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93RD AVENUE & SW LOCUST STREET FILE NO. 3HF-Fl STR. OPN. PERMIT_ LOCUST ST. S.W. , AT 93RD AVE. ` CITY OF TIFA RD June 8, 1990 OREGON Mr. D.:,Yid Blake Trammell Crow Company 10260 SW Greenburg Rd. Portland, OR 97223 RE: Street Opening Permit No. 348-89 Assurance Dear Mr. Blake: In the matter of the $10,200.00-Agrgement_with Dep2sitor and Trustee (Account L 6022251 between - Trammell Crow Company and Seattle-First National Bank and the City of Tigard, Oregon; this is to serve as written acknowledgemer:t that since all public improvements assured thereby are complete and acceptable to the Ctty, the City has no further interest in said Assurance _ and, therefore, declares that this ar3surance obligation is released. If you have any questions regarding this matter, please contact John Hagman at 639-417'. Sino4rely, __, C Randall R. Wooley City Engineer jr/trambl.ak,.JSH 13125 SW lull Blvd„P.U.Box 23397,Tigard,Oregon 97223 (503)639-4171 --------- CITYOF TII APD ,r OREGON May 15, 1990 vt Ann P. Creswell' Trammel Crow Company P. Box 5396 Poil.land, OR 97228 Re: Street Opening Permit 0o. 348-89 Lincoln V (Locust Street) C:;:!:� ^_:.c. Dear Ann: We have completed inspection and, as illustrated or, the enclosure, found one driveway apron to be defective. Upon correction, cintact Mr. Carl Vieweg at 639-4171 for reinspection. 'Uso, please see Mr.. Vieweg s comments on the enclosure and forward them to the pars-:n that performs the actual. corrective work. Sincerely, John S. Hagman' Engineering Tech Encl. M br/Locust.jsh S/3 1 ' cep v�t -ab rcc�e.� ( � acc.ep 13125 SW14all Blvd.,P.O.Dox 23397,Tigard,Oregon 97223 (503)639-4171 --- Lr1Cus r v A, ell, I �v 07 Qj x 7Z I r� l �ao0 c9 J\ 04%24/90 15:51 $503 684 7297 CITY OF 'TIGARD -- @1001_ ACTIVITY REPORT RECEPTION OK TRANSACTION # 4709 CONNECTION TEL, 503 2.93 9409 CONNECTION ID TRAMMELL PDX START TIME 04/24 15:51 USAGE TIME 00' 34 PAGES 1 90 04/14 1 40 1 RAMME;LL PUk Post Office BnY b396 10260 SW Greenberg Road Portland, Oregon 97228 Portland, Oregon 97223 503/245-9400 April 24, 1990 Mr. John Hagman City of Tigard 13125 S.W. Hall Blvd. Tigard, OR 97223 Re: Street Opening Permit 348-89 Dear John: Please accept this as our formal request for an inspection of the curb cut for Lincoln Center V. If at all possible, we need this clone by the end of 'iie week. Thank you for your cooperation. Do not hesitate to contact me should you have any questions. Sincerely TRAMMELL CROW COMPANY Ann P. Creswell Assistant Project Director PAs Post-It"brand lax transmittal memo 71171 r e�p�pn► / KPFF Consulting Eng' ws LL,IEUT M (MI MRAOSTA UTIM L 707 SW Washington Suite o00 PORTLAND, OREGON 97205.3518 DATE (503) 227-3251 ATTENTION Fax (503) 274-8029 RE Y TO _ Ciry OAF .�L� - - o L& -- ---- --- ?:vAK i), C R 97 Z z 3 ---- - - -- WE ARE SENDING YOU XAttached C.1 Under separate cover via__.__ _ ____ _ —the following items: I Shop drawings X Prints Li Plans Samples Ll Specifications Copy of letter ❑ Change order COPIES DATE NO. MCRIPTION A S L r L C-Ar/_Qh( d�)rK/N(o C�ARA�+6 THESE ARE TRA14SMITTED as checked below: r For approval ❑ Approved as submitted Resubmit -copies for approval For your u!e ❑ Approved as noted Submit- —copies for distribution As requested ❑ Returned for corrections I I Peturn Corrected prints I ! For review and comment n L FOR BIDS DUE _- --19 _ O PRINTS RETURNED AFTER LOAN TO US REMARKS -- --- - -- -- — ---WhIlAil 119 L, CaltmuN4 De"Winent COPY TO , SIGNED: nlppU AI)3 k.saw use.01411 If enclosures ere not on rolled, kindly notify 41s at once. � - t I i _ � 1 1 I tc � I I cc I +i +i dui I U N N �.._ w 0 I Q ° � CTI I I I 1 kpff cu.�sri a.p�n DAAWN Pt toMtl. DAfE [),'1 AW INt: r.rl APPLICATION STREET IMP" 'EMENT/EXCAVATION COPY TO•).FILE ORDINCE NO. 74-14j (YELLOW)-INSP. (I NSTRUCTIDNS ON SEPARATE SHEET) (PINK)•OTHER AGENCY (BLUE)-APPLICANT APPROVED 'X APPLICATION NO 39-3 __._ -. NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT. s 408.00 . PENDING FEE PMT. ❑ CITY HALL RECEIPTU. 10- xj S—_--T PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT Bv�-- — DATE 11/4> _ _ PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BON FOR STREET IMPROVEMENT/EXCAVATION AS RE61UMED PENDING INFORMATION El FOR u PENDING VARIANCE ❑ EXPIRATION ATE: _O PERMIT NO 348-85 DATE IS-,UED /G x _'1.5=: BY ( 1 ) APPLICATION IS HEREBI MADE TO EXCAVATE FOR AND INS'•i ALL Two__dri�eway appro Ches_-&__Une s=anitary sewer tap AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT - Trammel Crow Co. _ 10260 E,jd� rd �� reenburg-Rd. Tiga , OR 22��__ __249-9 Q NAME ADDRESS CITU PHONE CONTRACTOR_Baugh Construction Co. PO Box 767 Beaverton, OR 97075 ,__ 6-�-?500 NAMft ADDRESS T CITY PHONE PLANS BY __Per City stand__ards_& specifications _ -_ NAME _ - ADDRESS CITY PHORK ES'T'IMATED IMPROVEMENT TOTAL VALUATION ( COST): S 10,200.00 DOLLARS FOR OFFICE use r-MIN. (2) EXCAVATION DATA. _ _ 0.04 x f 10 t2Q0.00 x :_408.00__ STREET _ _ DESCRIPTION _ PROGRE,SS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE. LENGTH WIDTH DEPTH ITEM A QUANTITY — STREE� P N jD EC S.W. L cult St eet ee attached plan/spc es R F_TION — Q U -- E ESTIMATED STREET OPENING DATE:_ ...I S T — ESTIMATED STREET CLOSING DATE: - 1__.-L E ----- - D STREET (3) SECURITY NO. SECURITY AMT $ 1Q,,2QQ_nn - CLOSE ` SURETY CO.: _ FINAL C,v, CERTIFIEULHECK ("I CASH O SONDX INSPEc. (4) PLOT FLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEA'ruRES; EXCAVATION LOCATION AND EXTENT. 1. Notify City : n rpector 639-4171 1 I prior to starting work. I 1 9. 1 1 I I 2. Traffic control to be provided I I N 1 I for by contractors per_City (Maculal on--L1nifor•[n traffic Control nngvices_) Locust St•rac�_ f - -- -- Z— J. Excavator must cotnply with z x -- "'� ►� _ _ _ --QM-752,541 to 757.571. • JAS — — ,'� XK v I I 1 I NMI' d'r CdsI ,. .SDR 8`�-7��s►62b� _iii — -- (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 'rHE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE,i "�C ���G+..� DATE��1_ L / APPI ,,.ATION - STREET IMPROVEMENVEXCAVATION COPY TO: ORDINANCE NO. 74-14 (WHITE)•FILE (VELLOW) .INSP. (INSTRUCTIONS ON SEPARAI E SHEET) ❑_(PINK)•OTI ER AGENCY A. (BLUE)•APPLICANT APPROVED APPLICATION NO.: . 393 NOT APPROVED El CI I OI, 1IGARD, ORLGON – PENDING FEE. PMT. [] CI I N' IIAIII, FEL AMT.: f 408-W RECEIPT NO.: In '5 d j •+ -_ PENDING ADEN SECURITY ❑ PUBLIC WORKS DEPARTMENT evt-_- �z_-I DAT �^ i) E �. � PENDING; AGENCY ''OK" ❑ Application and Progress Record - - - - - - - - - - - - - - - - PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAINSE UrJUjR BONA PENDING VARIANCE ❑ ANNUAL EXPIRATION DATE: one Y@(Rr _ PERMIT NO.: 34$-89 ---- DA i E ISSUED: - _L'- �= t r BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL(_ _l' Q.s:aC1>W'%Y aJ� s:hes 6 sru�: 3anitacy sewer tap AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Tra ow Co 10260 QGI 1^r 9 B�-S NAME ADDRESS .i�s3d.s?�._4li._I0 213 CITY — CONTRACTOR Baugh Construction Co. PO BOx -/67 Jeaverton, OR 97U7HONE5 NAME ADDRESS CITY PLANS BY _ P*r Citystandards & spe_fficati.on3 PHONE NAME ADDRESS —' CITY ESTIMATED IMPRO'./EMENT TOTAL VALUATION ( COST): ; 10.20U.QU — ---: - —.�.--_-_ .—�-- DOLLARS (a) EXCAVATION DATP�: --- FOR OFFICE USE: MON O0.04 0.04 X f LU; ?00.00 40$.UO STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME. SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY ITEM DATE REMARKS/TYPE BY STREET P D i.i1V. L U:: it oet e dCC .jjed lar) CS R TPC E ESTIMATED STREET OPENINGE: - ESTIMATED STREET CLOSING DATE: / L T ---- - __ E (3) SECURITY NO. SECURITYAMT.: 1n.�rn (k7 rSTREET SURETY CO CLOSED -,—.--- C I N A L - CER?,rIED CHECK - CASK ❑ sONb� INSPEC. lU-ZW•9U ��! (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL FEATURES; EXCAVATION LOCATION AND EXTENT. SPECIAL PROVISIONS / CONDITIONS: 4 1. Notify City Trnspector 539-4171 I ► I I ) 1 prior to ararti.nu work. 1 , _Traffic control to be pcovidea -- - --- ---..—N --�Iv--i--� _-•_I____ _ 1 1 for by contractors per City u a A - • _ _ _ - _ - - - - - - l i .. Gtanda rda (Manudi on Uniform Traff iQ Control Devices). �. Excavator must molnply with 01 - - ---- - - - _, , - - - �41 '157 541 to 757 5 ]�. wn rQ arras I ! I . ..SUR --3j•-12 aLxulies (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERM18 ION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-(NAY JUPISDICTIUN IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECUPITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, ANn T'O SAVE HARK;LESS THE CI rY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS, APPLICANTS SIGNATURS' '' G ���/ /' r •( DATE ! L J / I W 1 , a3noaddd �V) IN o ujnaj-st4o0 80 j.NN O .) 4 WQ Ipp��to W F O2m N cc0 O NW ulC Q II H �V I U °r 2W N f7 I O j O I , N N U _ H N M .00.0f.00 N 3•90 r!2 N M �t co ,£OL N N N V I 1 I Ci tNp M ID N O� O N II II O°0i o I t�m 1 O� � u � M N 2 W 9to 0 w� Z W ZiW I�0M NN00 S cd MN r`O Icr Z� CIO m 0 X W Q Z iAJ Z W U O w 4 w I 3 OZ O VpQ COI ,1n-II ~VxWU1 � W W N� LL V) M UgW O NZ _F Lj ii tn IN com M VLj NLJ WQ LN O N O ww ago Z LL. 1i a !a u II rn J " r zw zw o 0zw N � II \O r O Iq�,j r` 4 �Q> Of N O U CO p O N d f- N O 4 a)— CZ w z t� w U N V1 I�d II \12 � \oi L)r 1 ISza ��• �, 3 N~m w intiO `�v N N __.96'�Lt_ _ d 5Z = M .00.0c.00 4 c CO Off+ ----- —c 6"x 6" 10 GA. _ 40 -0" MAX. 15' -0" MIN. { R/W LINE MESH '— DRIVEWAY �I OPTIONAL w SIDEWALK LOCATION CONTRACTION JOINT B ��- EXPANSION JOINTS B SIDEWALK / CURB JOINT - EXPANSION JOINTS A 3' 0" 7' - G" MIN. 7' - 6" MIN. 3' - 0" I FACE OF CURB 20' - 0" MAX. 20' - 0" MAX. PLAN I - 1/2" EXPOSURE USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT. SEE DWG. NO. CS-306. ELEVATION B--B 1 lui 1 STREET . - 3 10 GA. MESH . 2" OF 'h" MINUS 1-1/2" ABOVE SECTION A—A I. CONCRETE SHALL. HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS , 6 SACK MIX . 2. CURB JOINT SHALL BE A TR)WELED JOINT WITH A MINIMUM 1/2" RADIUS ALONG BACK OF Cori. 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL, EXTENDING FROM SUBGRAOE TO FINISHED GRADE. 4. SEE DWG. NO. CS- 300 AND N0. CS-305. � DEPARTMENT OF LAND USE WASHINGTON COUNTY COMMERCIAL DRIVEWAY AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY Na �7 a� � �r. Res I,.� NONE DW-201 J ■ O 4 EXIST. SMH F'.IM=208.52 CONNECT TO EXIST. 8" Cl W I.E.=19 8- WITH 8 XH 8 WET TAP. w PROVIDE 8" GATE VALVE AND THRUST BLOCK -- EXIST. CB _ CONNECT TOXI ,T. MH RIM=208.13 I.E.=197.8 ^FC-.,F ; . f; _I.E.=205.5 Pr 7)1. EXIST. LE s fi MH SEE DETAIL OF I THIS AREA SHEET C4.1 / coi INSTALL RIM TO MATCH F INISH GRADE I i PROPOSED LINCOLN FIVE r FIN. FLOOR=205.5 INSTALL CO REMOVE EXIST. CB LE.=199.0 AND CO AND ,� of RIM TO PLUG EXIST. S MATC;1 FINNY' LE.-19Q 7 RADEr 00, -►n i c _ Al �� �' . I NOTE: THIS TYPE OF MANHOLE SHALL BE USED ONLY FOR PIPE SJZE LOCATE MANHOLE COVE OF 24° OR LESS. 6 FRAME UPSTREAM OF MAIN SEWER LINE FLOW AS SliOWN. � I STEPS I MAIN SEWER LINE •� CAST IRON COVER MATCH FINISHED GRADE OF STREET B FRAME (See Standard Plan ) SE T FRAME — RISER RINGS VARIABLE I N MORTAR (Maximum I' o" ) r•. --- ECCENTRIC MANHOLE TOP. d. PREFORMED PLASTIC GASKET STANDARD 48° / MANHOLE RISERS D � • 48° FOR PIPE 24° 4 ' '.��e � •' z ! — _-0 0' —COMPACTED CLEAN w � OR LESS , .` 1, ,•+ .�1 ;:, m 60° FOR PIPE 27Y WELL-GRADED 3/4"-o ,> OR LARGER _ �'• .' \ CRUSHED ROCK u rte' ��, - • •• UNDISTURBED EAR-1'H :��Y. ::n..:. q-' ';, �� ,-:•v-'�':':��.' ' SET IN FRESH *---- — o x:.'.;;• '•••-: :'.:4: INSIDE DROP: _ e . o 0 CONCRETE 8 b MAXIMUM 2'0" GROUT. 0 0 -' Oo VERTICAL DISTANCE,� o • ^�g4p" o �1 v0 a 12" LAYER IMPORTED INVERT TO INVERT MIN. BASE MATERIAL(3/4'—' 0) STANDARD MANHOLE Uf 4 Unified Sewerage Agency MIN. 3" A G INI 2 LIFT5 -- sAw cur — I STREET AREAS I OUT OF STREET AREAS — E IX STING — I 5FCTION RESURFACING 2.OF' 3/w,-a' M. • • • / CLASS A eacxFlLL • o GLASS B !/4-C GRANULAR , BACKFILL • • O •�" , D • � C 4 ° c; '. o I o •� C d. •4 c. - b PIPE BASE BACKFILL IN STREET AREAS L IFS/* 19 AGAINST CURB, FILL ROC,: TO BACK OFS/W 2.IF S/W 11 NOT AGAINST CURB, FILL ROCK 2'BACK FROM CURB PIPE BEDDING AND CITYOFTII ARD BACKFILL DETAILS OREGON DESIGN E!)Y ,4PPROVED gY DRAWN 6Y GA _ _ R E5 15CA .E DATE DW,"JING NO. N T5 ' 1 STANDARD CAST IRON FRAME B COVER WATERTIGHT PIPE PLUG FINISH ORADE �—� 6" MANHOLE GRADE RING 4-1/2" X 6" / -}' SET IN CONCRETE ANCHOR BOLTS � ' 6" i \ c 0 'exp 2SQUARE CONCRETE BLOCi PIPE O.D. 4. 1" 06'1° °d) • WITH ANCHOR BOLTS CLEARANCE SPACE MIN •�O BETWEEN CONCRETE' Q '300 p00 BLOCK AND PIPE, u4f 0 p e 0 0 N PACK WITH FELT, O c 0 p0• OR OTHER APPROVED a 4 ° . 0 MATERIAL. .O 00 00000 PROVIDE IMPOATEI) PI' 0 00 0 0 j ZONE MATERIAL FOA 0 0 43 0p00 MINIMUM OF 6" AROUN CLEANOUT Goo co °00� OO. O 00o a \ O O O� p / 000 00O % d• G 00 e 0 \ /„ ♦•;• ;•�y _6 CONCRETE ENCASEMENT o° 0 0 is 0e0O 00 000 a ?000 coo 69 i�-++_• CONCRETE ENCASED WYE 8 1/e KENO IMPORTED PIPE ZONE MATERIAL i i STANDAi %u CLEAN OUT LOCATED IN EASEMENT Uf Unified S*w.rap*AQ.nc, t W p co ( v CL d d pi C C E E vi � _•,--9• �9 E E ' v o � V E � I N a a`. o _ N X • W ' d M Z W Ul ♦ S 0.. J :� 61.1 \ N oq . a M cr, �O • Q � 1 � N L.I TY OV TIC,�-&,D F'Ff-,EIF`T OF PAYMENT REX^, N(J: aw,j ND r-Ajimul/ AMOUNT 404. 01) WI&IF TPAMMEL (.-:RL 011PONt .110 I C.)2 6n ;;w GpFe(4,Lwcso PAYMENT DATF s 10-26-89 I'lGARD. OR 9722 HLOCK, NO"ADDRI LlIPF"OSE OF PAYMENT AMOUNT F�rjd-j jj.jF4F;n�.,)Fl AMOUNT FAID MI .:A.ELLANEOUS FrAA'l, CHAKOE 40, INEET OPENING r--EPIII'T T(IrAt- 01PIC.11S.IT FAID i AGn]UD MT WITH DRpOS-rTOR AND TRUSTS ON S&VIMS OR DEFO:.IT This agreement is for the purpose of fulfilling the requirements of Street Opening Permit 4348-89, dated %,' between the City of Tigard and Trammel Crow Co. _ and is enter d into by the m Depositor Tramel crow co. and Seattle-First National Banktruetee. The undersigned depo..itor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all fundsxYS1�tSiK� hold by S a .tl -First National Bank as trustee in the amount of 110,200.00 inAccount No. 602225 or Deposit No. n/a in the in/d in accordance with And for the purpose of Bonding Q,ublir improvements described in the above stated Street Opening Permit. "" It is underAtood and agreed that the trustee will hold such funds ftxVdfdStS4%W in the amount of $10,200.00 until an authorization or direction for payment is received from the City of Tigard and that the C'.Ly of Tigard hae the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non-Performance. *1c x f xxdx xkV0WW#x dhxXxx W x MM6#/AMVWxhAMWx YawXHXVA WAxt4 jx,& rxbc x0ft x%ka x tat"x VFX**EAU6'9?Sx X ff X41 x MA66 C M x A KY R Ix W W&W W WMR W' AcbGdcxb)pxxtx#xfit •x )Wn4 =V- Thar. account i.g to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at % %% , Oreton. This day of , 19 `� Signature - City of Tigard Signature o Depositor City Engineer 10260 S.W. Creenburg Rd. Box 23391 Tiqard, OR 97223 T�Ard OR 9'7223 Address Addresa ACCEPTANCE Set-aside (truAtee) The u„deruied hereby ! 9t*� the funds Ql�KXli�dlilG!(Ktf llx�lx 41f��Llt x in the amount of $ 10,200.111 z5th thio day of October ____, ,l9 139 , and b4gO47X4c7fXWIKeca`q*XxXPOOlptxmfxx vm► owx"NX"W,66,sShxKMxxxxxxxxxxxxxxx *"*,KxxxxxJkxRvxt.k:'Oxx""" �boap xfcO;KXRRFMAtxxMDXXX,XxxxxxxxxxxxxxxxxKxft certifies that there is no Passbook issued for this account. It is further agreed that nail Account will be held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. Authorized S 1 rut i nature (tru t e) 01 5th Avenue, 14th Floor SealtTe, Washington 98104 3r/trammFl.jsh Address AGREEMEN T WITH DEPOSITOR AIM TRM8;1= ON SAV33K.S oat rSPo.-:IT This agreement is for the purpose of fulfilling the requirements of Street Opening Permit 4340-89, dated between the City of Tigard and Trammel Crow Co. and is enter gt� into by the Depositor Trammq; Crow Co. and Seattle-First National Bdnktruntee. The undersigned depositor and trustAe do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds NV IMIMI held by gpattle-First National Bank as trustne in the amount of 5101200.00 inAccount No. 602225 , or Deposit No. n/a in the i� ain accordance with and for the purpose of Bonding public improvements deecribed in the above stated Street Opening Persit. — It to understood and agreed that the trustee will hold such Lundex � �? in the amount of $10,200.00 until an a+,tthorization or direction for payment is received from the City of Tigard and '-hat the City of Tigard has the right to %ithdraw Principal Funds with City of Tige.rd signature only, in the event of Non-Performance. *IN xf"MdxXRVO cW#xON&WWx66444AMV X&6*5*Y.ffxYawXHXVWCx4AA%W. X& �k�avWacbacx x b�rxxtcltatx xacc x�t,�. ,�at4��r�6�i�,�4�i�3'i2�r ��i4�k4 X�.�C x�gX C That account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed anca dated at 2 "tt�,eT� Oregon. This day of 19iK - /_- ____ �p� 7 ct�xc Signature - City of Tigard r 5 gnature o Depositor City Engineer 10260 S.N. Creenburg Rd. P•O. Box 23397 Tigard, oR 97223 Tigard, OR 97223 _ Address Address ACCEPTANcX S(1t-aide (truetPe) The under i ed hereby ritrac�afpt� the funds "Xll#A1X�!(l1d4lfJi,1E K"KxfiK in the amount or $ 10,2A.T)0 � this — ' day of October 19 89 and NRxealfwmDcecotgaaxxrearslgtxi6XXx*wxxmft"(YCi0rXU'KYVNe d4mgxNmxxxxxxxxxxxxxxx k 4x.x kxgvx�kvx :;;,;,!^X,ftxxQRpmx,ttxmoxXXXXXXXXXXXXXXXXXXxlxft certifies that there i© no Pasahrok ifluued for this account. It is further agreed that maid account will bo hold for the ueee and purposes above stated until authorization for rj'iQp0�siticn is granted by the City of Tigard. Authorized Signature (truste) 01 5th Avenue, 141h Floor Seattle, Washington 9£3104 jr/trarraPl.jnh Address - BAUGH CONSTRUCTION COMPANY RECORD OF TELEPHONE CONVERSATION PROJECT LI L�! 1 1 I��� ^— ----.__ ._.--------- DATE REFERENCE �J -��r� f UI J�kl��? N r1 ��r� TIMES PARTY CALLING /o PARTY CALLFD��rj Immo co. CG __---- CO - -- LDCo.,.-,T i�R� �`f'iTN ' I F� LdiYY, Z7/0 /I, - --._ LL AiZAI a riN,Z' 1-16 r VAtL-TNo — �5 - Is T_ss_u rD, r�Ilj is Al AL;�x'�� — Lf-1 06 ES Cgrfilr Nb Rl�- b—, P T-1,4111r,-31&1 t- I m Z/d/-::� L Piqht -- ----_QI..�YrJ r^L�S l5 ��P� _►T-�I C� ��" �i rY_i�I/L L �:'D�l���I� {�r�.i'S>y ----- ���� C�g�}/�L�� � l�6�' �)-Ti'7�Ya/�►/� �C� � c A�ll� �i�'1 rel��i 1 m imy' `T/G Jd,,lrf (17y r� )rGiteV (sl{� 'P�Gi'x�lf'j �Jw�.-�Ari�� EXCAV�'I/✓G C rop:�, 1 r Post Office Box 5396 111260 SW Greenburg Road Portland, Oregon 97228 Portland, Oregon 91223 503/245-9400 October 23 , 1989 Ms. Kathleen Thompson Seafirst Mortgage Corporation 701 5th Avenue 14th Floor Seattle, WA 98124 Re: Lincoln V Dear Kathleen: Per our conversation, please find enclosed the "set aside" letter for the public improvements for the above referenced project. David Blake has requested that this amount be held from the building construction line .item. Please execute at your earliest convenience and return it to me by Federal Express. Your assistance is greatly appreciated. w Sincerely, 77-ELL CROW COMPANY Ann P. Creswell Assistant Project Director Enclosure /� 111 J \ � \ 0 �N \ , N \ .O so• o �7 0 uN�� SLS'J �T7Ac�"D �i4r-:�/i�L�7itr� ish/ 2u1 I'lc ..75 AI-017C e-- 0"-SS IA::)rrsri-1,�G�• r 1 op 14 / r .hea✓GfS!/c��= / ,-^ / / i( 45 :2�y s h Gc� G1 G�-C-fo y U � IV 10 /o Z&O su) GK f4t R� BAUG jo(-7-- Z4S- 0400 construction ' P O. Box 767, Beaverton, Oregon 97075 • 503.6412500 TRANSMITTAL. RECORD No. To: - Date l_ — —1Q11J71 r (2ftKy � ZY—g64 Job �1LYL�1y� - A�v�l�•t � n ' Location-71-1 U(,1 l — Attached OOthlnanlly G:<,.:,,F,ment We are sending: — Separate cover by Vendor: 1.f Quantity Drawing No. Description ` C4,1- Sirs �Z,Z�C�Z,�� vILv For approval Approved as noted For your use Not approved; please resubmit Per your request ►�rn �arks:_w /T �`�(�- - � ll� ��l'7/ T ifN[I ��L- Lll�''l I PJ/�f'� Z0G • BAUGH CONSTRUCTION CO. Job No. Code �'.' � CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 89-12/V 89-17/M 89-11 TRAMMEL CROW CO. APPLICATION,: A request by Trammel Crow Company for Site Development Review approval to construe'.: a 120,750 square foot, seven-atony office buildileg and a two-story parking structure on a 4.84 acre site presently zoned C-P (Commerciai Professional) . Also requested is a Variance approval to the building height requirement in the C-P zone which is normally 45 feet and approval of a Lot Line Adjustment to adjust two parcels measuring 30,056 and 110,642 square feet into two parcels of 23,868 and 116,830 square feet. This request also proposes to change the alignment of SW 93rd Avenue (SW Lincoln Street). Finally, the applicant has requested Variance approvals to reduce the parking Apace width from 9 to 8 feet wide and to allow up to 45 percent of all parking spaces to be designated as compact spaces. Locations 10200 SW Greenburg Road (WCTM 1S1 35AB lots 1002, 1004, 900, 500, 501, 600, 700, 701, 702 and portions of lot 2800 and 2901) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above requests subject to certain conditions. The findings and conclusions on which the decision was based are noted below. A. FINDING OF FACT 1. Background The subject properties were annexed to the City of Tigard in late April, 1987. Prior to the annexation, two land use applications (Comprehensive Plan Amendment, Special Use Permit) were filed with Washington County. Also, it was agreed at that time between the City and Count,r that all applications in process at the County would continue even if the final decision occurred after annexation. A Comprehensive Plan Amendment and Zone Change (Case No. 87-73-M) to change the land use designation from R-5 (Residential, 5 units/acre) and Institutional to O-C (Office Commercial) on parcels located immediately north of Oak Street and west of Lincoln Street extension was approved by the Board of Commissioners on May 19, 1987. A Special Use Permit for a pa king lot (Case No. 87-122-SU) was granted by the Country on May 13, 1987, for four residentially zoned parcels located at the southwest corner of. Locust Street and 93rd Avenue. The residences on these properties were removad and a parking area was developed. The conditions of approval imposed by the county remain in effect. Also, since this property has been annexed and the City does no allow commercial parking lots in residential zones, this portion of the Lincoln Center parking lot .is a nonconforming use. On May 18, 1987, the Tigard City Council approved the rezoning of the NOTICE OF DECISION - TRAMMEL CROW CO (SDA 89-12/V 89-17/M 89-11) PAGE 1 annexed area in Metzger. from Washington County designations to City designations which most closely resemble the County zones. This ordinance (No. 87-22) became effective on June 18, 1987. Subsequent reviews utilized the City Community Development Code rather than the County regulations. A Site Development Review (SDR 87-08 and V 87-07) was conducted by City staff in June, 1987 for an approval to construct a 12-story office building. It was approved subject to 16 conditions. In June of 1988, the Hearings Offic�;r for the City of Tigard approved a Conditional Use permit request to allow the construction of a rooftop heliport atop the newly constructed Lincoln Tower office building. phis application was approved subject to 13 conditions. In Marcie, 1939, the Director's designee approved with conditions a request for several lot line adjustments and a minor land partition creating a new parcel at the southwestern corner of the Lincoln Center property (M 89-06/MLP89-05). In May, 1989, the Planning Commission voted unanimously to recommend approval of a Comprehensive Plan Amendment and Zone Change request (CPA 89-05/ZC 89-05) affecting the Lincoln Center property (tax lot 900 and a portion of tax lot 1002) ,and six residential properties to the east. A recommendation to the City Council was forwarded with the suggestion that a deed restriction be placed on the property to restrict the use on the residentially zoned land to a parking facilities use. Also approved was an amendment to the Metzger-Progress Community Plan to allow for the re-alignment of SW 93rd i,• enur These requests were approved by the City Council on May 15th and final crder is expected to be signed on June 12, 1989 . In thq applicant's submittal two separate site plans were provided so as to :afford the applicant a timely submittal, in the case that the compreheoB ive plan amendment and zone change was not approved. As a result of .its passage by the Council_, staff will only review that site and associated plans which correspond with the recent amendments. 2. Vicinity Information Properties immediately to the west and south are also part of the Lincoln Center comple.c and are likewise zoned and developed as C-P (Commercial Professional) . Properties immediately to the north are zoned and developed C-P and R-12 (Multi-family Residential, 12 units per acre) . The Metzger School in located immediately to the east and is zoned R-4.5 (Single Family Residential, 4.5 units per acre) . The Metzger-Progress Community Plan designates the school property as "Inst.itutional". Properties north of SW Locust Street and east of SW 93rd Avenue are in unincorporated Wanhington County. NOTICR OF DRCISION - TRANNRL CWM co (SDR 89-12/V 89-17/M 89-11) PAGR 2 3. Site Information and Proposal The Lincoln Center property is presently developed with four office buildings with a gross floor area of approximately 530,000 equ re feet and two parking structures on a total of seven parcels. The office building is proposed to be constructed on two tax lots: tax lot 900 lies at the northeastern corner of the property. Immediately north and west of it is tax lot 1002 which measures 2.91 acres and now contains the Lincoln Center III building. The applicant proposes to construct a 120,750 square foot, seven-story office building on tax lot 1002, just north of the Lincoln Center III building. A two-level parking structure is intended to be built on 1.37 ac.•es of land immediately to the east of SW 93rd Avenue (SW Lincoln Street) which currently contains six single family residential homes. Approximately 520 parking spaces will be provided by the new parking structure; approximately another 224 will be available on the ground. In addition, the applicant is requesting a Variance approval to exceed the maximum building height standard in the C-P zone of 45 feet. The new seven story buil.ding, if constructed, would be 92 feet 6 inches to the roof line. Another Variance proposal requests permission to decrease the parking space width from 9 to 6 feet and to allow up to 45 percent of all parking spaces to be designated as compact spaces. Finally, the applicant proposes a lot line adjustment between the Lincoln Center and the Metzger School property just south of sW Mapleleaf which is necessary to accommodate the realignment of SW 93rd Avenue. Portions of tax lot 2800 and 2901 will be shifted to the west side of the proposed, realigned SW 93rd Avenue. The two affected parcels, measuring 30,056 (school district) and 110,642 (Trammel Crow) square feet each are proposed to be adjusted to 23,858 (school. district) and 116,830 (Trammel Ccow) square feet. 4. Agency and NPO Comments The Metzger Water District, Portland General Electric, the State Highway Division, and the Consolidated Fire District have all revie.✓ed the proposal and have no objections to it. Neighborhood Planning Organization ►8 has reviewed the proposal and comments that it has concerns as to flooding of homes due to concent.raten (storm water) drainage into Ash Creek and Ash Brook. The City Building Division has reviewed the proposal and has the following comments: a. A condition of approval should require that no construction be allowed to take place between the hours of 9:00 p.m. and 7:00 a.m. NOTICE OF DECISION - TRAMMEL CROW CO (SDR 89-12/V 89-17/M B9-11) PAGE 3 b. It should be required that all construction materials be stored on-site. U. It should be required that off-street parking be provided for all construction-related vehicles and trailers. d. Flagmen should be provided when construction vehicles are blocking public streets. The City Engineering Division has reviewed the proposal and has the following comr.ents: a. Access to the site will be from SW Locust Street, SW 93rd Avenue and SW Mapleleaf Drive. The submitted site plan for Lincoln Center V shows four accesses onto Locust Streot, plus the 93rd Avenue intersection and the Mapleleaf Drive intersection to Locust Street. Two accesses are proposed onto the relocated SW 93rd Avenue And one access is proposed onto the extended Mapleleaf Drive. Locust Street is a major collector street and will be improved in 1989 as a result of previous developments and the Tigare Major. Street Bond Projects. Its intersection with SW Greenburg Road is currently unsignalized. The construction plane are currently being designed for the Locust Street improvements. The applicant should cooruii,cte the design of the two projects so that construction vaii occur without duplication of effort. The applicant proposes to vacate the existing right-of-way of SW 93rd Avenue between SW Locust and SW Mapleleaf Street and relocate it to SW 92nd Avenue at Locust Street. SW 93rd Avenue is designated as a minor collector street from SW Oak Street to SW Locust Street. The realigned right-of-way should be provided by the applicant prior to the vacation of the existing right-of-way. SW 92nd Avenue at SW Locust Street has a 50 foot wide right-of-way. Minor collector streets require a 60- foot wide right-of-way and a 40 foot paved width plus sidewalks, streetlights, and associated underground utilities. Additional right-of-way will need to be dedicated along the SW existing 92nd Avenue to create the 60 foot wide right-of-way required for a minor collector street. Since SW 93rd Avenue fill only intersect SW Locust Street, it is our opinion that most of the traffic coming to and from the site will utilize SW Locust Street and only a minor portion will utilize the SW Mapleleaf Drive access off of SW Greenburg Road. Half-street improvements are typically required for developments such an this on adjacent st•-eets. Since SW 93rd Avenue is currently unimproved and proposed to be realigned, 2/3 street improvements should be constructed as a minimum to provide for two-way traffic. Right-of-way does not currently exist for SW N(YPICR OF DECISION - TRAMMEL. CROW CO (SDR 89-12/V 89-17/M 89-11) PAGE 4 93rd Avenue from Oak Street north approximately 280 feet. This area is currently occupied by a private residence. The applicant has requested that he be able to form a Local Improvement District to improve SW 93rd Avenue to full width from SW Oak to SW Locust Street. The district would include properties which would benefit from the SW 93rd Avenue li.nk between SW Oak and SW Locust Streets. We are not opposed to this request provided the appl'cant in required to make the two-thirds improvements if the Local Improvement District could not be formed prior to occupancy of the building or prior to any increase in traffic onto SW Oak Street, SW Locust Street or SW Greenburg Road from this develo anent. b. The traffic study submitted estimates the vehicle tri-9 generated by this site to be approximately 1622 trips per day. The study recommends the following: 1. The exi.et-ing signal at Greenburg and Mapleleaf remain as a four-phase operation and be reviewed for interconnection with the Highway 217 traffic signale to improve traffi circulation on Greenburg Road. 2. SW 93rd Avenue should provio. access to the site from the south. 3. Thei Locust/Greenburg intersection be restriped to provide a left-turn and right-turn lane for westbound Locust Street traffic. We are in agreement with the total trip generation of this site, but do not agree with the above recommendations or the distribution of vehicles onto SW Greenburg Road at SW Locust Street, SW Oak Street, and SW Mapleleat Streets. The Division concludes that the Locust Street access to Greenburg Road will carry much more traffic than shown on the traffic stud-,. The traffic study shows the Lincoln Center V will generate in the p.m. peak hours a total of 64 vehicles at the SW Locust Street intersection of SW Greenburg Road, 101 vehicles at the Mapleleaf intersection of Greenburg Road, and 28 vehicles at the SW 93rd Avenue intersection with SW Oak Street. It is staff's opinion that this distribution should be approximately 160 vehicles at the SW Locust Street intersection of SW Greenburg Road, and approximately 30 vehicles at the SW Mapleleaf intersection of SW Greenburg Road. The SW Oak Street intersection will not be provided as part of this development and therefore will not provide access to the site. The traffic study shows the total traffic on Greenburg road in the P.M. peak hour to be 1274 vehicles at the Locust Avenue intersection and 2551 vehicles at the Mapleleaf intersection. NOTTCR OF DECISION - TRAM-MI. CROW CO (SDR 89-12/V 89-17/M 89-11) PAGE 5 Based on the site generated traffic distribution discussed above, it appears that the intersection of Locust Street and Greenburg Road meets the signal warrants ;1, t2, and #11 as defined by the Manual of Uniform Traffic Control Devices, therefore, requiring a signalized i.nteruection. The installation of the signal at SW Locust Street will impact the traffic flow of SW Greenburg Road which is currently operating near capacity. We feel that additional evaluation should be performed on the impact of the signal on SW Greenburg Road and how this impact can be minimized. Improvements to SW Greenburg Road may eventually be required to increase its capacity. The accesses to SW Locust Street from the parking garage are shown to be approximately SO feet from centerline to centerline to SW 93rd Avenue and 65 feet from centerline to centerline to another access. SW 92nd Avenue, across Locust Street, is also approximately 50 feet from centerline to centerline to 93rd Avenue. We are concerned that traffic movements from these two driveways will create an unsafe situation for vehicles and pedestrians. The location of the proposed accesses should be evaluated to determine their beat location along SW Locust Street and along SW 93rd Avenue. d. The seven story office structure will be constructed over an existing parking lot, therefore the increase in storm drainage for this area will be negligible. The parking structure will be con ,tructed over an existing residential area, increasing the storm drainage runoff from this area. The storm water will drain to the south and is proposed to be collected in the realigned SW 93rd Avenue roadway. The impact of this increased storm drainage should be evaluated to insure that the increased storm drainage discharge will not adversely impact the properties downstream. The entire drainage basin for this storm water system should be evaluated to insure that, with ultimate development, the proposed future storm drainage system within SW 93rd Avenue will provide adequata storm drainage capacity. e. It appears that adequate sanitary sewer facilities exist to provide service to the seven story office structure. Washington County has reviewed the proposed development and submits the following comments: "All affected intersections operate at, near, or over capacity as shown below: Intersection LOS V/C Reserve Capacity Greenburg/Locust F -9 NOTICE OF DRCISION - TRAMMEI. CROW CO (SDR 89-17./V 89-•17/M 89-111 PAGR 6 Greenburg/S. 217 Ramp F 1.09 Greenburg/N. 21'1 Ramp E 0.94 Greenburg/Mapleleaf E 0.94 Calculated stacking distances are just barely adequate or inadequate compared to available distanced as shown below: Stacking Stacking Distance Distance Intersection Movement- Required Available Greenburg/Mapleleaf NB LT 495 ft. 500 ft. Greenburg/Mapleleaf WB LT 428 ft. 150 ft. Greenburg/N. 217 Ramp SB T 489 ft. 500 ft. As you can clearly see, operations at the S.W. Greenburg/Locust intersection are a serious safety concern. Level of service at this location Is "F" and signal warrant volumes are exceeded. Mitigation measures must be developed to elevate the level-of-service at this intersectgion to "D" as required by Washington County Resolution and Ore.er No. 83-219. Staff review suggests that signalization in coniunction with signal interconnection for progressed traffic flow along Greenburg Road should be investigated. Several previous phases of Lincoln Center were reviewed and approved by Washington County. Through these reviews and also through the Metzger Circulation Study and recent Transportation Plan Update we have continued to review and obser�-e the traffic circulation issues associated with Washington Square and Lincoln Center. We are extremely concerned that continued large scale development at Lincoln Center will exacerbate an already difficult situation. Additionally, our concern regarding Lincoln Center Five and associated traffic impacts is heightened considerably by recent discussions of relocating Metzger School in order to facilitate continued easterly expansion of Lincoln Center by Trammel Crow. We stronyly believe that an appropriate condition of approval would require mitigation of traffic impacts. Obviously, full mitigation of the traffic impacts as a condition of approval will have a major economic impact on the development project. Nonetheless, it is important to ensure that existing stan6ards for mobility, traffic capacity, and traffic safety are maintained prior to sanctioning any further development. Washinqton County stands ready to meet with representatives of the City of Tiqard, Oregon Department of Transportation, Trammel Crow and perhaps adjacent property owners to discuss mitigation of impacts prior to granti.ig approval of Li.ncol.n Center Five. " NOTICR OF DECISION - TRAMMBL CROW CO (SDR 89-12/V 89-17/M 89-11) PAGR 7 Northwest Natural Gas Co. comments that a one-inch line on the west aide of the (vacated portion) of SW 93rd Avenue shouldn't affect the parking structure. No other comments were received. B. ANALYSIS ]+.ND CONCLUSION Site Development Review (SDR 89-12) Section 18.120.180 of the Tigard Community Development Code contains standards whereby the Planning Director or designee can approve, approve with modifications, or deny a Site Development Review request. The proposed site plan meets Community Development Code standards for building setbacks and allowed uses in the C-P zoning district, but a discussion of access and egress, signage, landscaping, automobile and bicycle parking, and building height is warranted. a. Access and Egress The small scale of the site plan makes the access in the parking structure nearest the Locust street: frontage appear to be only 22 feet wide. Staff notes that section 18.108.080 of the Community Development Code requires a minimum pavement width of 24 feet for two-way vehicular access drives. This 24 foot width should be maintained throughout the proposed development. The driveway spacing and locations as submitted in revised civil drawings wit. need to be reviewed by the Engineering Division to ensure safe access and egress to the site. b. Signage A request for sign review under the provisions of the City Sign Code has not been made in conjunction with this development review request. Staff notes that all new or proposed signage to be erected with this or any other phase of the Lincoln Center complex must he reviewed by the City prior to its erection. Any additional freestanding signage will require a public hearing review by the Planning Commission because the site already exceeds the maximum allowable number of signs and possibly the maximum allowable area for freestanding signs in the C-P zone as well. C. Landscaping The landscaping plan submitted by the applicant shows generally where the landscaping is to be installed but dces not indicate exactly where specific types of vegetation are tr go. The site plan also indicates that trees will be planted at two ends of proposed parking spare rows. The Code does not allow trees to be within two feet of any permanent NOTICE OF DEC-SION - TRAM M. CRO" CO (SDR 89-12/V 89-1.7/M 89-11) PAGE 8 hard pavement surface or walkway. it is not clear from the applicant's submission exactly what these boxes will look like or haw they will be r.ited. All of these itemo can be addressed by requiring the applicant to submit a detailed landscaping plan. d. Automobile and Bicycle Parking It appears that the total number of parking spaces is sufficient for this project bath during construction and once construction has been completed. A final parking space count should be verified with the Planning Division prior to the issuance of building permits. Again, due to the small scale of the site plan, parking space dimensions were difficult to determine. The Code requires these dimensions to be 9 feet wide by 18 feet in length. A discussion of parking space width and number of compact spaces follows later in this report. Section 18.106.020(P) of the Code requires a minimum of one secure bicycle parking space for every 15 automobile spaces. This would mean at least 24 bicycle parking spaces need to be provided on a revised site plan. These spaces should be distributed throughout the project and a significant percentage located on the lower level of the parking structure. The rack design should also be submitted for approval. e. Building Height The maximum building height allowed in the :-P zoning district is 45 feet. The applicant is requesting a Varian:e approval so that the proposed Lincoln Center V building may rise 92 feet 6 inches feet to the roof line. An architectural design element or "appendage" will rise another 14 feet in the center of the building facade but does not count towards the overall building height. Building Height Variance (V 89-11) The provisions contained in Section 18.98.020(A) of the Code allow relief fro,-)m the maximum building height requirements up to 75 feet provided all thrice exception criteria can be me.. These criteria require that a maximum hei.gWof 75 feet may be allowed in a commercial zone when 1) the total. building floor area does not exceed 1.5 times the area of the site, 2) the setback equals at least one-half of the building height and 3) the structure does not abut a residential zone. The total building floor area will not exceed 1.5 times the area of the site. Since the building height will exceed 75 feet and the setback will be lees than 46 feet, a Variance approval is necessary to allow the proposed height of 52.5 feet. Section 18.134.050 of the Code contains criteria whereby the Director can approve, approve with modifications or deny a variance requent. They are: NOTICE OP DECISION - TRAMMEL CROW CO (SDR 89-12/V 89-17/M 89-11) PAGE 9 (1) The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies of the Community Development Code, to any other applicable policies and standards, and to other properties in the same zoning district or vicinity. (2) There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; (3) The use proposed will be the same as permitted under this Code and City standards will be maintained to the greatest extent possible, while permitting some economic use of the land; (4) Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms or parks will not be adversely affected any more than would occur if the development were located as specified in the Code; and (5) The hardship is not self-imposed and the variance requested is the minimum variance which would alleviate the hardship. The primary purpose of the Code height and setback requirements is to provide adequate light and space between buildings, particularly when different zoning districts are involved. Although the building height is taller than what the Code allows, the proposed angled 23 foot aetback of the building (only the corner of the building faces SW Locust Street) will result in a less imposing structure than with a 45 foot tall building with a 20 foot setback directly facing onto SW Locust Street which would meet Code standards. Moreover, the building will be separated from adjacent residential properties to the north and northeast by the 70 foot wide public right-of-way of SW Locust Street. The distance of approximately 93 feet from the outermost building surface to the nearest residential property line to the north is approximately equal to the height of the building. Across the street from the proposed site 1.e one isolated property which is zoned R-12, that is not under residential use, and which is completely surrounded by C-P zoned land. Two other residentially zoned parcels lie on the southeastern corner of SW 93rd Avenue and SW Locust Street. The first parcel in likely to be most affected by the shadows this new building might cause; however, it should eventually be rezoned because of its isolation from other., residentially zoned land and because it is no longer used for residential purposes. Existing physical and natural systems, including traffic, will. not be subnr.antially affected to a worse extent than if the building met: current City standards for building height, NOTICR OF DECISION - TRAMMEL CROW CO (SDR 89-12./V 89--17/M 89-11) PAC .R 10 Parki_nq_S ace_Width and Percent of Compact Spaces Variances The above criteria have also been adequately addressed by the applicant. The reduction in compact parking space width from 8.5 to 8 feet is minimal. The Washington County standard is 7.5 feet and the present parking lots are developed with this standard. Staff also finds no conflict in allowing up to 45 percent of all parking spaces to be designated as compact spaces, so long as the total number of spaces for each phase of Lincoln Center is satisfied. Lot Line Ad ustment M 89-111 A lot line adjustment approval of the joint property line between tax lots 2800 and 2901 (total area = 30,056 square feet, owned by the School District) and tax lot 1004 (total area m 110,642 square feet, owned by Trammel Crow) will be necessary because of the realignment of SW 93rd Avenue. Tax lots 2800 and 2901 are located at the southeastern corner of the intersection of SW 92nd Avenue and SW Mapleleaf Street. Tax lot 1004 is at the southeastern corner of the Lincoln Center development. Section 18.1it2.060 of Tigard's Community Development Code contains the standards whr;reby the Director or his designee may approve, approve with cond'_}iz�"d, or deny a lot line adjustment request. These criteria are: 1. An additional lot is not created by the lot line adjustment and the existing parcel reduced in size by the adjustments is not reduced below the minimum lot size established by the approved zoning for that district; 2. 8y reducing the lot size, the lot or structure(s) on the lot will not be in violation of the site development or zoning district regulations for that district; In addition to the above criteria, the provisions of Code Section 18..162..040 shall also apply to lot line adjustments. This section requires that: a) the proposal conforms with the Ctty's comprehensive plan, all statutory and ordinance req»irements and regulations; b) adequate public facilities are available to serve the proposal; C) all proposed lots conform to the size and dimensional requirements of this title; and d) all proposed improvements meet city and applicable agency standardei. NOTICR OF DRCISION - TRAMMEI. CROW CO (SDR 89-12/V 89-17/M 89-11) PAGE 11 No new lots will be created by this lot line adjustment. The area remaining to the east of the realigned SW 93rd Avenue will be the remainder of tax lot 2901. The Trammel Crow property immediately to the west of the realigned SW 93rd Avenue will increase by 6,188 square feet formerly in tax lot 2800 and tax lot 2901, and will include the vacated right-of-way of SW 93rd Avenue between SW Locust and SW Mapleleaf Streets and tax lots 1004 (southern end of parking lot), 900 and 1002 (Lincoln Center V building and parking structure). No lots affected by this proposal will be smaller than what is required In the C-P and R-4.5 zoning districts. Tax lot 2800 is considered a nonconforming lot in the R-4.5 zoning district because it is smaller than the minimum lot size requirement of 7,500 square feet. By including it with the properties immediately to the west, this nonconformity is eliminated. The reduced tax lot 2901 will still be well over the 6,000 square foot minimum lot size in the C-P zone. All. structures affected by this lot line adjustment will retain adequate setback distance from property lines. All proposed lots, therefore, will conform to the size and dimensional requirements of the Code. The lot line adjustment proposal conforms with the City's Comprehensive Plan and all statutory and ordinance requirements and regulations. The proposal also conforms to the Metzger-Progreso Community Plan which was recently amended to provide for the realignment of SW 93rd Avenue. The proposed improvements will satisfy City and other applicable agency standards; the City will ensure that this is the case by imposinq conditions of approval which must be satisfied prior to recording the lot line adjustment with Washington County. C. DECISION The Planning Director's designee for the City of Tigard hereby approves SDR 89-12 and V 89-17 and M 89-11 subject to the following conditions: PRIOR TO ISSUANCE OF ANY PERMITS BEFORE THE APPEAL DEADLINE TO LUBA (LAND USE BOARD OF APPEALS) FOR CPA 89-05/2C 89-05, THIS APPLICATION, (SUR 89-12/V 89-17/M 89-11) OR THE STREET RIGHT-OF-WAY VACATION FOR SW 93RD AVENUE (RESOLUTION 89-40), THE APPLICANT SHALL ENTER INTO A MEMORANDUM OF UNDERSTANDING WHICH HOLDS THE CITY HARMLESS IF ANY APPEALS OF THESE THREE DECISIONS RESULT IN ADDITIONAL COSTS OR TIME DELAYS FOR THE PROJECT. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO RECORDING THE LOT LINE ADJUSTMENT WITH WASHINGTON COUNTY: NOTICE OF DECISION - TRAMMEL CROW CO (SDR 89-12/v 89-1'7/M 89-11) PAGE 12 1. � The applicant shall submit a map and new legal descriptions for all parcels involved in this decision for City staff review and approval. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 2. The Lot Line Adjustment shall not be recorded until the realignment of SW 93rd Avenue has been completed. The description for. both adjusted properties shall coincide with the new street alignment. .l �4 STAFF CONTACT: Jon Feigi-•:, Engineering Division (639-4171). THE FOLLOFIING OOMiITTIONS SHALL BB SATISFIED PRIOR TO THE ISSUANCR OF A FOUNDATION PERMIT FOR THE OFFICE BUILDING AND PARKING STRUCTURE: 3. Vacation of the existiny right-of-way for SW 93rd Avenue and for SW Mapleleaf Street from 92nd Avenue to SW 93rd Avenue or a licensing \) agreement with the City shall be approved prior to issuance of a j IQ foundation permit for the parking garage. STAFF CONTACT: Randy l0 1` Clarno, Engineering Division (639-4171) . 4. The existing accesses to the parking garage on to Locust Avenue shall be evaluated to determine the best location to avoid conflicting turning movements and eight distances. The location //-- of the accesses shall be approved by the City Engineer prior to issuance of foundation permits. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 5. The applicant shall submit a revised site plan which provides: a) for at least 24 bicycle parking spaces; the bike rack design shall +�OJ/ also be submitted for app-oval; b) that all two-way access drives have a minimum pavement width of at least 24 feet; c) all parking spaces will have minimi:m dimensions of 8 feet wide by fifteen feet long; d) a final count of parking spaces including i) the total number of parking spaces for Lincoln I, II, III and IV prior to construction; ii) the total number of spaces displaced by the r.ew office building; iii) the total number of compact and standard spaces proposed for Lincoln V; and iv) the total number of remaining spaces for Lincoln I, II, III and IV after the Lincoln Center. V development is completed; and a) all compact spaces shall be labeled as such with the words "Compact only" painted on each of the spaces. STAFF CONTACT: Deborah Stuart, Planning Division (639-4171) . UNLESS 0THKR1IISE NOTED, THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 6. The applicant shall satisfy the conditions of all previous applications, SDR 87-08 and V 87-07, related to traffic and drainage improvements. STAFF CONTACT: Gary Alfson, Engineer.inq f Division, (619-4171 ) . NOTICE OF DECISION - TRAMMEI. CROW CO (SDR 89-12/V 89-17/M 89-11' PAGE 13 7. The applicant shall re-evaluate the Mapleleaf signal prior to making the improvements required by the previous application (SDR 87-08), to ensure the improvements will accommodate the additional traffic from Lincoln Center V. STAFF CONTACT: Gary Al.fson. 8. The applicant shall provide for the dedication of additional right-of-way according to the proposed realignment of SW 93rd Avenue to provide for a 60-foot wide right-of-way as required for minor collector streets prior to or in conjunction with the vacation of the existing right-of-way of SW 93rd Avenue. The right-of-way shall include the existing right-of-way for 92nd J (A Avenue. Right-of-way shall also be dedicated for the Locust Street improvements. The dedication document(s) shall be on City forms and approved by the Engineering Division. Dedication forme and instructions are available from the Engineering staff.. STAFF C OTACT: Jon Feigion, Engineering Division (639-4171) . 9. Sufficient bonds to guarantee the construction of standard two third street improvements, including concrete sidewalk, dri­wny apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities, Wiall be approved for the 93rd Avenue frontage improvements as shown in the submitted plane. Improvements shall be designed and constructed to minor collector street standards. Two third street improvements shall consist of a minimum of half-street improvements p1, 9 10 feet of additional pavement. The improvements shall be constructed from Locust Street to the point approximately 280 feet north of Oak Street at the end of the existing right-of-way of 93rd. STAFF CONTACT: Gary Alfec,n, Engineering Division (639-4171). 10. The applicant shall provide sufficient bonding to guarantee the construction of a signal at the intersection of Locust Street And Greenburg Road. The applic.nt shall provide additional traffic engineering and analysis to determine the operation of the signal including phasing, timing and inter-connection with other Creenburg Road signals and impacts to SW Greenburg Road. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 11. ConditionE numbered 9 and 10 shall be waived if a 1 Improvement. District is formed prior to occupancy to improve sW 93rd Avenue, full width from SW Oak to Locust Street to minor collector 94-anderds and install a signal at Locust Street and Greenburg Road designed to limit the impact o traffic on Greenburg Road. Improvements to Greenburg Road, if required according to the additional traffic engineering analysis, shall also be included. STAFF CONTACT: Gary A.lfson, Engineer?.ng Division (639-4171) . 12. The applicant shall obtain a facility permit from the Department of Land Use and Transportation of Washington County to perform work in the right-of-way of Greenbury Road. This will include satisfactory resolution of the traffic issues noted by the County on pages 6 and 7 of this decision. A copy shall he provided to the NOTICE OF DECISION - TRAMMEL CROW CO (SDR 89-12/V 89-1.7/M 89-11) P4GR 14 City Engineering Division prior to issuance of a public improvement permit. STAFF CONTACT: John Hagman, Engineering Division (639- 4171). 13. The applicant shall demonstrate that the storm drainage runoff can b3 discharged into the existing drainageway without significantly impacting properties downstream. Improvements shall 1�e extended to Locust Street to connect- with the existing system. STAFF CONTACT: Greg Berry, Engineering Division (639-4171). 14. Sanitary sewer and storm drainage details shall be provided as part of the public improvement plans. Calculations and a topographic map of the storm drainage basin and sanitary sewer service area shall be provided as a supplement to the public improvement plans. Calculations shall be based on full development of the drainage basin. The .location and capacity of the existing proposed and future lines shall be addressed. STAFF CONTACT: Greg Berry, Eng'.:Aeoring Division (639-4171) . 15. Seven (7) sets of plan and profile public improvement construction 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. Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 16. Construction of proposed public improvements shall not commence until. after the Engineering Division has approved public improvement plans. The section will require a 1002 performance assurance or letter of commitment, a developer-engineer agreement, the payment of a permit fee and a sign installation,'streetlight fee. A so, the execution of a strep~ openiva permit or construction compliance agreement shall occur prior. to, or concurrently with the issuance of approved public improvement plans. STAFF CONTACT: John Hagman, Engineering Division (639- 4171) . 17. An agreement shall be executed by the applicant, on forms provided by the City, which waives the property owner's right to oppose or remonstrate against a future Local Improvement District formed to complete 93rd Avenue between Locust and Oak Streets. STAFF CONTACT: ,Jon Fei.gion, Engineering Division (639-4171) . 18. Street centerline monumentation shall be provided as follows: I a) Centerline Monumentation. 1) In accordance with Oregon Revised Statutes 92.060, subsection (2) , the centerlines of 311 street and roadway rights-of-way shall be monumented before the City accepts a street improvement. NOTICR OF DMCISION - TRAMMRI. CROW CO (SUR 89-12/V 89-17/M 89-11) PACK 15 2) The following centerline monuments shall be set: A) All centerline-centerline intersection pointe. B) All cul-de-sac center points. C) Curve points, beginning and ending points (P.C. Ia and P.T. 's) . b) Monument Boxes Required 1) Monument boxes conforming to City standards will be required around all centerline Intersection pointe and cul-de-sac center pointe. 2) The tope of all monument boxes will be set to finished pavement grade. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 19. The applicant shall complete any half-street improvements to Locust Street not improved by the Major Streets Bond Project or revised by the site improvements. STAFF CONTACT: Gary Alf eon, Engineering Divison (639-4171) . 20. The applicant shall euomit a revised, detailed landscaping plan which indicates: a) the exact location of specific landscaping materials,; b) the design profile of the landscaping planters proposed to go in the parking lot area; and c.) an irrigation plan. x1 of DURING THE CONSTRUCTION OF THE OFFICR BUILDING, PARKING FACILITY, AND PUBLIC IMPROVEMENTS, THE FOLLOWING CONDITIONS SHALL BE SATISFIED: 21. R,) construction shall be allowed to take place between the flours of 9:00 p.m. and 7:00 a.m. 22. All construction materials shall be stored on-site. 23. The applicant shall ensure that off-street parking be provided for all construction-related vrhicles and trailers. 24. The applicant shall ensure that flaqmen be provided when construction vehicles are blocking public streets. 25. During construction of the site improvements, the construction traffic shall access the area from Greenburg Road only. All vehicles and construction-related equipment shall be parked on the site. No vehicles shall be allowed to park on S4: Oak, SW Locust Streets or SW 93rd Avenue which are relatc-d to the construction of the subject improvements including employees, subcontractors, material deliveries, etc. NOTICE OF DECISION - TRAMMEL CROW CO (SDR 89-12/V A9-17/M F19--11) PAGH 16 26. All landscaping materials and other proposed site improvements shall be installed or financially assured prior to occupancy of any structures. STAFF CONTACT: Deborah Stuart, Planning Division (639- 4161). 27. A City sign permit shall be obtained prior to the erection of any Identification wall or freestanding signs. Sign location and size must be in compliance with Chapter 18.114 of the Community Devel-3pment Code. STAFF CONTACT: Deborah Stuart, Planning Division (639-4161) . THIS AI pRovAL IS VALID IF EZERiCISED WITHIN EIGHTEEN (18) MONTHS OF THE FINAL DECISION DATE NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organizrtion XX Aft"ected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 6/16/89 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.3)0 of the Community Development Code which providas that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. 6/16/8 4. Zuestions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 23125 SW Hall Blvd. , Tigard, Oregon. 7;�PREPA Y: b h Stuart, Asst. Planner DATE 142 ' APPROVED BY: Reith S. Liden, Senior Planner DATE SDR89-12.dn NOTICE OF DECISIOIN - TRAMMRL CROW CO (SDR 89-12/V 89-17/M 89-11) PACK 17 i1V l r_ tn _l VA I L L _ _ �- -- -- 3 E - W — W 3AV 4JLB g W �= a \ d► h is _ - Z - a NOSN 3I 33371 . HH MS I AAV 4168 WE Y 41( -w Q )� '3AV 4106 / 2 ,-JV I z a - Pu Z6 M.S - - t 3 I 3A P�£6 -M•S 3 N 1 N 3 41 3nb 4196 �►^ �, — Ns / , 3AV 3 3 , N iJ�nBN33�D II II � !I I .M-s �i