o "�,2 a C) C). Q. 0. 19(d K., +1 i,i.00 7 Fj 3 16 17.6 0.c1c) Ci. 1:54 3. 662 1 12' 1 3. 2 0.(K) 0 0. 1 18 If 00 :4.(.' 71 * Q.00 El P. 9 0. CIO C) Q. C)eQ 0.or) 0. 920 + no 4 4. 4 0.00 0. Cl.042 CIO .`I O 0 O'Cl 0.CIO C . C). QCIQ 0.00 0.()(,.)Cl C).of.) Total F,0AClLtc- Used Eromion Dktmaoe y. a Inch ThiChlefl% IrlAdPOULAte. Fatipue Used= 112. 22" Erosion Damage 30.66 TH)-- i . 1 0 01-01-Seg FrOUrietary Sc-4tware of F,f.'jR-rLf'11,.JD ZEI'(E!'!I' (• FSOCUiTION E n a 3.n.!c,r Wavrie fr(auvr I r,nut- Data: A X L E L 0 A D S SUbarade / SUbbase 125.0 PCI A,,les Per llodUIUS of Ruo+.Ltr*e IIR 570.() FISI Sinal e Tandem 1,,,, -Trualf -Tra-f-+is--(2-", - Desi on Li+c-,, 7.0 yrars :24 500. 00 =6 1 , CC) Dnweleo •.-)nirits 22 481 . 00 :32 1 . (-,)o --"4v--C-ot,,cretc ShoulMnrs 2C) I .OC) 28 (:)k:) Load Sa+etv Factor 1. . J. is I.Qu 24 J. . ("C' Estimated Pavrment Thicknc.5i,s 9. IN J6 I . 00 :::t? 1 00 uO 12 1 . t:0 12 1, 00 I'-) k. 1 C)n E, 1 U 11 1 1. 00 1 Ch) ----"rus i on Anal ysi S-. SAL *LSF r,; t.::r EfLiF--L:tE-o Allowable Fm t j.0 U 0 F,owr-r h1lowable Ern-Jc: -C,E)S Ratio Rep ConsuflIP Roos %,,fj 4 C)k:) Q f.) J."':t5� 0. 48.(4 190177-1 . 6. 2 2 17. 586 15494809. o. 4 2 Z, 42492720>. 2. 85 -i. 2 4$1 . u 1211 7qL?. 0. 146 Q. (.0 14. 777 424 Q.QO 12. 213 127M9572. 0.00 ia 19. 8 1.(.K.) 2519. 0. 3.69 0.QQ 9. 852 1). 00 16 17. h 1 .0 i 2519. 0.330 0. Qo 7.816 C).00 0.DO 5. 984 C).CM 12) 17.2 1. 00 25t9. O. '52 C). C)O 4. 397 ().00 1 C) 1 1. Q I OC? -2519. 0. 212 C). Q0 71. (,.)5 3, 0.00 B -1 .00- 2519: 0.QQ 1 .954 Q.QQ 6 6. 6 1 QC) 2519. C). 1:7.1 s)9 C)(-) 1 . 099 1).t --f+)-lT-/-- E-Pected-Stress -At-1owable Fati Oue Power Allowable Erosic I(.,)C)Q Rcos l,at i 0 Rens Co n m U fl)0 h1clos 1-.(KY. 2519-;- 0 i 00 - 15. 938 2FO76:-s266. C .C�i 32 :M.2 1.00 253.9. O. -M2 0. 00 12. 59---T 103836731 . Q. 00 28 :30,8 J..C)O 251G. 0.275 C)O 9.641 0.00 _?l . Q. 7 o 093 0. C)(., 20 22. 1 . t,i, 2519. 0. 2(11 0. 0C) 4.919 C).C)C) T. 16 i""1.6 1 . 25 19. 163 1 148 Q.C 1 . 771 00 9 2519. uB5 0.00 0. 707 0.00 A. tI. A 2519, C).041., 0. 00 o. 197 O.oO 0.00 2tI-c?-. -tt-.(�CYQ *trt**t* C).00 6 6. :.2- ---- Tutal Fatioue Umcd Dn amaa F, 9, 32 9. 1.3 Inch Thj.cA--.ness In.ndequate, Fats aur, Usedu 426.52 Erosion Damage t -7. �-)Qi 05j •-8 PCAPA.V(T11) 1 . 10 Pace I c:)1-01-80 Proprietary Software of PORTLAND CEMENT ASSOCIATION ro,iectt 278-f'.')&0J. Enmroert tqavnL-, Bziupr A X L L L 0 A D S Subarade Subbasu Pr' 125.0 PCI Arles per 1000 TrUCkS 1,11odUl US of RUOtUre 11R 66C).0 PSI Einal e Tzandem : Iv I rurk Trzif+17-- Le i an I..ica, 31(:) vczars 24 5,;,('.i. (:)Q 36 1 . 00 oow-.t!C.10 JOInt'Xi 22 481 . 00 --la- C:vr c r ct u- 5 h OL,1.d v rm 2C) 1. . QQ 28 1 .00 Load S,:t+Ltv Fact..)r i . is 1. 24 '1 .0(:) st 3.ma Lr1d Pavemen r Tt, C.1::nazz 1 16 1 . Q 2.,-) 1 . 00 C.)Q 1.2 1. C)(:) I(:) 8 1 0C) -TIPTI-OrT Tt'rt C.!!'Tl VS!!; tr-9.Q 1,mr-h n, c a d L,t.,e t j t: c,n s -FatlaUe Analyst,------- ----Erosion Analysis- SAL A(L.SF .1 c EDpecta-d Stress Alloweble FatiQUe Power Allowable E r ci s,i ci C)(.,)C) k a-U. s Rat i a Reps CorISUMp R e D, s "6. 500. 00 120325(:), 4a1/ 182740(:). 68. 1 24.(:)(:)I 616201:3. 2o. 44 27, 4.121 1211S99. C). ,146 00 20). 167 11 A 26570. '-.,. 6(.) 0o ^519. 0; 00 16. 667 24450515. 0.01 ie 19. S 1 .00 251.9. Q,, 369 00 1:7. 500) 684[)1051 . 0. 00 16 17. 6 1 . 00 251 00 10. 667 4(:)38(:)7897. o. 00' -1'fir-10. 00 E3. 167 0. 00 2!519 . 21�2 12 113. 2 1 .00 2519. 0.1252 0.C) 6. C)0o C). c)(:) 1. . ()(:) 2519. 0. 213 C). (.)(:) A. 167 0.(:)o 1 . 00 25,19.- 172-lr* ON- oo 2. 667 C).t'iC) 6 6. 6 1 . 00 2519. 172 0.00 1 . 5 C)C) o. (),,) i=` - __(1;;1'"-! E,(r-.�vt.t.r-?-d le Fat i a U_- Power Allowable Erosio I Q C.)(:) Rmis 1:;"a t i o Rees Consume Rens 75 -711- 0. 00 20. 539 1('68()6E33. 0.02 1 .00 2519. A 16. 229 '.27471613. E-1 .3 0 1 .00 2519. (J. 268 0.00 12. 1425 J.I-:.A!rj6570. o.00 T 0. 00. T. 129 c).0(.) 1. 00 _25.19. i,. 1.Y5 6..3.3'9 0 L i 6 Q. j ,.:;a *.tA******* (:) 4. 057 C). (:)C) _n 75-1 1. 0. ot) 2. 182 o.00 .7, 6.8 1.. 00 2519. 0. 08.1 j .01A C).00 4 4 . 4 1. 00 2519. (_1.04? 0. 00 0.254 0.0) 1 . 00 00 0. 000 *1 0. 00 Tntal Fatint-te Used Erosion Vamaoe 9. 5 Inch Thickness Inadequate, Fatigue Used= 520. 56 Erosion Damaae = 55.06 CITY OF TIGA RD October 6, 1986 OREGON 25 Veers of SeMce 1961-1986 Wilsey & Ham 521 S.W. Eleventh Ave. Portland, OR 97205 Re: Tri Met Center (Tigard, OR. ) Dear Wayne: This is sent tc inform you of our conceptual approval of the h.)ri- zontal and vertical data recently submitted for preliminary review. Also, enclosed, l,lease find copies of C.U. 3-86 (Final Order) and Application Information, per your request. Very Truly, .john S. Hagman Engineering Technician ,7f1/mj enclosure 13125 SW Hall Blvd.,RO.Box 23397,Tigard,Xegon 97223 (503)639-417"-- T�, 74 loolo�ee_ /le�- /-Y 0"-410/ e5W,�--,6 74— 3 74-47/C r �15 Inas 1oee1� sulow��e� wl d,�. .1w< � ��ti s �e �a�`� wor•Iz(�•ee•�) ., �. w.t � CN+fr�aQ►\ wl.+� w��vtd . e�O leo 1 � "�►((''����� yew }�.��Y• .7v.+t will``*tel �! ' e�d 1..��;' 'w •�ti�. �� '4►sovl�w'++�rat ste,Hst �►Ur �^ , � Yt ►ts4 '1 ►y slit �,��` �,v� Awl lrvl�trNO wk Art w►� tb4r 1-S may♦ • soi 1 CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HKAARINOs OFFICER 1. Concerning Case Number(s): CU 3-86 2. Name of Owner: TRI-COUNTY IETROPOLIM' TR�.,, "ORTATION DISTRICT OF OR. 3. Name of Applicant: Same Address 4012 SE 17th City -.,rtland State T_Zip "1202 4. Location of Property: Address 8960 SW Counercial Legal Description 2S1 2AA lots 4901 & 4800 5. Nature of Application:_ Request for a Conditional Use Permit to allow construction of an off-street transit Center in lic District CBD -TMnTirlal Business 6. &tion: Approval. as requested XX Approval with conditions Denial 7. Notice: Notice was published in the er newsr:: and mailed to: P Posted at City Hall XX The applicb.nt & owners =kX— Owners of record within the required distance The affectad Neighborhood Planning Organization XX Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON September 9, 1986 UNLESS AN API EAL IS FTLED. The alopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall Blvd. , P.O. Box 23397, Tigard, Oregon 97223. 9• Appeai. Any party to the decision may appeal this decision in accordance with 16.32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is it 9 P.M. Sept, o, 1986 _ 10. Questions: If you have any questions, Please call the City of Tigard Planning Department, 639-4171. Qi`lP 7� w I ~yw iv wy_y \1 wyr •,�`"`"" •~y"'- �..'%rte•-.. � " �w` •w. • ..www �- WHEEL TP% CK NEW EP 40 CA TIOAI _ YST ROADWAY R/Gil r REAR N _�_ _`_ • �-�—__ _ - � - _ ` � WHEEL TRACK\ \ Ile yf. ....... _ ........ _ _.._.. NE,W .. O FIS ------ ---- SM E E T CH 2M DESIGN VEHICLE: iiI �II_I_ CHK-7---- I-_ TRUCK / TRAILER (WB-50) ALTERNATIVE 4 OF 4 �7/ _ _ DATE'S-MaR42 1Jt'l� PERMIT l�V . G C. APPU. NO t)ATF REViSi�J�� By nPPD DMrC NO. - ......................- PREUMIW.AJRY s ..� - • . ,,,_ ,.R., r.. ' .ems � ..,..._- •. ''__ `-- == .. —•+---••-.-.�..:��• ....:.�+`..-.�+ :.f.. .�r�n►�'+"�:.._'.'t"'t _. ..� ___ •.�-�_�"� _ • III}yllllll � lllllllll -I � & ill �) IIII + MI'�� 1 I � IIO��II �I � f`�I'I� r1 I I I Il 1 1 'i ( I � I II1 � 1 � ) 1 � 111 � ! 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BEFORF THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION) FOR A CONDITIONAL USE PERMIT TO ) No. CONSTRUCT A TRANSIT CENTER; ) Tri-Met, Applicant. ) CU 3-86 The above-entitled matter came before the Hearings Officer at the regularly scheduled meeting of August 14 , 1986, and was continued for additional hearings to August 27, 1986, at the Tigard Civic Center Town Hall Room, in Tigard, Oregon; and The .applicant requests a conditional use permit to construct a triAnsit center as part of the Tri-Met system, property located on SW Commercial. St. , more specifically described as Tax Lots 4800 and 4901, Map 2S1 2AA, City of Tigard, County of Washington, State of. Oregon; and. The Hearings Officer conducted public hearing: on August 14th and August 27th, at which time testimony, evidence and the Planning Department Staff Report were received; and The Hearings Officer adopts the findings of fact and conclu- sions contained in the Staff Report, a copy of which is attached heret.o, marked "Exhibit A" and incorporated by reference herein, and the Hearings Officer further adopts the findings of fact and conclusions contained in the report from Ki.ttelson & Associates ul'i.ich report is marked as an exhibit in the record and is incorpo- rated by reference herein. NOW THEREFORE IT IS HEREBY ORDERED that CU 3-86 be anc' heYeby is approved subject to the following conditions : Mage 1 - Cii 3-86 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Applicant shall construct a City standard full half.-street improvement along SW Commercial Street; said improvement shall be constructed to minor collector street standards (40 feet new curb tc existing curb minimum) and shall conform to a horizo.ntal and ver- tical alignment to be approved by the Engineering Division. The design mai be a modification of the preliminary L. I .D. design of record frr SW Commercial Street, to facilitate blending of the pro- posed improvement with existing conditions. Concrete curb, side- walks, entry-exit ways, and street pavement (and crushed rock) , lighting and pedestrian vehicle marking is required; final design to be approved by the Engineering Division. Final design shall include street structural evaluation by Washington County's C.B.E. method. Standard minor collector structural requirements may not be sufficient. 3. Bus parking within 36 feet of the curb on the opposite side of Commercial Street shall not be permitted. Applicant shall provide the Engineering Division with a 3 lane street marking plan. from Main Street to applicant's southerly boundary, if bus parking will be between 36 and 40 feet of the curb on the opposite side of Commercial Street. 4 . Five (5) sets of plan-profile public improvement con- struction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval. Page 2 - CU 3-86 5. Sanitary sewer plan-profile public improvement construction plans and one (1) itemized construction, cost estimate, stamped ay a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for r.pproval. 6. Construction of proposed public improvements shall not commence until after the Engineering Division has issued approved public improvement plans. The Division will require posting of a 100% Performance Bond, the payment of a permit fee and a streetlight fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans . SEF. THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS . 7. If storm water is to be directed onto the Southern Pacific Railroad right-of-way, the applicant shall obtain a permit from Southern Pacific for outfall of stormwater into this right-of-way. A copy of the permit shall be provided to the City prior to issuance of any approved plans or permits. 8. A revised site/landscaping plan shall be submitted for Planning Director' s approval which includes the following ; a. Bus parking and circulation plan approved by the Engineering Division. b. Location and design of bicycle parking spaces (minimum of two) . C. Adequate pedestrian circulation. 9. Landscaping material shown on the approved landscaping plan shall be installed prior to occupancy. Page 3 - CU 3-86 10. A sign permit must be obtained for all signs that are moved or placed on the property or the building (contact Deborah. Stuart 639-417].) . 11. Tax LotF• 4800 and 4901 shall be combined into one parcel if the addition to the existing building causes it to straddle the property line. 12. This approval shall be valid for one year from the date of the final order. 13. The departure patterns at the Tigard Transit Center shall allow for the street bay buses to leave prior to the other buses to provide good sight distance for both bus drivers and motorists on Commercial S reet. DATED this jf daV of August, 1986. HEARINGS OFFICER APPROVED; T�--— /E"TH MASO `� Page 4 - CU 3-86 TRI-COUNTY METROPOLITAN T ZANSPORTATION DISTRICT OF OREGON 0Q(C�ODI TI RWET 4012 SE 17th AVENUE PORTLAND,OREGON 97202 August 26, 1986 Keith Liden ,,;nior Planner City of Tigard Box 23397 Tigard, OR 97223 Re: Traffic Study for CU3-86, Tigard Transit Center Dear Keith: Pursuant to the Hearings Officer's request, Tri-Met has completed an analysis of traffic impacts associated with the proposed Tigard Transit Center. As requested, particular attention was paid to potential safety or congestion problems on Commercial Street at the Transit Center and to potential congestion problem--, at the intersection of Main apd Commercial. The attached report, prepared by Gary Katsion, a traffic engineer affiliated with Kittleson and Associates, indicates that the net impact of the Transit Center on operation of either Main or Commercial Street is not significant. There are and will continue to be adequate gaps in Commercial Street traffic to allow safe ingress and egress for buses. The intersection of Main and Commercial was also evaluated using data gathered for Tigard's current study of doimtown streets and projected future volumes. That analysis concludes that the p.m. peak hour level of service is unchanged with addition of. the Transit Center. Even asst.ming a "worst case" scenario, Main and Commercial would operate at an acceptable level of service in the year 2005. This lack of impact is explained in part by the small net increase in turning movements over current peak hour bus operations. In conclusion, I be' ieve the attached analysis speaks clearly to the potential for traffic-related problems (or lack thereof) associated with the Tigard Transit Center. If you have any questions about the report, please contact me at 238-4905. Sincerely W J l alsh P oject Planner J1V:11 cc: Beth Mason, Hearings Officer Randy Clarne, City Engineer's Office IZA KITTELSON & ASSOCIATES INNTRANSPORTATION PLANNING/TRAFFIC ENGINEERING ilk, 512 S W BROADWAY • PORTLAND.OREGON 97205 • (503)228-5230 MEMORANDUM August 26, 1986 TO: Mr. Joe Walsh, Teri-Met FROM: Gary D. Katsion, P.E. SUBJECT: Tigard Transit Center, Commercial Street , Tigard, Ore. Traffic Impact Analysis, Project No. 63.00 Kittelson & Associates has reviewed the proposed site plan, pre- pared by Wilsey & Ham (July 1986) , and visited the site for the proposed Tri-Met Tigard Transit Center on Commercial Street , just south of Main Street . A traffic engineering analysiu of the ex- pected bus operations at the site egress driveway and the Main Street/Commercial Street intersection was conducted to identify potential traffic impacts. The specific issues discussed in this memorandum include: o Sits-generated traffic; o Existing traffic operations; o Bus operating characteristics; o Peak hour level of service/capacity analysis; o Sight distance requirements . The traffic engineering analysis was conducted following review of the City of Tigard Hearing Officer comments with you on August 19 , 1986. The American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets, 1984 , and the Institute of Transportation ( ITE) Transportation and Traffic Engineering Handbook were util- ized in the preparation of this memorandum. Conclusions : o The proposed Tigard Transit Center is not expected to Impact the traffic operations of the adjacent streets . The p.m. peak hour level of service at the Main Street/Commercial Street intersectioi will be the same with or without the proposed site under present and future ( 2005) traffic volume conditions. o The existing stop sign control of the Main Street/Commercial Street intersection will provide for acceptable level of service operations for the existing and future traffic volumes with the proposed site. The 1986 level of service is expected to be "C" and the year 2005 level of service was calculated to be "D" with the proposed transit center. o The expected gaps in vehicle flow along Commercial Street will easily accommodate entering/exiting of buses at the site access driveways. o The site plan allows for a minimum of 250 feet of un- impeded sight distance for bus drivers leaving the site. This distance provides a safe stopping sight distance for motorists traveling at 35 miles per hour. It is recommended that the departure of the buses from the two street :•-jys occur before the remaining buses . This recommended 'bus operations procedure will greatly increase the site distance for both bus drivers and Commercial Street motorists. Site Generated Traffic The proposed Tri-Met Transit Center is expected to have 39 bus trips during the p.m. peak hour (4 : 30 to 5 : 30 p.m. ) . There will be an increase of eight bus movements at the Main Street/ Commercial Street intersection. Existing Traffic Operations The existing p.m. peak hour turn movements at the Main Street/ Commercial Street intersection were compiled by Robert Keech, P.E. , Inc . during an inventory of traffic volumes on Main Street in July, 1986. The peak hour was found to occur between 4 : 30 p.m. and 5 : 30 p.m. Figure 1 shows the existing volumes rounded to the nearest 5 vehicles. An intersection capacity analysis was conducted with the existing volumes and the stop sign control on the Commercial Street approach. Both Main Street approaches operate at level of ser- vice "A" , while the Commercial Street approach operates at level of ser1rice "C" . Levels of Service for a P- ` Icular roadway or intersection is a qualitative measure of variu,.3 factors which influence traffic operations . The factors which influence the traffic operations Include speed, travel time, traffic interruptions, freedom to maneuver, driver comfort , safety and vehicle operating costs. Six levels of service have been established and are designated by the letters A through F, providing the best to worst service in 8 W Main Stnot -o-e 360 ys -� 0--75 1 � s � J1 1 �r N 4 1986 PM PEAK HOUR TRAFFIC EXISTING BUS OPERATIONS :I—Met Tigard TC Figure Au ust 1988 terms of driver satisfaction. For signalized intersections, the level of service is generally evaluated in terms of an equivalent range of a quantitative measure, the volume/capacity ratio. The level of service D, with a corresponding v/c ratio of 0.8 - 0.9, or better is the desired level of service for design by the City of Tigard. For unsignalized intersections, the level of service is evaluated in terms of reserve capacity at each approach to the intersection. The level of service E, with a corresponding reserve capacity of 0 to 100 vehicles , is acceptable for the minor street approaches; if signal warrant conditions are not met . A vehicle gap analysis was conducted by Kittelson & Associates on August 22 , 1986, during the p.m. peak hour. All gaps between passing vehicles in both directions along Commercial Street were noted. As detailed in the next section, vehicle gaps greater than eleven seconds were identified as being adequate for safe bus exiting operations . A total of 115 gaps greater than eleven seconds were recorded and totaled more than 50 minutes of possible unimpeded movements from the site. Bus Operating Characteristics The proposed location of the Tigard Transit Center will require buses that use Main Street to turn left out of the site. This left turn movement will be made by 16 buses during the p.m. peak hour. It is essential to the safe operations of the facility that there is adequate gaps in the existing and future traffic flows along Commercial Street . The time it takes for an articulated bus to negotiate a left turn from the proposed site has been calculated at 8 . 5 seconds . Figure 2 illustrates the distance traveled during the 8.5 seconds . The bus was assumed to be stopped at the driveway prior to turning and the acceleration rate utilized was 3.0 miles per hour per second. An additional 2 . 5 seconds was added to allow for perception and reaction time of the bus driver. Therefore, and eleve second gap in the Commercial Street vehicle flow is required for an articulated bus to safely enter Commercial Street . With over 50 minutes of gap time available under the existing traffic volumes conditions , there will be no unnecessary delays to bus movements from the site. Peak Hour Operations With the Transit Center Figure 3 shows the 1586 p.m. peak hour turn movements at the Main Street/Commercial Street intersection with the proposed transit O N n n � d Q Q � N x Jl ku 4a w a REQUIRED GAP FOR BUS OPERATIONS Tri—Mot Tigard TC Figure Lr uaust 1986 2 Iml ��r S W Main Stnat 345---w -0-355 1 J1 r � 1 Z W 1986 PM PEAK HOUR TRAFFIC WITH TRANSIT CENTER Tri—Met Tigard TC Figure Au ust 1980 3 center bus operations. The level of service on all three approaches remains the same as the existing conditions. Level of service "A" on the Main Street approaches and "C" on the Commercial Street approach. The future (Year 2005) traffic volumes on Main Street and Commercial Street were not available from METRO. Tho rogic;.al transport tation model is not currently set up with these streets as part of the network. METRO, however, did have projections for Pacific_ Highway in the area that indicated an annual growth rate of about one percent . Since the future growth of traffic along Main Street and Commercial Street will be directly related to currently undeter- mined redevelopment of existing parcels, a one percent annual growth rate seemed reasonable for this analysis. The existing traffic volumes were increased by approximately 21 per:ent to estimate the Year 2005 traffic volumes. Figure 4 illustrates the future p.m. peak hour traffic volumeb. The Year 2005 level of service at the Main Street/Commercial Street intersection was calculated to he "A" on the Main Street approaches and "D" on the Commercial Street approach. Intersec- tion capacity worksheets have been provided at the end of this memorandum. Sight Distance Requirements Figure 5 illustrates that bus drivers leaving the proposed site have, approximately 250 feet of sight distance looking northbound along Commercial Street with a bus parked in the street-side bay. This is the minimum distance needed for a safe stopping sight distance for vehicle speeds of 3,1: mph. It is recommended that procedures and scheduling of the departure patterns at the Tigard Transit Center allow for the street bay buses to leave prior to the other buses . The departure of the street buses will resul- in very good sight distance for both bus drivers and motorists on Commercial Street . 8 W Main stmt -@--430 95 1 � 1 W rn 1 z 2005 PM PEAK HOUR TRAFFIC WITH TRANSIT CENTER Tri-Met Tigard TC Figure 4 Aua.ist 1986 I I I I Y�7:�%�fi •�.�eS< 4N, I ,L Y. jj�� fa � :_i�Iil"•Ilf: IBM aoivl .�.—� +�< . '�=:, Af!• .s ',� ase •_• ;+ i Tigard . I This is a 3 - Way intersection 1 ) Major street is : MAIN STREET 2) Minor street is : COMMERCIAL STREET 3 ) Volumes 4) Sight adjustments 5 ) Traffic: Composition on major 6) Traffic Composition on minor 7 ) Speed = 30 8) Number of lanes = 2 50% of 3 impeding 9 ) Population >= 250,000 10) Percentages of 11 ) S►,ared lanes : None traffic In lanes : 100% of 2 an right 12 ) Peak Hour Factor = 1 .00 major minor 13 ) Corner A : Stop , no Accel . lane, normal radiis MC 0 0 14 ) Corner B: no right turn lane, normal turn Traffic Cars 96 95 i5 ) Corner C : Comp . SU/RV 2 1 16 ) Corner 0 : Comb . 2 4 17 ) Grades : e = +09 f = +0 10) Exit to DOS Enter # to change , 0 to recalculate , 18 to quit : move . 2 3 4 5 7 9 Vol , 350 45 75 360 60 125 evol 350 45 77 360 d3 131 sight * +0 .00 +0 .00 +0 .00 r_a p . * * 905 371 818 x c a p . * 827 27t► 687 LOS * A 1: A, 198cl 'I IFF IC, - Ekl`� 11:1U BL UPER�T�o tl S This is a 3 - Way intersection 1. ) Major street is : MAIN STREET 2) Minor street is : COMMERCIAL STREET 3 ) Volumes 4) Sljht adjustments 5 ) Traffic Composition or major 6) Traffic Composition on minor 7) Speed = 30 8) Number of lanes 2 50% of 3 impeding 9) Population >= 250, 000 10) Percentages of 11 Shared lanes - None traffic in lanes 100% of 2 on right 12 ) Peak Hour Factor = 1 .00 major minor 13) Corner A= Stop , no Accel . lane + normal radius MC 4 0 14 ) Corner B: no right turn lane - normal turn Traffic Cars 96 95 15) Corner Cs Camp . SU/RV 2 1 16) Corner 0 : Comb . 2 4 17) Grades : e = +0, t = +0 18) Exit to DOS Enter # to change , 0 to recalculate, 18 to quit : move . 2 3 4 5 7 9 vol . 345 50 80 355 65 130 evo I . 345 50 e2 i;;5 68 136 sight * +0 . 00 Y I0 . 00 +0 . 00 cap . * 905 * 338 821 crap . * 822 * 270 685 LOS * * A * C A 196c, TRAIJ kT CEti�TER i This is a 3 - Way intersection 1 ) Major street is: MAIN STREET 2) Minor street is: COMMERCIAL STREET 3) Volumes 4) Sigh: adjustments 5 ) Traffic Composition on major ) Traffic Composition on minor 7 ) Speed - 30 8) Number of lanes 2 50% of 3 impeding 9) Population >= 250,000 10) Percentages of 11) Shared lanes- None traffic in lanes! 100% of 2 on right 12) Peak Hour Factor - 1 .00 major minor 13) Corner A: Stop, no Accel . lane, normal radius MC 0 0 14) Corner B: no right turn lane, normal turn Traffic Curs 96 95 15) Corner C: Comp. SU/RV 2 1 16) Corner D: Comb. 2 4 17 ) Grades :e = +0, f - +0 18) Exit to DOS Enter to change, 0 to recalculate, 18 to gult: move. 2 3 4 5 7 9 vol . 415 60 95 420 80 160 evol . 415 60 98 430 84 167 sight * * +0.00 * +0.00 +0.00 cap. * * 833 * 262 755 xcal: . * * 735 °` 178 587 LOS * * A * D A ZCO a -V?-AFF\C. -- w \!A TkGAP-b TRF or lT co1STE'L WJLSEY& HA,M 521 S.W. Flcventh Avenue/Portland,Orcgot, -)7205 (503)227-0455 S�OrM SeCA err Sieh 7. rd 7FeZo—s 1 - - Ceo�e ro Oe ve(o pec, Areas Pa V e J 0 r 51 Je U)O- A r ea ... Z 71 �50 0 4 Z- Z. Zu ; lcfl y Z lir eft = �, q ZO 3, La n c{5 C.a PC LA �o✓ Ecc���- las�t i v�cJ�-v►� Coce_�.`�- � ,y c� y e.a-c�- s �-o v wt TG 5 - LO (.aRc� sca�e b, e 5 B u i( J c n_ �e cx v eco s Z.-0)L5.Lc—)�cc) + (Z9 XD,5Y) 'f3�5C4 U Ad c� r ad roa.d area cbw i'nq e by c(i a 14 rea = /25 x 4 `'i 5r�ZS T3 CO c-�5 Q 1 _ 0 � 30 Z t y r QF � - PREPARED BY w - PROJECT e SHEET NO--LOF-�- DATE "Z�'' WMECt r 2e r S"LO JOB NQ Z'7f-C)(cr)L J�cS i'ci h 0 l.,SEY& H,,, M _, S.W. F'levenih Avenue/P , .land,Orep 1205 (503)227-04.55 co? I o� c ,t "vim e eC -T-IT At- 275 Q= � � � S rL� - 0,Bo 3. 00 = 1, 3-7 1 -37 ' 5 accep�ct W e , PREPARED BY VV - PROjECT -TTcA a r ri S rAy17-Nv SHEET NO. OFZ_ DATE.- -7�41'�( SUBJECT S V-M .SEC Cie0- JOB NO. _01- 3/2 s MI. 2,W 3.9. Ple.xc review ��.c.e.� 3'A ► y�1.l.FEON • Z w�slc � �t4a kale- ( ►o Ruse NARY) OJV 414, Z c�01Vno!� Hec�ulrr� � � Qcr�' ,1tir r He / •,, �,, !,�f7� /,� Si y,Lj�- _ � -�,--� � liCaG�'>�7rN Cyf-'' �f�7•'f�c�C' d _ � 1 1144. y riles w 1 I J N� f Ih1� In» �OtC►n a,,:�o►,��� �ii.� ?` r.,�,s.� s.�ry��ht �. Trlor4D AL kA 1 �.� o►.�r �tv�tW, �`"iti �`",�,` rte wlll 1 wit �� } rotvr! v A w, t e w a t. e✓ .�.� �t. J�t- �, '"�Op 1. t1N2•E�8 OTIt1:ItN28>B NOTIlb nt.i. u�xvut a.cu .., TO ISSUhNCE OF BUILDING PERMITS. 2. Applicant shall construct a City standard full half-street improvement along SW Commercial Street; said improvement shall be constructed to minor collector street standards (40 feet new curb to existing curb minimum) and shall conform to a horizontal and ver- tical alignment to be approved by the Engineering Division. The design may be a modification of the preliminary L. I .D. design of record for SW Commercial Street, to facilitate blending of the pro- Moser' improvement with existing conditions. Concrete curb, side- walks, entry-exit ways, and street pavemint (and crushed rock) , lighting and pedestrian/vehicle marking i.3 required= final design to be approved by the Engineering Division. Final design shall include street structural evaluation by Washington County' s C.B.E. method . Standard minor collector structural requirements may not be sufficient. 3. Bus parking within 36 feet of the curb on the opposite side of Commercial Street shall not be permitted. Applicant shall provide the NNIIVMrinq Division with a 3 lane street marking plan, from Main Street to applicant's southerly boundary# if bus parking will be between 36 and 40 feet of the curb on the opposite side of. Commercial Street. 4 . Fiv , (5) sets of plan-profile public improvement con- struction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval. page 2 -- CU 3-86 A uj r " o w 174 I 172 170 +4 ----- � - �- `o,. 168 • 1 1SP 1 I" = VERT. rp: 166 _ MAR 1 1� 987 _— -- -- — Wltfttr-&-HAM,--INC 1164 TIGIARD TRANSIT CENTER COMMERCIAL STREET PLAN & PROFILE SCALF DRAWING NO 1" ZU' \,/ — 2 F 07it �e� 1 6 rAv EhK,T STA.4+54 To 5T4 5+b5 PAI"JT c.ENTEFZ`iNE- Ftl�'E 41 LONA w iTH 301 SMCE `40E '-rELL7) N ��� slop g�.rZ � ►vtt N SY', Z.) X-WNt.K (—Z KNIN S7, Z.' TVRW LW , SYM6t'4 S A ) 'SNou'I.bE2" STfI!IpES.,. '5kkoQ _b %E wNt� WT 't 1ELLOU) ',� '�triP S►G,f�l "Nm ST, RESTRICTEX) PA Vjk,.Cq MARKIM(4% AT MAI A! ST, EV,b sHnu�p i.oGtc t.i : h ` 4 a , MAR 2 0 1981 WILSEY & HAM, ,, TIGARD TRANSIT CENTER TRAFFIC CONTROL PLAN ,;CALL '3A �" ��' C-2A 87-29 1 i TRANSPORTA` . I Moi IMPACT ANALYSIS For the PROPOSED TIOARD EAST COMMERCIAL DEVELOPMENT Tigard, Oregon a _ _ rebruary 1982 TRANSPORTATION IMPACT ANALYSIS FOR THE PROPOSED TIGARD EAST COMMERCIAL DEVELOPMENT Prepared for JB Bishop 10505 S.W. Barbur Boulevard Portland, Oregon 97219 Prepared by CH2M HILL NORTHWEST, INC. 200 S.W. Market Street Portland, Oregon 97201 February 1982 P15690 .A0 262P INTRODUCTION chis report covers a traffic impact analysis for the pro- posed Tigard East Commercial Development. The analysis includes the estimated vehicular traffic impact on the surrounding street system, an analysis of the proposed site access, and recommendations for changes in the pro- posed site access and traffic control requirements . EXISTING CONDITIONS Study Area Location The proposed site is located within the City of Tigard on the east side of Pacific Highway south of S .W. Park Street. The general site location is indicated on Figure 1 . The relationship of the proposed site to the study area that was used in this investigation is shown schematically on Figure 2 . Access to the site will be provided primarily via Pacific Highway. Pacific Highway (U.S. 99W) is a major arterial connecting the Portland Metropolitan Area with the cities to the southwest. Within the study area, Pacific Highway is basically a four-lane roadway with a continuous two-way left turn lane. Secondary access to the site is provided via a frontage road intersecting Pacific Highway at S .W. Park Street. This frontage road is currently less than 20 feet in width and in poor structural condition. Traffic Signal Control Within the study area, the only intersection that is con- trolled by a traffic signal is the intersection of S .W. Park Street and Pacific Highway. The signal is operated by a three-phase controller with pedestrian signal .indications and is part if a traffic responsive coordinated system along Pacific Highway. Currently, no signal heads are directly visible for frontage road exiting traffic at this intersection. Traffic Volumes Figure 3 identifies 1982 evening peak-hour volumes observed at the major intersections apd driveway locations that will be directly affected by the proposed development. These volumes represent manual counts conducted on a typi- cal weekday in February, 1982 . Automatic recording counts were also made at key .locations within the study area and tl.e 24-hour totals are also indicated on Figure 3 . The weekday arterial peak hour occurs between 4:30 p.m. and 5 : 30 p.m. and constitutes about 8 percent of the average weekday traffic volume. During this time, the predominant traffic flow is southbound comprising 60 percent of the total two-way volume. Since the weekday evening is also the time when the net impact of the traffic generated by the proposed development will be the greatest, this was the time that was used in all subsequent analyses. (Past experience has shown that while shopping center traffic by itself may be as much as 50 percent heavier later in the evening or on weekends, the combination of normal back- ground and site generated traffic is maximum during the weekday evening peak due to commuting work-to-home trips. ) Surrounding Land Use The surrounding land use consists of scattered commercial and office development. Opposite the proposed site on the west side of Pacific Highway, an office/commercial center (The Tigard West Commercial Development) is planned for construction. The center will consist of 93, 000 gross square feet (GSF) of development. Currently, only an 8,800 GSF office building and a 5, 500 GSF restaurant have been constructed. TRAFFIC IMPACT ANALYSIS The evening peak-:your impact of traffic generated by the proposed development was analyzed as follows : o The placement and size of the planned center were confirmed. o The total number of evening peak-hour trips, both in and out of the center, was estimated for ultimate development. o Projected 1985 traffic volumes, independent of the proposed Tigard Fast development, were as- signed to the street network to determine even- ing peak-hour traffic characteristics . These projected volumes included the traffic volumes estimated to be generated by the planned Tigard West development opposite the proposed site. o Evening peak-hour traffic volumes anticipated to be generated by the Tigard East development were assigned to the street network. This as- signment was made for each of three alternative access schemes . o The total 1985 projected evening peak-hour traffic demands at key intersections or driveway locations were analyzed to identify capacity deficiencies, if any. 2.62Q 2 Development Plans and Trip Generation The proposed Tigard East project will consist of 89, 930 GSF of development. A breakdown of the total developmt-nt is listed below: Gross Square Feet Market 24,650 Drug store 31.000 Shops 29,050 Restaurant 5,230 Tot,-1 89,930 For the purpose of this analysis, it was assumed that both the Tigard East and Tigard West commercial developments will be constructed and fully occupied by 1985 . The average weekday trai'fic volumes anticipated to be gen- erated by the site were lased on rates from the Institute of Transportation Engineers, Trig, Generation (1979 )1 for a shopping center within the 50, 000 to 1.00, 000 GSF range. These rates are based on the premise that the development would operate as an integrated center consisting of some multi-purpose trips. The trip rates and total trips used for this analysis are presented below. Trip Ends/ Total 1,000 GSF Trlps Average weekday 79. 1 1, 100 P.M. peak hour in 3.3 300 Out 3.4 305 Total p.m. neak hour 6 7 605 I: is important to note that these rates do not account for the fact that a certain percentage of the total "gen- erated" trips already exist on the roadway system, and that the drivers of the�-,,� trips wall stop at the proposed development wi:liout needing to make another special trip. This is especially true of lard uE,es catering to conveni- ence rF :.her than comparative shopjsing. It was assumed that LJ percent. of the total generated trips will be made by "drop-in" vehiclee ttiat currently travel through the study area for other purposes: this is considered to be a conservative estimate. 262Q 3 I Trip Distri.bution The assumed directional distribution of trips to and from the site was based on trip distribution characteristics developed for the NPO #3 Traffic Circulation Plan. 2 Based upon these distributions, it is estimated that 70 percent of the trips would be from or to the north via Pacific Highway, 26 percent of the trips would be from or to the south via Pacific H' ghway, and 4 percent of the trips would he from or to the west via S.W. Park Street. Assignment of Site Generated Traffic The traffic impact of the proposed development was evalu- ated by adding site generated traffic to the projected 1985 rackground traffic. The 1985 background traffic vol- umes wore estimated by increasing the 1982 existing peak- hour traffic volumes at an average annual rate of 2 percent per year and adding the additional traffic estimated to be gene. -�ted by Tigard West upon its full buildout. The 2 percent per year increase -'..n peak-hour traffic volumes is representative of past trends . Traffic estimated to be generated by Tigard West was obtained from a previous traffic impact stud-, conducted for that sit.e. 3 The assignment of Tigard East generated traffic was made for three alternative site access schemers and was based on the assumption twat motorists will. take the most con- venient route > > react, thein destination. A description of the three alternative access schemes is presented below and depicted schematically on Figure 4. Alternative 1 is the access scheme as presented in the preliminary site plan. Three accesses are proposed: the first via the frontage road at the existing signalized intersection at S .W. Park Street, the second via a new unsignalized central driveway location south of the exis- ting driveway to Pietro's, and the third via a new signal- ized intersection opposite the existing Ariveway ptovid:�.r?g access to Stan Wiley and also a future access to t,-Ie plan- ned development. Left turns would be permitted rst all locations via a continuous two-way turn lane that i:; con- sistent with the existing Pacific Highway design configuration . Alternative 2 is similar to Alternative 1, except left turns are not permitted into or out of the Tigard Fast and Tigard West central driveway locations on either side Of P&cific Highway. _'alternative 3 provides two access locations to the proposed site: one via the existii:-7 signalized intersection at S .W. Park Street as described in Alternative 1, and a second via a new signalized intersection located between the exis- tirg Stan Wiley and Pietro' s driveways . A third unsig- nalized access may be required at the southern limit of 262Q 4 the proposed site depending on the final configuration of the site development. However, for this analysis, it was assumed that all access would be limited to the S .W. Park Street intersection and the new signalize) access . The estimated 1985 p.m. peak hour traffic assignments for these three alternatives representing Tigard East site- generated volumes and the 1985 background traffic volumes which include traffic generated by the planned Tigard West Commercial Development opposite the proposed site are pre- sented in Figures 5, 6, and 7, respectively. Anticipated Traffic Impacts The anticipated traffic impacts were based on the cilcu- Tated level of service which is a concept developed to quantify the degree of comfort afforded to drivers as they travel through an i..t rsection or roadway segment. The calculations were performed in accordance with the pz-)ce- dures set forth in Transportdtlon Research Circular 2124 that are described in Appendix A of this report. The re- sults of this analysis are presented below. For Alternative 1, both the existing signalized in`.erse�tion at S .W. Park Street and the proposed signalized interse,7- tion for the southern access to the proposed site would operate at a Level of Service B during the evening peak hour. Computation procedures set forth in Transportation Research Circular 212 for non-signalized intei7sections indicate that some operational problems may occur for left turning vehicles at the central dr4_7eway location. However, these computation procedures do not take into consideration the platnoning of vehicles created by a coordinated traffic signal system. Visual observation of peak period traffic flows indicates that sufficient gaps should exist in the traffic stream to facilitate left turn movements and opera- tional problems will probably not: occur. If short term queues do occur during peak hours, vehicles will opt to turn left at one of the two signalized accesses where suf- ficient excess capacity exists . However, the offset location of the proposed central O.rive- way in relationship to the existing driveway for the Tigard West development is not ideal, and numerous conflicts will occur for left turning vehicles . To maximize operational efficiency, the two driveways should be located so that they are opposite each other. However, this may nc`_ be possible, given the physical constraints associated with this particular site . The offset- for the two southern driveway locations ( approxi- mately 30 feet) even with the lack of any significant east- west through movements, could result in some conflicts 262,2 5 Q' O between vehicles exiting the two driveways simultaneously making left turns. For Alternative 2, left turn conflicts will be eliminated with t—�prohiion of left turns at the centralized drive- way location, and the location of this driveway as indi- cated on the preliminary site Flan would be ope--ationally acceptable. However, additional left turn demands would occur at the existing S.W. Park Street signalized intersec- tion and the proposed signalized intersection at the south- ern access. The southern access would still opirate at a Level of Service B, but the Level of Service at the S .W. Park Street intersection would be lowered from B to C. For Alternative 3, the intersection at S.W. Park Street wculT-ope.rate at a Leve]. of Service B with approximately the same volumes and turning characteristics as Alterna- tive 1 . The new signalized central driveway location would operate at a Level of Service C. If a southern driveway access is also provided, the traffic demands at this cen- tral driveway location would be slightly reduced, and this access could operate at a hiclher level of service. Access Location Signalization Analysis The Oregon Department of Transportation requires that trans- portation analyses of traffic generating complexes include an analysis to determine whether the projected traffic characteristics of alternative site icc-:ss design concepts warrant the installation of tral.ic signals . Tables 1 through 3 summarize the traffic sik,nal warrant analyses of the three alternative site access design con- cepts depicted in Figure 4. This signal warrant analysis is based on a method developed by the California Department of Transportation (CALTRANS ) for using Estimated Average Daily Traffic (EADT) for evaluating signalization needs of new interse7tions . Two levels of si5zal warrant requirements are summarized in each of these evaluation tables . The 100 percent level represents the standard minimum volume warrants, while the 70 percent level represents reduced volume requirements sometimes acceptable when the 85-percentile speed of major street traffic exceeds 40 miles oer hour, or when the intersection lies within the bui .t-up area of an isolated community having a population of less than 10, 000. The following recap is provided of the individual warrant analyses in Tables 1 throug'a 3 . 262Q 6 i Access Design Table Concept Warrant Levels Satisfied 1 Alternative 1 Warrant 2 - 70% and 100% 2 Alternative 2 Warrant 2 - 70% and 100% i 3 alternative 3 Warrant 1 - 70% and 100% Warrant 2 70% and 100% In addition to the level of service calculations, a MAXBAND computer program for signal system operational e•raluation was used to analyze potential impacts of the estimated 1985 total intersection traffic demands at signalized inter- sections for the three alternatives. Reduced copies of the MAX.BAND program printouts of input and output data are included in Appendix B of this Report. The results show that all three alternative access schames and pro- posed signal locations could be handled under the Oregon Department of Transportation established signal timing parameters and would not have any significant negative impact on the Pacific Highway signal system operation. These parameters are: a 50-second southbound progression through movement band at 35 miles per hour; and a 14-second northbound progression through movement band at 35 miles per hour for the p.m. peak period. The actual band widths with a signal at the southern access (Alternatives 1 and 2 ) are a 54. 7-second southbound progression and a 27 .4-second northbound progression at 35 miles per hour. For Alternative 3 Frith a signal located at the central driveway location, the band widths would be 53 . 0 seconds for the southbound progression and 26 . 5 seconds for a northbound progression at 35 miles per hour. COIVCLUS' JN The proposed project is feasible with respect to traffic operations ana will create no major negative adverse impact. Several alternative access schemes are feasible and the final selection will be contingent on the final layout of the site and The Tigard West Commerc; al Development oppo- site the site. However, with respect to traffic operations, Alternative 3 is preferred. All driveway accesses should have two outbound lanes and one inbound lane. A new signalized intersection south of the existing S .W. Park Street intersection is warranted under the estimated traffic demands upon build-out of the Tigard East and Tigard West projects and would not have any significant negative impact on the Pacific Highway signal system operation. 262Q 7 a1 y � C O GU1 aQ V) 00 0 0 U �• aJ 4 y al � (n w qd C cc•1 '�C•1 qF A o � a •�r 0 a0 00 O 3 ro ao ar Ln 00 ~ O a w u m u n1 ^ W u ,� aQ a� c a � a a c, o A aJ t0. a1 a1 C LGL v 4 C O u C� W 0 6J a1 y, W •,4 U O O O O O N 4 p rn O0 � F L a1 U O ro .Ua m a ar M M M M to to C W ~ U aJ � D ro C1 W C'nu 8 u u V) O ^4 aroF u � 00 v m u o0 � v v % ar m -W w m c C > aJ > w C o 4 0 .a (U c c+. w > WW d 44O p p O o d u y N a e ar w rn 0 -1 o c7 a1 E s. a C ~ + N N +•J a1 .o a1 al al O •G .00 d ul y O M N ^� .-+ aJ m 0 y u to O a1 W M 1a a1 m X � 61F O a t+ to F a+L E � a1 C A O h C Z • 4 a 0 V wd F .� .,a Z o En m o U3 u b +i OO to a+ C ar C a1 p O • . sr ya n � t1u v v1 O a1 C r Ly 0 O 4 pp *W k&4 O O ' 4+ O to 41 to i C a n o N o 00 o O > u au1 .4 o E .0 .a sr ••-1 > at > t, 3 o c' ° s C a1 to w y to t v a, X7 a� 4 W 41m m O 1•i (U w Q) Vl I ,gym• ^'� O = to L ►r y F +� o 00•.+ m ai [a1 a u m .4 a+ C 7 U 41 m C e vroi $0 r-i O >�aW U 0 0 'A C > O U v N m U > > C A� a� c G (U a1 w ^ •C 6 (U w 44 C C O a1 m W W 4 3 W ^-� t 1w aJ 01 •� Ln ; 3F 0.00 a � � ►+ O v 4 > C rn a1 m Q to N a1 C 3 4 u 'v C G a1 aJ 1./ aJ w ro ro w u u a I C u O u = m C = 8 •.�� u a, v o v (U •� c aJ v > > C a 0 ro V E 4 > dQ a� U OO itaj U O ani aJ " m m m C 4•+ .. r•• M W a) a7 m 6 a+ a+ y Wdd v o C e •e u •E v Aj to A F u m tr w A ar •4 N w L W w y wE �O N y a C O aJ X: a-9 0 0 a+ v1 a0 O O U Q 4 N +� L as � c 00 00 00 0o 3 W C .7 U n r, a u E„ >, w v v o0 00 r00- c a • u E o 0 o v > a. w .+ aJ 1 C 7 Ln w O aJ a u Ld uJ O O O C O 4 A w p H F o C o o F aJ —4 u A o 0 0 0 w b u w tp d aJ f+1 cn C1 :*1 Vf •.1 y C W vi v v A c W o a u ca waw s� v) u a cn o 00 v co u 00 d a ..J > w C o N 0 .0 a c a 4 > F N D Q 4 W W W W Q o � °u a m a e N a a w vLi O s O CN r, •v a E a :41F aJ y N N �O '+ aJ a !� aJ .6J aJ O r N aJ w O a W 3 00 d C a M i ,. a m aJ A o a v s a b o a w y F d u F a�J y v -w C G1 O w C C to N I O •� a o w W u -4 W -4 o cn A o 00 to aJ C a �n acrc a o o v o a a u v �+ u E o u a m % aJ a y _ H O a 'V C �� L 4.4 24 � a w w 4i w C O 0 AJ 9 � I o o n w w w E 4-1o cov o 0 o 00 o > u v -+ ° c a 4 ,. 0 > �vuluayc w •.r u m m N a w a I F �J O oo•�+ a �.7 w cC • 4 +� u d r+ aJ 8 = m a C U A C 03 U > L1 U O G L L A u >1 >. C a O a (U w 'V 'V 8 a 4-' � c w o a m ►+ N w ; -+ Lr) Q) 3 F O. aw uJ ►+ O aJ 3 > 0 a v a vJ B vJ m a C • c ��.i� a a 4 a O O .-+ - E m 'V •V -4 w U U a I cp 7 G aJ .0 �p C JG .� •.•i c u u aJ u o a s •�+ c cn v .11 0 o e � o aIV e > a-Q u I u00 a .• yJu O 34 aJ 0 0 7 W A m m C W — h• 4 W '61 L 4 E aJ v v 4 -4 d °a c C •e .E a •4 CJ �•+ C d d aJ a v1 c0 u aJ f. C Z m °� c�7 awE o ~" -J I I fu y C O 41 OO OO i v JJ y V] ~ C qqF O O p p O u1 � w NN O 3 v 00 M M M M C ra w u u v F > sr u 41 12. ++ cc G 00 00 C a > CL H a4 .1 yJ U O U " C a c0 4 44 O N 41 A W •ra u W y O O O c Ey cu L u oop O U ^ W N N N N Ow v W d 4-1 M MEn M M to •.1 co C W 0-4 Qj -4 A NC v N -4 v17H C u En O 00 v at U 00 zz 'v v M aJ W O n, C d C 4J > N C 0 4 0 > N a M y F v v C Cl. > u O O cc Qj 0 d C m a e M Q1 m > 4J W rn (M .7 (0 ^4 'C 4) E = - ;a 41 044 .0 F •1 Vl W C,1 N �O ad 4) .0 41 " +j �. V7 L w O v w ti0 d M V O M N .r .•. 3 x ^- C C v s C 0 t0 .O 41 F d u EW-� u aei `� v w v y v +1 C A O cn C w dF C cn ca c A z '-' •••4 C 00 N En u C v to u 7 C3 4) .+ ew4u w a x u e o o -au o o v w w w W C o m aJ 41 w (m 0 cc ;! 4 > 4J w O 0 00 O O u 4) 1-4 w u •4 4 O O O C " > aJ > "J 3 .� O cn 4,-4 Q W Ir •a) JJ N V 6 m N 4J W 41 v 0 (Yr L -•c O to {a h X W F i+ o ^; 00•" m artu t ++ e M v u O O m > .G U ♦. N m u >� C A Aaj a qdF v v w v v E a W O w m I.+ 4 N ; C � C � � f..� v v •.+ ON 3 4 U b C 6yJ 4yJ 4C1 v d •� w u u v w v O u .M •.4 . 4 M C u O AJ u u u � w y e p C oc O •n E o C > > •� v cn o v v E 4 u > O3E R J" � O 0.u. aUi a� '� � 00 ow w '. r- ti w 41 Ai R1 •� �.+ d v u d d v O C •." •••+ U •." M ►+I C d d J1 aJ to 41 aj C O ca O W W fi = E ""'i x m L U •7 v W N � 7 KAROL fT VNN THOMAS CLVOESOALE PL, ....:440000,0110 FOWLER J• el '" r INION /ZION CT � •:. - (/ ST A Ory Sr q\V/ [ ^ 6ANTHONY9 rA 111T : ENROL ST. c «. A 1^ r ST. OF FONNER LST. r TIGARD Z CHARLES 06 R ST, v1f 1� <,y RREw.NO CT. G> OERRVOELL CT. n 41, O'• l < Fq- PARK ST. ' /1 '+` l•4�� 3 I MINA �/ �/ � ��� ,�P. Jp �R. ♦ / W O COOK LN. y'/` 11� O pLE~ Eq i Jd' 1 " sr�E ST. If 11 I f I^ 4 IEW LN. FWOOD ST. i 98 I P'"� EDG ti FAIRNA VEN �r y ^ VIEWMOVNT w NILLV St Q.r NILLVIEW CT. r SIT" CT o C� II ] t— McDONALD -ST---]A � s I--�I �I ' • '�oola LN. cuosE cr. i S =_ SITE LOCATION 0 VIEW I v1Ew TERM. V Z MNEeI Y +NUALN. +` � bi INF.2 W W ST. _ 01NEePOOII h > > > TVIALITV O /'l W t t Z JR NIGH w ICT • •\ / • Z I / I � Q W PE McPOOK ► � • �� �I %0 E�— =� J/ < FINE ePOOIt Si ! I I E ISS CT. MARILVM I JAME! I ^ w i A O I TEMPLETON OEL MON TE ^OR. e I SCM. C S a —�_ IAN CTt xI NOUO V IE W o sATrLER I �I ST. T� Alt" ft'r KAeIE ST. ' Cy. I "P -N- j I �NMMi O�ItIQ,pA O GOLF I_ I .iat::: ::6 EEC�.. 0 • lII 1 FIGURE 1 L�H210 General Site Location 1 W < �P \V� S G� vS 4P S.W. PARK ST. Q4.3t' Q� V� O� Q, -M- 4 TIGARD WEST COMMERCIAL p DEVELOPMENT �ccF�tk % PIETRO'S / I PROPOSED SITE O I q�L F C�•�lygY STAN WILEY FIGURE 2 CH2h1 The Study Area =iHII_L Q (250) • ' `I.W. PARK ST. + .. (300) --a TIGARD WEST ' COMMERCIAL DEVELOPMENT XXX — PEAK HOUR VOLUMES (4:30 — 5:30 P.m.) (XXX) — 24 HOUR TRAFFIC VOLUMES i /f PROPOSED SITE/ sk . qL� ' FIGURE 3 - 1982 Traffic Volumes s) ul I STAN 9 W=LEY PACIFIC HIGHWAY PIETRO'S A -Q- - r- PROPOSED SITE -- ALTERNATIVE 1 A� A STAN 9�p WILEY PIETRO'S PACIFIC HIGF:WAY PROPOSED SITE ALTERNA-IVE 2 \4;? STAVWILEY PIETRO'S t L PACIFIC HIGHWAY POSSIBLE FUTURE ACCESS LEGEND? PROPOSED SITE �-_ EXISTING TRAFFIC I ALTERNATIVE 3 I SIGNAL PROPOSED TRAFFIC - I SIGNAL FIGURE 4 Site Acce.-O Alternatives s H`iLL 3P q S.W. PARK ST. P yy P QO QO QOM '•/' s� •. • e TIGARD WEST O b COMMERCIAL DEVELOPMENT b fit' I � i I / PROPOSED SITE J ' kq FIGURE 5 Alternative 1 PROJECTED 1985 P.M. PEAK HOUR VOLUMES ;;I-{ILL' L P .V 'b �G .•a da� ,,� PGS Q S.W. PARK ST. �e e O� QQ b e TIGARD WEST '::;:::::.`.?'•.`:: COMMERCIAL / �► ::•, d DEVELOPMENT i J PROPOSED SITE S R FIGURE 6 Alternative 2 PROJECTED 1985 P.M. C:H_NI i PEAK HOUR VOLUMES NIHIL C A • B • C • D • E • r • - � ' 1 f�R/�/NCS • LCrT 2 I 7V/19L/777/V vv Li Li TTf, Q' - 7�l Z119YOVE�:, Z<_)N/ 7 245' -0/ zo MARK ROBBEN • Captain /85 3 Z • GOMME�C�AL-- F)7 ' I ' TUALATIN ' RURAL. FIRE PROTECTION DISTRICT P.O. Box 127 - Tualatin, OR 97062 (503) 682-2601 4 • I - i� , NO. DATE 8Y APP REVISION AHK TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED 6AA - PROPOSED BUS LAYOVER ZONE �"ey,- �r DN AT TRI-MET ; ASH & COMMERCIAL CHECKED DATE APPROVED DATE SUBMITTED DATE AP TVED �-` DATE SCALE ` DRAW'NG NO. " 40 WWWAN A- . OPN PERMIT NO . 2r, 7 OF 15 fspm y� .."h[y ..;?':1� 5'...'�:�9�LPWi• � , M' - •• � ,�.... - - , 7" -r• - ;_.`,_(• �•-r��T11I - ���tY--- '+.r- -...._ .�wa,.._ -'�.�. '..517� -`-, ..._-. - - fir•.....�-�-�.. ..,.....,...�-, -..�.-•---• . _� � I 1 11. I � 1 II � �I � ( 6 - - t 9 0 0 t ! i 2 NOTE : IF THIS MICROFILMED _--�- DRAWING IS LESS CLEAR Tri AN - : .-,Imp THIS NOT ICF;-'IT IS DUE- TO Pf -.QIMLITY OF THE ORIGINAL -� DRAWING OE 6Z 6Z a '9Z SZb`(Lp E2 2Z I L 02 61 91 L I 91 51 b I E I 21 11 01 6 9 L 9 S b E Z I awlas» G � ` �� 11 i� T» I111I 11111{!1111 1 11 i l• MARCH m28 9 24 ,,,..-' � r�l1I1111111111111111IIIIIIII�I�Hftt11�f11 � t �(�111111111�11_ II 'llll��lllll.lill�llll�llliliil11ii1111�i'Illtll�lillllillllllll1111�110.; ,iiir�� 111111111111111111111 �:• Il��, 111111;1 _h1�11 �11 7 a„a _ ¢, .;?. ,riytr,+ ,+ a� zrrcarsxesc�saa�x !winx� w fiszid ,a:•., .., t::, .� . T SS ►- p T/c 1-11 '74 -- - I - - OV, X12 ff, �0\ Oa��1 T G I Z .O Z_ o 1.71 .o o �, E.��.0 . \ T/c- I�I .4�_ \ T/c 17Z ; �i. N 4 -- _ ) 71 v.41 �- d/� Q / \ � TRIC 1`71 . 104 / -7 4 o T/c 1-7 o. I 4 � 7/G 5�2, 3o T/C 170,8 � C. \,10 ,��o FC44-) deo jP 4 Ito9 . - 0 _ I 1 O _ O L 106' -T/C l-10 . `"Z T - 1�O .c}-7 Q Y/C1l�n.g3 � 0-c ,'Q I bb.l f T/c I tocl , 54 — Ido I _ III 11T f , - - - -- - - - - - - -15c�= -71 A S �IZE�/ I �,TIOI��S : LE ENb ; Tic- -rop of CU►e� ! I -10 �'leop. CoNTvu�e � + I V,C. VEK-i'ICAL CuwvE ', T. p�I f\1 E X 1 ST, P . COt\,rTGU(� - Tot= -T-ANGEf-4C`f I ...__..._. ...._.__._ ._._ I" C. rOINT OF CUrvA7U!' E, p01KIT OF COMr-OUNb CU�V� OF VEKT( C,o,L C-UK\JE E 'Y'G . ENVY OF VE�KTICAL CWI VE 4�. I , rOINT OI` 1WrErKpSECTI0N ` J Jc�1l12, 6x p �� � ��• � (on � �� � �� ._. •� �-� 1. T � �O� , �T . OPN PERMIT N0 . 263 - 7 r r)T., Yel"T -c- I I 6 _ If F OREGON ARD . TRANSIT CEN I ' URADING PLAN I, - �� .... ' -•..AYw..�_ � ••s+-.+�-•'.mow'-�_ .. �r�','- ' ... pti " I III I tIlli'I.1. 1tI111 1 � I - 1'(I I:!: .- =,-1 ~ .1..1..1, ! 31 II1 I 1 I1t -I�II_I�.f�1 11 ll-l.l _l..l.! �IIII111I11I1 � 111 I II1�� 1-{1...1.��..III_I..1'1_1.� ilt_l_lll 1111f11 tI1I1(1 11_ IIIIlIt' 111 111 , NOTE : IF THIS MICROFILMEDIr 3 4 5 6 7 8 g 10 I I 12 DRAWING IS LESS CLEAR THAN wd ._. . ��.,.... . •. b.. THIS NOT ICS '-IT IS DUE TO THF QUALITY OF THE ORJGINAL_ Aw DRAWING. L1E fZ 97 1? 9? SZ b2 EZ ZZ Iz 0? 6 _1 91 LI 91 SI fp EI 21 11 01 6 9 L 9 S b E 2 13101 ; ""�• fPII�IIIIIIIII�IIIIIIIIIIIIIIIIIII�IIillilil��lll�llti�tll�lt111�1111111�1�ti4i�i11l�1lil�lill�II11�1111�III,O,�Illi�flll�llyl�tli'lllil�llll�llliillli�ltll�Illl�lili�lltr"�illl�llll�lllllllll,�lIII�III`illll�lill�l�!`I�U11�1111`Illi�llll�llll�li11111111�t111111111,1�111���Ull�lll.1�1111�11,�1�11 - �P Vr 'A Q �s S.W. PARK ST. Jk :•��, '::'a Q�`GGA ?O ,`POS O� .Ab TIGARD WEST COMMERCIAL DEVELOPMENT PROPO EDS SITE 0 I FIGURE 7 Alternative 3 PROJECTED 1985 P.M. CHzl�1 PEAK HOUR VOLUME'S !!HILL REFERENCES 1 . Institute of Transportation Engineers . "Trip Generation: Second Edition. " (1979) 2 . "NPO #3 Traffic Circulation Plan, " Tigard, Oregon. 3 . Buttke, Carl H. "Report on Traffic Impact, Proposed Rembold-Bishop Development, Pacific Highway and' Park Street, Tigard, Oregon. " (March 1978; updated June 1978 ) 4. Transportation Research Board. "Interim Materials on Highway Capacity. " Transportation Research Circular No. 212 (January 1980) . 262R APPENDIX A LEVEL OF SERVICE Level of service is a concept developed to quantify the degree of comfort afforded to drivers as they travel through an intersection or roadway segment. As originally defined within the 1965 Highway Capacity Manual, six grades are used to denote the various levels of service as follows : LEVEL OF SERVICE DEFINITIONS Level of Service Traffic Flow Characteristics A Average overall travel speed of 30 mph or more. Free-flowing with no congestion. No signal cycle failures. B Average overall travel speeds of 25-30 mph. Very few signal cycle failures and little or no congestion. C Average overall travel speeds of 20-25 mph. Occasional signal cycle failures and moderate amount of congestion. D Average overall travel speed of 15-20 mpti. Fre- quent signal cycle failures and associated con- gestion. E Average overall travel speed of about 15 mph. Unstable flow which includes almost continuous signal cycle failures and backups on approaches to the intersections. This represents the theoretical capacity of the facility. F Forced flow, with average overall travel speed below 15 mph. This level of service reflects a condition that is caused by traffic flow ele- ments external to the intersection. Using this definition, a "D" level of service is generally considered to be the minimum acceptable level for an urban area. Recently, an update and expansion of certain portions of the 1965 Highway Capacity Manual have been prepared by the Transportation Research Board. In this update, the level of service provided at a signalized intersection is related tc a parameter called "Critical Volume" as shown below. Critical Volume is defined within this context as 262T A-1 that volume (or combination of volumes) for a given approach which produces the greatest utilization of capac- ity (i.e. , needs the greatest amount of green time) for that approach. It is expressed in terms c.f passenger cars or mixed vehicles per hour per lane. Degree of saturation r is defined as the ratio of the intersection critical volume 1 to the maximum critical volume at level of service I RELATIONSHIP OF LEVF.I. OF SERVICE TO CRITICAL VOLUME AND DEGREE OF SATURATION Sum of Critical Volumes on All Approaches J (Vehicles per Hour) t Four or More Phase 1 Two-Phase Signa], Three-Phase Signal _ Signal Maximum Degree of Maximum Degree of Maximum Degree of Level of Critical Satura- Critical Satura- Critical Satura- Service Volume tion _ Volume tion Volume tion A 1,000 0.56 950 0.55 900 0.55 B 1,200 0.67 1, 140 0.66 1,080 0.65 C 1,400 0.78 1,340 0.78 1,270 0.77 D 1 ,600 0.89 1,530 0.89 1,460 0.88 E 1,800 1.00 1,720 1.00 1,650 1.00 F ------------------------Not Applicable------------ The information contained in Transportation Research Circu- lar 212 also includes a methodology for calculating the level of service at two-way stop-controlled intersections . For these non-signalized intersections, level of service is defined differently than for signalized intersections ! in that it is based upon the concept of "reserve capacity" (i .e. , that. portion of the available hourly capacity that ( is not used) . c"pecifically, the following definition has Ibeen recommended for use: i RELATIONSHIP OF LEVEL OF SERVICE TO RESERVE CAPACITY 1 Level of Reserve Service Capacitor _ Expected Traffic Delay A 400 or more Little or no delay B 300 to 399 Short traffic delays C 200 to 299 Average traffic delays D 100 to 199 Long traffic delays i E 0 to 99 Very Long traffic delays E Less than 0 Failure--extreme congestion F (Any value) Intersection blocked by I external causes 262T A-2 1 r I C � 1 y 1 APPENDIX B MAXBAND SIGNAL SETTING OPTIMIZATION PROGRAM PRINTOUTS 2625 N 'b C ro m A W A J A Y Q Z o w i a z M ¢ N ►r 7i w H S ° c� « � 2 UWf co N N N W W = U w 7 Z 4Uj U O rWr 2 N ¢ 7 W a Q w J W C1 7 L7 Ci tlf = W G W Z a a rc m � x 2 = ►- z M A 2 A G A J Q w •+Y7 X M a S u 2 ¢ a S « « M Y7 hO CO PO .+O PO « A n N� R N m m P M P O a t O f 0 61 PO df P%CP. Y7f •"`+ N M f Y7 d N 07 P 0014N-O ar4Y7OM dOf P O0 ..0 P d 7.00� dOm OOP .+ M f m f P r, 0) 0)M P O P f •+ '+ Y7d Y7.0 f� M C1d Y1O Pf dP of h • .1 , , O Y7 h M �• T T ) t W 2 4 2 i[ WN f9 G W Wu U UJ UC CI U0 uf2.. ar-► � 2� W.>n0, W 20 W 2C� L9 W 24 W 241Li2ss W 20. wrz ZM C[Y ¢� WQiLW Q C6 yy QO,W WQh.ty Qu. wQ WQ Q6 W2 J7 (n Q QS(l1 .rSU1J N S JS u] � (A StAJS 0 f17J= (H JW 0 0 x Q Q Q h a s o= z 0 000 ON000 x ; x goo Wa W N O Z C9 2 J O L z w O 2 N # G< wW # Z V O # OM ?COOS # a OC N 2 U m 000 r Q z CaC y L ar' !t I � Y70O 7 a�D 4p9 N I N. M•. .. N N L a .. m H z L QJ a J w W O O WM. G a x2 0. 0 u7 • . _`o W O W 2 O W fAw « I ►+ U L Ac p I r a "" .+ �• .+ N O W O L 0xa f H f. 4 OZN U ►. u 06 O N W L # Q x CC J 2 2 O W Y►p.OM �F- I- p M O 1 ~ � f2A 02z x QN U " 27 = •• J It 4. w ac m •• OC W 2 m W W w fl OC H O` W a .. ►. xr1% s 7 •- =w � ►.4 y p U U 2 7 N C N " xI- ~ nww u\7S 2 = 2 N 7 aim m W 00 ►J.AA J O= a W O M L J 2 ►•OF rN 2 � x W hW- 4c z ti m� �- SGiO WN W OC H.. 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W C W iC Q L C6 O O 0 n f N M 0• f f 0 0 N n M •+ '0 m n m N N m 0• O C4 0• n M M S N Q U W r W N W N O N m C cc ex V' W N 47 .+ N cr Q a rc r 2 O O O O O O O O r O O 7 O 0 O O O O (.W o r o • o 0 zW o 0 o n W� m Cl'- m M O f 0 n pn d N M 0 .+ f •O • m 1 I I I I I I 1 1 I I I I 1 I I I I 1 1 I 1 1 1 I 1 1 I I I 1 I 1 I 1 I I I 1 W Q r T .� N M v n ,o n m o, M I N r W I CH2M HILL en Kineers planners econon115ts Scientists March 1, 1982 P15690.AO Mr. JB Bishop 1050 S.W. Barbur Boulevard Portland, Oregon 97219 Dear Mr. Bishop: Subject: Northern Access Deeign Alternatives to the Tigard East Commercial Development Preliminary plans for providing access to the Tigard East Commercial Development include tae retention of a portion of the existing frontage road the+t connects to the currently signalized intersection of Pacific Highway at S.W. Park Street. The existing frontage road is narrow, in poor structural condition, and the present geometrics restrict turning movements . The turning movement most affected by the existing geometrics is the right turn movement for northbound traffic into the frontage road. To improve the geometric characteristics of this access, four aiLernative approach alignments were evaluated: • Alternative 1--an alignment that will accommodate passenger cars and pickup trucks without extending beyond the existing right-of-way line and without the introduction of an "S" curve. s Alternative 2--ar- alignment that will accommodate a single unit truck with an overall length of 30 feet (SU-30) without the use of an ":;" curve. 0 Alternative 3--an alignment that will accommodate a truck with a 50-foot wheelbase (WB-50) without the use of an "S" curve. 0 Alternative 4--an alignment that incorporates an "S" curve that will accommodate a WB-50 design vehicle. For each alternative, it was assumed that one inbound lane and two outbound lanes would be required, with storage Portland Office 200 S W Market Street,11th Floor, Portland,Oregon 97201 503/124-9190 Cahle CH1M HIL I Mr. JB Bishop Page 2 March 1 , 1982 P15690 .AO space for a minimum of three vehicles in the westbound combination through and left turn lanes . These evaluations resulted in the following general observations and conclusion6 : 1 . Both the concrete block building and the wood frame building appear to encroach into the existing right-of-way. 2 . Neither a WB--50 nor an SU-30 truck can be acrom- modated without introducing an "S" curve into ' the approach alignment while still maii,taining an acceptable distance from the existing wood frame building (at least 10 feet) . 3 . If an "S" curve is introduced into the approach alignment, then even a Wb-50 can be easily accom- modated without infringing ;n the existing wood frame building. 4 . The approximate depth of additional right-of-way required to accommodate the v«rious design vehicles, with or without 3n "S" curve, is as follows : Depth of Additional Required Design Vehicle R,W ( feet) Alt No. Passenger car 0 1 Single-unit truck ;SU-30 ) 14 2 Truck-semitrailer (WB-50 ) 19 3 ,4 Attached for your information are scaled drawinge of the four alternative alignments . These drawings were prepared on the basis of information supplied to us by Robert E. Meyer. , Inc. However, we have not verified the accuracy of this information and therefore assume no responsibility for its correctness or completeness . Sincerely, Way K. Kit�on Project Manager WKK:ddw 262A2 • ti zdo RECONSTRUCTION OF S .W. COMMERCIAL AT TRI-METS TIGARD TRANSIT CENTER CONSTRUCTION WILL BEGI14 ON APPROXIMATELY SEPT. 29 1987. PHASE I WILL BE THE REMOVAL OF ASPHALT AND EXISTING BASE MATERIAL IN WORK AREA 0:1. DIRT SUBGRADE WILL BE COMPACTED THEN ROCK BASE INSTALLED ANO COMPACTED. PHASE II WILL BE INSTALLATION OF CLASS 'C ' CURBS. PHASE III WILL BE THE PREPARATION OF AND POURING CONCRETE FOR THAT PORTION OF COMMERCIAL STREET. PHASE IV, ONCE THE FRESH CONCRETE HAS REACHED DESIRED STRENGTH, WILL BE THE REMOVAL OF ASPHALT AND EXISTING BASE WILL BEGIN IN WORK AREA 1:2 , AGAIN DIRT SUBGRADE WILL BE COMPACTED, THEN ROCK RASE INSTALLED AND COMPACTED. PHASE V WILL BE THE INSTALLATION OF NEW ASPHALT ON COMMERCIAL STREET . THIS WILL COMPLETE ALL CONSTRUCTION ON COMMERCIAL STREET . PHASE I = 2. DAYS, SEPT. 2ND G 3RD. PHASE II = 2 DAYS , SEPT . 4TH G 8TH. PHASE III = 4 DAYS, SEPT. 9TH9 10TH9 11TH9 14TH. CONCRETE CURE TIME = SEPT. 15TH G 16tH. PHASE IV = 1 DAY, SEPT. 17tH. PHASE V = 1 DAY , SEPT . 18TH . THIS SCHEDULE COULD CHANGE DUE TO WEATHER OR OTHER VARIABLES . TYPICALLY WORK WILL OCCUR BETWEEN 7:00 A14 AND 4 :00 PM. OURIVG THOSE TIMES WHEN WORK NARROWS TRAFFIC LAr.,-S TO LESS THAN 1G FEET, TRAFFIC WILL BE CONTROLLED BY FLAGGERS. THIS IS ANTICIPATED TO HAPPEN ONLY DURING ASPHALT REMOVAL ON SEPT . 2ND C 3RD9 WHEN POURING CONCRETE ON SEPT. 14TH9 AND DURING COMPLETION ON SEPT. 17TH & 18TH., AGAIN THESE DATES COULD CHANGE . PEOPLE TO CONTACT IN CASE OF EMERGENCY ARE : MIKE PHILIPS9 SITE SUPERINTFNDENT SITE PHONE 639-527.49 HOME PHONE 1-994-8383 BRUCE SLAYDEN, PRESIDENT SLAYDEN CONSTRUCTION 1-749-1869 OR 1-749-1970 RICK FRAME, VICE PRESIDENT SLAYDEN CONSTRUCTION 1-749-1969 OR 1-749-1000 r ' O M CG��LIYJC��O^ I��1tN� , �,o•.s� /�.�Q CA QH 7 ,11",...,.A r C v.r .oSl.� T UCT A9 CONCRL'T E-Y�l TI� WITH SECT 1- 1,1 ���1 1,To! 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DtETA1►LE MIRK t N(.� P�AtJ wtt� DE — 5 MAR WILSEY & HA I, W MALIF-K ��, TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON -- -- --•--- --- --- DESIGNF I) - ,�� Pf111�'-�- �� TIGARD TRANSITF�A'� 1CENTER - --+ -- -- -- ----— _ c�F��G`f��v,�p f R I ME I ��— � L. SALMON � 96?8 �DRAWN � � WILSEY & H,�M �'TRAFf- IC CONTROL PLAN DATE W& .H —_ G���IRtl3uR (t ( _ ` TRI-MET ,CHECKED l)ATF \ � __ __ _ -- -- -- -- - -- ----- it _141 521 S. W 11th AVE. 4th floor V (_./ C._, Portland,_Ort 97205 _ S_(l_3 227-0455 No DATE BY APPD REVISIONS _____ __ APPR VED [)ATF SIIHMITTF parr — APPROVFD ATF ti('AlE DRAWING NO. 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F. H.1 CONNECT OWNECTTO EX16TINC .••-- // E-C—)VE'5 - (o" SEKu LGE E)cTE.w0 0 20 40 Lill x 45' ELL�HKU�bT ISLOCK To EX15T VALVE I00210. 18 L F. 12 '1 CONC Q �aL = 040'/0 Ex?eNn V"n.T. rlrET VALVEIo" x 2'/z" TAIL STA.O+UO 55 55 - 55 55 R n � L�L",ANhON 13Y CITY Y- � INSTALL b WYE STA 0+00 `l.` �_��__ _ C, S METE �� .f �J b" 1 E - IIoZ.10 (WEST) - - �� / I �aTO)eM M H �� S 2" WATEK METEK / �� (15`f CITY I RIM EL = 1104.4 + _...� .. .r - I Il " I.E IN )LZ 150 E)(1,57 1 E .OUT = 162.319 i INSTALL SA N. CLE,6,NOUT O STA. Z + 13 KIM EL. = 11.48 V w >< loll TEE EXIST. F.H. ADJUST _ t3A FLOW f'REVEN EW �:�4" COrrEK + Z I METEK l'30X - ---- - ---- (SEE N17SGA1•E � AN TEE KELOCATE F.H . `c' i/4�� . . I I O' L5 E H I N t1 510EWAL V1z"x *4117w-r w/5/411 •��� POKTS TO FADE SS A` CUKS Si'Or 5EE 12ETAIL ICOMMEKCIAL ST. f� �� r �► 4- SEE ^ T / L"� KIECESSEV I•-ICSE _ < C`8 !3113 bETAILS _ _G.15, KIS EL = 8.00 T b" I.E . = 1{,4.12 OR �0,, r � � C.'I°J. iCIMEc= 11.d.1.b rO/ O c.-8 A-1 3 to I.E . 1{..;,50 `�.. TA._, •� c �, ,,,��-.,� � i I o p 57A. 3+33 1011 TEE �O 00 -� C19. KIM EL.= 168.16 - -` \ _ 41 L F V"CON IO SS 30 LT, to"CO NC, I b° 1.E - Ib-7.00 v+ " OSIL,w4-30.1e �' I 4h pErcFo►�A`fEb P-IrE -- a 0 574-3+840 S_ TA.4 4 OZ 4-4 t ''OKM M•H. r<EFEIZ TO SHT. ME-4 F,b (ol' x.IC "'T-EE - I FOK eLVC SEWEW- ,,--� KIM EL.= 165. 15 5T 04 j Ion I.E. IN CE)z r 3 I IN IN-5 A,LL U AN SEWER \��\ 7 j F bni II E. IN L5.1 -IN ) I ,'17 KEGE5SE17 HOSE 1 Q i s Ip" 1 .E,OUT CN) - Ileo.1-1 ST,�.LL SANITAKY SEWEIQ IZIM EL.= Ibq. SE VF-TAILS 1111 I GLEt,WOU,U E Lou )( Z2 z•�tt..----- '/z" E.L L -7 p S 4,11 KIM cL. �M I = 1103.01I 16.N.64 I ` a .00. CpNc. V1 Z2 L.F. l0" 0 5L. � I.OU�a Y 1.A# - 3/4 corrr-K ELL • KEGESSEh NorE dl� IM: �- '+" ._-.__--_-.+ SEE UETAIL5�i �(L*) - G-a S0L.ITHEI1ZN p,ls,Cl iC Ie,d,ILi20Ah C.5. RIM EL. -I1i1. leo C.5 KIM EL.- Ilob.lto 1.E. = 4104.401 ' 1 E. 1(05.E i- W W rs t� q-:: -j4 G4 . - . .. . . 3 lJOTE5 N I) VEKIFY 154NITAKY SF-WEK raEKV ICE I•E. AT STKEET AN"✓' 1!iUILt7lNq 15F-FOKE IN1974LLINC.� ANY S,4NITAIKY SEWF_I[ • �jUleLIfJC1TON N©C�THEI?N IZQ.IL_120AC7 Z) GEE L LANt76C: A 4i� LI CATION IOLAN FOK SEVLEE �oIZE. NOCATION . LEGE^PJI� � �� I���' 5 S Sh.NIT41TY 'EE'O,/F-K k P. STOKM sEWEK MAR 191987 W I10ZOFclOSE17 WATEK LIWE R - -- t71TCH GEN-T E Iw LINE VYILSEY & HAM, INC --va- WA.TEK VALVE TRI -COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON ES l3Q,UEK E�4D PRof�S, TIGARDA DESIGNED DATE c� 11�� 3 ' � CENTER L 5ALMON w 9628 `/ DRAWN !DATE 6 ♦ . /�� �`/ �/ �� Se°� Shf'i' /„ RECON, , :� X11 — CHECKED DATE ` ��y l r �� TRI-NET -- SITE UTILITIES PL V IREVISIONS APPROVED DATE SUBMItTEO OATF OVED APPRDATE SCALE DRAWING NO. .. ��.� G-5 87-291B ST . OPN PERY, -- 13 OF 16 » '' _, r . ,�:� ._,.. . .. � - . -• . - �-i''axw`". T.+ . �,••. �� ---a�e�r----»,�--_,.,...�__�.,,.M.. _ _...._ � :,"."_",?' ' „-w„�.,,,•.,...�...,_..•.,._ II� 111 III III'i11 111 Il 111 1!1 III tjl 1!1 IIr 1�1 irl �!1 1 ) II1 Ill I!I 111 I!1 1)1111 r�r 111 1!I (!1 1!1 Ill Itl I!1 111 I III III III 111 t!1 rtl 111 111 111 111 111 11' , I I .,I 1 1 I I I I I _ NOTE: IF THIS M ICROF I LME D ► ++�-- I 2 3 4 5 6 7 H -9 10 I I 1 , DRAWING IS LESS CLEAR THAN THIS NOTICE;-IT IS DUE TO THE QUALITY OF THE ORIGINAL a DRAWING. OE 6Z 9Z LZ 9Z cZ 1Z EZ ZZ IZ CZ .sI •1 LI 91 51 fl EI ZI II 01 6 9 L 9 S b E Z 1"e"" _. _ �►lII11111111111111I111111! IIIIIIIIIIIIIII�)II�INIIIIIIII'11iIIH1i�NI11{i1NI/11�111NIIINIII1111111111111111111111�II1i1'IIIIIIIIIIII111111111J1 IIIII111uIllulllu11u111uu11n11u1111utllutLott)GW�lul�ll'1I11uI1n1111nIuIII1tt111W1�1Lluu�llullJll�ttltlt11u111lwhIH MARCH 28 1992 a • c o E F G 12 H 0 If 2-� 2' -PWOFILE OF PAVEMENT ECCE SHOWN ON COMMERCIAL STKEET SIDEWALK I-LAN � PROFILE 'BHT. C -Z C( _ VARIES *_T014' I- VAIQIES IZ ' TO 18' I IZI K/w vVIt97H VA.KIE6 L 8 6EE PLAN +Ir '✓- EE I"L_AN - -- - - ----- -- SECTION 0 I - KEY A VETAILEP TO I�'NZOPEK?T LINE --- J�7I,JT N Y 41 r CON�TI'i'ACTION 1 I 3 -1 Uk1LE✓s NOTEb '�LOI'E A�. 12EQUIIeEd 1N I?_ rOT EKE 15E es..C. PAVEMENT TO MATCH Ex15T C _6 rl , 4 _ KEY 5 t�E?AILED I W - — LoNC,ITUDINAL TIED101KIIT SECT'1oii �� rAVEMENT4 `� ' � loL ( IN G210 Pc 12 t�ETAIL-[� FOIL 130TH , u I n C-li I - 411 F1 ` . 1 J _ I PC.C � A ,G C-6 3 - (o -O j �- MATCH EXIST _ _ • PAVEMENT / p/�ni CONTIeACTION FT. - - -..._ �_� • ° /= - -- e f� , J O INT / -- o n,' "w ! '. 'e ",• $Y — Z11 r 3/41, _Ow CKCU5HEL7 DOCK - - -._ ------ ---------- , ° ' - -._-n — - LEVELING GOLD KSE - -- - 4" f�KE - MOULDED 3 °o • ° EXPANSION P CONTI?ACTION JOINT Q EXt�ANSION JOINT PC.0 PAVEMENT ` FILLELOGtTIor� PAST PIeOr'EKZT7 LINE • . IZ - '17-1' THICK SECTION PEIF'. . Ex t�ANzIoN JOINT MAX SpACIN� SHOWN ON SHEET C -7 A.-1 I ---GONGRETE TO A.0 t�ETAIL - 12_ PAVEMENT TKNNSITION GONCG�REAKINCr 57KEN TN TO Ar'IeON aLOPE G E1.lTIIZE LENC,TH �, ENt2s = O,O'7 Zq / u LSE 3000 I°S.I . AFTER Za, hA`(S . FOIA SIDE r�AL.K 9 J e SEE bETAILlo_ FOIe I�Av'T ♦ _ SECTION �_---' NOTE%%=/_ -� 2 TYPICAL STREET SECTION /" _ - Q � / 3 COMMERCIAL STREET SIDEWALK SECTION CONCRETE SHALL HAVE A MIC_ 6 NO SCALE C_ 6 NO SCALE N L3WEAK I NC, 7?1Zr=NGTN OF' 4 500 FSI AFTEIQ ?_5 t,>a,YS 2 SECTION A —A PARKING LOT DRIVEWAY DETAIL C-6 NC SCALE • LONC,ITUbINAL TIED JOINIT F'r=.iZ tJErA.IL�9 --_ TRANSVERSE CONTIe[aCTiON T-IZANs�'EtzSE C.ONTKACTION G- JOIN? pER I'J'ETAIL_LO JOINT 1"E1Z PETAIL (r�� (D TRAtJSVE12SE CONTIeAGTION ( A.G. TO pC..0 JOI T E C-lo �YPj C-b V ' C,UTTEIC EtPGE JO(KIT PER OETA11-e o� ) SEE SECTION i Z) COLOREDS' ZI LINE \ I C �1 t_ONC,ITUDINAL TIED � . * JOINT PER PETAIL � ON KAb NG PILAW �✓I_.:2.00�/ �I FLOE W LIN I \ T FLOW LINE LONGITUDINALTIED JOINTS FLOW LINE - I 1 I i C,UTTEW EP(CE , • J I - GUTTER EDGE LINE PER p ET A I L 8 O�; -- -- •-�-- ---- - 1�� �---- ---- ' , L I til E - - -� �- — C U KC kf LINE 1 V \�7L O (01 - _)CEI"�, �y Jk 4 I Z" KZEINFOIEGEM':1JT O - EACH WAY WHK2E INCICATEt� \ 14 �KZOPERT {' LINE ISE 1-AILS L4- C10 GONSTtZUCT I2AM�' - � �►PEt? ILEI-41L[$�C--7 �J- - CON'5TKUC.T AMPTIlAN5VE12SE CONTRACTION GoNS-1IeUCT GUlet3 CI TGONSTI';UCT 'KINIMI0 AT b`hz JOINT '-EK PETALc0�1 @ A/z FON- FUTI_1KE RAM6IDaIVEWAY SECTION \ G -� GONSTI?UCTION C- 6 NO SCALEISE K bET AI L X8.-1TIZ4N5VE125E ----" LONC, ITUb!NA�TIEb JOINTS FOI?CEC> GONGIeE�'ECONTtzACTION JOINT L PEIZ t3EGTIONPER PE.TAIL 10 PEIQ r7)ETAIL. `1 c-b \, c-lo I C -I0 \� �) t?EI eF PER ' CC>NCr�ETE \_ 1L \ f�A�E SLAB ICER C3EG`TION C b R t R5 IN LONC,I7L431NAL TIED MORTAR BED ` ,\ Z JOINT PER VETAIL� 5 EAST DRIVEWAY DETAIL Gid NG p aN`""�" .�--_ - - � y G_e NO SCALE r R SL. Z•00% 4 WEST DRIVEWAY DETAIL C-6 - .�-- C-6 NO SCALE 67 CONETKUCT 5TbW TF- .CL.KIS I --- :_ - I°'aule ZNv PpUK PLAIN t�OWELI5AIQ CENTEREV Ex"'AN51oN JOINT WNc1eC cl II�t3 �OINT SEAL,d.NT r��:F: __-- n n � i . --; b (, ON JO(KIT 4c IZ 1 O.C.9aPACINCI IS NOT IDETAIL I1 ~ � COATED 70 rrEVEN-f f30NbINC, TK2AN5VEIZSE _ --- �4i1 FORMED OR SAWEr� JOINT G-b II CONTRACTION JOINT - FILLED. ✓LTH SEALa.NT TO '/q u - I w- 07 1] t'Et�� 7ETA.ILC_lo � I� HEKWI�Eid_I I L I" •� _� s 44® IZ11 BUB PARK11,464 -- --# 4 0 IZ " IZEII-JFOWCr_MU_QT #4 BAR- 5US ,�'" 0t" --'y DRIVEWAY SECTION x Soy - -- LMAR 1 1987 1+0eMEn TIE L3Ale I --� EACH WAY WHERE IWV1r_ATEl� PARKING ONLY .. CLASS 4500 - - N IEte�r� oN JOINT GN DETAILSL� (.7�C-!o m CEMENT CONCRETE C_6 PAVER ALTERNATIVE \% 1LEEY & HAM NC • rFo TRANSVERSE CONTRACTION JOINT DETAIL - b NO aCALE 8 LONGITUDINAL TIED JOINTC _6 No C - 6 G E POUR ®ETA--I�-_ 3/B" ... .�- - _-- - L� ' - Ams , I'iZ' CL °C" ASI°'►{A GONG. K�AVEMENT 1�OUKEC JOINT SEALANT irk S Z 1%z'' GL. S 'I Iy311 45PN{S,L-( iC GONG. pAV MENT NO SCALE MATERIAL GONSTWUCTION JOINT _ , _ _ 3 n_ h — `�- V4 ' FoleMEb OK SAWED �12<�oVE _�r �- --- _ sAWEb JOINT c �olC IpEINFofQCEI� -- � 1 FACE ,4 O CKUGHE:t2 IZO(=K �C?UIeEb JOIf•JT FILLED '• 10 .4 CLIK6 ` NOTE 2a�1° - -•# 5 K 30" r-.WTet` IEa 34,1 _ pn - IZI' - Z"-011 GItLtai{Eb �'OCK FILTEK FA.13PCI(, MAY 1201•'E O K Comp ---- -- --` � T I F E3 A I? FILLEt? TO WITHIN JOINT, pAC h �lo'N 1! N _ - _ - - � � 13E INSTALLED FOK ,- -�'LAc E TAME Ol3DTr<>fr1 SU13CiKArJE COMP-ACTE1 GKUSHEf7 t?OCI� ADbITIONALSUB-GKAVE I"<�F S',UK�FACE - -- ------- SAWCLJT cele FOICMEC� - _ � -- - 1 '�F SEALA,NT RESEIeVOIKZ "1-c�q5 �/a CSF AA SN 'TO Tqq � 5tA131l.IZATION IFcoM- J O I WT 1/6° TO 1/4 11 W I D E CMAX� - ----- ---------� 7r71�T,'.'--,,.r_------- _ ----- - FACTION CAN NOT �E J _ LONGITUDINAL TIED JOINT DETAIL 122 PCC PAVING SECTION - Su�CiKZAtDE COf�ir�,�CTEID To ArH1EVEC�, AT THE - ---- q5 % OF AAS HTC` T -99 bIRECTION OF THE C -6 NO SCALE - -- ----- ---- _ OT� JOINT SEALANT C-6 NO SCALEC _�:, �,�� ��cALE ( 1,3 _ - COMMERCIAL ST. AC PAVEMENT SECTION Et`,�INEEIK C -6 NO SALE \N �AUEIC' �� ATRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGONTIGARD DESIGNED DATE (� CENTER DRAWN— - - — 'DATE W/ L � WIL,SEY & HAMPAVIEMENT DETAIL- ° °" &TRI=MET CHECxED DATE G(� 521 S. W. lith AVT:. 4th floor• /55UEb FOR B/t7 - p';`i' �B Portland, Oregon 97205 503 22, -0455 DATE ev AMD REVISIONS APP OVED DATE SIIHMITTED TRATE APPROVED DATE SCALE DRAWING MO I I� E . No. 9(0l� � ( cz<�� �. �'>I_xcC�? 1 �� Nn, E-.t C�'6 87�-291B ',T . OFN I'ERMI'_ :; .. . --- _ _ - - - 14 ' F 410, ANNION& '•"'°'��1++.:: as'i...- ' ....,....--_..,�y�,.,,,,,,,. ..__+,,,�,,,,rw, .: _��,. - _.,,�I'N"ti'�.r'"""""7e- 4M�Y0;.. ., .,:- - 1;f."> ° ' .yin .....�i,p.. _.....- a......-...., .; •�- _. II)�,I111+111 1111111 11111/ I)II�II 11�1�1 111 If Ir l+l 111 �11 1111 1 I I I I �" •• I I I I I I -I----�— I . jI1 � ' -I --1 . Il1l 1l'lIl1l 1l1lIlIl IlI_lI III(11 1+1I1 II(1I11I1III 1111111 11111111 2 4 5 6 7 9 f0 II 12NTE. IF iHIS MICROFILMEC - __ I ► DRAWING IS '_ESS CLEAR THAN .. THIS NOTICE,-IT IS DUE TO I T►+ QUALITY OF THE ORIGINAL DRAWING. OE 62 62 LZ 92 aZ 101 CZ ZZ 1Z OZ 61 BI LI 91 SI bl EI ZI 11 01 6 9 L 9 G b E 2 1�►���" y %IIIIIIIM11111111I1111111(IIIIIIIIIIIIIJII �INI�III;�qI� I IIInuI11uII11lI+ILIiNUIl111I1111III 111111I111111111I11IliIIllIIIIIIIItIIIll 1IIIIlII111III1lIIIIIIIIIIIIIIIIIIIIIIyH)11llIIII1n11nIlInIlII111IIIIli)WIWIW�llll�lllllll11L1I111INf1 V, MARCH 28 19 '- ) 9 A B C D E F G H — r 2'' IN AREAS PAVED WITH ASPHALTIC CONCRETE PATCH PA - ENT WITH SET FRAME 8 COVER FLUSH WITH SURFACE IN SEC?ION C-(o AREAS PACED WITH PORTLAND CEMENT WIDTH 2.5'(MAV CONCRETE - CAST ,j FRAME 8 COVER ON WITH LOCKING, COVET[ TOP Or GRATE AT LEXIBLE JOINT-DEFLECT _ i' 0.. OD I,-0' ) ALTERNATE _ - c \ �IdKOOKS M017EL IRT JOINT -�------�' . } ' PIPE I /- 4 RE©AR -- AS REQ�D NOT TO EXCEED PLAN F '- GRADE _ >x MANUFACTURERS SPEC ," A c STANDARD MANHOLE - - - - --- SPHiA;T IC CONCRETE QR FRAME 8 COVER --' --_ '- =---- _- CONCRETE PAVEN=HJT " --- -� / FINISH GRADE 5 •� ___ _ • . CONCRETE - - - - L - - - 6" AW COLLAR SET FRAME GROUT -� PAVING SECTION, - - �_ 4 CONCRETE EXTENSION RING a PER C:-(o 019 C-1 7- Ir;; IN MOP,TAR I 61 INSTALL AS REQUIRED TO BRING u I a• MIN •�A,�PROVEtI 36' MAX MANHOLE COVER 8 FRAME TO `S 1� \Q ,� 6 MIN �� NOTE ~ w * ';;. �� DOUBLE LAYER OF TARPAPER i,F,'ANULAR ALL, JOINT: TO BE DESIGN GRADE -MAX-MAX 3 RINGS �� 4°�.� 2 iMIN OQ` D; b�, r: TO PREVENT CONCRETE MATERIAL L. LYNCH CATCH saS,N MAX 12 000O c BONDING TO PIPE RAM NECK JOINT I r•-1 ; > � �� •G� ,+'• j;°; •x • MATERIAL OR - ECCENTRIC MANHOLE TOP °� 1 1 , a ?e x 24 0 NS DERAT_ EQUAL �- APPROVED EQUAL 1 REMOVE BELS_ THIS `�--- - ---- Q v V,�' ' ;� `c ., -^c•` OR ? SECTION —J PRECAST REINFORCED CID - T „ - CONCRETE MAN14OLE � � -- ,� _- ORIG-NCL _� 4„MIN - 1'-0„ M"NHULE RUNGS 12 OC SETTINGS — SHALL BE 3/4 DIA i _ _ _ �RJUrvO cOMPAc•rED BEDI:ING z ASTM A 36 STEEL - �- 6I�?'� I `� '�; `_ �iP£' .'..ONE AND . .w >, ,r - - BARS GALVANIZE) „ ,� ', ' , N �,/' ,`. dA�r;-, _! MATERIAL . ,Ir . ~ ;., �'•° AS SPE,:;FIED I/8 BEND IN CONFORMANCE ___ oz ` r 1•E, A'S - CONCRETE T1, ASTM 123 � � ►= ' ° � t: � IINOTEt7 ON �`_ - . 48'� '+" � �> � --DENC� A5 ICEQUIKEf� ENCASEMENT ' Q1 \. FLAN TQ MATCH SLOIpE v1 -46 12' i I 12'• ; �, r BC ' 3000 MAXMAX 6„ MiN ! I I 4• '' '•,', , l;.o -` q'-o'CRUSHEC CATCH BASIN DETA! L A�; z —ROCK C-8 N T . j r� N(` E INVERT AS NOTED ' r• ON PLANS �( � tJ•G' p Jo O I ALL CLEAN OUT PIPE SHALL BE • ,l, „ , �11�KEL BRONZE Vit” 5G?UAKE _ �INIZN TNL TY10E OF I'lIIvE USEt2 FOK •• ` ` V•a� 6"COMPACTED `-CLASS C BEDDING NIK4C:r= � THE MAW • ' j ,�� '�' _ ,' _ ___ f _ _ COVFC -- — cc E PLANS NS FOR SIZE OF LATE RALGRAVEL BASE NCH DETAILTYPICAL SEWER TRE POURED CONCRETErT shASE C -8 I II 5 STANDARD CLE ANOUT3/4H05E ._ ' CONNFGTIOIJ I C-8 NTS FARM GROOVED INVERTAND MAKE SURFACE SMOOTH T3 DIRECT FLOW PU410E J' STANDARD MANHOLE .-LASS 3000 -3I4' _ GONCKETE '� SMI TN MOt7EL ��810 FRAME AND COVER GROUT C 7 sr F NISH C- 8 N ' b � _ � SALVE � VALVE OX GRACE --- 4" CONCRETE EXTENSION RIt:G - -- ;'•'r.• »•: -, I SCE t�ETAIL FOIL T.'r"" ; -�_ �KIGk hAVER IN AS REQUIRED TO BRING 3 �_'t _ _ ' - -1-, ,MUi�TA,K OEt� I LOG47ION MANI+OLE COVER 9 FRAME M j DESIGN GRADE MAX, 3 RINGS e • • • Z �' • 1 J� OR 12• MAX. B" MIN. • , , •' HOLE "-FLAT TOP SLAB \� o • ,- 3° C1IA SHAFT C 4b � RAM-NEK JOINT MA TERIAL OR T5UFFALO TYPE ALT. GROUTO 0 4 I r, EArEV H0E13 EOUAL �J ° ' GUI•:I� VALVE P>OX \� l �1 . o ITH FEMALE TNKEAt� 'D `�- / N ° • • c' , FILET (MUELLER 4-1 8Z9Ie'- ,�,! 4 '-- STANDARD 413" MANHOLE RISERS I , _/' GOMIAC7EG C�1C4LIULAI[ x • i2' MA MATEWIAL BACKFILL 3/4" /4 '' G/�LU4NIZE1�corPEK , 4� 6 STANDARD LID I_.., C`jr-5-1• 4AS1470 T-99) plpE (ICON PIPE �I • • I'/FT SUPE I 7 B«I 24---�/4 — y--� r - �- � ---n (l 3'+ ° G0rrEI2 TO FEMALE . . ' r �."- ►^T- ---- , V_ -_ \ _�J 1120N PIrE T1­IKEAt7 ELI. •. , li __ > , . ° _ ' _ 6" MIN 1 �5„ �__-- x/411 C U Ie Ps J l Ori' , �- � • ---------- - I WITH COrPEK 6" COMPACTED GRAVE •: F. I-TING,S7 RECESSED HOSE BIB POURED CONCRETE BASE 5 SACK MIX , 2500 PS I } 6 CURB STOP VALVE DETAIL _ � 8 SHALLOW MANHOLE C -8 NT `5 r1 STANDARD MANHOLE_ C -3 FRAME a COVER NTS i I .. 5 MAR 191981 1 WILSEY & HAM, !NC ' t - - -_ ----- --- -- W l3AUEK TRI -COUN i-Y METROPOLITAN TRANSPORTATION DISTRICT OF OREGON ATE o;R�� TIGARD TRANSIT CENTER DESIGNED D TR!-NET - - SdLMON - DATE OA28 T -- XVII SFY �. 1:�tiI UTILITY DETAILS —_ TRI—MET DnnwN %a, -J C a CHECKED DATE • _+ - , -- ---- - --- _ __ _ _ ----- /' ' QI• 1 YI �!►, 521 S. W.. 11th AVE. 4th f!r,nr _ _. ------ -- ----- •---- _ I55uE0 FOAP M/C7 W - -` -- r - - -- - - - --- -�- ~�- ----- - APPR ED DATE SUBMITTED DATE APPROVED DATE SCALE DRAWING NO. NO DATE B� APPD REVISIO► S /i C-8 87-29 1 B ST. 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