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16100 SW 113TH AVENUE-1 EXISTING CONDITION NOitfF1 DURHAM ROAD 200' ----+� 1 10SUMUNOBSTRUCTED TO ~ �. -10, SUMMERnELD MERnELD SIGNAL (700+') � EXISTING FOUAGE/YREES PROPOSED DURHAM PLACE APARTMENTS SW 113TH AVE FUTURE CONDITION NORTH DURHAM ROAD -- -- -- -- 500' (ESTIMATE) UNOBSTRUCTED TO — SUMMf_RFIELD SIGNAL (700+') [FOLIAGE REMOVED] PROPOSED DURHAM PLACE APARTMENTS SW 113TH AVE INT M- SECTION SIGHT DISTANCE DURHAM PLACE APARTMENTS Figure �;- aT . OPN . PERMIT NO . 384-90I.May1990 6 L. 1 OF 10 691 0 -- - 18- NOTE : -NOTE : IF THIS M ICROF I LME D 2 3 - - -4 5 6 7 g 9 O DRAWING IS LESS CLEAR THAN THIS NOT ICir;'IT IS DUE TO , _QUALITY OF THE ORIGINAL - ..__� -•'"" DRAWING. OE 6Z BZ LZ 9Z SZ tiZ EZ Z� �Z OZ 6t BI LI 91 Si bl EI ZI II 01 • 9 L 9 S b E Z 1 ""i'"" .�..��.,�;:, '�-. ... ,,,.. .. . ... ........ ....- - _,...«��..---. r�1�IlII�I��I��I��I�rIrIrIIN;lt�i�t��1,�1,1111111111�1��NIN�MI�tt�Mll�itfiift�r111�1111111��hirlt1111�u11�1i��t1 �b�i � �1111111N�IIILI111lIIIIiIIIIIINIIh� uul��1�,1�1�1111111111i111 1 i MARCH '" 30 992 ,r?, 1jV � rw�..��- .—ter— .._-,..a.M____. - _._.�._-�•.c,a��► ,......+•r..ti.wr • i x Yr '1(,p.i4 ".tP'"<i� ° 1: i° �..;•, .'�.,rI v r1 }.yat 3 �, t1 i F C F } ..(t'1Y.. ',l .H 7:': ''� f .' '. '.. .....RY7 y'n'i( :SjrIdP.'xM.='.:�'�i 'Yut'�:.... ' '�{ ., _, Yuf. .d V+t d •iz��{� } . Ffd� k,u � r � .�'�+� 4 ... .. W.1; n � FID Bross Disk on c o n c , In box N . E . COR . PLS 636 Held LOT 25 10 11 FD Brass Disk in box N . W . CUR '_ 13 14 Unreadable LOT 2 5 - ___ _ ____T ____ ___- __-- --- _—_ ___ __-- _-- _-` ---_ __ _ _- —_ e ld RD , ( 89 5 C C . R . 429 ) S I 43 E 1968 . 08 - � - ---- - - - - - 4025 . 0510 - 1 . _ 3 E _ 573 , 99 P . I . O F 2 5 ' _t.-�,'"--�' II 2 5 ' - RAD HIS CURVE 1 -' 568 . 99 ' _ I _ FD 1 /2 " Iron Pipe S89. 51 ' 43" E 543 , 94 ' UP 0 . 20 NB��° 51 ' 46 " W j ._ -- -- � � _ _ _ Held E-w 5 . UCS ' �-- � CURVE D A r A ,.-�-� � � \ f--•"" Fails 0 . 19 N . I I \ R= 25 . 0 ' - ° - „� lel! "' • �: # 21 b . 05 I � - 90 r� T l 1 l_ = 39 - 32 ��T,��"��,,��;,�'...��A�,A.1•t�� i�� .�l�'�/� .�� `�0 02 ' 0211W0 NARRAT I VE I CB= N45° 05 ' O8 " E C= 35 . 39 I I THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPOSED GREENWAY DEDICATION PER THE I / ' I CITY OF TIGARDS REOUIRMENTS . PROPOSED STREET THE BASIS OF� ►� , I BEARINGS IS THE CENTERLINE OF D E. D I C A T 10 N S S . W . DURHAM RD . THE CONTROL FOR THIS SURVEY I m u') IS BASED ON OUR PREVIOUS SURVEY DATED NOVEMBER C j I ro 1988 8 RECORDED AS C . S . 23060 . +' v-4 n m O = ► Nr ( Z — Q � <?z I 31 W M m �\ I • � '_ i _ 3 G? d' LEGEND 01 0 8 I � 1 Z o� O SET 5/8 X 30 " IRON ROD WITH YELLOW PLASTIC f - - -- _ _ _ _ _ _ __ _ _ _ _ _ _ _ �. _ _ -- CAP STAMPED " Y# . B . WELLS AND ASSOC . , INC . " i - - - - - - -- - il ! FD 5/8/ " Iron Rod • FOUND MONUMENTS AS NOTED W/ Cepp P . L . S . 875 co UP 0 . 2 f I Good E-W X MONUMENT IN PLACE , 1988 NOW GONE . � I lam- 40 '--� Q ��• 0 SET BRASS SCREW W/ " WB WELLS A14D ASSOC . 'p0 LP N INC . " TAG IN SIDEWALK . O tJ. 0 8 i I co LIN' ti S59. 29 ' 16 "E I cp• 40 . 00 ' I f - GREENWAY DEDICATION FD 5/8 " 1 ron Rod F - D 5/8 " iron Rod NW/Cop P . L . S 876 W/CAP P . ! . S . 876 , 158 ACRES • o>, Falls 0 . 05 S . �` N • DN 0 . 5 N 0 . 08 E . I Lm ( I Fal ; s 0 . 05 W . cr Iw 00 ao Ln I N89. 50 ' 16 "w 479 . 00 ' o50 '�16 "W o ► 5 . 00 N89. 50 ' 16 "W , �$ 1 I z I I FD 5/8 " Iron Rod 50 . 00 ' o W/CAP P . L . S . 876 8,7 IDN 0 . 3 i Held N-S I Falls 0 . 04 W . °: / FO 5/8 " Iron Rod I - - -- - - - -- - - - - - - -- - -- -- - - - - - - - - - - - - - - - - W/ Cep P . L UP 0 . 1 . S . 876 !�l t - li I N89050 ' 16 " W 484 . 00 ' - N89. 501168W Held E-W I I FD 1 - 1 /410Iron PipeI89 . 98 ' Held as 2 . 0 N . FD 5/8 Iron Rod Per C . S . 19306 t,I � DN 0 . 3 W/ Ce P . L . S . 816 - ` Held for Q_ S . W . 113th Ave . *A.'WELLS & ASSOC./ S T Falls 0 . 28 S . ... ..r,.. . . I ` � . W COR L O 2 2 0 . 13 E . • . . ...r �... DESIGNED SITUATED /N THE NE I!q OF SECTION 1� T. 25. R. 11n1 — RESOL I/ED �.W .m _ , � bK M• R .R T COUNTY OF Irl A5N11~�CarON STATE OF OREGON DRAWN T / DATE 3-25AB0A RY �� RVEY '. &-W*&-A j1 SCALE RQS/S' OF BEARINGS ' C� = �?><7C�� MIND ASSOC/A I It S,' INC FILE NO °!0 -Ol°� OF ENGINE E_ RS REVISED 5- BASIS OF DarvPN , LOT 2 5 & A Portion o f Lot 24 "W"Willow 1 owFarm " 423oME °��W 503Brook \ �d. � 2"-� _ -- — -- way a �� , .., . PERMIT NO . �- F 10 � !W'.M•.. ".. vT;-mow- r,..*-«.. .. ... _ ... .� 11111111111 '1I ' I11 � 1r1 � 111111 .I � 1111 1111111 11111� + �..... ..... .». _ ♦ .,y —_ .+..._ .._.._. +._ s » .,rr.wt ....».r.w+..wow•Iwsw+wMlr.+ar 1111111 1111111 1111111 1111111 III 111 III 111 111 r11' 111 111 111 111 1� 1 111 =_ _.__ � a NOTE : IF THIS M ICROF 1 LMED �-^---•----- -I- 2 — `3 4 5 6 7 8 9 I C) 1 I 12 �� ,ry,,.......vi DRAWING IS LESS CLEAR THAN THIS NOT IGi;"1T IS DUE TO THF QUALITY OF THE ORIGINAL •�:>.�.-�"' DRAWING, OE 6 0 8? 1Z 90 SZ 2 0 I7 QZ r>I -- - 81 LI-' 91 SI b ' EI 1 01 6 8 1 9 S b c Z ,',� I I1111111111111111111111111111i I i I I I 1 1 il!IIIIfillIII IIIIIIIII 111lll�iltt IIIIIIIlI 111111111 111111111 111111111 I111,lIIIlillllllll 111111111111111111i11Ill1 �' 1Ii1 III Ill IIIIIIIIIIIIIIIIII�IIIIIIIIII1111�1111�1uJII �JIIIIII11111111111111111111111W1�1111IJ1111111lI-..l1 _111!1! II Ilii .- �- , . .� til! .11 1 111�11l1 FILE NO. Ll 113TH AVE., S OF DURHAM ROAD IWOCI Scat i 13 t*AVC STR. OPN. PFRMTT CITY OF TIGARD July 3, 1991 OREGON Mr. Vl.ado Baricevic West Portland Construction Co. 5815 SW Patton Road Portland, OR 97221 RE: Street Opening Permit: #384-90 Assurance (SDR 90-03) Dear Mr. Baricevic: In the matter of the eighty-five thousand dollars ($85, 000 .00) "Agreement with Depositor and Trustee on savings or deposits (Savings Account No. 55-287--280) between West Portland Construction Co. and Security Pacific Bank Oregon and. the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said assurance. All required work is satisfactorily complete. The funds may be released to West Portland Construction Co. . If you have any questions regarding this matter, please contact John Hagman at 639-4111 . S)erely, ` G Randall R. Wooley City Engineer '1J/JFi:b,1ricevi.eop 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ------- -� RC I "b 7Z - ql e--2 se_ c_1i.e�� J r m W.B. WELLS AND ASSOCIVES, INC. 4230 N.E. Fremont PORTLAND, OREGON 97213 DATE JOB NO (503) 284.5896 &-2.8—9 1— FAX -- FAX (503) 284-8530 ATTk NTION2)1 qwta-1 -- -- ----------- WE ARE SENDING YOU ,)d Attached t Under separate cover via___ __ the following items: Shop drawings ❑ Prints Ne Plans ❑ Samplers Specifications Copy of letter ❑ Change order ❑ _____ ___-_—____ _____ _ COPIES DATE NO. DESCRIPTION -- ET- THESE ARE TRANSMITTED as checked below: For approval I 1 Approved as submitted ❑ Resubmit----copies for approval 1 For your use I ! Approved as noted ❑ Submit— copies for distribution ,Ni As requested I I Returned for corrections ❑ Retum corrected prints For review and comment I FOR BIDS DUE ._-- !9 1 ! PRINTS RETURNED AFTER LOAN TO US REMARKS ThG _ �sh�;lf< /,:x► b Cor rec�ee�. .�� _bye- 4 7� ZB 4 - COPY TO_ ,:!GNED F1,1 1_ STLGWA�"►' PlAwIm [m mt.6ftgo smi It enclosures are not as noted, kindly notify us at ones. 47M OF MGARD EDCPENDI-BM RDW ST 7.111=: farm is a multi-use form. Appropriate receipts must be attached. Documentation i:; in;nortant for all purposes. Staple doc mientation to form. VENDOR 140.: DATE: N h Z-7 10A CC' RIXXJIaTF;il BY: _ n" R _ Approved requ ue We3r(---_L-ly 10:00 AM to A/P r checks by Friday.. MI::EL,LIIII S mpamI ipm: -- Date Descr.igLion, Invoice No., etc. Account No. Amount �lVAC,(A 7-t trNk TOFAFL ---- - - , Mileage $0.255 — __ ---__- --=-- -- — IJ _0.• --- APPROPRIATION BALANCE: _ AS OF: --- _�----__— srGvA7vRE: (Up to $25.00) section Mawger Purch. Agent ! — ($25.01-2,500.00) Division Kanagcrr ($2,500.01-7,500.0o) Dept, dead ($7,500.01-15,000.00) City Administrator ------ -- ___ ---_ ($15,000.01- ?) Local Contract Ftc'view Lard----- _ _� ^"-`-` 2/1501F m0GT -• d' 06C+ S I -7 1•) �Qi fr .. .. .. .. .. . LL h W • ZF- F- y h 0 3 Z a 0 Z0Z) h ¢ F �- �� a az > ¢ " Y W " W U Z E Q UWUli ,l= ai3isl jema SKETCH OF Pjzk- -,��mROPOSED GREENIPAY DEDICATION D N0. 90-79 u.c. WLLLO L A3�OC., INC. SCS 1" o ��• BUNN - d, i o1 ° t° leo. I III 1 N z 0 � I D GREEN v \ f 40,�9• ,____ WAY t � G �O• .moo. i6 R � ' \ DAHK _ 3 N t t C, N ' O rn� O 01. � 1 1 um \ O © , cn l N.159"50'1G"W. Q N � t11 1 F-Y ImI- I o0 TRUE POINT OF 15E6INNINO �/ t a REGISTERED I Z t PROFESSIONAL I OI 1 o O LAND SURVEYOR U J OREGVN JULY ie.iy,;a DAVID W. MILLS 01915 N.8- 50 , 16 FARM FENCE W.B. WELLS AND ASSOCI--ES, INC. 4230 N.E. Fremont PORTLAND, OREGON 97213 OATL -_ _.__._.�_.� JOP (503) 284-5896 �'JBg�_- ---- - w"19 - -- --- FAX (503) 284.8530 ATIFN1 �D 4-i-t�1 �A Czt-1 K RE T 1 /V.j ( TlC4-A elf f �~ WE ARE SENDING YOU PC Attached ❑ Under separate cover via —____ -the following items: Li Shop drawings ❑ Prints X Plans ❑ Sariples I i Specifications ❑ Copy of letter ❑ Change order COPIES DP.TE NO. DESCRIPTION A6 IRS V I 5EM7E2__ i4-PTs„ THESE ARE TRANSMITTED as checked below: For approval I Approved as submitted ❑ Resubmit.`_copies for approval I For your use 1 Approved as noted ❑ Submit____ copies for distribution As requested i i Relurnetf for corrections Cl Return.__ corrected prints For review and comment ❑ 17 FOR BIDS DUE 19 11 PRINTS RETURNED AFTER LOAN TO I14,; REMARKS � r . (.10 - - �� VY rQ# COPY TO, SIGNED: )F IQ J, jjg WA42--F "Ornlll 203 (MF I%salt on 41411 11 onclowraa oro not as nofod. kindly notdy us of oneo. CORPORATION STREET DEDICATION KNOW ALL MEN BY THESE PRESENTS, that WEST PORTLAND CONSTRUCTION, INC. do hereby dedicate to the Public P. perpetual right-of-way for street, road, and utility purposes on, over, across, under, along, and within the following described real property in Washington County, Oregon: EXHIBIT "A" To have and to hold the above-described and dedicated rights unto the Public forever for uses and purposes hereinabove stated. The grantor(s) hereby covenants that they are the owner in ee simple and the property is free of all liens and encumbrances, they have good and legal right to grant their rights above-described, and they will pay all taxes and assessments due and owing on the property. "The true and actual consideration for this easement is $0. However, the actual consideration consists of other good and sufficient value given or promised, which is the whole consideration." IN WITNESS WHEREOF, the undersigned corporation has caused this Street Dedication to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. WEST PORTLAND CONSTRUCTION, INC. Name of Corporation ByT res��l� l l ent By: _ Secretary STATE OF OREGON ) 99. COUNTY OF WASHINGTON) 19 Personally appeared and who, each being first duly sworn, did say that the former is the - president and that the latter is the secretary of , a corporation, and that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said inatrument was signed and sealed In behalf of said corporation by authority of its board of directors; and each of them acknowledged said instrument to be its voluntary act and deed. IN TESTIMONY WHEREOF, I have hereunto act my hand and seal this day of 19 Notary Public for Oregon (NOTARIAL SEAL) My Commission Expires: Approvee4-a4i-fie Is a,LdBJicrlotion thin 60 day of J�,tie- 19 -r+ "n.-�r4L1C7(_ B71 I'1'!("-RTA M. .i,+l IPIF,().V — NOTAR) PUBLIC- OILGON Title: E( v, C;mn kion Espim, �a-f 194f/ A(Tprcvea GRANTOR'S NAME/ADDRESS DEPARTMENT)OF "7I' Iulli E fi>sAiL�tn _WEST PORTLAND CONSTRUCTION, INC. By: 5815 S.W. PATTON RD. Titles PORTLAND, OREGON 97221 a sbk<io-aoa3 fI()EiEF7T M ;CHLEINING � ) President wal4 AND ASSOCIATES, INC. 1 ENG/NE:=RS SURVEYORS ' L.,1_1 EXHIBIT "A" 1 OF 4 March 5, 1.991 LEGAL DESCRIPTION W.B. WELLS & ASSOC . , - FILE NO. 90-79 S .W. 113TH AVE. STREET DEDICATION A tract of land for the purpose of a street dedication, being a portion of Lots 24 & 25 , "WILLOW BROOK FARM" , situated in the Northeast one--quarter of Section 15, Township 2 South, Range 1 West. , Willamette Meridian, City of Tigard , County of Washington and State of Oregon , more particularly described as follows: Commencing at the Northwest corner of said Lot 25, said point being the intersection of the center line of S.W. DURHAM ROAD being 40 .00 feet in width , and the centerline of S.W. 113TH AVENUE being 40.00 feet in width; thence South 00101 ' 58" West along the center line of said 113th Avenue, a distance of 45. 00 feet; thence South 89051 ' 43" East , a distance of 20. 00 feet to a point on the East Right-of-Way line of said S .19. 113TH AVENUE, said point being the TRUE POINT OF BEGINNING of the following described dedication; thence South 00101 ' 58" West along said East Right-of--Wav line, a distance of 623 .72 feet; thence South 89050 ' 16" East , a distance of 5. 00 feet; thence North 00001 ' 58" East , parallel to and 5.00 feet distant from the said East Right-of-Way line, a distance of 623 .72 feet; thence North 89151 ' 43" West , a distance of 5.00 feet to the True Point of Beginning. Containing 0.07 acres, more or less. REGISTERED PROFS. SIONAL LF.Nt� SiJF-1��CYOR c OREGON .IIItY 1R I;RO DAVID W. MILLS disc 6, dur. ham 01915 4230 N.E. FREMONT STREET PORTLAND. OREGON 97213 PHONE 284 5896 ROBERT M SCHLE1NING President AND ASSOCIATES INC. ENGINEERS SURVEY0i?S EXHIBIT "A" 2OF4 `larch 5, 1991 LEGAL DESCRIPTION W. B. WELLS & ASSOC. , - FTLF NO. 90-79 S .W. DURHAM RD. 'TREET DEDICATION A tract of land for the purpose of a street dedication, being a portion of Lot 25, "WILLOW-BROOK FARM" , situated in the Northeast one-quarter of Section 15 , Township 2 South , Range 1 West , Willamette Meridian , City of Tigard, County of Washington and State of Oregon , more particularly described as follows: Commencing at the Northeast corner of said Lot 25, said point being on the centerline of S.W. DURHAM ROAD, said road currently being 40.00 feet in width; thence along the East line of said Lot 25 , South 00102 ' 02" West , a distance of 20.00 feet to a point on the South Right-of-Way line of said S .W. DURHAM ROAD, said point being the TRUE POINT OF BEGINNING of the following described dedication; thence continuing on said East line , South 00002 ' 0?" West , a distance of 25.00 feet; thence North 89151 ' 43" West , parallel to and 45.0) feet distant from the centerline of said Durham Road, a distance of 573 .99 feet to a point on the East Right-of--Warr line of S .W. 113TH AVENUE, said Avenue currently being 40.00 feet in width; thence North 00001 ' 58" East along said right-of-way line a distance of 25.00 feet to the intersection of the South Right-of-WaY line of S .W. DURHAM ROAD with the East Right- of-Way line of S.W. 113TH AVENUE; thence South 89'51 ' 43" East alony South Right-of-Wd*v of said Durham Rodd, d distdnCe of 573 . 99 feet to the True Point of Beginning. Containing 0. 33 acres , more or less . RFGIST=rar.lj� PROi=ESSIONAL LAND SUF\'�y0!-? L_OREGON JULY ie. s.tti DAVID W. MILLS 01915 4230 N.E. FREMONT STREET PORTLAND. OREGON 97213 PHONE 2845896 �1U)BEHT M SCHLEINING / President AND ASSOCIATES I INC. ENGINEERS EXHIBIT "A„ SURVEYORS 3OF4 May 30, 1991 LEGAL DESCRIPTION W.B. WELLS & ASSOC. , - FILE NO. 90-79 CURB RETURN DEDICATION. S.W_ DURHAM ROAD AND S.W. 113TH AVENUE. A tract, of land for the purpose of a street: dedication, being a pc:rti.on of Lot 25, "WTI,I,OW BROOK FARM" , situated in the Northeast: one-quarter of Ser-.Aon 15, Township 2 South, Range 1 West, Willamette Meridian, City of 'Tigard, County of Washington and State of Oregon, more particularly described as follows: Commencing at the Northwest, corner of said Lot 25, said point being the intersection of the center line of S.W. DURHAM ROAD, presently being 40.00 feet in width, and the canter line of S .W. 113TH AVENUE, presently being 40.00 ' feet in width; thence South 00001 ' 58" West along the center line of said 113th Avenue, a distance of 45.00 feet; thence South 89051 ' 43" East, a distance of 7.5.00 feet to the TRUE POINT OF BEGINNTNG of the following described dedication; thence South 89 51 '43" Easy_, a distance of 25.05 feet to a point of cusp; thence along a 25.00 foot radius curve concave Southeasterly through a central angle of 90°06' 19" , an arc distance of 39.32 feet (chord bears South 45005'06" West, a distance of '35.39 feet) to a point of cusp; thence North 0"01 ' 58" East, a distance of 25.05 feet to the True roint of Beginning. Containing 1.+.003 acres, more or less. R-G!�sT'C? PRN•t�JIf=L�ri� . ' L LA ] �t:f2�'�. IAV r)Aw. M.ILL3 115 s'/aplt� �C0 V, 4230 N.E. FREMON r STREET PORTLAND. OREGON 97213 PHONE 284 5896 EX IT "A" p 4OF4 W. B . 2 8 AND ASSOCIATES I C. ►- SKETCH SHOWING ZI - THE STREET DEDICATIONS svrvEYORs,--- 4230 N.E. FREMONT ST. PORTLAND, OREGON 97213 PHONE: (503) 284-5896 N.W. COR. JOB NI IMBER 90--79 LOT 25 BY: RM DRAWN BY: RT MAt2CH 12. .991 3/3/ k'iEv,eV",60-6-14 N.E. COR. S00.02'02'W N00"01 '580E S59.51 '430E LOT 25 2g.00� 25.00 25.05' S .W. DURHAM RD . i� •TPOO .\ - - - - -- - - _ N S89.51 '43'E 573.99' 20, N89'51 '43'W NR9*51 '438W 573,99' 5.001 -- �p TPOb CURVE DATA 25' PROPOS sTRc[t •DUR Ah" C.R. R= 25' DEDICATION 90-06' 19 N0'01 '58'E L= 39.32' 25.05' CB= S45'05'06'W C= 35.39' 1 5' PROPOsro STREET DM I CAT I ON Q1 co 4� d I # N 04 1m m 9 0 ce) co co • ■ i� �� 0-4 0 0 � 4 s1 o ul rall REGISTERED PROFESSIONAL LAND SURVEYOR a OREGON JULY 18 14W LAVIDW. MILL`.; � 01915 5/3/9/ S89 50 16 E N89.5O' K 'W 484.00- 5.00' / In - 00 Nt#90 50 WWI 0 z 89.98' CORPORATIO'1' PERMANENT STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT WEST PORTLAND CONSTRUCTION, INC. ,e)einafter cal'_ed the Grantors, in consideration for the sum of0.00 * "The true and actual consideration for this easgmgnt is $ gg 0. -Row , consideration consists 9f other gRod and sufficient value yiioEhgroeO d,of ,%his tthhe whol cpn vderation. Tigard, hereinafter cagled �rantee, grant and convr`y unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaining, inspecting and repairing of an underground storm drainage line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other of+r.ructions on the following described parcel of land, situated in the City of Tigard, Washington County, Stnte of Oregon: SEE EXHIBIT "A" IT IS EXPRESSLY UNDERSTOOD that this easement does nct convey any right, title or interest except those expressly stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such use shall not interfere with the uses and purposes of the intent of the easement. IN CONSIDERATION of the premir.es, grantee agrees that if said Grantee, its successors or assigns sh6ld cause said easement to be vacated, the rights of the Grantee in the above described casement wil,', be forfeited and shall immediately revert to the Grantors, their successors and assigns in the case of such event. TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS 1,'HEREOF, the undersigned corporation has caused this easement to be executed by its duly authorized, undersigned officers acting pursuant to resolution of it Board of Directors. WEST PORTLAND CONSTRUCTION, INC. Name of Corporation Corporate Seel By: President : STATE OF OREGON ) )ss, Byt County of Washington ) Secretary Personally appeared _ and _ who, each being first duly sworn, did say that the former in t.hn _ president and that the latter is the secretary of a corporation, and that the seal affixed to the : oregoing instrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them ncknowlec!ged said instrument to be its voluntary act and deed. Notary Public for Oregon (NOTARIAL. SEAL) My Commission Exptrea: Apar ved ee-to-legal. d"cription this _ day of_�.,i/ 192L. B F.y Commizon Expires: Appr 19'�. GRANTOR'S NAME/ADDRESS DEPA.RTD,PN OF IUIIi�. L/JL�LOPpA�BAi-T� WEST PORTLAND CONSTRUCTION, INC. By �G 5815 S.W. PATTON RD. Title: PORTLAND, ON 97221 TTTOTT— v exp-wox HUWi i+t M SCHLFINING President SIM s4 6mi �' 17 _.71r , AND ASSOCIATES. INC. L.l?�•;:':: ENGINEERS\\ II( SURVE'YORS�L� EXHIBIT "A" [)AVID ','J r,11LLS March 26, 1991 LEGAL DESCRIPTION (W.B. Wells Assoc. , Inc. - Job No. 90-79) STORM SEWER EASEMENT A strip of land with a variable width for the purpose of a Storm Sewer Easentnt, being a portion of Lots 24 Jit 25 of the duly recorded plat of "Willow Brook Farm", situated in the !Northeast one-quarter of Section 15, Township 2 South, Range 1 West, Willamette Meridian, City of. Tigard, County of Washington and State of Oregon, the centerline being more particularly described as follows: Beginning at the Southeast corner of said Lot 24; thence along the South line of said Lot 24, North 890501 !6" West, a distance of 89.98 feet; thence North 00°01'58" East, a distance of 90.00 feet; thence North 89°50'16" West, a distance of 28.08 feet to the centerline of the herein described easement and the TRUE POINT OF BEGINNING; thence along the centerline of a 25.00 foot wide easement (12.50 feet each side of centerline) the following courses and distances: North 10007 '44" West, a distance of 45,.87 feet; thence North 37*58'37" West, a distance of 22.75 feet; thence North 09001 '51" West, a distance of 16.05 feet; thence North 50012'01" West, a distance of 31 .58 feet; thence North 15042'25" West, a distance of 93.76 feet; t:henco North 10037 '29" West, a distance of 35.41 feet; thencc. North 02°40'59" West, a distance of. 26.2.5 feet; thence North 00°10' 17" East, a distance of 33.15 feet; thence North 32.043'42" East, a distance of 29.44 feet; thence North 00045'43" East, a distance of 26.18 feet; thence North 09016'21" East, a distance to a point where the easement narrows to 15•002f et in1 .18 twidth (7-50 feet each side of centerline) ; thence along the centerline of said 15.00 foot wide easement, the following courses and distances: North 18032134" East, a distance of 151 .26 feet; thence North 06006'49" East, a distance of 125.79 feet to the South right-of-, ay line of S.W. Durham Rd. (South right-of-way line being 45.00 feet from centerline) and the terminus of said easement. 'rhe side lines of said easement to be extended or shortened to meet at angle points and property lines. � .' M N F FRFMONT STREET PORI LAND. OREGON 97213 PHONL 284 589f) SKETCH SHOWING _ THE DRA I I .GE EASEMENT -� RZGISTERED W B - �� = 8 PROFESSIONAL � A.9S0Clj7S r C. n~c ' LAND SURVEYOR 0 . ENGINEERS SURVEYORS 4230 N.E. FREMONT ST. PORTLAND, OREGON 97213 O 11 E G O tV PHONE: (503) 2a4-5896 JULY IS. IW DAVID W. MILLS JOB NUMBER 90-79 01915 BY: DM DRAWN BY: RT N.W. COR. MARCH 26. 1991 LOT 25 45.00' 3/ZG�T/ 1 N.E. COR. LOT 25 S "W . _ DURHAM RD _ I — - - - - - - - -- 20' _ N89.51 '43'W I I PROPOSED I 119.1 s DRAINAGE LIQ I I EASEMENT I 25' PROPOSED STREET ISI I DEDICATION )-4 L 2 5' PROPOSED STREET IDEDICATION � 3n, �/ / m ►, r I n Q Y 3.00. CJ CV co to r LINE TABLE '- i o 41 13 I w M BEARING D I STANCE N 00 LI N10.07-44-W 45.87' I u L2 N37'58'37'W 22.75' / .-� o o L.:! N09'01 '51 'W 16.05' I �8 g L4 N50. 12-01 -W 31 .58' I� w I z L5 N 15'42'25'W 93.76' 1-6 N 10'37'29"W 35,41 ' 1 1 I L7 NO2'40'59'W 26.25' 1 I LB NOO. 10' 170E 33. 15' 1 I L9 N32'43'420E 29.44' �z LIC N00'45'43'E 26. 18' � \� 5.00 I L11 N09. 16'21 "E 21 . 18' �\ L12 N18'32';)4'E 151 .26 ' \ -cov 1-13 N06.06'490E 125.79 I \r 1 28.08 P.0.11. N89.50' 16'W 484.00' w S.E. CORNER LOT 24 m' WILLOW BROOK Fj FARM* T.P.0.e o 0 N89'50' 16"W ( fi CORPORATION GREENWAY DEDICATION KNOW ALL MEN BY THESE PRESENTS, that _ WEST PORTLAND CONSTRUCTION. INC. do hereby dedicate to the Public for Greenway purposes the following described real premises in Washington County, Oregon: EXHIBIT "A" To have and to hold the above-described and dedicated rights unto the Public forever for the uses and purposes hereinabove stated. The arentor(a) hereby covenants that they are the owner s) in fee simple and the property is free of all liens and encumbrances, they have good and legal right to grant the rights above-described, and they will pay all taxes and assessments due and owing on the property. "The true and actual consideration for this easement is $0. However, the actual consideration consists of other good and sufficient value given or promised, which is the whole consideration. ' IN WITNESS WHEREOF, the undersigned corporation has caused this dedication to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. WEST PORTLAND CONSTRUCTION. INC, Name of Corporation Corprate Sea ...... U1/l✓fLq= ..+Ti''I h VLO _B y, t z_ ROKI?T/k iN.Jilt: to)Ni President NOTNt;Y P�uLIC O..L'ujjIi By: riCsmmiulanEr ires ( Secretary STATE OF OREGON ) as. COUNTY OF WASHINGTON) 19 Personally appeared and who, each being first duly sworn, did say that the former is the president and that the latter Is the secretary of — a corporation, and that the seal affixed to the foregoing instrument—179— the corporate sea] of said corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them acknowledged said instrument to be its voluntary act and deed. IN TESTIMONY WHEREOF, I have hereunto get my hand and seal this day of 19 i Notary Public for Oregon (NOTARIAL SEAL; My Commission Expires( Approvr,i as to legal 4Pscription this /„ +� day Iof I I'le , 19 Qjl Title: Approved this &1K day of ,)Uxe i9y. GRANTOR'S NAME/ADDRESS DEPARTMEN t�k.(urEk(aCa Cn t cl r,.p�p Cr�4{k1�1Y DE�EI:OPMP.!11' WEST PORTLAND CONSTRUCTION INC By: 5815 S.W. PATTON RD. Title: Ci Q PORTLAND, OREGON 97221 (02105) aD�go-noc Z ROBERT M SCHLEINING President , �wit �-: ANO ASSOCIATES INC. U-NGI NEERS SURVEYORS EXHIBIT "A" March 5, 1991 (REVISED 3-11.-91) LEGAL, DESCRIPTION W.B. WELLS & ASSOC. , - FILE NO. 90-79 GREENWAY DEDICATION A tract. of land for Lhe purpose of a greenway, being a portion of Lot 24, "WI LLOW--BROOK FARM" , situated in the Northeast corner of Section 15, Township 2. South, Range 1 West, Willamette Meridian, City of Tigard, County of Washington and State of Oregon, more particularly described as follows: Commencing at the Southeast corner of said Lot 24; thence North 89°50' 16" West, along the South line of said Lot 24, a distance of 89.98 feet; thence North 00001 ' 58" East, a distance of 90.00 feet to the TRUE POINT OF BEGINNING of the following described greenway; thence North 89°50' 16" West. a distance of 50.00 feet; thence North 18'29'22" West, a distance of 150.00 feet; thence North 7110'06" West, a distance of 70.00 feet; thence South 23149'52" East, a distance of 115.00 feet; thence South 59029' 16" East, a distance of 40.00 feet; thence South 16022' 13" East, a distance of 90.00 feet to the True Point Of Beginning. Containing 0. 16 acres, more or less. r o�-L��11 JU..1 13, IS^..0 DAVID w. MILLS 01'i f:5 DSK 6 GRECNWY 4230 N.E. FREMONT STREET PORTLAND, OREGON 97213 PHONE 284 -5896 A ai3is� SKETCH OF PROPOSED GREENWAY DEDICATION Jon No, 90-79 W.D. WELLO t A530G.. ING• SCALA 1" = t0• c Do UNDO 1 O % X10 \y 1 °`tea 1 P 0 D GR_EEN�PAY 1 fOP DANK _ V c IN � OAU \01N i ~ t O O 00, N.e9050'16"W, I 1 a a o Q I 1 4C TRUE POIW OF DEAINNINA IQ REGISTERED --1 = I PROFESSIONAL I°Oo O LAND SURVEYOR QI 1 u J OREGON89.9 ' I DAVID W. MILLS -1t 01915 N-13905 I G "W. FARM FENCE r e`T . � 7Z r c )rlr D Lt Au- r710 47 a SIC) 1 V CERTIFICATE OF COMPLIANCE RE: This is to certify cw— cxx--)3-) to the City of Tigard, Oregon, that the following items have been installed in compliance with the City's imprcvement standards and specifications; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the above project, to wit: (Project Engineer's Initials) 1. Sanitary Sewer system 2 . Storm Sewer Systema 3 . General Utility Systems: Domestic Water Electric Power Gas Telephone Cable T.V. Streetlighting _ 4 . Street System: Subgrade Base Surfacing. . .Base Lift Final Lift1- PJ'.u1f 4;1/1 Sc�fi�� , Sidewalks f Aprons & Ramps Curb 5. Monumentation System Certified this _',< day of /► u , 19JL_• I i� E who !;,/3 B y: _ ✓/ Pro ect Eng r) �� AFirm: 30,r �' f .0411�`�c2lr`i.✓►� �71�p G�o�� •5�9��) r�-yz.+-d�Hq tiE� t� oc , �7C S�iccJJd .4cc7I 1�11 410 6441fr/ Ie z sem- h-�-��c•-�-v t 1 (1 �l V. May 22, 1991 CITY OF TIGARD OREGON Mr . Vlado Baricevic West Portland Construction Co. 5815 SW Patton Road Portland, OR 97221 RE: Street Opening Permit # 348-90 113th Ave. , South of Durham Road Dear Mr. Baricevic: This is sent_ to inform you that upon submittal of the as-built mylar drawing and the project engineer' s Certificate of Completion (blank copy enclosed) , your improvement work may be placed onto its one year maintenance assurance period. That means that I will provide you with a letter which will allow 90% reduction of the project bond. The balance will be released one year thereafter. Sincerely, ,John S . Hagluan Engineering Technician X11/.7H:hay icevi 13125 SW Hall Blvd.,P.O Box 23397,Tlgard,Oregon 97223 (503)639-4171 ----- May 22, 19 91 CITY OF TIGARD OREGON Portland General Electric Co. Western Division Attn: Brian Moore 14655 SW Old Scholls Ferry Rd. Beaverton, OR 97005 Re: Streetlighting (Street Opening Permit # 384-90) Dear Brian: This is to acknowledge that the City has found the streetlight installation along the east side of S .W. 113th Avenue, just south of S .W. Durham Road, to be satisfactory, and further, to acknowledge authorization for P.G.E . to energize the two (2) lights under Schedule # 91, Option "B" . SincereDly, .r4- --�_ . John S. Hagman Engineering Technician c : file c: City Accountant c: Mr. Vlado Barievic West Portland Construction Co. 5815 SW Patton Road Portland, Or 97221 djNH:pne 13125 SW Hall Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 May 17, 1991 TO: John Hagman FROM: Mike Mills RE: Street Opening Permit No. 384-90 113th - Durham Rd. In response to a telephone request by developer Vlado Baricevic, I inspected the installation of two (2) streetli_,nts on 113th. They are located properly and appear ready for energizatiou. In addition tie has satisfactorily completed the public: street and storm sewer improvements in accordance with the plans, the permit- and all verbal punch list items. The only remaining items that I am aware of are the mylar as-huilt drawings and the engineer's certificate of completion. 7C)H[.W M ;CHI-FINING Proms dont AND ASSOCIATES, INC. ENGINEERS SURVEYORS EXHIBIT "A" 3OF4 May 2, 1991 LEGAL DESCRIP'T'ION W.B. WELLIS & ASSOC. , - FILE NO. 90--79 CURB RETURN DEDICATION. S.W. DURHAM ROAD AND S.W. 113TH AVENUE. A ti-act. of land for the purpose of a street dedication, being a portion of Lot 25, "WILLOW BROOK FARM" ,situated in Lhe Northeast one-quarter of Section lei, Township 2 South, Range 1 West, Willamette Meridian, City of Tigard, County of Washington and State ' of. Oregon, more particularly described as follows: Commencing at the Northwest corner of said Lot 2.5, said point being the interQec�io:; of the center line of S.W. DURHAM ROAD, presently be-.ng 40.00 feet: in width, and the center line of S.W. 113TH AVENUE, presently being 40.00 feet in width; thence South 00101 ' 56" Wgst along the center line of said 113th Avenue, a dista ce o 45.00 feet; thence South 69°51 ' 43" East, a dista cc, of 25.00 feet to the 'TRUE POINT OF BEGINNING of t e fol owing described dedication; thence South 9°51 ' 3" Ea t, a distance of 25.05 feet, to a riL of c :gyp; th ,nce a ong a 25.00 Loot radius curve c,o ave South asterl ' hr ugh a central angle of 90°07 ' 27" , n arch dist nce o 3X�(,j 7, feet (chord bears South 45005'0 " West, a isLanc 35.39 feet) to a point of cusp; ence ort h 0°01 ' 5!3 East, distance of 25.05 feet t� th6 True oint f Beginning Containinci 0 .003 aures, ore r le s. r REGI;TERED,,� PROFESSI AL LAND SU EYOR ,✓e� -,?-6-Z 0 11 W �1 N JULY 18, 1'.idU DAVID W. MILLS 01y15 4230 N.E. FREMONT STREET PORTLAND. OREGON 97213 PHONE 284 5B96 EXHIBIT "A" p 40F4W. B . L-�S' Z g AND ASSOCI ms I G. SKETCH SHOWING 0 . THE STREET DEDICATIONS ENGINEERS z SURVEYORS 4230 N.E. FREMONT Sl . PORTLANG, OREGON 97213 PHONE: (503) 284-5896 N.W COR JOB NUMBER 90-79 LOT 25 BY: RM. DRAWN BY: RT MARCH 17_, 1991 3/3/!i i2Ev.ca�br 1400601 '580E S59.51 '430E N.E. COR. S00.02'02"W 25,00' 25.05' L.T 25 25.00 TPoD - S .W . _ DURHAM RD . 1 ---� `\ _ • Ilath S89.51 '430E 573,99' 20' N89.51 '43'M g ' /-A- 5.00' --r- TPOD/� GURv A 25' PROPos[D sTR[[T ■0[1R AM' R= 25' D[DIGATION \ �= 90'07'27" N0.01 '580E L= 39.32' 25.05' CB= S45.05'08"W C= 35.39' - I `_'i' PROPOBCD STR[[T iA M IGATIOH m co rn �- ti m 04 Qa� ■ N O I; W V' N • • �Q � 8 I I a REGISTERED 7 P CNROFESSIONAL AD SURVEYOR `" OREGON DAVID Vv. MILLS nin15 389.50' 180E � w i N89.50' 18'W 484.00' 5.00' !' o� g z N89�O�O'Tti 89.88' i 13125 S.W. HALL BLVD. ",44 P.O. BOX 23397 CITY OF TIFARD TIGARD, OR 97223 OREGON (503) 639-4171 FROM: -� n 1, E. T�N.��., � ��.t � MESSAGE LL,a- � C-cLJ , L Lij, 4 , .r 1 1n tyle -1 4 ` ,/� [ �"1 1Y.(.L1-L.fiir�... L Lx) e rS: s r, is '�. , _ ck << l VN l](A/� -------_ .�._ •,;1. 11\ .�ti`-,r- ,�-'.,�.-- - "rte �� si_ L'�( �. — v LS-IG��EDL:: Fi E P L Y — --— — ----- �L(iIGNFI) _ DATE PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. FILE COPY 1 ;{OHf.NT M SCHLEINING ( Vres"low AND ASSOCIATES I INC. / ER L.01\I"LEN6/NEE S!:t c'r�►.V 'f�.'2 EXHIBI , ; '' SURVEYOR+�/ 1 OF 2 EXHIBIT "A" '.'y1tfV:M M F March 26, 1991 �r -m`4' LEGAL DESCRIPTION (W. B. Wells & Assoc. , Inc. - Job No. 90-79) STORM SEWER EASEMENT A strip of land with a variable width for the purpose of a Storm Sewer Easement, being a portion of Lots 24 & 25 of the duly recorded plat of "Willow Brook Farm", situated .in the Northeast one-quarter of Section 15„ Township 2 South, Range 1 West, Willamette Meridian, City of 'Tigard, County of Washington and State of Oregon, the centerline being more particularly described as follows: Beginning at the Southeast, corner of said Lot 24; thence along the South line of said Lot 24 , North 89150'16" West, a distance of 89.98 feet; thence North 00001 ' 58" East, a distance of 90.00 feet; thence North 89050'16" West, a distance of 2,8.0E feet to the centerline (-f the herein described easement and the TRUE POINT OF BEG._rJNING; thence along the centerline of a 25.00 foot. wide easement (12.50 feet each side of centerline) the following cours,,�s and distances: North 10107 ' 44" West, a distan%e of 45. 87 feet; thence North 3'1°58 ' 37" West, a distance of 22..75 feet ; thence North 09001151 " West, a distance of 16.05 feet; thence North 50012101" West: a distance of 31 .58 feet; thence North 15042' 25" Weat, a vJstance of 93r fi--foflt; thence North 10°3'l' 29" We:;t, a distal:^e of 35. l feet:, thence North 02.°40' 59" We.;t. , a distance i 25 5 feet; thence North 00°10' 77" East, I dirtance f 33.15 feet; thence North 32043' 42" Fast, fde stance < "' 29.44 feet; thence North 00045'43" East, stance o 26.18 feet thence North 09°16'2.1 " Ei�st, aance of 2 .18 feeta point where the easement narro 15.00 eet in width (7.50 feet each Ride of cenne) ; Lhen _e along the centerline of saifi 15,60 foot. easement, he following coursesand distances: North 1i„' East, distance of 151.26 feet; thence North 06° ” Bast, a distance of 125.79 feet to the 6outh right-qf-way'line of S.W. Durham Rd. (South right-of-way line ,be ---45.00 feet, from centerline) and the terminus of said easement. The side lines of gni eauement to be extended or shortenea to meet at a P-Qlnt-n and property lines. ^ ' 1O N E FREMONT STREET PORTLAND. OREGON 97213 PHONE 284 5896 EXHIBIT "A" SKETCH SHOWING 2OF2 THE DRAINAGE EASEMENT —� g REGISTER'-:-D w W. B . L :yW IJ�S u PRC� � ,G�d,.L LENGINEERS Assocr\�s INC. 0 . LAND SURVEYOR YEYORS CURVE DATA G� " SLC/�I � N.E. F'FEMONT 5T. R= 25' AND, OREGON 97213 N W COR ' R by i•� : (503) 284-5896 �= 90 07 27 �i ll,, .n � - LOT 25 L= 39.32 DAVID W. IV;L�j JOB NUMBER. 90--79 45.00' CB= N45'05'08'E N.E. COR. 01915 BY: RM DRA!NN BY: RT C= 35.39 LOT 25\MAY 1 . 1991 S .W . — DURHAM RD 20' 1 PROPOSED L13 DRAINAGE I I 1 RADIUS CURVE I ' 1 25' PROPOSED STREET EASEMENT I, I DEDICATION I I L12 1 1 5' PROPOSED STREET c� 1 I DED I C.-TION �Q'QQ m cy 01 Nr ' Sri, w I in LINE TABLE o 1 W If BEARING DISTANCE , l o 4j -- - V) ao OD I,I NIO'07'42"W 45.87' J ) I� V4I L2 N37.58'37"W 22.75' /`' co '"4 L3 N09'U 1 '51 "W 16.05' ��I $ 1-4 N50' 12'01 "W 31 .58' L5 N15°42'25"W 93.76' I L6 N10037'29"W 35.41 ' I �I (n 1 l_7 NO2'4U'S9"W ?6.25' 1 1 L8 N00. 10' 17'E 33. 15' 11 i \5.0 II L9 N32'43'42"E 29.44' 25 0' L 10 N00'45'43"E 26. 18' 1 r- LII N09' 16'21 "E 21 , 18' L12 N18.32'34'E 151 .26' N L13 N08.06'49"E 125.79' 1 1 P.O.B. S.E. CORNER N89.50' 18•W 484.00' - - �� LOT 24 C0 'WILLOW BROOK u) � FARM' c) N89.507 • 98.8 ' ROBERT M SCHLEINING President AAR AND ASSOCIATES, f' +: -' ._ ;aa1Ghl"►L ENGINEERS EXHIBIT "A" S.IRVEYORS\ 1 OF 2 EXHIBIT "A" 4 March 2.6, 1991 LEGAL DESCRIPTION (W.B. Wells & Assoc. , Inc. - Job No. 90-79) STORM SEWER EASEMENT A strip of land with a variable width for the purpose of a Storm Sewer. Easement, being a portion of Lots 24 & 25 of the duly recorded plat of "Willow Br.00k Farm" , situated in the Northeast one-quarter of Section 15, Township 2. South, Range 1 West, Willamette Meridian, City of Tigard, County of Washington and State of Oregon, the centerline being more particularly described as follows: Beginning at tht,! Southeast corner of said Lot 24; thence along the South line of said Lot 24 , North 89°50' 16" West, a distance of 89.98 feet; thence North 00°01 ' 51." East, a distance of 90.00 feet; thence North 89050' 16" West, a distance of 28.08 feet to the centerline of the herein described easement and the TRUE POINT OF BEGINNING; thence along the centerline of a 25.00 foot wide easement (12.50 feet each Nide of centerline) the followingand distances- North 10007 '44" West, a distance of . 5.87 f et; thence North 37158 ' 3-" West, a distant of 2.75 f et; thence North 09°01 ' 51" West, a distant . of 1 .05 flet; thence North 50°12'01 " West, elastance of 3 .58 f .et; thencr North 15042' 25" West, distance of 9 .76 eet; thence North 10"37 ' 29" Wert., distance of 3 .41 feet; thence North 0l."40'59" t9ntit, distance ,of 26 2 feet; thence North 00°10' 17" Fast, a distance sof 33 5 feet; thence North 32.°43' 42" East, a distil nce of 29.44 feet;. thence North 00°45'43" Ealst, a distance 6f 2.6. 18 f t; thence North 09°1.6'21" Easi , a distar�e of Al .18 fe to a point. where the easement. narr ws t 15.00 Feet/ n width (7 .50 feet each, side of ; cent .rliZ ; them along the centerline of sai� 15.00 oat, w1i - easement,". the following courses and distances. No t.h 18°32.' 34" Ea0t, a distance of 151.2.6 feet; thench L1ort 06006'49" )est, a distance of 125.79 feet to the Sputhfright-of-K.aY line of S.W. Durham Rd. (South right-of ;wa line �5eing 45.00 feet from centerline) and the terinfnus op said easement. The side lines of saideasement to be extended or shortened to meet at angle points and property lines. 4230 N.E. FREMONT STREET PORTLAND. OREGON 97213 PHONE 2845896 EXHIBIT °a" SKETCH SHOWING 2 of 2 THE DRA I NAGE EASEMENT ---- g REGISTEREil W W. D _s r L� L 0 . AND ASSOCIAT1�i'.S I Z — LAND SURVEYC►R ENGINEERS CURVE DATA GAG(/.�G�y SURVEYORS / _ 4230 N.E. FREMONT ST. ' �' PORTLAND, OREGON 97213 R= '1.5' 0 R E L:'() 7 PHONE.: (503) 284-5896 N.W. COR. A= O'17'27" MLY ,8 LOT 25 L= 9.32 DAVID W. P„iL� ; 45.00' CB= N45'05'08'E D,n�G I N.E, COR, JOB NUMBER 90--79 C= 35,39 LOT 25 BY: RM DRAWN BY: RT — - -S •W” - DURHAM RD_ - MAY 1 1991 if�, -- - - - - - - —_ 20' _ N89'51 '43"w 543 g4' T — P. I . IF 25' I I PROPOSED L133 — RADIUS CURVE I DRAINAGE I , 25' PROPOSE0 STREET EASEMENT ISI DEDICATION I I L12 I � 1 5' PROPOSED STREET �� ' DEDICATION cco n til cnv 5co '0' ti So' / 3 N m (O In LINE TABLE �+ 3 I w # BEARING D I STANCE I ( 0 +� _ _— cv co w 'D LI NIO.07'42"W 45,87' `"'1 _I _ L2 N37.58'37"W 22.75' � Io o L3 N09'01 '51 "W 16.05' L4 N50- 12-01 "W 31 .58' g L5 N!5'42'25"W 93. 76' r 1-6 N I O.37'29"W 35.4 I �I (ni I L7 NO2.40'59'W 26.25' 1 I LB N00. 10' 17'E 33. 15' I1 X5.0 L9 N32'43'42"E 29.44' 0' LIO NOO'45'43"E 26, 18' LII N09. 16'21 "E 21 , 18' �.1 L12 NIB'32'34'E 151 .26' r – o L13 N06'06'49'E 125.79' I \ 9 \ N89.50- 16-W 484.00'— w S.E. CORNER LOT 24 m_ "WILLOW BROOK �g FARM' g ' N89'50' 16"W 89.98' No Cx" rUWI4_lapot,,C_e r,1J c c,en CITY OF TIGARD -- RECEIPT OF PAYMENT RECEIPT NO. :91-210443 CHECK AMOUNT - 4000. 00 NOME : WEST PORTLAND CONSTRUCT. CA!*,H AMOUNT (A. 00 ADDRESS : DURHAM ROAD PROJFCT PAYMENT DATE 03/06/91 5815 SW PATTON RD. SUBDIVISION PORTLAND, OR. 9 7 c,E,I- PURPOSE OF PAYMFNF AMOUNT PAID PURPOSE OF PAYMENT 0MOLINT PPID - - — - - ' SURVEY L-i-RVEy PERFURM(INCE ASSURANCE TO GUARANTEE A MONUMr--.NTED SURVEY URVEY WITHIN 45 DAYG OF TODAY' S DATE f'OTAL A140UNT PAID 4000. 00 3/6��i t Y 1 d� = q C � � {�a,�-c. c�• '� • �.�.�C.C .. I h�fit CSC. o 1 W�! Uo r �G 4,,._ �c � r G� yell F l7 � b ROBERT M. SCNLEIN NG President proASSOCIATES. INC. ENGINEE' S SURVEYOR ' March 5, 1991 LEGAL DESCRIPTION W.B. WELLS & ASSOC. , - FILE N0. 90-79 S.W. DURHAM RD. STREET DEDICATION A tract of land for the purpose of a street dedication, being a portion of Lot 25, "WILLOW-BROOK FARr-1" , s"tuated in the Northeast one-quarter of Section 15, Township 2 South, Range 1 West, Willamette Meridian, City of Tigard, County of Washington and State of Oregon, more particularly describes as follows : Commencing at the Northeast corner of said Lot 25, said Point being on the centerline of S .W. DURHAM ROAD, said roa,J currently being 40. 00 feet in width; thence along the Fiat line of said Lot 25, Suuth 00102 ' 02" West , a distance of 20.00 feet to a point on the South Right-of-Way line of said S.W. DURHAM ROAD, said point being the TRUE POINT OF BEGINNIbTr, of the following described dedication; thence continuing on said East line, South 001102'02" West, a distance of 25.00 feet; thence North 89051 ' 43" West , parallel to and 45.00 feet distant from the centerline of said Durham Road, a distance of 573 .99 feet to a point on the East Right-of--Way line . of S.W. 113TH AVENUE, said Avenue currently being 40. 00 feet in widt,,l; thence North 00101 ' 58" East along said right-of-way line a distance of 25.00 feet to the intersection of the South Right-of-way line of S .W. DURIUM ROAD with the East night-of-Way line Of S.W. 113TH AVE14UE; thence South 89051 ' 43" East along South Right-of-Way of said Durham Road , a distance of 573.99 feet to the True Point of Beginning. Containjr.i 0. 33 acres , more or less. REGISTEREDPROFESSIONAL -AND SURVEYOR e. 0OREG�ON DAVID W, MILLS OtQ15 4230 N.E. FREMONT PORTLAND. OREGON 97213 PHONE 284-5896 Y� i = g , 0 ° SKETCH SHOWING LN • THE STREET' r\B's rZ� - DEDICATIONSERS ORS EMONT ST. EGON 97213 ) 7.8 age N.W. COR. JOB NUMBER 90-79 LOT 25 BY: RM DRAWN BY: RT 45.00' MARCH 12, 1991 N.E. coR. 800002'02•w S . W• LOT 25 - ---�-- - _ _ DURH_�1M RD � 2s.00' N00.0I '58"E S89 51 '43•573.99 .'l�.o - - - - -� 25,00- ,.. � ` 20, " i IP3th4` , N99.51'43.1 5. 25' PROPOSED STREET 'DUR M• I DEDICATION 5' PROPOSED STREET DED I CL.T I ON W IN ^ cn r' �7 ao cy m �a cl � p� O 0 0 Qo pQp � I REGISTERED t PROFESSIONAL `? LAND SURVEYOR ` 04 --ice - OREGON I JULY 1RI , 14Pp " 0 bAVID W. MILLS I 01915 ,\O � �tl 1 S89.50' 18'E N se 5o Is•w ' 5.00' 484.00' w o N99.50'6- 89.98' i = 8 W. SKETCH SHOWING Ass�cr7S r c. cc Z ' THE STREET DEDICATIONS ENGINEERS SURVEYORS'-_--- 4230 N.E. FREMONT ST. PORTLAND, OREGON 97213 PHONE: (503) 284-5896 JOB NUMBER 90-79 N. BY: RM DRAWN BY: RT LOT 25 45.00'COR. MARCH 12, 1991 LOT l N.E. COR. SQp•02'02•w \ _" _ - - -S . W . - LOT 25 25.00' DURHAMRD_� _ 1400.01 '58'E S@9•S I °43' 573;99 1, 20' 25.00, • _ All IT r8 thy` pp N69•S�7/ •DUR i M• 5' 25' PROPOSED STREET DEDICATION I 5' PROPOSED STREET DEDICATION �� m c� m W I N tV r co cy C4 m m O C0 o -� 0- 0 Q REGISTE-'ED PROFESSIONAL LAND SURVEYOR oOREGON N — Any 1B, 1990 DAVID W. MILLS 01915 I S99*50' 16'E N89•50' 18•W 484.00' w 5.00' t CD _ J gU 0 2� Nes• o' I e es.se' ROBERT M. SCNLEINING President ��a�rwms� AND ASSOCIATES. INC. ENGINEERSS SURVEYOR March 5, 1991 LEGAL DESCRIPTION W.B. WELLS & ASSOC. , - FILE NO. 90-79 S .W. 113TH AVE. STREET DEDICATION A tract of land fo:• the purpose of a street dedication, being a portion of Lots 24 & 25, "WILLOW BROOK FARM" , situated in the Northeast one-quarter of Section 15, Township 2 South, Range 1 West , Willamette Meridian, City of Tigard, County of Washington and State of Oregon, more particularly described as follows: Commencing at the Northwest corner of said Lot 25, said point being the intersection of the center line of. S .W. DURHAM ROAD being 40.00 feet in width , and the centerline of S.W. 113TH AVENUE being 40.00 feet in width; trence South 00001 ' 58" West along the center line of said 113th Avenue , a distance of 45.00 feet; thence South 89051 ' 43" East, a distance of 20.00 feet - to a point on the East. Right-of-Way line of said S.W. 113TH AVENUE, said point being the TRUE POINT OF BEGINNING of the following described dedication; thence South 00°01 ' 58" West along said East Right-of-viy line , a distance of 623 .72 feet; thence South 89150 ' 16" East , a distance of 5. 00 feet; thence North 001101 ' 58" East , parallel to and 5.00 feet distant from the said East Right-of-Way line, a distance of 623.72 feet; thence North 69051 ' 43" West , a distance of 5.00 feet to the True Point of Beginning. Containing 0. 07 acres, more or less. REGISTEriEU PROFESSIONAL LAND SURVEYOR OREGON JULY IB, 1800 DAVID W. MILLS disc 6 , durham 01915 3,%z/F/ 4230 N.E. F'REMONT STREET PORTLAND, OREGON 97213 PHONE 284-5896 1 1 L- X 8 W. B . -- . L-.��S' SKETCH SHOWING A Assncr�$s r jr �I THE STREET DEDICATIONS O '_ F.NG I NEER; SURVEYORS 4230 N.E. FREMONT ST. PORTLAND, OREGON 97213 PHONE: (503) 284-5896 / JOB NUMBER 90-79 BY: RM DRAWN BY: RT N.W. COR, MARCH 12. 1991 LOT 25 45.00' / N.E. COR. S00.02'020M 25�` —S . W . LOT 25.00'DURHAM RD � S83-51 '43' :a73.9 20' N00.011580E 25.00' ,---4- • ppgg IT,p IPTPO N89.5�13'W 'DURHAM' 5 25' PROPOSED STREET DEDICATION 5' PROPOSED STREET DEDICATION m -cm 04 C-4 C4 Q rl�j m in ri m w C`7' N \? Q O Q • O C'1 ,°D ,m o 0 0 0 . Ig REGISTERED V I PROFESSIONAL ran LAND SURVEYOR I OREGON 0 DAVIU W. MILLS 01915 t S89.50' 160E Nes"50' I6"w 484.00- 5.001 84.00 5.07' ;o Om N89"50' 16' es.se' '1 t!i ED SEWERAGE TO 916244952 P.01 Uf UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY March 5, 1991 BY FACSIMILE I-624 -4951 City of Tigard PO Box 23397 Tigard, OR 97223 Subject: Lawpman Local Improvement District The Agency's Board of Directors accepted the Lampman Local Improvement District as final at its meeting of February 26, 1991 by Resolution Order No. 91-14. If you have questions, please call. sincerely, K-,-4r�zChainber-lin Project Manager /eb 180 North First Avenue.Sult7 270 hlll>t wo.Oregon 97124 Phone.503/648.8621 FAX:603/640-3825 ■ ROBERT M SCHLEINING President was AND ASSO\\CIATESI INC. / ENGIN ERS�` I / SUjT vE- O S L_,/ EXHIBIT "A" 1 OF 4 March 5, 1991 L,EGaL DESCRIPTION W.B. WELLS & ASSOC. , - FILE NO. 90-79 S .W. 113TH AVE. STREET DEDICATION A tract of land for the purpose of a street dedication, being a portion of Lots 24 & 25, "WILLOW BROOK FARM" , situated in the Northeast one-quarter of Section 15, Township 2 South, Ranee 1 West, Willamette Meridian, City of Tigard, County of Washington and State of Oregon, more particularly described as follows : Commencing at the Northwest corner of sai&--G6 said point being the intersection of the cente line o,f S .W. DURHAM ROAD being 40.00 feet in width, and he cen erline of S .W. 113TH AVENUE being 90.00 fee in width; thence South 00001 ' 58" West along the rater ine of sa d 113th Avenue, a distance of 45.00 f t ; then a Sduth 9°51 ' 43" East , , a distance of 20.00 fee to a oint o the East Right-of-Way line of said S .W 113TH VENUE, said point being the 'TRUE POINT OF B INNING f t e follow. g described dedication; thence outh 00°01 ' " West long said East Right-of-Way lisle, dis ance,, of 523 . feet; thence 8uutl> 89°50 ' 16" E s1 a di Lance of .00 feet ; thence North 00°01 ' 58" Ea t , para l.el to a 5.00 feet distant from the sajNor Ri ht- f -A'ay 1 ' e , a dir•tance of 623 .72 feet ; thenh 89 43" We a distance of 5.00 feet to the`Truof BeginninContaining 0.07 ageor less REGISTERED PROFESSIONAL / [LAI,!0 SUP.VEYOR OREGON JULY t9. I90D DAVID W. MILLS O1'I15 di sr 6 , durham � 4230 N.E. rREMON"T STREET PORTLAND. OREGON 97213 PHONE 284 : 896 JC FD Gross DIsc on cont , in box PLS 636 Held N . E . COR . 10 11 FD brass Disc in box f -- _._N . W . COR , 15 14 LOT 25 - Unreadable Held LOT 25 q S W DURHAM RD . 7— 40 S890 51 ' 43 " E , 573 . 99 ' __125 r25251 Alie 774-15 D/s 4.ac-iEr 1117 451 AFID i /211 Iron Pipe $89'051 ' 43"E 568 - 99 , kDo k/br- UP 0 . 20 I ; I ` J \ Held E.-W N89051 ' 43 " W Falls 0 , 19 N , 5 . 00 -,�SOO* 02 ' 0211W NARK A T I VEI T 25 . 00 ' I -_---_--,_-�__ THE PURPOSE OF THIS SURVEY IS TO MONUMENT ------ PROPOSED STREE THE PROPOSED GREENWAY 8 STREET DEDICATIONS DEDICATIONS PER THE CITY OF TIGARDS REQUIRMENTS , THE BASIS OF BEARINGS IS THE CENTERLINE OF S . W . DURHAM RD , THE CONTROL FOR THIS SURVEY _ I i � � IS BASED ON OUR PREVIOUS SURVEY DATED NOVEMBER _ , 1 1988 8 RECORDED AS C . S . 23060 . c\j 04 �� II • _ 00 ra 0 W a � ,C� I � ► ol �� ad LEGEND 1 : 01 01 0 0 I i0l , � a � 11u) 0 SET 5/811 X 30 IRON ROD WITH YELLOW PLAS%TIC . 11 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - CAP STAMPED " W , B , WELLS AND ASSOC . , INC - - -- - - - - - - - - - - - - - \ FD 5/8/ " Iron Rod • FOUND MONUMENTS) AS NOTED L 4 10 W /UP 0Ca P . L . S . 876 . � Good E-W 25 - MONUMENT IN PLACE , 1988 00 NOW GONE . LOT 24 T5 O. 0 8 ' a, � I � I SPOP 859. 28 ' 16"E 40 . 00 ' GREENWAY DEDICATION FD 5/8 '1 Iron Rod FID 5/811 Iron Rod 0 . 158 ACRES W/Cap P . L . S 876 _ W/CAP P . L . S . 876 Falls 0 . 05 S . DN 0 . 5 0 . 08 E . Falls 0 . 05 S . 0 . 05 W . 50.00 , d- NW50' 16*W 479 .00 ' N890 50 ' 16 " W 5 . 00 ' FD 5/811 Iron Rod W/CAP P . L . S , 876 0 DN 0 . 3 Held N-S - Falls 0 . 04 W . - - - FID 5/8 Iron Rod m W/ Cap P . L . S . 876 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - UP 0 . 1 N89* 50 ' 16 " W 484 . 00 ' NO" 1166W Held E-W FD 1 - 1 /4 " Iron Pipe 0 1 Held as 2 . 0 N .If DN 0 . 3 FID 5/8 Iron Rod Per C . S . 19306 P R ! NT ED Held for (L S . W . 113th Ave . W/ Cap P . L . S . 876 , �,, : , . ., F Falls 0 . 28 S . S , W COR LOT 22 0 . 13 E . MAR 2 7 1991 DAV L LS W. 8. WELI.ho DESIGNED --NIA RESOLVED SITUATED IN THE AW 114 , SECTION f5i T. 2S. g R. 111'. R DRAWN . T COUNTY OF WASHINGTON STATE OF OPJGON A BOUNDARY SURVEY DATE 3'29-91 SCALE 1 " 0 60 ' BASIS OF BEARINGS: CS 23060 of AND AS56C0A1F_S,' INC it FILE NO . 90-07-9 REVISED BASIS OF DATW: NIA Lot 25 ►& A Portion of Lot 24 " Willow Brook Farm " ENs�NEERs�suRVEroRs � . _ EMM I T NC; - '318 4 CF 1- 0 --------- 44,;:Ib `44! 11 Jill 11111 111111111 1C 1 � •11'1l I -_ - -_ 2 3 4 5 6 7 8 9 NOTE : IF THIS MICROVILMED 12 DRAWING IS LESS CLEAR THAN THIS NOTICE-, * 11 IS DUE TO THF QUALITY OF THE ORIGINAL OE 6Z 8z le 9t? SZ V? cz ze 12 0z 61 91 !- 1 191 91 t, I C1 <711 11 01 6 9 - - ,, 11UlIlji111 lU�llll�__U I 0 LI IIIl�W�II a cl 9 ,fix! ST Ac, a .fi. •. r r: V7 7 ov .. 4 1 f H �.1-.4 y ;+•. r „rt«i: 4 �' , h ST. OPN . PERMIT NO. 384-90 .4 OF 10 r r : • : } r , , r • t +» ,•. .l 1'I�t' '�! tj 1 �� i(Tr rtl�l`` �F 1�1 1� 1 ( t 1 1 �1 !�1 1�1 1�1 I111I I 1+1 1�1 �1 1�II 1I1111111�11111 E 111 .. �1i1 4 5 d T e 00 NOTE: IF THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTXgh--77 It-OW TO Y OF THE ORIGINAL .,_. . .. .. - *o►"DRAWING. Oc a 1t Lt U [I 91 sI bl c al II so « 1 z r c i 1'w' �-'�l t1�11NI1111�1111I1 W_ MARCH, 30 ,,,,:, I —.«ywlr;tw.��. T 'n-r,.j ,' 1.'1i5:1""F"i•"!,M1ti9xja.. Via:. �•-rr•,k - �� ;�7,,,., :. `` �ryy� Mfr ',.i� 1.,.. r , ''�.^41•, u:' it �1!.�'�'. r` ': .':. ` . ,. � �'� ..1 �drH"Iry1` '•"I�Y�Y" Ja".Jy�lr.., - :$k,? A-'`'. r .I�.IE..,.,' .. :i:. II.,.:.,-,{. I.A. r:r'r. C"I'.: 'r I'., •,�. •1�,r r.�lll!, 1 ,.. .-, t:. .,. � :, .•� .c. 1., ,s ,a,. :. . �-..,... :..Y •li ,.,:{'• i,. :.f+:t' :'1.,. ._,.r. '.r., , r. I. v r. 1 ri t l. r 77, u � ��. .•r.rE.e]r;5 r. +..1.„, ..,,^��,Idu a .21 E :?. � Id d!T!r. r dlj� I I. r HORFRT M 3CHLEINING 1 Pr,!S,tlenf WS jj4brWz- ANO ASSO\CIATES, INC. EN6/NEERS` SURVEYORS'd EXHIBIT "A" 2OF4 `]arch 5 , 1991 LEGAL DESCRIPTION W.B. WELLS & ASSOC. , - FILE NO. 90-79 S.W. DURHAM RD. STREET DEDICATION A tract of land for the purpose of a street dedication, being a portion of Lot 25, "WILLOW--BROOK FARM" , situated in the Northeast ane-quarter of Section 15, Township 2 South , Range 1 West , Willamette Meridian, City of Tigard, County of Washington and State of Oregon, more • paiticularly described as follows: Commencing at the Northeast corner of said Lot 25, said point being on the centerline of S.W. DURHAM ROAD, said road currently being 40.00 feet in width; thence along the East line of said Lot 25, South 00002 ' 02" West , a distance of 20.00 feet to a point on the South Right-of--Way line of said S .W. DURHAM ROAD, said point being the TRUE POINT OF BEGINNING of the following described dedication; thence continuing on said East line, South 00 2' 0 West , a distance of 25.00 feet; thence North 8 °51 ' 3" West, parallel to and 45.00 feet distant fr m th cen erline of said Durham Road, a distance of 573.9 fee to point on the East Right-of-Way line S .W. 113T A'J NUE, said Avenue currently being 40.00 fe6t. in widt ence North - 00°01 ' 58" East along said ri it -cAf-waN lin distance_-Gf 25.00 feet to the intersect n o the Sou '1 Right- -Way line of S.W. DURHAM ROAD wits th Ea Right-of- ay line of S.W. 113TH AVENUE; then c So th 8951 ' 33" ast along South Right-of-Wdy of sd d Dur dm Road, k diStdllCe of 573 . 99 feet to the True Pont of Beginning/ Containing 0. 33 acres, m e o ess. \ RF -!7!:p PROF'ESSIcJNAL ,LAND SI�R\'!��'nrI Ot2EGON nn v ,u ,s.,u DAVID W. MILLS r. 01915 4230 NA FREMONT 51-REET PORTLAND, OREGON 97213 PHONE 284 5896 ROBERT M SCHLEINING President We jNW � AND ASSOCIATE-S I INC. ENGINEERS EXHIBIT "A" SURVEYORS 3OF4 May 2, 1991 I,EGAL DESCRlPTION W.B. WELLS & ASSOC. , -- FILE NO. 90--79 CURB RETURN DEDICATION. S.W. DURHAM ROAD AND S.W. 113TH AVENUE. A tract, of land for the purpose of a street dedication, being a portion of Lot 25, "WILLOW BROOK FARM" ,situated in the Northeast one-quarter of Section 15, Township 2. South, Range 1 West, Willamette Meridian, City of Tigard., County c.-f Washington and State of Oregon, more - particularly doscribed as follows: Commencing at the Northwest corner of said Lot 25, said point being the intersection of the center line of S.W. DURIiAM ROAD, presently being 40.00 feet in width and the center line of S.W. 113TH AVENUE, presentl ein 40.00 feet in width; thence South 00001 ' 58" Went al g the center line of said 113th Avenue, a ista ce o 45.00 feet; thence South 89°51 ' 43" East., a ista ce f 25.00 feet to the TRUE POINT OF BF0#I�INING of a ollowing described dedication; thence./ Sou 8 °51 ' 3"/ East, a distance of 25.05 feet to a p int o cu p; t e ce alon ,A' 25.00 foot radius curve con • ve Southe ster jy thro��t a central angle of 90°07 ' ?.7" , a arc dicta ce of 39„3?, feet (chord bears South 45005'08” West, a istance,,�f 35.39 feet) to a point of cusp; t nce orth 0°01 ' 56" East, a distance of 25.05 feet t the rue oint of Beginning. Containincl 0 .003 acres, ore o le s. X 'Ix REGISTERED J PROFESSIONAL LAND SURVEYOR ./ O" _;�_ '' N .SIP , DAVIDD 1W_ MILLS 01915 4230 N.E. FREMONT STREET PORTLAND, OREGON 97213 PHONE 284 5896 EXHIBIT "A" / 4OF4 W. B . - LL-.S' 8 SKETCH SHOWING AND ASSOCIATESI C. p •1 ENGINEERS I--,)_ THE STREET DEDICATIONS CAT I ONS SURVEYORS' NEORS 4230 N.E. FREMONT ST. PORTLAND, OREGON 97213 PHONE: (503) 284—•5896 N.W. COR, JOB NUMBER LOT 25 BY: RM DRAWN BY: RT MARCH 12, 1991 .5/3/!/ lewV,e&eh -0,4 N05S59.51 '43'E N._ _ _ l T. 5R. S00.02'020w2 -25,05LO2_25.00 -S .W. DURHAM RD , latiho S89 51 43 E 573.99 1 J8 N89.51 '43.W r 5.00' TP A CURVE DATA 25' PROP03rn STRcrT h' 4 TPOD DCDICATION •DOR R= 25' i�= 90.07'27" N0.01 '58'E L= 39,32' 25,05' CB= S45.05'08"W C= 35.39' 5' PROP05ED STREET (D WDIGATION m ai Icy ti ~ a N tV Q � 3 i-) W� C4� O •-� �o o ��aQ N V) , EpLAND EGISTERED OFESSIONAL SURVEYOR _ o OREGON JI1Ly 18 tuNn DAVID W MILLS 0115 5 3/77/ ^ 3N89'50' 18'w 484.00' w 89.30' 18•E 3.00' vi� o, N8P 50'. 8 89.98' CITY Or- 'T I GARD - RE CE I PT OF PAYMENT RE=CF I F'"I' NO. t 91 -c't Q�E7►9`; UiECK AMOUNT 283. 68 NAME. WE ST PORTLAND CONSTRUCT CASH AMOUNT 0. 00 ADDRESS 58155 SW PATTON RD PAYMENT DATE. 0 /c_'7/91 ` SUBDIVIJION : I PORI-I..AND, OR 972 '1•- r'URF'OSE OF: PAYMENT AMOUNT V'A 1 D PURPOSE. OF' PAYMENT AMOUNT E'A 11) I IJ iTOMER DE PO 283. b8 I; I, I� I. I. STREET OPEN PERMIT #384-.1)0 -:33T f.-.'ET i,_WHT DEPOSIT TOTOL AMOUNT PAID - > c'63. 68 i r CITY OF TIGARD February 22, 1991. OREGON West Portland Construction Co. 5815 S.W. Patton Road Portland, OR 97221. RE: Street Opening Permit # 384-90 (S.W. 113th Ave. S. of Durham Road) Dear Mr. Baricevic: Please submit a check to the City of Tigard, Oregon, in the stmi of $283.68 for the two year energy and maintenance fee for the two streetlights for your project. 1. will be able to sign-off on condition number 14 of SDR 0-0-0003 when this is done. Sincerely, ),john Haan Engineering Techician dj/JH 13125,13W Full Blvd.,RO,Box 23397,Tigard,Oregon 97223 (503)639-4171 ------- Ile Ila el /C)O (7C404#4�E- i?e�- ,40-7"/ 7�-{ e., Tse Sa-y l' Gtr - ,f 7 C, ICA, va � o G 8 503 ?q4 8730 I,1P WELLS ASSO. r 1=' �a t_16•�'41#1 A0WRf M SCHLEINING Prpgk*nl AND ASSCIA YES. INC. EN6/NEE7S` SURYErORS�L September 18 , 1990 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Gary Alfson Re : S.W. 113th Avenue Improvements Dear Mr. Alfson: It has been concluded that the newly constructed curb on S .W. 113th Avenue was built too low and the City will not accept the curb. W. B. Wells & Associates is obligated to pay $7, 900 .00 to have the curb removed & replaced at a new elevation to maintain a cross slope of 2 . 5%. Please find enclosed a table showing new cross slopes and established gutter elevations . The gutter elevations were established by holding a 2 . 5% cross slope from existing saw cut . A low point was forced at station 6+63 . 61 (cross slopes varied slightly) . Please notice the profile grades on the right . The only low point is at station 6+63.61 . It. was my understanding during our phone conversation on September 17 , that this will be acceptable and we are proceeding as such . Please call me promptly if you have any questions or changes . I can be reached at 284-5896. Sincerely, Ben L. Stewart BLS ;sls Enclosure 4230 N.E FREMONT STREET PORTLAND. OREGON 97213 PHONE 284 5896 503 94 3570 IAB WELLS F ASSO. �18i90 08:24 001 FACSIMILE COVER SHEET W. B. WELLS & ASSOC. , INC. 4230 N.E. FREMONT ST. PORTLAND. OREGON 97213 FAX #503-284-8530 DATE: �' o _ ATTENTION: FROM: -- NUMBER OF PAGES TRANSMITTED: (INCLUDES COVER SHEET) COMMENTS: IF THERE ARE ANY QUESTIONS OR IF YOU DO NOT RELt VE ALL DOCUMENTS. PLEASE CALL (503) 284-5896. 503 84 8530 W2 IJELUS & ASS0. J,'19/90 08:25 003 '`��-- W. B. WELLS AND ASSOCIATES, INC. Boa- 11 —` — 4230 N.E. Fremont Street SHEET No PORTLAND. OREGON 97213 (503) 284.59% CALCULATED BY _.__._ DATE— CHECKEDBV —_._ DATE . SCALE - - (e 9.5, Eft-T) �� !C¢' EAST) Per P>-A-1 F41 cYATIo�1 r►-IF-V^'Tl4�1 14 1�I.og 11o.9Z I+5v 10.50 109 . 3 A- - 3. So %• Z-too I l.1•&0 110 -1. 44- Z--t gL 10 `i. 44Z--t5o J�4.31 I�(o. 21 i a - f . 42 l• W 3too lr,5.ep( r Ito 5, 50 0 3t5o 1G5, 21 o I l,b • o� � 4+o0 Ib4.13 ILA 5- =j tet+ I(04.01 cv 13 °► I n ►�Kx, 1V3. ',v Il, 3 . 14 o -- 0 es C-1, Gt(r (.A 1 160. -3 1 4,0 14- 4 (3. 1 t '�. 0. �.r�si � taL4 I�O �Z APPLIC Al ION -- STREET IMPRO)l '-MENT'EXCAVATION COPY TO: bd (WIIITE)-FILE ORDINA E NO. 74-14 (YELLOW) -INSP. (PINK) NCV (INSTRUCTIONS ON SEPARATE SHEET) j (BLUE)APPL CANT APPROVED APPLICATION NO.t�/1_1I/1� --- NOT APPROVED „ CI Y OF I IGARU, OREGON FEC AMT.: S_a1JZS[Y�SlY__ PENDING FEE PMT. ❑ CITY HALL RECEIPT N : _`LGA-Zc4U3 . - PCNI'�;;yv SECURITY ❑ PUBL IC WO RKS DEPARTMENT BY-.� DATES _-LZ3/ _7 - PENDING AGENCY ''OK'' ❑ APIIIIcaUon and I'rogress Record MAINTENANCE BOND - PENDING INFORMATION O FOR STREET IMPROVEMENT/EXCAVATION ZZREYgIgE:) x PENDING VARIANCE iJ EXPIRATION DATE. OIlP- PERMIT NO f�-- `�C� DATE ISSUED -' ._.��3I -�4'_ BY i✓,�C ,- - `.'� (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTAL!_ -Vublic- street & s orm sewer _-improvements - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT 1iest Portland Construction Co.. _-5$15 sW Patton Rd_ Portland or 97221 292-9437 NAME AODRFSS CITY PHONE CONTRACTOR ) NAME ADDRESS CITY PHONE PLANS BY WB Wells & Assoc Inc 4230 NE Fremont St Portland, OR 97213 284-5896 NAME ADDRESS -----CITY PHONE-- ESTIMATEL IMPROVEMENT TOTAL VALUATION ( COST). E 85,000.OU ___ OOLLARS FOR OFFICEUSE'. '..MIN. (2) EXC:AVA'fION DATA: 11 xs8 ,0 0_.00 - s 3,400.00 -_ STRF.ET DESCRIPTIONPROGRESS & INSPECTION STATUS— NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH_ DEPTH ITEM & QUANTITY - "- STREET OPENED _ INSP C- Sw 1131h A n e see a tache flan R E TION - Q U -- ' E LSTIMATED STREET OPENING DATE —__—L_ _-.___ S ESTIMATED STREET CLOSING DATE. ED (3) SECURITY NO, SECURITY AMT: 585,000.00 STREET CLOSED1Q,� SURETY CO Security Paci f is Bank of_Oregon FINAL p CEifTIr1ED CH(C14 _-- -- CASH :] BOND INSPEC. Z(a' I « (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS ; CONDiTIONS FEATURES. EXCAVATION LOCATIO" AND EXTENT. 1. Conditions of SDR 90-03 are applicable hereto. _ 1 I 3 N I 1 2. All work shall conform to City 1 ' 1 Standards & Specifications and uaB - / ~ yK1 ' I 1 to the City approved plan. -F y7'`p x 3_ Notify City inspector 24 hrs a - ---- ---- SW 113th Avenue —_ prior to starting work 639-4171. -call6 (S) 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 COK.)UCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE 1' DATE f J Mr. Vlado Baricevic r.c.a�m.i--_u�ocmu... w�.�„-.. .b,..n„ .. ,.a•.�,,,--._.uc.uosr ....:r, � .:-...;r�awc_...=.�uw_..�+�c.--=_Imner �_.v�rr:�.:.,�mrsct. WEST PORTLAND CONSTRUCTION, INC. - 1143 DURHAM ROAD PROJECT / 5815 SW. PAT10N ROAD PORTLAND, OR 97221 24-16/1230 4 ! 22 19 Qv TAY O THE 7 ORDER OF $ Age ��-SOLLARS /�SECURITY PACIFIC BANK OREGON CMCAD OCCICC RRANCH w � IWI�W FIETIi AVENUE W a— PORGND,OREGON 91204 FOR— - I I� f Cl TY OF T T OARD RECEIPT 017 rAYME::NT RECEIPT NO. t 9�i—204U•:.6 C HE D. AMOUNT a 3400.6 NAME WEST PORTLAND (ION'JI". , INC CASH AMOUNT CIO I1DDRESS a 815 SW PATTON ROAD PAYMENT DATE a 00/23/91" '131-18T)1V191ON a r,ORT L.AND, OR F1.lF;POSE OF PAYMENT AMOUNT PAID PURPOSE. Uf' PAYMENT AMOUNT PAID FlUST_IC; IMi`'RCIV._.__-...._ — — i:tii,5j) '_-JRE[_1 OPFN114G PrRMTT' W"U4 90 mm— AMOUNT PAID 41 I' 1.. 00 I a� DRVXMPffit - ENGINEER AGREE Off City Engineer 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 RE: 113th Ave. Public Improvements Dear City Engineer: We hereby certify that W.B. Wells & Assoc. , Inc. (Portland, Oregon) been retained by West Portland Construction Co. to perform the following work pertinent to the above project. 1. Perform the surveying or verify the existing surveying information as necessary for the design. 2. If necessary, provide for the expertise of other engineers such as soils or structural engineers and, also, oversee materials and systems testing. 3. Prepare construction drawings in accordance with the City standards and obtain the City, and if applicable, DEQ, County, or State approval of such drawings. 4. Supply construction staking. 5. Provide adequate inspection to assure compliance with City Specifications, and keep accurate field notes in order to prepare "as- built" drawings. 6. Upon completion of consteuction provide one set of as-built drawings on mylar to the City. 7. Upon completion of construction, provide written certification that all improvements are complete in accord with the approved plans and specifications. H. Obtain City approval prior to any substantial deviation from the approved plane. S. Resolve engineering and construction related problems as may arise. We agree to notify the City immediately if the above agreement is terminated or if the engineer for any reason is unable to perform the above duties. (Developer) ---- �Z=�°-- ----- / 219D Date TMbate jr/Doc. 11 Auguat. 15, 1990 COREGON IOARD Vlado Baricevic 5815 SW Patton Road Portland, OR 97221 Re: SW 113th Avenue Improvement Dear Mr. Baricevic:; Attached please find one copy of a public improvement plan. The plan needs to be circulated through the below noted agencies for review acknowledgement: (i.n the space provided on the plan) and, subsequently, returned to this office. Sincerely, John S. Hagman Engineering Technician /doc.3a -X—_ PGE Company X Northwest Natural. Gas Co. 14655 SW Old Scholls Ferry Rd. 220 NW Second Ave. Beaverton, OR 97005 Portland, OR 97209 Attn: Jim Johnston Attn: Ron Polvi X_ General Telephone Co. X Tigard Water Dist. 12460 SW Main St 8777 SW Burnham St. Tigard, OR 97223 Tigard, OR 97223 Attn: Mike Lutz Attn: John Miller Metzger Water Pistrict _ X Tualatin Valley Firs & Rescue 6501 SW Taylors Ferry Rd Beaverton City Hall, 3rd Floor Portland, OR 97219 4755 S.W. Griffith Dr. Beaverton, OR 97005 Attn: Jesse Lowman Attn: Mr. Gene Birchell. 13125 SW Hall Blvd,P.O.Box 2339 7,Tigard,OrWon 97223 (503)639-4171 -- — ---- - -- Page 2 x Columbia Cable of Oregon Pacific NW Bell 14200 SW Brigadoon Ct. (U. S. West Comm. ) Beaverton, OR 97005 Portland, OR 97204 Attn: Craig Eyestone 421 SW Oak, Rm #S-N-15 Attn: Jackie Lollar _X Tigard Poet Office State Highway Division 12210 SW Main St. 2131 SW Scholls Ferry Rd. Tigard, OR 97223 Beaverton, OR 97005 Attn: Steve Kaufman Attn: Lee Gunderson StaLq of Oregon Wash. Co. Land Use & Transp. Divieion of State Lands Courthouse 1600 State St. 150 N. First Ave. Salem, OR 97310 Hillsboro, OR 97124 Attn: Bill Parke Attn: Ron Aase USA Corps of Engineers Portland District Permit Evaluation Sectio,, 319 SW Pine Portland, OR 97204 Attn: Richard Johnsor. dj/doc3pg2.mst CITY OF TIFA RD OREGON August 15, 1990 Mr. vlado Baricevic West Portland Construction Co. 5815 SW Patton Rd Portland, OR 97211 Re: 113th Avenue Public Improvements Dear Mr. Baricevic: Enclosed, please find a Street Opening Permit Application and Engineering Agreement (forms) for said project. After signature by the principals, please return all documents for final processing. Thereafter, the approved public improvement construction permit and plane may be issued upon receipt of a check in favor of the City of Tigard, Oregon, in the sum of $3,400.00. Sincerely, D Y John S. Hagman Engineering Technician /doc.9a 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 9/223 ,503)639-4171 — .. 503)539-4171 — W.B. WELLS AND ASSOCIATES, INC. LETT Tq 0IF UM`aMMWUTTQL 4230 N.E. Fremont St. PORTLAND, OREGON 97213 DATE Joe NO, (503) 284.5$96 �Z- l--LC C� ATTENTION Al ,J TO RECEIVED 2 1990 ------- ----------------- - COMMUNITY DEVELOPMENT WE ARE SENDING YOU 1,4 Attached I Under separate cover via —__.__.._ the following items: O Shop drawings i,* Prints [) Plans ❑ Samples LI Specifications ❑ Copy of letter I Change order LI .._-- COPIES DATE NO. DESCRIPTION y Ar THESE ARE TRANSMITTED as checked below: '-For approval 0 Approved as submitted EJ Resubmit copies for approval ❑ For your use F1 Approved as noted ❑ Submit corroa for distribution C As requested ❑ Returned for corrections ❑ Return corrected prints El For review and comment ❑ — Cl FOR BIDS DUE _ 19___ Cl PRINTS RETURNED AFTER LOAN TO US REMARKS - - - rr)Tr It) — � c SIGNED: rr I Ntl jA4W wL het No OM It enclosures are not of noted, kindly notify is of once. �' j CITYOF TI1FARa ` July 19, 1990 OREGON Vlado Baricevic 5815 B.W. Patton Road Portland, OR 97221 Ret S.W. 113th Avenue Improvement Dear Mr. Baricevic: Attached please find one set. of public improvement construction planed said plan having been provided to the City for preliminary review. Our comments are noted thereon. Please make all t.ticessary ravisiore and then submit five sets to this offce to commence the "fo~mal" c!.rculnt'on and final review process. A16o, attached, please find a handout which furcLor describes the aforesaid circulation and review process. Sincerely, ,7ohr► S. Hagman Engineering Technician dj/doc2.mst enclosure ' 131:25 SW Hall Blvd.,P.O.Box 23397,Tlgarc :Xegon 97223 (503)639-4171 — W.S. WELLS AND ASSOCIATES, INC. 4230 N.E. Fremont St. ILIEVULF7 ,MW U UMM MQL PORTLAND, OREGON 97213 DATE JOtl NO (503) 284-5896 G- .2.(a �Z_ sr� ATTENTION �` c:-r L�=S0,�1 10 RE 1ri ---- -_ -- --- ---.-___----------- RECEIVED _ WF ARF SENDING YOU 64--Attached I I Under separate cover viaCOMM toWt� _ —___-- _the following items: I I Shop drawings y,"rints _64-Plans CJ Samples I_; Specifications [I Copy of letter U Change order U _COPIES DATE NO. DESCRIPTInN - THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit_____copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for di,;,&,Ition ❑ As requested ❑ Returned for corrections ❑ Retu,n__corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE I PRINTS RETURNED AFTER LOAN TO US RFMARKS___ COPY TO SIGNED: "wM1E'M 1 (A llliy r..nonef"ures are not 10 noted• kindly notay us of ones. — --_ DEPARTMENT OF THE ARMY ' PORTLAND DISTRICT.CORPS OF ENGINEERS P 0 BOX 2946 � f'ORTLANO.OREGON 97709 7946 Reply to Attention of June 25/,7 1990 / Planning Division SUBJECT: 9174 (Second Order Stream of Tua)atin River - Stream Relocation/Sewerline) Vlado Baricevic 5815 S.W. Patton Road Portland, Oregon 97221 Clear Mr. baricevic: We' have received your application (Enclosure 1) for a Department of the Army Permit to fill 3,800 square feet of an existing ditch and Swale with 1,000 cubic yards of material, running the existing water through a 42-inch CMP culvert and to excavate and backfill 200 cubic yards of material in placement of sanitary sewer laterals covering about 500 square feet. The work will take place on a second order tributary of the Tualatin River, near Durham, Washinqton County, Oregon. We have determined from the information included in your application that the proposed work is authorized if you comply with the nationwide permit described below, subject to the Conditions and Management Practices (Enclosure 2) , and rovided youreceive uermits, where re wired, under Oregon's RemovaljFill Law and appropriate local authorizations. Nationwide permit 33 CFR 330.5(a) (26) authorizes discharges of dredged or fill material into non-tidal rivers, streams, and their lakes and impoundments, including adjacent wetlands,that are located above the headwaters provided less than one acre of the above waters would be impacted. TLis verification will be valid until the nationwide permit is modified, r7!iesued, or revoked. A1.1 the nrtir+nwide permits are scheduled to be mod1fi.ed, reissued or revoked prior to 13 January 3992. It is incumbent upor you to remain informed of changes to the nationwide permits. We will issue a public, notice announcing the changes when they occur. Furthermore, if yocc commence or are under contract to commence his activity before the date the nationwide permit is modified or revoked, you will have twelve months from the date of the modification or re-ocation to complete the activity under the present terms and conditions of this nationwide permit. i -2- If you have any questions, regarding the nationwide permit or the conditions cited, please contact me at the above address or telephone (503) 326-6995. Sincerely, Q InvmGoudzwaardr,ironmental Specialist Regulatory and Resource Branch Enclosures Copies Furnished: OUSL w/Encl. 1 NATWQ 126 File W.B. Wells (Brad Schleining) 10Itir APILICATION FOR PERMIT U.S. AIMY CORPS 01' LUGINEERS STA'ZZ C- GREGON, DIVISION OF STATE LANDS 61 ':/.`_' ;srttvrt of the Awry permits fer proposed work to or affecting navlgeble waters of the united States, the d,:dutlr ,,f dt•.dged or fill m.terial into thuae waters, and r.he tranapott of dred8ed cwterial for the purpose of d. tint :t Iota ccean waters are authoritei by Seeman 10 of the River and Ilatbur Act -f 1899, Section 404 of the C1ter, ►at-r Amt of 1917, and Saction 103 of the MtArine Protectiou Research and Sanctuaries Act of 1972, respectively, -•-AI(L--- for thatpart of thosa proJrct activities winch Includes the rewoval. or fill In the waterways of Ottion at rcrk, gavel, sLIt, and clay are ruthurited by the State of Oregon under O.R.S. 541.605 to 541,695---ilius Af:'LILA1I0H TILL MELT TILE MQUIREMtT M OF WTH AGENCIES, Corp& of Cngincnrs 0---- - State of Oregon !J u r Y Y �• Late tecelvedo _ Data received Lara of River i'acal U.t riwa r ... ice�.✓1`CIVt1 _ MLL1e Neaaa ---- :ectlr n - --- 1�J - _Township �a -- Raa e B 16: led(ti :Lard M rr �� Eatt"ted Completion I •ts of Finje-t _k7 �7 1; Date of Project lo!tF GF - AWHORIZED p /.r i-.:cAin —� 1 e1 t!t. 17(�Y 1 L l)I C ACXNT AoJreea 1_. f � Address +1 2� N L IYZw?1c :ley, :tate, � r �, 11.1.E City, State, l Zip Cada _ C(-;4r ]1l�i�_`_.. U� Zip CodeArea �C•rl ��-^c ( j5.31_ Lj�l-)j re �V Ares Area fl...ne: U. >L3) L7�-' ��7`1[Itrme A�-1.. _ Phone: Work JJ%1J own S ) Ff ;'ELI \ Area Ares L;.FCRt'IatF. Y G C� C �Ct 1e V�t _ c _ man.: Nuh .L—_1__ ----- H°me r� Fi w r . .•a R - ---- — i I ::ILI R i':.Ah PN07P.GT ADDRESS Gley• County, 6tste , Ad:r.ae -- ,Ip Code - ( Ity, Stat 4. Assessor's Records-- ---� 1.I %.oaa - -_---- Shown an flap 1 ---- Taa Lot 0 At" Area Nace of Pl.oue War► �_-�-- -- --- - Rnma Subdivision lot !lock 1n order to eapedit• the processing of this application, the following city and/or county department, which has locel J:.rfrdl.alon ovet the i-toposed project, hoe been contacted: He" of Depattatent; C.1 '�( r.va1 ��`a�t( . AC t� Address: Y Phone Number: ATrpnvALS OR CERTIIrIG-,iotas applied for or already obtained from other agencies (Pedarel, Interstate, •tate, county. city, tree) for any of the proposed Projects described In this epplieatloar les_ uini A&ency lips of Ap roval jdentl[ utlqU_1 k4t4 of Apralutlon Data of AFyroZI1 t I i Tot. )58 Enclooure 1 1980 -11-04-80 a. t an y denied appcc,vsl for the activity described herein or for any ogler activity directly rolateC to itl No If yes, plesee explain in Aesaarke. ,NTNG PROPERIY ON 11LE WATERWAY: Give sallies. addresses, and phone numbers of owners and/or occupants. PLEASE EXPLAIN IN DETAIL your plans to restore the area to its natural condition. CC( CO INFORMATION FOR FILL OR REMOVAL: FILL. WILL INVOLVE — cubic yards annually, and cubic yards for the total project. Li pip'-p ❑ Rack ❑ Gravel ❑ Send ❑ Silt ❑ Clay Organic REMINAL WILL INVOLVE ZZ1S.l cubic yards annually, and cubic yards for the total project. ❑ Sock ❑ Gravel E] Sand Silt Clay DESCRIBE III DETAIL TILE PROPOSED ACTIVITY---its primary purpose and secondary purpose, if any,---intended use (private, public, coamereial)---typo of structure@ and use---type of vessels using facility---facilities for handling wastes--- type of conveyance and manner of extraction of any fill or removal---the quantity and composition of, and th source and disposal ales for any fill or resooval. (It additional space is needed, use plain sheet of paper.) CO'n> , '(kA < fzl xLk)& (Gi�t,r�,15 <<1��i�. cvl�A� Cr�1t•,c is �L /(1i�� Application is hereby made for a penelt or Persits to authorize the activities described herein. I certify that 1 am familiar with the intorftatlon contained !n this application, and that, to the beet of my knnuledge and belief, such inforoa•'ou Is true, coawlete, and accurate. I further eartify that I passage tin authority to undertake the proposed activities. Signature o[ Applicant or Au heir Agent 18 LMC 1001 provides in part: "Whoever. in any wenner within the Jurisdiction of any department , of the United States kno ingly anA willfully falsifies . . , a aatarial fact or makes any telco stttement or wee soy [alae document . . . shall bt% limed not store thin :10.000 or imprisoned not wore byre five years. er•►oth." 113 t�.9ye C@ 44w,4,— AIGREEMENT WI;., DEPOSITOR AND TRUSTEE ON S"INC i OR DEPOSIT This agreement is for the purpose of fulfilling the public improvment construction requirements of the Notice of Decision for SDR 90-03 and is entered into between the City of Tigard and by the Depositor KNest Pnrtlr)nd ('0iml rurrinn and _Security Pacific Oregon trustee. 1innk The undersigned depositor ana trustee do hereby assign the right to the City of Tigard to determine at its uiscretion the payment: of all funds or securities held by Security PacificB66gon _ as trustee in the amount of $85,000.00 in Savings Account No. or Deposit Nc. in accordance with and for the purpose of Bonding public improvements described in the above stated Notice of Decision. Sank It is understood and agreed that security Pacifichoregon will hold such funds or securities in the amount. of $85,000.00 until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event -)f Non-Performance. All fund deposits shall be L-enewable at maturity and at rates and germs in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. The account is to remain op .n until such time as ill Public Improvements are completed and accepted by the City of Tigard or until the City otherwise authorizes or directs to writing. Signed and dated This /✓` day of Signature ( / Signature of Depositor City of Tigard P.O. Box 23397 13125 SW Hall. Blvd. Tigard OF_97223 5815 SW Patton Rd, Portland, OR 97221 Address Address ACCEPTA14CE The undersigned hereby accep' s the funds or securit .es deposited in the amount of $ H,,,000-UU this :..201 day of May _ 19_90 , and hereby acknowledges receipt of the Passbook Savingf Account No. 55-287-280 _ or the Certificate for Deposit No. ; or certifies that there is no Passbook issued for this account. It is further agreed that said account will be held for the ises and pu-poses above stated until authorization for dispoeitior, is granted by the Cit} of Tigard. C^Wti �'A� Authorize �3i re ?CK, , pMpI` NI dS,\ (John J. Zegarr, First Vice President "WES�rcL�� t-j1(rR � Security Pacif,c Oregon P.O. Box 4049 P 1 Portland, OR 97208 _ jr/60d!90-0�.Jeh Address PRELIMINARY SCHEDULE OF PRICES SCHEDULE A - S.W. 113TH AVE. DURHAM PLACE APARTMENTS Item Est. Unit Total _ No. Qty. Description Price Price 1 ) _ 15,000 s. f. Clearing site from brush & removal _ L.S. X7000 _ 2)* 300 c. y. Stripping topsoil in right-of.-way 5.00/car 1500_ , 3)* 800 c.y. Excavation & Embankment 1_ 4.00/cy_ 1 3200 4)* 790 S. Y. Base rock (12" of 11"-0) & (3", l"-0) 19,70/cam 7663 _ leveling course 5)* 750 s.y. 4" A.C. surfacing (type 'B' )(2-lifts)j 7.25/sy L5437 6) _ 650 l. f, Concrete curb and gutter X5.00/lf 1_3250 7) _ 360 �,, y.-- Sidewalk (5) $16.00/sem 571.0 )o 8) _ Stand. CB w/curb inlet 650/ea. 1.1300- 9) 1300-9) N/A Misc, L.S. X2000 LU Sav *In place measuree f TOTAL U l4��Z'vr� U]'��CC��' �� l _ ��_ TRANSPORTATION IMPACT ANALYSIS DURHAM PLACE 1 APARTMENTS 1 1 1 Tigard, Oregon 1 1 1 r 1 K KITTELSON & ASSOCIATES, INC. May 1990 1 TRAFFIC IMPACT ANALYSIS for the DURHAM PLACE APARTMENTS Tigard, Oregon Developer: Mr. Vlado Baricevic 5815 S.W. Patton Road 'llgard, Oregon 97221 Prepared by: Kittelson & Associates 512 S.W. Broadway, Suite 220 Portland, Oregon 97205 (503) 228-5283 May 1990 Project No.: 391.00 Durham Place Apartments - 7lgard, Oregon TABLE OF' CONTENTS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SCOPE OF THE REPORT PROJECT DESCRIPTION EXISTING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b SITE CONDITIONS AND ADJACENT LAND USE TRANSPORTATION FACILITIES TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS TRAFFIC IMPACT ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 DEVELOPMENT PLANS TRIP GENERATION TRIP DISTRIBUTION tFUTURE TRAFFIC OPERATIONS/LEVEL OF SERVICE QUEUING ANALYSIS AT DURHAM ROAD/S.W. 113TH AVENUE I TRAFFIC SIGNAL WARRANT AT DURHAM ROAD/S.W.113TH AVENUE LEFT-TURN LANE. WARRANTS ON S.W. 113TH AVENUE ICONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . 26 ' REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 I 4. 1 Durham Place Apartments - 7Fgard, Oregon LIST OF FIGURES 1. Site Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2. Site Plan/Driveway Access . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 3. EJasting A.M. and P.M. Peak Hour Traffic . . . . . . . . . . . . . . . . . . . . . . . . . 7 4. Site-Generated Traffic with Existing and Future Background Traffic . . . . . . . 1.5 5. Estimated Site Trip Distribution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 i 6. Intersection Sight Distance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 7. Peak Hour Traffic Signal Warrant: Durham Road/S.W. 113th Avenue . . . . . 22 8. Left-Turn Storage Warrant: Durham Road/S.W. 113th Avenue . . . . . . . . . . . 23 LIST OF TABLES 1. Level of Service Definitions: Unsignahzed Intersections . . . . . . . . . . . . . . . . 8 2. Level of Service Criteria for Unsignalized Intersections . . . . . . . . . . . . . . . . . 9 3. Existing Level of Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 i 4. Projected Trip Generation for the Site . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 5. Future Background Traffic Trip Generation . . . . . . . . . . . . . . . . . . . . . . 14 6. Future Level of Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 7. Traffic Signal Warrant Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Durham Place Apartments - Tigard, Oregon INTROL r t,nON SCOPE OF THE REPORT The purpose of this report is to describe the traffic related impacts of the proposed 1;2-unit Durham Place Apartment development on -i 9.19-acre lot located at the southeast corner of the intersection at Durham Road an? S.W. 113th Avenue. Figure 1 shows the site vicinity map of the proposed apartment dt velopment. This report will examine trip characteristic estimates of the proposed site. This examination includes estimates of trip generation, distribution and assignment of traffic related to the apartment development in the morning and evening peak periods. The repor',, will also evaluate traffic operations adjacent to the site with regard to capacity and safety considerations, including- • Existing traffic conditions at Durham Road and S.W. 113th Avenue during both a.m. and p.m. peak hour conditions. • Trip generation estimates for both the proposed apartment development and future single family development, adjacent to S.W. 113th Avenue. • The anticipated Level of Service (LOS) during the a.m, and p.m. peak hour time periods at Durham Road/S.W. 113th Avenue, as well as the proposed driveway access intersections on S.W. 113th Avenue. • Existing intersection sight distance of the Durham Road/S.W. 113th Avenue inters .ction. • An assessment of warrants for left-turn Worage on S.W. 113th Avenue. • An assessment of warrants for a traffic signal at the Durham Road/S.W. 113th Avenue intersection, and dedicated left-turn storage on S.W. 113th Avenue. �i___.--- ----------. Introduction NORTH 99 W LLl z w a ■ rn I 4. SITE I 00 SW _ 6�EF',F1ElD DRNf IDURHAM ROAD L zW I µl 4 FSQ O � l ,AJL _.R IUA — z _ N � 1 1 SITE VICINITY MAP _ DURHAM PLACE APARTMENTS Facture IMay 1990 Durham Place Apartments - Tigard, Oregr n PROJECT DESCRIPTION The proposed development is located within the urban growth boundary and the city limits of the City of Tigard, Oregon. The project consists of 172 multi-family apartment units on a 9.19-acia site (approximately 19 units/acre). The proposed land use is consistent with the City of Ti.gard's Comprehensive Lard Use Plan with a designation of medium-high density residential use allowing 1*tween 13-25 units per acre. Access to the Durham Place Apartment development is proposed at three driveways on S.W. 113th Avenue south of Durham Road as shown in Figure 2. The "North" Driveway to the proposed development would be located approximately 120 feet south of Durham Road directly across S.W. 113th Avenue from the east entrance to Tigard Towne Square. The "Middle" and "South" driveways are proposed to be located south of the North Driveway with centerline spacings in excess of 180 feet. Also shown in Figure 2 is the site plan location of interior circulation streets and apartment buildings. For planning purposes of calculating trip generation and estimating the distribution of project trips, noted later in this report, access to each of the apartment buildings was assigned manually as follows: SWAY BUILDING North 7, 8, S, 10 and 11 (78 units) Middle 3, 5, and 6 (46 units) South 1, 2, and 4 (48 units) NORTH r— TO HWY 99W TO 1--5 •�.� DURHAM ROAD — — -- — — -- -. 155.5' BUILDING 8 I BUILDING 9 12 UNITS 12 UNITS NORTH DRNEWAY ^LUBHOUSE BUILDING BUILDING 10 184.5' 1 7 18 / BUILDING f 6 18 UNITS 12 UNITS UNITS TIGARD --- MIDDLE DRNEWAY�J TOWNE N BUILDING i 4 SQUARE 16 UNITS BUILDING 1 J 1 0 BUILDING 219' 1 11 18 UI.iT5 r5 BUILDING 0 4 18 16 UNITS UNITS �- SOUTH DRNEWAY f BUILDING 1 1 BUILDING { 2 16 UNITS 16 UNITS II SCALE: APPROXIMATELY 1'=120' SITE PLAN/DRIVEWAY ACCESS DURHAM PLACE APARTMENTS rigure MAP -9- Ma 1990 2 IKI J91F002 Durham Place Apartmentv - ngard, Oregon EXISTING CONDITIONS SITE CONDITIONS AND ADJACENT LAND USE Currently the site of the proposed project is vacant. The proposed site is bounded by sparse single family residential use (approximately 10 units) to the south, Tigard Towne Square shopping center to the west, multi-family residential to the north, and vacant zoned multi-family residential use to the east. TRANSPORTATION FACILITIES S.W. 113th Avenue is a two-way local street that dead-ends south of Durham Road, just north of the Tualatin River. S.W. 113th Avenue currently operates as a local street but is classified in the City of Tigard Comprehensive Plan as a mijmncoollecrtor. ' A typical cross-section of S.W. 113th Avenue adjacent to the proposed site is 22-24 feet of paved roadway with curb and gutter on the west shoulder only. S.W. 113th Avenue will be widened to 38 feet as frontage improvements are constructed concurrent with the development. Durham Road is a two-lane arterial between S.W. 113th Avenue and Boones Ferry Road, and a three-lane arterial between S.W. 113th Avenue and Summerfield Road. In the summer of 1990, the City of Tigard will be re-striping Durham Road between Summerfield and S.W. 113th Avenue to five lanes (two through lanes in each direction with one left turn lane'), and widening Durham Road to three lanes between S.W. 113th Avenue and Boones Ferry Road (allow;ng for one through lane in each direction and a shared left-turn lane). Currently there are slight vertical sight distance problems on Durham Road east of S.W. 113th Avenue. It is anticipated that these conditions will be improved with the re-construction of Durham Road. Sight distance will be discussed in detail later in this report. Adjacent to the site, the typical cross-section of Durham Road consists of two undivided twelve-foot lanes with no improved shoulders. Durham Road is designated as a major collector under the City of Tigard's Comprehensive P1?►.. ----- --- F�--_ .— _ Existing Conditions _ Durham Place Apartments - Tigard, Oregon The west leg of the Durham Road/S.W. 113th Avenue intersection is constructed for five lanes providing a dedicatee. right-turn lane for eastbound traffic turning south onto S.W. 113th Avenue. TRAFFIC VOLUMES AND PEAK HOUR. OPERATIONS Current weekday peak hour traffic volumes at the intersection of Durham Road and S.W. 113th Avenue were determined through manual counts conducted by Kittelson & Associates, Inc.. Figure 3 displays observed weekday a.m. and p.m. peak hour traffic. Level of Service (LOS) is a concept developed to quantify the degree of comfort (including such element as travel time, number of stops, total amount of stopped delay, and other impediments caused by vehicles) afford to drivers as they travel through an intersection or roadway segment. The 1985 Highway Capacity Manual ('Reference 1) includes a detailed methodology for calculating LOS. At unsignalized locations, LOS is based upon the concept of "Reserve Capacity" (i.e., that portion of the available hourly capacity that is not used). A qualitative description of the service levels associated with an unsignalized intersection is presented in Table 1. A quantitative definition of LOS for an unsignalized intersection is presented in Table 2. The reserve capacity concept applies only to an individual traffic movement or to shared iane irovement.s. Once the capacity of all the individual movements has been calculated and their LOS and expeclxd delays determined, an overall evaluation of the intersection can be made. Normally the movement having the worst LOS defines the 1 overall evaluation, but this may be tempered by engineering judgement. An "E" level of sen ice is generally considered to represent the minimum acceptable design standard. Past experience with the unsignalized analysis procedure indicates that this methodology is very conservative in that it tends to overestimate the magnitude of any potential problems. This is especially true for minor street left-turn movements. Therefore, the results of any unsignalized intersection analysis should be reviewed with this thought in mind. .6- Existing Conditions I ___ NORTH _ NORTH A.M. PEAK HOU � P.M. PEAK HOUR l -*--340 *.--635 DURHAM ROAD r25 DURHAM ROAD r 85 655 565-0.5 41% IW N O N O M � 110 In N N ID Y1 1 ♦ � j 55el ! i N 1n w W z =� 4> z 4, J 4 3 Iri it I EXISTING TRAFFIC VOLUMES (A.M. AND P.M. PEAK _HOURS) DURHAM PLACE APARTMENTS Figure 7 May 1990 3 391FO03 Durham Place Apartments - 7lgard, Oregon TABLE 1. GENERAL, LEVEL OF SERVICE DESCRIPTIONS FOR UNSIGNALIZED INTERSECTIONS LCIS General Description A - Nearly all drivers find freedom of operation - Very seldom is there more than one ve&cle in the queue B - Some drivers begin to consider the delay an inconvenience - Occasionally there is more than one vehicle in the queue C - Many times there is more than one vehicle in the queue - Most drivers feel restricted, but not objectionably so D - Often there is more than one vehicle in the queue - Drivers feel quite restricted E - Represents a condition in which the demand is near or equal to the probable maximum number of vehicles that can be accommodated by the movement - There is almost always more than one vehicle in the queue Drivers fund the delays to be approaching .ntolerable levels F - Forced flow Represents an intersection failure condition that is caused by geometric and/or operational constraints external to the intersection ---�---- —.— -_8 --` Exiting Conditions Durham Place Apartments - 7tigard, Oregon TABLE 2 LEVEL OF SERVICE CRITERIA for UNSIGNALIZED INTLM;SECTIONS Reserve Capacity Level of Expected Delay to (pcph) Service Minor Street Traffic >400 A Little or no delay 300-399 B Short traffic delays 200-299 C Average traffic delays 100-199 D Long traffic delays 0- 99 E Very long traffic delays * F • When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movement- in the intersection. This condition usually warrants improvement to the intersection. The LOS analyses described in this report were performed in accordance with the procedures dek,cribed abo,•e. Copies of the analysis forms are contained in the prgiect file and can be Dro,rided upon request. In order to insure that this analysis is based upon worst-case conditions, the a.m. and p.m. peak hcurs were used in the evaluation of all intersection levels of service, and conservative trip distribution assumption were made. Thus, the analysis reflects conditions that are only likely to occur for 1 or 2 hours on an average weekday. For the remainder of each weekday, and throughout the weekends, traffic conditions within the study impact area are likely to be better than described in this report. ----�� 9 - Existing Conditions I _ Durham Place Apartments • Tigard, Oregon The evening peak hour (4:30-C,:30 p.m.) represents the highest traffic volumes through the intersection of Durham Road and S.W. 113th Avenue. This corresponds with the peak activity associated with commuter work trips. During the morning, peak traffic activity was observed to take place during the commute-to-work period (7:15 -8:15 a.m.). The evening and morning peak hour periods are used for LOS analyses. The observed vehicle composition at the Durham Road/S.W. 113th Avenue intersection consists predominately of passenger vehicles. During the evening peak hour, the major portion of traffic on S.W. 113th Avenue were vehicles accessing the shopping center west of the project, site to/from Durham Road to the east. Figure 3 shows the existing a.m. and p.m. peak hour traffic volumes for the two intersections. The results of the LOS analysis for the existing weekday a.m. and p.m. peak hour period conditions for the Durham Road/S.W. 113th Avenue and the S.W. 113th Avenue/Shopping Center Driveway intersections are shown in Table 3. The Durham Road/S.W. 113th Avenue intersection currently operates at a level of service (LOS) "C" in the morning peak hour, and a level of service "D" in the evening peak hour. 7 he S.W. 113th Avenue/Shopp;lig Center Driveway intersection currently operates at LOS "A" in both the a.m. and p.m. peak hours. In an effort to better estimate the existing capacity for minor street left-turn movements at the unsignalized intersection of Durham Road/S.W. 113th Avenue a special gap study was conducted to determine the availability and distribution of acceptable gaps for left-turning movements. The gap study explicitly accounts for such factors as proximity of upstream and downstream traffic signals which a5ect whether or not the vehicles are arriving randomly, or in }platoons. The results of the gap study reveal the number of critical time gaps available to drivers. Within the context of this report the critical gap is defined to be the time gap, expressed in seconds, which is found to be acceptable by 50 percent of the drivers on the minor street approach and movement. fast experience on other roadway facilities possessing similar spaed and cross-sectional characteristics show the critical gap for minor street left turning vehicles to be fairly consistent at about 6.0 seconds. Table 3 identifies the results of the existing LOS estimates using the results of the gap analysis. Ai shown in the table, the Durham Road/S.W. 113th Avenue intersection is currently operating at an acceptable service level. The HCM analysis procedure confirmed the results of the field observation surveys. -10- � �� Existing Conditions Durham Place Apartmenta - 7lgard, Ora on TABLE 3 EXISTING LEVEL OF SERVICE UNSIGNALIZED INTERSECTIONS Critical Reserve Level of Itersectim Movnmeat Volume CaDUCity Bigg A.M. PEAK HOUR • Durham Rd/113th Av NB Lett. 2 216 C • 113th Av/Shopping Dr EB Left 20 894 A P.M. PEAK HOUR • Durham Rd/113th Av NB Left 2 129 D • 113th Av/Shopping Dr EB Left 55 867 A ----------- — – --- 11 ----- -- Eziztinq Conditions Durham Place Apartments - Tigard, Oregon TRAFFIC IMPACT ANALYSIS The weekday peak hour addition of traffic generated by the proposed Durham P1am Apartment and single-family residential (south of the project) development was analyzed as follows: • The total number of weekday a.m. and p.m. peak hour trips were estimated for build-out of the site. Distribution of site-generated traffic was estimated based on existing traffic distribution on S.W. 108th Avenue at Durham Road. • Site-generated traffic for the peak hours was assigned to the street system and added to the existing and future background traffic volumes. • The anticipated Level of Service during the a.m, and p.m. peak hour time periods at the Durham Road/S.W. 1130 Avenue. • Traffic demand at each of the proposed project driveway intersections at S.W. 113th Avenue were analyzed to identify level of 7ervice defi,-ienc,-es. • Intersection sight distance at the Durham Road/S.W. 113th Avenue intersection was tested to ensure that traffic can safely turn onto Durham. Road from S.W. 113th Avenue. • (queuing analysis of Durham Road/S.W. 113th Avenue intersection. • An assessment of warrant for the need of a traffic signal at the intersection of Durham Road/S.W. 113th Avenue. • An assessment of warrant for the need of southbound left-turn lanes at each of the proposed project site driveway intersections on S.W. 113th Avenue. A detailed discussion of the methodology and the analysis results is contained in the remainder of this section. -12- Traffic Impact Ana]yais r Durham Place ,Apartments T��ara, Ore eon DEVELOPMENT PLANS A site plan has been prepared for the proposed Durham Place Apartment project. In the plan, a total of 172 2-bedroom apartment units are to be located on a 9.19-acre lot on the southeast copier of Durham Road and S.W. 113th Avenue. These apartment units are grouped into 11 separate buildings along three internal driveways that would intersect with S.W. 113th Avenue. TRIP GENERATION Estimates of total daily and a.m. and p.m. peak hour volumes for the proposed Durham Place Apartment complex were developed form empirical observations at other apartment complexes located throughout the United States. These empirical observations are summarized in a standard reference manual published by the ! Institute of Transportation Engineers (Reference 2). Based on these trip generation data, weekday and peak hour traffic generated by the project was calculated. Table 4 shows the resulting weekday and peak hour trip estimates. ITABLE 4 ITRIP GENERATION DURHAM PLACE APARTMENTS TRIPS VH1YE)VAY UNITS WEEKDAY IN- 411T TOTAL IN Vul TOTAL North 78 476 10 30 40 36 20 66 Middle 46 280 10 20 30 k� 10 36 South 48 296 10 20 3P 26 is 40 ITOTAL 172 1060 30 70 100 76 46 130 �— -13- - - VTmfFc Impact Analysis 1 I I I Durham Place Apartments - 7lgard, Oregon In addition to the estimated traffic generated by the proposed project, traffic estimates were calculated for the remaining undeveloped land located south of the proposed project adjacent to S.W. 113th Avenue. This land is planned for single-family residential use. The resulting trip generation estimates constitutes the future background traffic used in this analysis, and are shown in Table 5. TABLE 5 TRIP GENERATION FUTURE BACKGROUND TRAFFIC TRIPS A,YM, Ua L 17?9I b'U U.A,Y is OUT r9sE.L IN IIT TOTAL 31 At-rem' 145 1460 30 80 110 95 50 145 TRIP DISTRIBUTION The distribution of site-generated and future background trips into and out o. the Durham Place Apartments development was estimated based on the 3xieting distribution of a.m. and p.m. traffic on S.W. 108th Avenue at Durham Road and. is shown in Figure 4. S.W. 108th Avenue currently serviceE, apartment generated traffic. This analysis assumes that traffic generated by the pi-)posed project will distribute in the same pattern as residential traffic generated on S.W. 108th Avenue. Since S.W. 113th Avenue is a dead-end street, and is the only street servicing the proposed Durham Place Apartment, complex, all of the project generated traffic will enter and exit through tl-e Durham Road/S.W, 113th Avenue intersection. Figure 5 displays the a.m. and p.m. peak hour trip distribution for the project. ' Asaurres maximum allowable density for mingle family residential use at 6 unite per acre. -- — -14- _ Tmff c Impact Analysis I f t T!i t"I tit, 0I, iil"j It X�71 lyi,v, if 1414i 4W ti 1A WE IT, IT, AL T!J, ,p;1 q "K"I p dj t Ffill, L+ .4 4 44 Til .......... _TT -3N' rA .4 7� I + 41- 14 4 1:L I�L A m lam UUMME,It-1 1171 .THIS MICROFILMED �o NOTE: I IDRAWING IS LESS CLEAR 1rHAN THIS NOTU*r-TT ISAW- tv J&AAUTY OF THE ORIGINAL c L, I -DRAW ING. A "R ------------ MARCH' �"4 Iflow, I 1 { I i f or 1 t 1i A ' E NUE Kam • • - A C1 TY OF I GARI) I CONSTRUCTION NOTES : - -- -- - - - -- - GENERAL GENERAL ( conk . ) I . ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY'OF TIGARD 16. EMBANKMENT :TATER I AL SHALL. BE FREE FP.OM ORGAN I CS, FROZEN M,%TEk I AL. KING [ A.P.W.A. STANDARDS B SPECIFICATIONS. OREGON EDITION 980 AND ALL OTHER CONCRETE, ASPHALTIC CONCRETE AND OTHER KI G C1T�/DEBRIS. EMBANKMENT SHALL CONSIST IT BUILDING CODES THAT ARE ENFORCE. ( Is. U.B.C. . U.P.C. ) OF AN APPROVED ALL-WEATHER MATER AL ( Ia. ROCK. CLEAN NATIVE SOIL ). ^ � 2. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE ( 1 ) 17. EMBANKMENT SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMET I EXCEEDING EIGHT ( 8 ) INCHES IN L005E THICKNF.:SS. THE USE OF LOADED HAULING I DURING CONSTRUCTION I EQUIPMENT IN ALL BUT THE LAST Twp ( 2 ' FEET OF FILL WILL BE ACCEPTABLE r FOR COMPACTION, PROVIDED THE REQUIRED DENSITY IS OBTAINED THROUGHOUT THE 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BE RE WIDTH IND uEP)H OF EACH LA`C12. THE TOP Two ( 2 ) I=EET SHALL BE COMPACTED i STARTING CONSTRUCTION AND SHALL. NOTIFY CITY'S INSPECTOR ( PH. 6 4171 ) USING S.):TI.BLE MECNA: ,I I CAL COMPACTORS. alt 1 -- BEFORE STARTING CONSTRUCTION, 18. ALL PofT fl-'E TOP TWO ( 2 ) FEET OF FILL IS TO MEET 902 OF AASHTC T-180 4. NO CONSTRUCTION 15 TO COMMENCE UNTIL PLANS ARE APPROVED AND ISSUED FOR CCAPAC I'I ON. THE TOP TWO ( 2 ) �_'ET SHALL MELT 952 OF AASHTO T-180. a !( sa] t__w 1 t ..• BY THE CITY OF TIGARD. ji etj 19. THE VA':EF'IAl. IN EACH LAYER SHALL BE OF A MOISTURE CONTENT TO MEET 11C 5. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR THE ABOVE, COMPACTION REQUIREMENT. WETTING OR DRYING OF THE MATERIAL AND if I ! i , TIGARD I TO VERIFY EXISTANCE AND LOCATION OF ALL UTILITIES PRIOR TO CON- MANIPULAIION TO SECURE H UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER O /1t- � i STRUCTiON. IN CASE WHERE ACTUAL VARIES FROM PLAN. CONTRACTOR TO MAY BE REQUIRED. SHOULD THE MATERIALS BE TOO WET TO PERMIT PROPER Z { NOTIFY ENGINEER OF VARIANCE. COMPACTION BY ROLLING, ALL WORK ON ALL PORTIONS OF THE FILL THUS t AFFECTED SHALL BE DELAYED UNTIL THE MATERIAL HAS DRIED TO AN ACCEPTABLE � � 6. THE CONTRACTOR IS TO COORDINATE WITH ALL OF THE UTILITY COMPANIES MOISTURE CONTENT. �„•:,," � � --.d•- !i� � THE MARKING OF ALL EXISTING UTILITIES. COV^L i.NCE WITH ORS 757.541 TO ±- 757.571 IS REQUIRED. 20. THE OWNER, CITY AND W.B. WELLS B ASSOC. , INC. SHALL. RESERVE NOT SHOW TH1= RIGHT TO CALL FOR COMPACTION TESTS. I F THE TESTS DJ ;U TABLE i 7. THE CONTRACTOR 15 TO CC'ORDINATE THE RELOCATION OF ANY EXISTING RESULTS THE CONTRACTOR SHALL CORRECT IT AT NO COST TO THE OWNC.: ��_ UTILITIES IN CONFLICT. CONFLICTS TO BE RESOLVED BY ENGINEER. 21 . ALL EARTHWORK AND GRADING SHALL COMPLY WITH A.P.W.A. STANDARDS 8. THE CONTRACTOR SHALL DO ALL OF THE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. SECTION 204• INCLUDING AMENDMENTS, AND CHAPTER 70 OF THE J ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COii?I_ETE THE PROJECT IN AN UNIFORM BUILDING CODE. AND/OR THE REQUIREMENTS OF THE "PUBLIC WORKS ACCEPTABLE MANNER. CONSTRUCTION CODE` . 9. ALL MATERIAL USED 15 TO BE PER THE APPROVED PLANS. ANY ALTERNATES \ ay 11r/ 22. TRAFFIC CONTROL DURING CONSTRUCTION OF S.W. 113TH AVENUE SHALL BE ft ARE TO BE APPROVED BY 1HE ENGINEER AND THE CITY. ALLOW A MINIMUM OF ADDRESSED BY THE CONTRACTOR. CONTRACTOR TO PREPARE A TRAFFIC TWO WEEKS FOR APPROVAL. CONTROL PLAN AND SUP: I T TO C I TY OF T I GARD FOR APPROVAL. 10. ALL MATERIAL SUPPLIERS SHALT-. UPON REQUEST. SUBMIT TO CITY OF 23. THE ENGINEER SHALL PROVIDE ONE AS-BUILT MYLAR OF ALL IMPROVEMENT TIGARD AND/OR W.B. WELLS 8 ASSOC. . INC, PROOF THAT THE MATERIALS HAVEC I N I TY MAP WORK TO THE CITY AND CERTIFICATION OF WORK CONFORMANCE TO THE PLANS BEEN TESTED AND FOUND IN COMPLIANCE WITH THE ABOVE SPECIFICATIONS AND AND SPECIFICATIONS. APfRpG ON;TaUGT�ON SHALL CERTIFY THAT ALL MATERIALS ALS TO BE DELIVERED VERED TO THE JOB SITE MEET OR i ISSUED BY EXCEED SAID SPECIFICATIONS PRIOR TO DELIVERY. ANY MATERIAL NOT CERTIFIED24. ALL STRIPPINGS AND WASTE MATERIAL SHALL BE REMOVED FROM THE PROJECT (TI-Ty r, BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST SITE. TO THE OWNER. - ENGR OFA ICE s v MATF g`Z3 `IO 25. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE CITY'S IMPROVEMENT r t1".TEp 11 . THE CONTRACTOR SHALL KEEP THE CITY 8 W.B. WELLS 6 ASSOC. . PERAT C,F"!CE Ay OC. INC. WORK AT DURHAM ROAD. BLDG.OFFICE , `_' eeLe`� � � co P_ ADVISED OF HIS PROGRESS SO THAT INSPECTION CAN BE PERIN AN nAT EFFICIENT MANNER. TWENTY-FOUR ( 24 ) HOUR NOTICE: MUST BE GIVEN FOR TESTS OR INSPECTIONS. GEN TEL CO BY 1.L__..__.,. qAT[ � STORM SEWER 1 2. THE CONTRACTOR 15 TO KEEP AN ACCURATE RECORD OF AS-BU I LTS. NW.NAT I . MAINTAIN A MINIMUM COVER OF 3.0 FEET OVER ALL SEWERS. .y - y5 �t+ � � 13. ANY PLAN CHANGES ARE TO BE SUBMITTED TO THE ENGINEER AND APPROVED P,G.E CO6 3 5 y k I BY THE CITY OF TIGARD PRIOR TO ANY WORK. 2. CATCH BASINS. PIPE BEDDING, AND TRENCH BACKFILL SH4LI_ BE AS PER A,,j� ,? CITY OF TIGARD STANDARDS. 0 MAIr �, 14. THE CONTRACTOR 15 TO COORDINATE ALL UTILITY INSTALLATIONS. THE U4Akh tWAT O:ST (:' ,J O!•F! " n 1 CONTRACTOR IS TO SUPPLY ALL NECESSARY TRENCHING FOR SAID UTILITY 3. ALL STORM SEWER PIPE MATERIAL SHALL BE ASTM C-14, CLASS 3. CONCRETE � b� INSTALLATIONS. TV-h6, FIRE r.5i ov �L� --,CAtC BELL AND SPIGOT WITHOUT RUBBER GASKETS, UNLESS OTHERWISE APPROVED BY gv° y!^._ 15. THERE SHALTTHE CITY OF TIGARD. ,� a OAFS.. BE NO BACKFILLING OF ANY WORK PRIOR TO TESTING AND ACCEPTANCE BY THE CITY INSPECTOR. ANY WORK BACKFILLED WITHOUT UNIT. iEW AGE► r.? Oy BEING INSPECTED WILL BE UNCOVERED FOR THE INSPECTOR. SHEET INDE ILC c� '-� 1 . TITLE SHEET & NOTES 3 OWNER -DEATELOPER : ENGINEER : + � 2. STREET PLAN & PROFILE �� sta. 0+00 to 5+00 VLADO RAR I CEV I C3 . STREET PLAN & PROFILE l ( sta. 5+00 to 6+68 5811'r0- S . W . PATTON ROADill- PORT LAND , OREGON .9 `7 2 2 1 a� Asso�'IAT1�'S I C. PH . ( � 1 ! • ) 1 2153 -4346SNGINEER ��9✓�� z� q ` ,,�:�/ URVEYOR. 'qt 4230 N. E . FREMQNT ST . EY S sI,'N.�� PORTLAND , OREGON 97213 PHONE : 503) 284-5896 / S7 . GPN, PERMIT N4 . 384• - PROJECT NO . : 90-79 ( OSFO) .�.,..�- �.. .._...... .� T .. .....411+rw'• { .,-r + ..... Y - .++r_ +�...-.- ��..' :��`��,�,_.y-. .. _ � _ - ...........•.__._ ` `._: .. -��__._T._.� _..��__....._�-�.-_ _r ' r + Il� 111 Ill Ili ill Ill Il► Ill .'ll t�l ��I !�1 lIl 1�1 1') ill (fi I�I III lI1 I�1 I�I i11 1�1 ISI I�I I�� (�1 ►�) ISI I�I I�I Iii 111 ill 111 i,l ill IIIR SII rll (�i 1,1 illlilt ilt iii �' �� l F 'I 11 I � I 1 � 1 1 � � 1 1 � i 1 I 1 I 1 I 1 1 1 I � I � ( � NOTE: IF THIS MICROFILMED �"��"�- I L 4 5 6 9 l O l l 1 DRAWING IS LESS CLEAR THAN THIS NOTICE,- 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. QE 62 BZ LZ 92 CAZ bZ EZ ZZ (Z OZ 61 BI LI 91 SI bl EI ZI 11 01 6 a L 9 S b E Z 1a�rawb - ! itI,IIIi1�Ii1111111�111111111�111111111�1111�IIII�IIIIIIIN�IIIIIIIII�Iilllliil�liiiliiulnillrnlllu1111(IIIII1111U11111l1111�1111ltillllll111l11�1�1' :1111i11111I1u1111u111uInIlIIIIIInIIlIlI111u111u111�u1uI11il1illii111n11nI111►IIIIUIUl1l�nnllll111111�11111111111111H�1Wf11 MARCH 3 0 1992 I --- __ NORTH A.M. PEAK HOUR NORTH P.M. PEAK HOUR 4-340 45 ---635 DURHAM ROAD r DURHAM ROAD ,>r 120 �5 5.-♦ �— 45� '1% /W 565.E t� �� 15011 N N O Q1 n UO N LnIn w---n `30 _ ♦ � 20--$ t 55� t— — — — — — U� N� 0 w 0 Ln Ilk N o t � � N 1At n Ln N �- 20 0 n O l � jt z w .f FI a ri ri # vi NOTE THESE NUMBERS INCLUDE VOLUMES FOR EXISTING AND NOTE; THESE NUMBERS INCLUDE VOLUMES FOR EXISTING AND FUTURE BACKGROUND TRAFFIC. FUTURE BACKGROUND TRAFFIC. - I SITE-GENERATED TRAFFIC (A.M. AND P.M. PEAK HOURS) DURHAM PLACE APARTMENTS Figure 1 Mn 1990 4 341Fno� NORTH A.M. PEAK HOUR P.M. PEAK HOUR f NORTH �46% r 16% DURHAM ROAD DURHAM ROAD 54%"N V� 84% N � jw o o 0 42 l0 58% 50% 50% LO W 7 4 � L � 3 cri ESTIMATED SITE TRIP DISTRIBUTION (A.M. AND P.M. PEAK HOURS) DURHAM PLACE APARTMENTS Figure L r` ma-y- 1990 5 1 1%, 3glrco5 Durham Place Apartments - 7lgard, Oregon FUTURE TRAFFIC OPERATIONS/LEVEL OF SERVICE Using the estimated trip distribution, the traffic anticipated to be generated by the project during weekday a.m. and p.m. peak periods was assigned to the to the adjacent street system. Figure 5 shows the a.m. and p.m. site-generated traffic combined with the existing peals hour and the estimated future background traffic volumes to arrive at the projected total traffic. The level of service analysis of the intersection of Durham Road and S.W. 113th Avenue indicates that, with the addition of site-generated traffic, the intersection will operate at IAS "D" in the a.m. peak hour, and "E" in the p.m. peak hour. The critical movements through this intersection in the p.m. peak hour are the northbound left-turns from S.W. 113th Avenue onto Durham Road and the westbound left-turns from Durham Road onto S.W. 113th Avenue. It is important to remember that the LOS results for the intersection reflect conditions that are expected to exist only during the peak hour (a.m. and p.m.) of the average. For the remainder of the weekday, traffic conditions are likely to be significantly bAlkr. The levels of service of the Durham Road/S.W. 113th Avenue intersection are considered acceptable for an unsignalized intersection, therefore no mitigation measures need be considered under future traffic conditions. Level of service "A" was calculated in both the a.m. and p.m. peak hours for all three project driveway intersections with S.W. 113th Avenue. Table 6 shows the projected a.m. and p.m. peak hour levels of service at the Durham Road and project driveway intersections with S.W. 113th Avenue. TRAFFIC SAFE'T'Y CONSIDERATIONS Sight Distance Measurements As part of the traffic safety evaluation, field measurements of intersection sight distance were performed at the intersection of Durham Road/S.W. 113th Avenue. These observations, shown in Figure 6, reveal t,-at current sight distance to the east of S.W. 113th Avenue at Durham Road is limited to 200 feet due to obstructing trees and foliage south of Durham Roars. With a posted speed limit of 35 mph on Durham Road, intersection sight distance from S.W. 113th Avenue of 350 feet is required for safe operations. If the trees and foliage were removed, intersection sight. distance of a -17- Traffic Impact Analysis Durham Place A.partmento - 7lgard, Oregon 500 feet would be achieved, and would provide considerably greater than the required intersection sight distance of 350 feet. Intersection sight distance to the west of S.W. 113th Avenue exceeds the required 350 feet. Intersection sight distance at the proposed Durham Place Apartment driveways are estimated to exceed the minimum required 250 feet (based on an anticipated posted speed limit of 25 mph on S.W. 113th Avenue) based on review of the site plan. The Durham Road/S.W. 113th Avenue intersection is expected to operate at acceptable levels of service during all time periods (LOS "D" during the a.m. and LOS "E" during the p.m. peak hour). The proposed project driveway intersections at S.W. 113th Avenue are expected to operate at LOS "A" during all time periods. Given these findings and the finding that adequate sight distance will exist at all intersections adjacent to the project site once the trees and foliage south of Durham Road and east of S.W. 13th Avenue are removed, it is concluded that these intersections will operate with a high degree of safety and acceptable level of efficiency. QUEUING ANALYSIS AT DURHAM ROAD/S.W. 113TH AVENUE A queuing analysis was conducted for the a.m. and p.m. peak hour periods at the Durham Road/S.W. 113th Avenue intersection to investigate the impact of future traffic levels. Results from a gap analysis of peak hour traffic at the intersection showed that there are 130 available gaps for northbound left-turn vehicles to enter the traffic stream on Durham Road with an average delay o: 11.2 seconds/vehicle. In the p.m. peak Lour period there are 230 gaps available for northbound left-turn vehicles with an average of 19.5 seconds delay per vehicle. Currently there is storage space for four northbound left-turn vehicles (assuming 25 feet/veliicle) without inhibiting turn movements through the S.W. 113th Avenne/Tigard Towne Square East Entrance intersection. Ucing standard FHWA queuing analysis procedures (see Reference 1), the probabilities of a five-vehicle queue were calculated for the a.m. and p.m. peak hour periods. Based on the estimated gap availability and expected volumes, and assuming that traffic arrives at the intersection randomly, the likelihood of a five-vehicle queue during the a.m. peak hour period is less than 1/100th of 1%. During the p.m. peak hour period, the likelihood of a five-vehicle queue occurring is 2/10ths of 1% (99.8% certainty that a five-vehicle queue will not occur). ------- ---___�__�.` --._-- —_l9_----- --- Traffic Impact Analysis Durham Place Apartm.enta - 7lgard, Or on TABLE 6 EXPECTED LEVEL OF SERVICE UNSIGNALIZED INTERSECTIONS Critical Reserve Level of 111imution Zyiovement y LUMP, Capacity Service A.M. PEAK HOUR. • Durham Rd/113th Av NB Left 55 130 D • 113th Av/North Driveway EB Left 20 659 A • 113th Av/Middle Driveway SB Left 10 987 A • 113th Av/South Driveway SB Left 10 988 A P.M. PEAK HOUR • Durham Rd/113th Av NB Left 53 33 E • 113th Av/North Driveway EB Left 55 554 A • 113th Av/Middle Driveway SB left 25 969 A • 113th Av/South Driveway SB Left 25 969 A Generally, in traffic engineering a 95% level of confidence is considered very acceptable. In this case, the level of confidence that the site an i/or shopping center driveways will not be blocked is extremely good. The City of 'l'igard has scheduled Durham Road for re-construction in the summer of 1990. Upon completion, the cross-section will be expanded to two through lanes and I one continuous left-turn lane between Boones Ferry Road and S.W. 113th Avenue. The continuous bi-directional turn lane on Durham P ;ad will provide more than adequate stacking space for westbound left-turns at S.W. 1.13th Avenue. --------- --------- --20_- -- ----- -- Trak Impact Mnl eie Y Durham Place Apartments regard, Oregon TRAFFIC SIGNAL WARRANT'S AT DURHAM ROAD/S.W, 113TH AVENUE A traffic control signal warrant .analysis was performed on the unsignalized Durham Road/S.W. 113th Avenue intersection to determine whether a signal is necessary to control the intersection. The analysis for signal warrants is based upon procedures identified by the Federal Highway Administration (Reference 1) that determine signal warrants based on intersection approach lanes, peak hour approach volumes by turn movement direction and the 85-percentile speed of all vehicles on the uncontrolled approaches. Three separate warrants were evaluated for the Durham Road/S.W. 113th Avenue intersection including Warrant #1: Minimum Vehicular Volume, Warrant #2: Interruption of Continuous Traffic, and Warrant #11: Peak Hour Volume warrants. The lane configuration proposed by the City of Tigard that is scheduled for construction in Summer, 1990 wa:, used in each of the warrant analyses. Tne results of the FHWA warrants #1 and #2 investigation calculations are provided in Table 7 for both the a.m. and p.m. peak hour conditions. The results of FH.WA WarranL #11 are shown in Figure 7. The results show that the future condition of the Durham Road/S.W. 113th Avenue unsignahzed intersection with planned roadway capacity ' improvements and future levels of traffic, will not warrant the need for a traffic signal. ILEFT-TURN LANE WARRANTS ON S.W. 113TH AVENUE Left-turn lane warrants were analyzed for each of the proposed project driveway ' intersectionr on S.W. 113th Avenue. Of the estimated volumes at each of the intersections, the worst condition of conflicting turn-movements is expected during the p.m. peak hour at the S.W. 113th Avenue/North Driveway. Using standard proct..lures for calculating left-turn storage lanes on two-lane roadways I (see Reference 4), a warrant analysis was conducted on the S.W. 113th :kvenue/North Driveway intersection assuming the wont case condition of a posted speed of 40 mph on. S.W. 113th Avenue. The result of the left-turn storage warrant analysis is shown t in Figure 8. 21- Trnf is impact Analysis PEAK HOUR TRAFFIC SIGNAL WARRANT 600 . . . .. .:. .. . . : .. . . F- U 5OO Q :. . ....... . . ... ... . : .. . . . . . :. . .. . .. w O 2 OR MORE LANES ON MAJOR STREET Cc cr 400 ,f .. ,. • ..... ... . . & 1 LANE ON MINOR STREET V) a- 1 LANE ON MAJOR STREET Q 300 & 1 LANE ON MINOR STREET . . . . . . . . . ... . . . ... .. W ? j 200 . . . : .. ..' .. . ... .. .: .. . .' . . . • . .. . . . . .. . . ,. ' J O 100 400 600 800 1000 1200 1400 1600 1800 7C MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH DURHAM ROAD / S.W. 113TH AVENUE A - A.M. PEAK HOUR VOLUMES P - P.M. PEAK HOUR VOLUMES 7-7-7-1 � - SIGNAL NOT WARRANTED L _ _ TRAFFIC SIGNAL WARRANT (PEAK HOUR) _ [ llRHAM PLACE APARTMENTS f�9ure Ma 199q 7 391 007 WARRANT FOR LEFT--TURN STORAGE ON S.W. 113TH AVENUE AT PROPOSED DRIVEWAY #1 800 700 w600 : . .. .. .:. . . . . . : . . .. . ... . . . . .. . . . . . . . . . .. .. . . . ... .. 500 .. .. : . . . . ... . . . . . : ... . : .... : ... . : .. . O > 400 ��. :. .. . . .: .. . . ..... . . .. . .. .. . ... . . :. .. . . . . . . C7 � Z 300 . . . . . . . a200 :.. . . . . . . . . .. . . . . . . .. . . ... . . ..... . . . O 100 X. .. . : . . . 0 200 400 600 800 1000 ADVANCING VOLUME X - ADVANCING VOLUME (270) OPPOSING VOLUME (85) n - NO LEFT-TURN LANE REQUIRED v �. LEFT-TURN STORAGE WARRANT (PEAK HOURi DURHAM PLACE APARTMENTS May 1990 8 Kri , �� nor Durham Place Apartments - 7lgard, Oregon TABLE 7 TRAFFIC SIGNAL WARRANT ANALYSIS DURHAM ROAD/S.W.113TH AVENUE WARRANT #1 -- Minimum Vehicular Volume Warrant: LANES Vehicles/ Vehicles/ Major Minor Hour Hour Warrant Peak Period Street Street (600)2 (150)" (Y/N)' r A.M. 2 1 745 80 NO 6 P.M. 2 1 1085 40 NO e WARRANT #2 -• Interruption of Continuous Tr r,: LANES Vehicles/ Vehicles/ Major Minor Hour Hour Warrant Peak Period Street Street (900) (75) (Y/N) E A.M. 2 1 745 80 NO P.M. 2 1 1085 40 NO ' On major street (total approaches) ' Minor street (one direction only). ' To meet signal warrant, the vehicle/hour condition must be. met for tgsh th:_ rrRjor and minor IP)Teet. 24• Trnf»c Impact Analysis I _ Durham Place Apartments - Tigard, Oregon The level of northbound opposing traffic in the p.m. peak hour would have to increase by approximately 120%7 to 185 vehicles before a 75-foot left-turn storage lane is warranted on S.W. 113th Avenue at the proposed North Driveway intersection. The level of traffic estimated on S.W. 113th Avenue south of the proposed project was estimated using the maximum density of single-family residential use allowable in the City of Tigard's Comprehensive Plan. Therefore, no additional opposing traffic is anticipated since S.W. 113th Avenue dead-ends north of the Tualatin River. Hence, a left-turn storage lane is not warranted at the propon. l S.W. 113th Avenue/North Driveway intersection. Also, since this intersection is considered the worst of the proposed driveways on S.W.113th Avenue, left-turn storage at any of the other two driveway intersections is also not warranted. --— _-----.�-- ----- -25• 'I'rafi3c Impact Analysis Durham Place A)artmente . 71gard, Oregon CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis described and contained in this report, it is concluded that the proposed 172 unit apartment development known as Durham Place Apartments, in Tigard, Oregon, can be constructed without significant traffic impacts and that the adjacent street system (that includes scheduled roadway improvements on Durham Road in -Lhe Summer of 1990) is adequate to accommodate the projected traffic that will be added by this development. The specific findings of this analysis are as follows: • An analysis of existing traffic at the Durham Road/S.W. 113th Avenue intersection was conducted and the conclusions showed that the intersection operates at acceptable levels of service ("C" in the morning peak hour, and "D" in the evening peak hour). • An analysis of anticipated traffic generated by the proposed site and future single-family residential use south of the proposed site was conducted to determine levels of service for the Durham Road/S.W. 113th Avenue intersection, and the three proposed project driveway intersections of S.W. 113th Avenue. The results show that acceptable levels of service are anticipated at the Durham Road/S.W. 113th Avenue intersection for both the a.m. and p.m. peak hours. The proposed project driveway intersections of S.W. 113th Avenue are all expected to operate with little or no delay during both the a.m. and p.m. peak hour periods. • Intersection sight distance measurements were taken at the S.W. 113th Avenue intersection. With the removal of existing trees and foliage south of Durham Road at the proposed site, nearly 500 feet of intersection sight distance to the east of the intersection will be present. The scheduled reconstruction will further improve Durham Road vertical sight distance at the Durham Road/S.W. 113th Avenue intersection. • A three-step traffic signal wan-ant anal si^ was conducted ducted for the Durham Road/S.W. 113th Avenue intersection for both a.m. and p.m. peak hour periods. Separate calculations were performed including the minimum vehicular volume warrant, interruption of continuous traffic I Y 2F Conclusions and Recommendations I I Durham Place Apartmenhv - Tigard, Oregon warrant, and peak hour traffic warrant. The result from each calculation showed that a traffic signal at the Durham Road/S.W. 113th Avenue intersection is not warranted. • The need for separate left and right turn lanes on S.W. 113th Avenue at Durham Road was analyzed. LOS "E" was estimated for both a Bingle and double lane configuration for northbound traffic. Since S.W. 113th Avenue wiil be widened to 38 feet, right-turning vehicles will have room to bypass left-turning vehicles without striped channeii.zation. • A queuing analysis was conducted for northbound traffic on S.W. 113th Avenue at Durham Road. The results showed that, with at least 99.8% certainty, the likelihood of a queue long enough (5 vehicles) to impact traffic movement through the S.W. 113th Avenue/North Driveway intersection would not occur. • A left-turn storage lane warrant analysis was calculated for the three proposed project driveway intersections of S.W. 113th Avenue. The results of the analysis showed that left-turn storage lanes are not warranted. By removing the existing treee and foliage on the proposed Durham Place Apartment site the Durham Road/S.W. 113th Avenue intersection should operate safely once Durham Road is re-conbtructed. The expected traffic volumes on S.W. 113th Avenue are expected to be efficiently accommodated with the scheduled improvements to Durham Road. �® �-27- _ Conrlueione and Pecommendations Durham Place Apartments • 7lgard, Oregon REFERENCES 1. highway Capacity Manual. Transportation Research Board; Special Report No. 209 (1985). 2. Trip Generation Manual; 4th Edition. Institute of Transportation Engineers (1987). 3. Manual on Uniform Traffic Control Devices. U.S. Department of Transportation (1988). 4. Volume Warrants fr Left-Turn Storage Lanes At Unsignalized Grade Intersections. MD. Harmelink. 4 it ---- - --28- --- - ---- ------ References i CITY OF TIGARD , NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 90-03 VLADO BARICEVIC APPLICATION: A request by Vlado Baticevic for Site Development Review approval to allow develolwnent of a 172 unit apartment complex on an 8.73 acre site. Zoning: R-25 (residential, 25 units/acre) Location: southeast corner of SW 113th Avenue and Durham Road- (2S1 15A, Tax Lots 1700 and 18001 . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditic,ne listed on pages 8 through 11. ;he findings and conclusions on which the decision was based are noted below: A. FINDINGS OF FACT 1. Background The subject Bite was annexed to the City of Tigard in October, 1983. The site has been designated for Me.iium-High Densit,- Residential use hi the comprehensive Plan and has been zoned R-25 since annexation. No land use or development appl ' ,ations regarding this site have been reviewed by the City of Tic,--rd. 2. Vicinity Information The 94 unit Sycamore Terrace Apartments are under construction on property zoned R-25 to the east of the subject site. Properties to the north arse zoned R-7.5 (PD) (Planned Development) , are developed with apartments, and are located within the Summerfield planned community. The Tigard Towne Square ehoppin.l center is located t.o the west across .W 313th Avenue_ nn nrnpPrty zoned C-G (General Commercial) . Properties to Lhe south are presently wt`hin Washington County but are within the City of Tigard's active planning area. Plan designations are provided for >>hese parcels by the Comprehensive Plan Map. A 1.0 acre parcel designated for Medium- High Density use, which presently contains a single family residence, is located immediately south of the subject site. This parcel shares 484 feet of the subject property', 594 foot southern boundary. The remaining 100 feet of this border is shared with a parcel which is designated for. Low Density Residential use by the City of Tigard's Comprehensive Plan. The shared border between the subject site and this second adjacent parcel is within the wooded ravir-:? area which extends to the Tualatin River. 3. Site Information and Proposal Dus.cription The 8.73 acre subject site is an open, undeveloped field cut by a ravine in the eastern third of the site. The site has 594 feet. NOTICE OF DECISION - SDR 90-0003 - BARICHVIC Page 1 of frontage on Durham Road and approximately 760 feet of frontage on SW 113th Avenue. Durham Road is classified as a major collector street by the Comprehensive Plan's Transportation Map. Durham Road is scheduled for major improvements and widening this summer. SW 113th is functionally classified as a local street. The applicant proposes to develop a 172 unit apartment complex on r-he site. The development would .include eleven 2-1/2 story tall residential buildings. Also proposed are a single-story office and recreation building, an outdoor pool, a spa, and a putting green. Recreational facilities would be located in the northwestern corner of the site. The development is designed to have three accesses to SW 113th Avenue. The northernmost access will be approximately 150 feet south of the centerline of Durham Road, directly across from the driveway from the Tigard Towne Square Shopping Center. The other drive-rays would be. located 150 feet and 350 feet south of the fist driveway. Half street improvements are proposed to be ccnstructed along SW 113th Avenue, including 20 feet of pavement from the road's centerline, curbs, sidewalk, storm drains and streetlighting. Twenty-five additional feet of right-of-way along Durham Road will be dedicated for future street improvements. No improvements to the site's Durham Road frontage are proposed. Internal. circulation for the development will be provided by a network of 24-foot wide roadways. An eastern segment of the roadway system would extend parallel to the ravine and the Sycamore Terrace Apartments site to the east. Thirty-six apartment units would be located in the two apartment buildings along this easternmost driveway. The driveway would terminate with a hammerhead-type vehicle turnaround approximately 170 feet from they end of the driveway. Eight garages would be located at the southernmost and of this eastern driveway. A total of 287 parking spaces would be provided including the 8 garages, 176 carport spaces, 97 uncovered parking stalls, and 6 uncovered handicapped spaces. The designated handicapped spaces are all located on the western one-half of the site. The proposed site plan calls for approximately 39% of the site to be landscapes. The landscaping plan calls for maple trees to be located within the development site and behind a fence along the site's border to serve an street trees along the Durham Road frontage. Maple trees would also line the proposed development's eastern border with the Sycamore Terrace Apartments A number of linden trees would be located along the southern border of the site. Landscaping along the SW 113th Avenue frontage would include a combination of hornbeam t_r- es, arborvitae, Douglas fir, and other smaller bushes and shrubs. The landscaping plan also provides for the prevision of three picnic areas scattered NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 2 throughout the site including one area in the far northeastern corner of the site underneath the large oak tree located just to the east on the Sycamore Terrace property. The landscaping plan also calls for a 6-foot tall fence to be located along the Durham Road frontage and a sign to be located at the intersection of 113th Avenue and Durham Roads. The development is proposed to be connected to the public sanitary sewer system through installation of an 8-inch private sewer line connecting to a proposed Unified Sewerage Agency public sewer line within the ravine to the south. Unified Sewerage Agency has applied for a Sensitive Lands permit for installation of the sewer line in the drainageway through a separate application. Water service to the site exists from a 12-inch line along Durham Rcad, and an 8-inch line along SW 113th Avenue. Water service development on the site would include installation of six fire hydrants. Storm water drainage would be provided through storm sewers draining to the ravine on the eastern third of this site. 4. Agency and NPO Comments The Engineering Division has re-iewed the proposal and offered the following comments: 1. The site fronts onto Durham Road and 113th Avenue. Durham Road is a 2 lane paved road classified as a major collector street. The existing right-•of-way is 20 feet from the centerline whereas 45 feet is required for Durham Road. This additional right-of-way is shown appropriately on the submitted plans. Additional right-of-way must be dedicated at the intersection of 113th Avenue to allow a 25 foot radius curb return and sidewalk to be constructed within the public right-of-way. Improvements to Durham load, typically required of developments such as this, should not be required since the Major Streets Bond is providing for these improvements. The fi,ture curb will transition from the existing width west of 113th Avenue to the standard 22 feet from centerline along the sites frontage. 113th Avenve is a two lane paved local street, improved on the opposite side through the recent development of that site. Half street improvements should be constructed, as shown on the submitted site plan, to local street standards along the si.te,s frontage. 7.. Three accee.,tg are proposed to the site off 113th Avenue and nene are proposed to Durham Road. Access to nurham Road is not recommended since an alternate access exists off 113th Avenue . NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Paqe 3 w 3. A traffic analysis should be performed to determine if right and left turn lanes are warranted for vehicles entering Durham Road from 113th Avenue. The analysis should consider the full development of areas to be served by 113th Avenue to the south, this apartment complex, and the commercial development across 113th Avenue. Traffic volumes for the commercial site and for Durham Road are available from the Engineering Division of Tigard. 4. Since the site contains a large drainage swale, storm drainage is provided. However, the drainage swale should be evaluated to determine if wetland areas are involved within the Swale. A Corp. of Engineers permit should be pursued to determine the limits of any wetland area and how much fill can be allowed within any wetland area. Sanitary sewer and storm drainage lines are proposed to be installed within the swale. Siice the swale contains slopes in excess of 25 percent anc, is a drainageway, the installation must comply with the Se,,sitive Lands requirement of the TMC Section 18.84.040 5. The site is to be served by public sanita.; sewer at the southeast corner of the site. The sewer service is to be provided by a local improvement district formed through the Unifi d Sewerage Agency. Tigard School District 23J has reviewed the proposal and has commented that the proposed apartment complex is located within the Templeton Elementary/Twality Junior High attendance boundaries. This complex is expected to generate 42 new students for Templeton Elementary and 69 students at Twali.ty .Junior High. Because 27 other developments are also now being planned or constructed, prospective occupants of this development should be advised that students may need to be bused to other schools in order to accomodate this growth. After the District completes its new middle school in 1992, there should be room available at Templeton Elementary and Twality Junior High schools to accommodate the anticipated additional students. The Tualatin Valley Fire and Rescue District has reviewed the proposal and has provided the following comments: 1.. The District recommends that an emergency access be provided alcng the si.te•s eastern boundary connecting with the internal roadways for the Sycamore Terrace Apartments; 2. "No Parking, Fire Lane, Tow Away" signs shall be posted at the turnaround on the eastern edge of the site in accordance with ORS 478.910; NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Faye 4 3. Fireflow shall be provided as required by the Uniform Fire Code. NPO Y6 has reviewed the proposal and has provided the following comments: 1. More lighting is needed in the proposed development's far southeast corner garage area; 2. The proposed landscape buffering along the southern border may need to be increased; 3. The NPO recommends that one of the picnic areas be converted to a children'e playground for the use of the tenants; 4. The hammerhead turnaround for emergency vehicles in the southeast corner does not appear to provide adequate area in accordance with Code requirements. The Park Board has reviewed the proposal and has recommended that the f--Astern side of the Bite be left undeveloped. The Park Board recotu,3nds that the developer consider a combination of sale and dedicetion of this area for development of a ravine/parkway con action with a trail to the Tualatin River Greenway. The Park Board feels that this proposed greenway connection would be a great asset to the proposed development as well as to the City. However, if development of this greenway area on the eastern third of this site cannot be accommodated, the Park Board would like the area within the drainageway to be dedicated for greenway purposes. The Building Division, Tigard Water. District, General Telephone, PGE, and the Metro Area Communications Commission have reviewed the proposal and have issued no comments or objections. No other comments have been received. B. ANALYSIS AND CONCLUSION Proposed site improvements comply with Community Development Code R-25 zoning district (Residential., 25 unite/acre) iaquirements for setbacks, building height (35 foot maximum height) , lot coverage (maximum allowed site coverage of 758; 618 Bite coverage proposed) , and landscaped area (2.58 mininium required; 398 site landscaping provided) . Multi-family residences are a permitted use in the R-25 zone. The proposed number of dwelling unite, 172, complies with the permitted density standard as applied to this parcel. Plan and Code standards would permit in excess of 20D residential units an this Pite. The proposal also complies with Code standards for internal roadiray widths; total parking spaces (258 parking spaces required; 287 total NOTICE OF DECISION - SDR 90-0003 - BARICEVIC page 5 parking Spaces provided), covered parking (172 covered spaces required; 184 covered spaces provided) , and provision of 6 designated handicapped parking spaces as required. The site plan also satisfies Code requirements for private and shared outdoor recreational areas, site and parking area lighting, and number of accesses. Issues of special significance regarding the proposal are detailed below: Landscaping/Buffering The landscapi:.g proposed satisfies Code standards for amount of landscaped area and for street trees along Durham Road. Parking area landscaping requirements are also satisfied. However, modifications to the landscaping plan will be necessary to provide for an adequate number and typo; of street trees along the site's SW 113th Avenue frontage. The landscaping plan must also be revised to remove oversized landscaping materials from the required vision clearance areas at the intersections of internals driveways with SW 113th Avenue and to modify the fence at the site's 113th Avenue/Durham Road intersection. Landscaping, fencing, and signs within required vision clearance areas may not block motorists' or pedestrians' vision between 3 and 8 feet above grace. In addition, the landscaping plan should be revised to provide additional landscaping or fencing along the site's southern and eastern borders to provide privacy for the residents of the propoecd development and adjacent properties. The present landscaping plan calls for a combination of linden and maple trees along these borders. Additional understory landscaping or screening would serve to also provide low level privacy not afforded by these trees. Park Dedication/Park Access: Comprehensive Plan Policy 3.5.3 requires that developments which include land within and E:djacent to floodplain areas and drainageways dedicate sufficient land area for the development of a greenway/open space system. The ravine on the eastern portion of the subject site is designated as a drainageway on the Comprehensive Plan's Floodplain and Wetlands map. The ravine is largely undevelopable because of its steep sloFes. Several pieces of this ravine have previously dedicated to the City of Tigard as conditions of approval of the Dover Landing II and Rebecca Park subdivisions and the Sycamore Terrace apa.-tments. The site plan notes that the ravine area below the 140 foot elevation is intended to be dedicated an greenway in conformance with the preceding development approvals and City poj.icy. It is recommended that the remainder of the heavily vegetated ravine area also be dedicated in order to better preserve thin important open space area. It is also recommended a public uee pedestrian easement be provided between the head of the ravine and either SW !13th Avenue or SW Durham Road. In addition, in order to protect this open space/resource area the City of Tigard will require that the ravine area he fenced off NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 6 during construction on the site so as to prohibit construction equipment and materials from entering this area with the exception of necessary construction activities for sanitary and storm sewer installation. Emergency Vehicle Access Staff finds that the proposed hammerhead-configured turnaround on the easternmost driveway satisfies the dimensional requirements of Code Section 18.108.070.0.2 and therefore the proposed roadway system provides an adequate, though less than ideal, circulation system for emergency service purposes. Staff agrees with the Fire District's recommendation that the applicant pursue an agreement with the abuttirg property owners for a connection between the proposed develcpment and the Sycamore Terrace Apartments. The connection could be limited to emergency vehicle use only. Signaje No plans for signage have been included with the development application except for the proposed sign location at the corner of SW 113th Avenue and SW Durham Road. If the sign will exceed three feet In height, it will violate the Code's vision clearance requirements at intersections. When a sign permit is applied for, the Planning division will review the sign's location, size, and height requirements for compliance with Code requirements. Code Section 18.114. 130.8 allows one permanent freestanding sign at each entry point to the housing complex, not to exceed 32 square feet per face, Recommendations Staff and commenting agencies have noted several items with regard to the site plar, '.hat could be modified to improve the functioning of the site. Becaurie these items do not conflict with Plan or Code requirements, modifications are not mandatary but instead are offered as recommends--ions for improving the propob.-i development. Staff recommends thet t;ie applicant consider the f.olloJing: - Relocate at least: one designated handicapped parking space to the easte.•n section of the site to serve tenants or visitors of the apartments in this area; - Place at least two of the designated handicapped parking spaces underneath carports to serve handicapped tenants of the apartments; - Provide playground equipment for the use of children residing within the development. Playground equipment could replace one of the proposed picnic areas or be located adjacent to a picnic area; NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 7 - Additional lighting should be considered for the area of the garages in the southeast corner of the site; Dedicate all area within the ravine to the City as greenway/open space instead of just the required dedication of land below the 140 foot contour. Provide a public use easement from either Durham Road or SW 113th Avenue to the ravine to allow access to the ravine for non-residents of the development. C. DECISION The Director's designee approves Site Development Review SDR 90-0003 subject to the following conditions. Building Permits will not be issued until the following conditions have been satisfied or a satisfactory performance assurance provided: 1. A revised site plan/landscaping plan shall be provided which provides for: a. Satisfactory numbers, sizes and spacing of street trees along the SW 113ta Avenue frontage of the site; b. Revisions to the proposed landscaping at the proposed driveways to SW 113th Avenue and revisions to the fence at the 113th/Durham intersection to comply with vision clearance requirements; C. Additional understory landscaping materials or fencing along the site's southern and eastern borders to satisfy Code buffering requirements. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . 7.. At a minimum, the area below 140 foot contour shall be dedicated to the City of Tigard as greenway - open space. A monumented boundary survey showing all new title lines, prepared by a registered professional land surveyor, shall be submitted to the City for review and approval prior to recording. STAFF CONTACT: John Hagman, Engineering Division, (639-4171) . 3. A permit or evidence that a permit is not required shall. be obtained by the applicant from the US Army Corps of Engi-neers and Division of State Lands, (Authority: Section 404, Clean Water Act, and ORS 541.605 to 641 .695) . A copy of the permit shall be provided to the City Engineering Division by the applicant. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 4. The applicant shall demonstrate that the requirements of the TMC Chapter 18.84, Sensitive Lands are satisfied. 5. The sanitary sewer improvements provided by the USA Local Improvement District shall be in place prior to issuance of NOTICE OF DECISION - SDR 90-0003 - BARICEVIC page 8 occupancy. Evidence assuring the Local Improvement District is valid shall be provided prior to issuance of a building permit. 6. The applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 7. The proposed privately operated and maintained sanitary sewer and storm drainage system plan-profile details shall be provided as part of the public improvement plane. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . B. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Division (639-4171) . 9. The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageway without significantly impacting properties downstream. STAFF CUNT:^.T: Greg Berry, Engineering Division (639-4171) . 10. The development shall not be permitted to access directly onto Durham Road. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 1].. A traffic analysis report shall be provided detailing the expected traffic volumes at the intersection of 113th Avenue and Durham Road based upon full development of the area to be accessed by 113th Avenue. The traffic analysiB shall determine if right and, left turn laned on SW 113th Avenue are warranted at Durham Road(a.-"!� N�• 1 1) 12. Standard half-street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the i:3th Avenue frontage. Improvements shall be designed and con9tructed to local streei: standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 13. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Division. Seven (7) Bets of approved drawings and one (1 ) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. ) STAFF CONTACT: John Hagman, Engineering Division (639-4171) . NOTICE OF DECISION - SDR 90-0003 - BARICEVIC page 9 14. Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the public improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, a developer- engineer agreement, the payment of a permit fee and a sign installation/streetlight .fee are required. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 15. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171) . 16. Additional right-of-way shall be dedicated to the Public along the Durham Road frontage to increase the right-of-way to 45 feet from the centerline and to provide area for a 25 foot radius curb return and Bidewalk at the 113th Avenue intersection. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 17. Additional right-of-way ahaLl be dedicated to the Public along the 113th Avenue frontage to increase the right-of-way to 25 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171 ) . 18. A grading plan shall be submitted showing the existing and proposed contours. A Boils report shall be provided detailing the soil compaction requirements. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 19. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1999." 20. A tree removal permit shall be obtained prior to removal of any trees with a caliper in excess of 6 inches at 4 feet above grade. In order to protect trees within the ravine area, temporary fencing of a height of no less than four feet shall be installed along the edge of the wooded area. Fencing must also be installed on the dripline of the large oak treq located near the site's eastern property line. Fencing shall remain in place until the completion of all construction activities on the Bite. 'TAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . NOTICE OF DECISION - SDR 90-0003 -• BARICEVIC Page 10 rHE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT FOR ANY OF THE PROPOSED BUILDINGS. STAFF CONTACT: STAFF CONTACT: Jerry Offer, Planning Division. 21. All landscaping materials shall be installed as per the approved revised site plan/landscaping plan. Financial assurance shall be provided guaranteeing the installation of the landscaping within six months. All public improvements and other proposed site improvements shall be installed as illustrated on the approved site plan. 22. Vegetation planted within the required clear vision area at the SW 113th Avenue/access driveway intersections must be kept trimmed so that clear vision is maintained between three and eight feet above grade. 23. A sign permit shall be obtained prior to the erection of am• sign. Sign location, height, and area shall be in accordance with provisions of Section 18.3.14 of the Community Development Code. THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF FINAL DECISION AS NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: X The applicant and owners X Owners of record within the regi,ired distance X The affected Neighborhood Planning organization ,K Affected government agencies 2. Final Decisi.oni THE DECISION SHALL 5E FINAL ON 4/17/SJ UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 1312.5 SW Hall. Blvd. , Tigard, Oregon. i The deadline for filing of an appeal is 3:30 p.m. 4/17/90 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 1312.5 SW Hall Blvd. , -igard, Oregon. NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 11 it PR ABED Jer ffer, // As ate Planner A PROVED BY: eith Liden, DATE Senior Planner BR/JO:SDR90-03.jo N r .,, zoo I �. NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 12 ALU - ^ J J it z v N �2 ur 3 tto Y 4 � rn - 11 O� I - 1 , V! � J 4cJY1 N II I(x _ U J >K � j mmm •o � « II 1 O 1 - 3 O tom- z: 'U rn U 1 II l a i J) _ 00In - - u a, C4 II O ? Y N O u�+ �- L, x m Ix J C qc �- - - -j ww w o O o > II I U t]C _I a tL a �' — 1•- Urn _ ...__-_ a Z > Z Z O I Q U U to ID F- -- _ tYL3 r_ - 0 3 V u+ - = dc II ; m c -3 r Li 1D d) 3 = 1 �- r -- 'L' -- �, a W a > EXIST CURB a I W- ILJc! �- Q _' - --- ,., ►u ac Z a V - W I ( urnI< � z .� ; C) - LJ � � � �1 I -- M 0 8 Ila U > \ U s{ 11 > rJ -• 11! 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HAVE 4 MINIMVM THICKNESS OF 6 tNCNES 0 MOUNTABLE - _ - �� _ - - - - - - O CUNB :S USED OR M SIOCWALK 1e INTENDED AS PORTION Or ORIVEWAY Lil j - - '�• - - - '-' -" - -- - - - -' - - - -" - - _ - _ -� - 1 N OTHERWISE SIDEWALK SHALL HAVE A MINIMUM rMCXNESS OIT 4 INCHES NO SCALE 1. 1 (//EDGE OF A.C. Ncw cuRP� ~ u /J EDGE_ A A.C C. - - - 10 6 OR►IN !!LOCKOUTS IN C.U't*S SMALL BE EXTENDED TO SACK OF StOEWALF WITH 3"DIA PLASTI: �' • S . W . 113th AVENUE c V,PE At " `Ye SLOPf CONTRACTION JOINT f0 Of PLACED OVER ►RIE - - - - _ - _ -._-- � � - � \ _----- - r - - MH {{(A• 38' ST ST .P WASHINGTON COUNTY 00 - _ _- - _-- _ - 2" G ---- oQ - DEPARTMENT OF LAND USE CONCRETE SIDEWALK + --- 2" G ---- -- $ �, a _ _ _ N AND TRANSPORTATION Ln - r'X _ p NTO C31 IL OM ft 1111 a"" APWA No. wAsf COUIN" N4 _ EXIST CURB - - - - - - - - tb - - - - - - _ - - _ - - - - - -�CB -'~ EDGE A.C. I� O ,L�dr� ��I�•�,+�� 9A 4, NONE CS 305 - - - _ _ -_ - - - _ >� . .. ZO/P "� . . • .... . .. . . ... .. . . . . .. 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OF 10fT1)MIIOOIIAL SOPS " a. lM1fCNlplT �, ._ .�• Kr mc" ON Al , Q 0 1urs" 1T []mmmpt 1 SLOPE OF PAVEMENT SEE ONAILRNS 00 C1-104 E 0 Pt TT_ NO. 1 LIARS I ` �� ( j C \ \/ "I, z - i 1�KTAA. s T1101y VAN PLACEMENT SEE DM6 0 Nn Qi-!04 S D" f{O 0-54 1 j �) M- [ 0 S'MIN. • L%1 7111$ a M"-am TABLE �OWTCR�wwc$ " r_ i0 V'MAN. I•Zf I 1 11111119 ONAlnIIG am 0-100 Iron • M RAN S SECTION A-*. 1 ll H _ t NOTE : DESIGN ELEVATIONS, ARC Rt=F1=RENGED TO GUTTCR --� T r p [ ; 4I DUI rRPE�I .�._�_- — _-..-___-• --...___—_.__ 1TANOARo L'- 1 �" ;13�Iw. ,�— z S. M lwt1LE 2�3 JRA" I __ -- --- _ --- 170 } O wSECTION 8-® I FOR 1NAT[ TYK SEE Dnr NO, a-CIS � SECTION �B � o - - tJ R 0"ES TWO GRATES, Set CA OtiA1NN1 IID O-IDL HM fJd-\f\ SIL•'F711 PLAN S ELLVATIQN !E[ - - '_ - -- -- 0'STANOARO'1 'OVERSIaE• ARE TA f DW[ti. NO. 0••100 S o-IAS. YI SNIP WrON CO DESIGNATIONS IS 168 N w ' V . G . 168 r=� z O i. M/ASF�M6G'rON �t�VTY V4+A�TON COUNTY �,:,� r DEPARTMENT OF LAND USE CATCH BAS i N o s ,I�to-,oD A oA R �a TAT oN RECESSED CURB INLET - ----- --- 'rte,, AND TRANSPI�RTATi01� 1 ollla. Ilo. to-104 Z ? • Owls CMI.lilOSEIM dtAt1RI APRRA NO. MAMA t7oUMrr Nt1 O[ITR Ile Cp1t!B�/w AMM A/Y!A 410. wAiL C01MiTT qp i.� 1-8 (MOD.) D - I 0 iag7j� � ,Bt1 2 t IA40.) D -104 t 6 6 --- - 1n In 166 N r- I � N O rn � O P� Or slow ' LNAOt SI19 1114 RFT _ Alla t�LINS�R V I V N 1 Li 0 _ _ co O > e �-- 0 i"{ S" IO M. 40 0 MAX� -d Mlle /,R/W LINE > + � - � � NEON DRIv[WnY �� . RIn 16 4 s' A I �_ �� 1 6 4 --- - LAJ - - _ EXIST GR ND e G/L — Z -__ - - - - - CXIST EDGC or A . G . LOCATION I NO.. • • O �-_ I N I SN GUTTER RADE ° I a - CONTRAC TtGR DONT � _ SIDEWALK ENP1NSM •owrs —�- ---�-- 1 62 — — ♦ --- _ -- -- - __ _ - - — - - - t 162 � i OMEtM1,Al / SMM JOwT [fa11AN101 AI1I1•S•L�\ I • (�• ' r I `O I MIX. _ LLJ 4 A Z -- - - - - - - - - /' o' ►' •' n1I T tY-MN—' --�31 0. FrE or wu 1 — - -- - -- -' - -- - - — _ s ' � _._—� � _ -- _ _ _ ISO O O AXMAI[M - tb 0 MAX SASS l ` 6O 1 -- 1►I PLAN ' ,R.txP011 t• M DOSIS" $Man SR9ATSR THAN 40 MPN THE 1ANNUMCT WwWOTASLE a ruTURC RADC CURS OS-100 1NALL K U890 11t�A� ,� [ OOICN['T[ TO NAV[ M 1R[ARNIG $TR[NtiTN CY 5000 PSA AFTER 21 OATS 1 W KE oils. N0. um ELEVATION B-B EXPANSHM JDN{T$ ly A TO K PR(WIDED 1 Al EACH ►GRIT OF TAHGENCV CW THE CURS _ _... 1J AT EACH COLO JGWT r^ T 1B AT EACH IIID[ OF INl[T STRNGTVNSS - -- - -- V 41 AT [ACM SAID OF ON1vtWAYS uJ Z SI AT LOCATION$ NSCt1SART TO LNNT SPACING M 4s Ft[T 156 1_ -_ _ _ - - --- - __-____-- -- - — ----- 156 10 , ✓ \ 0 MATERIAL TO RIE "q - MOLDIA,ASPHALT IMPNEGIIATEO,NOM--EXTRUDING, -- --� - - - I-I/["AS VI_�,' [" OF 5A" MINUS WITH A TNICRNOSS OF 1/2 INCH - —� • SAM SECTION A-A a W*TRACT ION jow Ts A 1PACW0 TO BE NOT MIME THAN 0 FEET - S THE ORPTH OF THE JOtaT B«A4.t K AT LEAST I II w6cilaS 4 BASS ROCA -2'-0 OR 9^"-0 >n% CONIPACTIO 1 SAI[ OWN SHALL SI TO M � I - -- -- I P� NfAwM _ _ ___L_- r /� 154 • IwSaAm of Brdt[T STRUctUXE OA 4' NI WPTH, WNICN[V9O It GN[ATIR 11.54 - B♦VO 7100 l �} � I'?JC� I OONCR[TE ,MALI NAVE A MINIMUM BR[AMNIG yTR[N4TN Ur 5004 PSI -- .. -_._. 1+00 rte• ` A/7[R dS DAYS i $ACK MIX 6 DRAINAIE 4LOCK(WT - a" DIA PLASTIC pwa 7 `.� CII 1 ,i f. �\ [ CUR! JOINT 9NAL1_ B[ 4 TRO1'[L[D ,fOM1T WITH A ARMADA 1/[" RAOIl16 A Lp PL M►EdfTNIpIMLINi. •. ALONG SACK d CURS r 1�G •.� t1t1MNSICN IQINTt B«All a< ✓[' I'R[MDLDEO ASPHALT IMFNgNAr[D 1 pRA1wA1E &CCtOt TO0N_ iN RXISTNM PAIR SMALL 81009 t'1kLL[o ON C3RR1 SCALE I " � 20 ' HORIZONTAL SAW WT VERTICALLT 14 EA04 SN,[ OP pRA,N•RSPeuNffJ Td FULL KPTN OF JIM NATIONAL 011 EQUAL, EXT[NOII/G rNDM 1LNMtADf To RINfS«t0 BRAO1 t . Er[ IDw1 No c�- ,Do AND IOC cs-tae III = 2 ' V F R T I C A L i (� ' WASHINGTON COUNTY CURB NON- MOUNTABLE IWASHN4GTON PARTIIAEN LJ4 Y COMMERCIAL DRIVEWAY DEPARTMENT OF LAND USEF7R USE ON MEDIANS9 � ?� t � 3 ,�►FJ TRANaPC�RT A TION AND TgANIlPORT A.ION ,fir .,,�_,,. �\ of MT! CI'RL Oftsme I OI WO" AS'�A NO. THAI! COWWrr IID Mx « �� K MA 410. MASIL O[SUIIfT 1Q ► t ci'OIL II, �" 4'.09 NONE DW-201 d •t - le(IwO�.) CS-301 ..........r..:wtibN• '.....;,,,a•,I;,w,,.,,,,� _ �...--._.�.- -+�..�.... -. - -y'-- - _,..•. T - - - _.... _ .+ v _ _ _ -_ - mow-•• ••,—,..�. q ,•..w.,..,......._ ' 1 I �- - _ 4 I I I I 1 L._�". 1 I� 1 1 1 11 I I I ` I - I L I I = ..., I ,, .. ,I . ,,�,I,.Ly� l �..1:•. ' . .i',""„ . ( r 1 I I I t 1 I' .: .�j 111` 11 1 1 1 1 1 i! i 111 t 1 I 1 1 1 1 III I 1111 1 � I'{� I 1 1 111.1p111I1JI11f1 11 ,111 111 III (llllll III 111 111 111 111 111 !111111 111 1111111 11 ' ( I ' I 11111111111111 � I Z 1 I NOTE: IF THI5 MICROFILMED 1 2 3 4 5 -'_ 6 7 8 9 1)o DRAWING IS LESS CLEAR THAN THIS NOTICG,'IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 02 LZ 9? SZ V? EL ZZ 12 0? 611 91 LI 91 SI bl EI Z 11 01 6 6 L 9 caIb E II!Illiil{Ilfi1u11111111U1111t11111111111111I1i1111)Iilill111i�flu1nf11ut111ttt1tf1fI111111i11I111111111{111111NI111411111111111111111111{1;11111" I"•11111111111H11IIIII1111111111111111{III�IIIIIII{1�1111Illull111111111111111111II11111111�I111111Wn111111.1lillllll11�1111II11111U111W�I11� MARCH 30 19 92 I I I ' I I I y I I I I i i I I I I I II I I P11BL I C f or C7 A ARrrMEN T, S I I I) URfIAM I' A iyj 1) TI CARD , ORE CON~ I CONSTRUCTION NOTES : --- �- GENERAL GENERAL ( con t . DETAILS 16. EMBANKMENT MATC:RIAL SHALL BE FREE FROM ORGANICS, FROZEN MATERIAL, KING 1 . ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY OF T1,ARD. CONCRETE. ASPHALTIC CONCRETE AND OTHER DEBRIS. EMBANKMENT SHALL CONSIST Pee CITY ;.,, . �� I -• C �.jm A.P,W,A. STANDARDS 6 SPECIFICATIONS. OREGON EDITION 1990 AND ALL OTHER BUILDING CODES THAT ARE ENFORCE. ( le. U.B.C. , U.P.C. ) OF AN APPROVED ALL-WEATHER MATERIAL ( 16. ROCK, CLEAN NATIVE SOIL44 ) -�� i S L1 2. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE ( 1 ) 1 7. EMBANKMENT SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT \ j = ___ � t- SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES EXCEED I NG E I GHT ( 8 ) I NCHES IN LOOSE TH I CKNESS. THE USE OF LOADED HAULING S ;'{� � y DURING CONSTRUCTION. EQUIPMENT IN ALL BUT THE LAST TWO ( 2 ) FEET OF FILL WILL BE ACCEPTABLE 1 1 � j *✓ _ • . FOR COMPACTION, PROVIDED THE REOUIRED DENSITY IS OBTAINED THROUGHOUT THE 3. THE CONTRACTOR SHALL OBTAIN ALL REOUIRED PERMITS AND LICENSES BEFORE W I DTH AND DEPTH OF EACH LAYER. THE TOP TWO ( 2 ) FEET SHALL BE COMPACTED , -• a f, .r�B, ;�C I jry �..� • sr•'�/O ��( G STARTINGCONSTRUCTION. USING SUITABLE MECHANICAL COMPACTORS. - -.,. -7 0 'T, 4. NO CONSTRUCTION IS TO COMMENCE UNTIL PLANS ARE APPROVED AND ISSUED 18. ALL BUT THE TOP TWO ( 2 ) FEET OF FILL IS TO MEET 90S OF AA5HT0 T-180 - �•=�-•=•'�-• � - { • '=f t L� � BY THE CITY OF TIGARD. FOR COMPACTION. THE TOP TWO ( 2 ) FEET SHALL MEET 952 OF AASHTO T-I80. F _ it I Irl I ` f $ _ F C ilk:,. 5. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR 1 9. THE MATERIAL IN EACH LAYER SHALL BE OF A MOISTURE CONTENT TO MEET ' 1 r' �'s`" �' l 6 y Y 'f AOLI C !•J r�-' •� I TIGARD I TO VERIFY EX I STANCE AND LOCATION OF ALL UTILITIES PRIOR TO CON- THE ABOVE COMPACTION REOU I REMFNT. WETTING I N4 OR DRYING OF THE MATERIAL AND "'i _ _ �1 _ _ 1-- STRUCTION. IN CASE WHERE ACTUAL VARIES FROM PLAN, CONTRACTOR TO MANIPULATION TO SECURE A UNIFORM MOI,TIJRE CONTENT THROUGHOUT THE LAYER 'Z _ S [ `„.�(f� o V, �� Lam' .. •.. 1 NOTIFY ENGINEER OF VARIANCE. MAY BE RFOUIRED. SHOULD THE MATERIALS BF TOO WET TO PERMIT PROPER _ _ ;. � COMPACTION BY ROLLING, ALL WORK ON ALL PORT I ONS OF THE FILL. THUS , ` ' ti91 'moi r11 ; lfl 6. THE CG:TRACTOR I S TO COORDINATE WITH ALL OF THE UTILITY COMPANIES AFFECTED SHALL- BE DELAYED 'NT I L THE MATFR I AL HAS DW I FU TO AN ACCFPTABL F ' '- ! - ."S•� .,, �- �� - •� __�/_,�. �I _ ) THE MARKING OF ALL EXISTING UTILITIES. COMPLIANCE WITH ORS 757.:41 TO MOISTURE CONTENT, T 757.571 1S REOUIRED. 20. THE OWNER, CITY AND W.B. WFLLS 8 ASSO( INC. 5HAI1 WF_iFWVF THF THE CONTRACTOR IS TO COORDINATE THE RELOCATION OF ANY EXISTING t R I GM TO _ALL FOR COMPACT ION TE.,r;, Ir THF TESTS U(1 NOT SNOW 5(11 TABI F UTILITIES IN CONFLICT. CONFLICTS TO BE RESOLVED BY ENGINEER RESULTS THE CONTRACTOR SHALL (ORRFCT IT AT NO COST TO THF OWNF=R t. 10 8. THE CONTRACTOR SHALL DO ALL OF THE WORK SHOWN ON THE DRAWINGS AND 21 ALL EARTHWORK AND 6RAUIN(4 SHALL COMP( Y WITH A P M A. ',IANDAWUS It ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN5P£CIF{CAT1ON5. SECT{ON 2114, INc1till INo, AMFNOMENTS. ANTI fHAI'TFW 11( (1F THE ACCEPTABLE MANNER. UNIFORM BUILDING COUF. ANO/(1W THF RFOII I RF:=FN1', (11 T H[ "1"1I14I 1( WOp1', y !gid J CON5TRl1(T ION L(tUF' 9 AL_ MATERIAL USED S TO BE PER THE APPROVED PLANS. ANY ALTERNATES ARE TO BE APPROVED BY THE ENGINEER AND THE CITY ALLOW A MINIMUM OF 2 THE. SUBGWAOF FON! AL I PARK I Nt, AWFA',. T WAVF•I WAY',, AN(I MtI I I U 1 N(, PAD', TVC WEEKS FOR APPROVAL. SHALL BE PREPARED AND BROUGHT IO (,WADF IFY iHF (ONIWA( TOW In MF•F T d AASHTO T- IN0. AL- MATERIAL SUPPLIERS SHAD., UPON REOUEST SUBMIT TO :! TY OF " 'IGARG ANa?/OR W.B. WELLS a ASSOC. , INC. PROOF THAT THE MATERIALS HAVE 23 THE EXISTIN4 k.ON10IIW} SHOWN ON 1HFSI- r'1AN'_, ARt ORAWN Al A 1011RAN( t 1 ~ BEEN TESTED AND FOUND N COMPLIANCE WITH THE ABOVE SFtC I F I CAT I ONS AND OF NL US OR M I NII', ()Nf F(�C1T SHA.L CERT'FY '►{AT AL_ MATERIA,S TC BE DE.IVERED TO THE JOB SITE MEET OR EXCEED SA,: SPECIF CAT;ONS PRIOR TC DELIVERY, ANY MATERIAL NOT CERTIFIED BY THE SUPo_I ER SHAD BE REMOVED FROM THE JOB 5 TE AT NO ADDITIONAL COST APWA AF'NA 0FE00N(>%APTI~F 'C THE OWNER. .. ; N' I ( INITY AU THE CONTRACTOR SHALL KEEP THE CITY g W.B. WELLS d ASSOC. , INC SEWER AOV.SED OF HIS PRCGSTORM RESS SO THAT !4SPECTION CAN BE PERFORMED IN AN I R EFF!C 1 EST MANNER. TWENTY-FOUR ( 24 ) HOUR NOT I CE MUST BE G I VEN FOR TESTS OR NSPECT-ONS. I MAINTAIN A MINIMUM COVE,: OF 3.0 FEET OVER ALL SEWERS. THE CONTRACTOR IS TO KEEP AN ACCURATE RECORD OF AS-BU1_TS 2 CATCH BASINS, PIPE BEDDING, AND TRENCH BACKFILL SHALL BE AS PER CITY OF TIGARD STANDARDS. 13. ANY PLAN CHANGES ARE TO BE SUBMITTED TO THE ENGINEER AND APPROVED BY THE CITY OF TIGARD PRIOR TC ANY WORK, 3. CLEANOUT REQUIRED EVERY 100 FEET AND AS SHOWN ON PLANS. 14. THE CONTRACTOR IS TO COORDINATE ALL UTILITY INSTALLATIONS. THE 4. ALL PIPE MATERIAL SHALL BE CORRUGATED METAL PIPE, GALVANIZED OR CONTRACTOR IS TO SUPPLY ALL NECESSARY TRENCHING FOR SAID UTILITY COATED AS REOUIRED BY THE CITY OF TIGARD. 16 GAGE. 3' X 1 ' . INSTALLATIONS. 15. THERE SHALL BE NO BACKFILLING OF ANY WORK PRIOR TO TESTING AND ACCEPTANCE BY THE CITY PLUMBING INSPECTOR. ANY WORK BACKFILLED 1 ! I WITHOUT BEING iN5PECTED WILL BE UNCOVERED FOR THE INSPECTOR. , rJpi _4 I", i TI TI,F `'f UT A- A'OTi)' OWNER--D h; �� h� L C) I' �� R : E 'GT I NE E R : ��TOI�M .��'1 :R ��.ti h� f1,�c�F��t,�� VLADO 1) . BAR I CEV I C' X31 r� . tiT PATTON ROAD ti�, 1 ,04 (( , v T �� AND A.','.-+'OCIATES INC. �� ,r PORTLAN I) , O R E G O N 9 �7 ti 2 1 � • 'p` .ENGINEERS %#^ ) y SURVEYORS 'hI - V — ` — Q ` °�L'' •'�' ' ''%' ;r/ � R � �I T � D f APWA OPWOON CHAPTER 4230 N . E . FREMONT ST . `�-. � '� ''�' '� P��, 1990 i PORTLAND , OREGON 97213 O UN 12 --PHONE : (503) 284-5896 J ' WELLS & ASSOCA W,g, r ^ •n --_..,.. _ ...-,,. � � . _.,.... ....— �. .,.,. .,. .._ .. ....-.e...as •.y,�••��..... ._. .-r+...wwrRvw•- ....:. _- _.... _ye..., ..-�.r:n _..- ,.-. ...w°T ..r. �yy�µ o«+„^.nv.we• .. .._. iii. Iryl ...+�'G�iSla�hlAoc-i.9Ya.wRi��'��Ih ... . - Jill i I I I�I�1 1t1 I`i I i�I'� i I ! i I 1 ( ( I I I I 1 ) 1 I I 1 [ 1 1 1 1 1 1 1 III 1 1 1�1 t 1 (11 111 III 111 F�1 1�1 1I► W at III "I Ilill I1 � 111 � 1 1 � 11i � 11I1 IIII � Il � � , 11 � II � i1 ,� 11 � 1 � 11111 � i � 1 � + i1 � 1 ) IIIII � III � �� 1 2 3 .. _ 4 5 6 7 8 9 110 NDTE. IF THIS MICROFILMED - -- INV DRAWING IS LESS CLEAR THAN THIS NOTICtit IT IS DUE. TO THF QUALITY OF THE ORIGINAL DRAWING. 0E 62 82 LZ 92 92 02 EZ 22 IZ 02 61 81 LI 91 SI bl EI 21 11 01 6 9 L 9 SI- b E 2 1aw,nh IF!Illullnullu11111,I11111nnI11111,II�IIIIIIIIIIIIItillllillUllllrlunlnni►1)1Iuu111ulIn1I11ulnulllu111111nn111nI1u111n 11111IINJ1";11111111111111111nlluulullln111nnlnulllnl1U11111Lt11uiu1111n1I1ullulllllllllWll1�I111III11IlllllllJlllllIIIIHIII11I1W1111 MARCH 30 19 92 r I a 0 4c vJ r 1 —1 ZI P. Q Y)I .10: I W ° O a - 24" POUGLAS r' IR � 0 3 Y -, f W Wly. = a v e W d. --- 22" DnUGLAS r 1 R C) oc ° v ° L a s 1 , o ac co BULDING 10 N \� �`l� 0 sTRUGTU'RALvii 1 ` f ILL s1nRn DRAiN TOP DANK -- - Toy BANK � 5' - OEASEMENT l \ 12" MAPLE N _ - f - - - -- _ S414 I o" r,NrRRT - a o CA I ST I N6 �' - - - J 00 42 150 �� ►i " G.M.P. -.__ _ 4k ►"_� GULVCRT TALL � _ _ ---- ri_P ,o 44pL F �. 42_ -- _�� - 12' G!✓IeRRI (~'� u°Di 2'MULT I PLC STEM - _ 150 ' C141ag STA. 1+36 L- INSTALL "TDt" rOR DaslM9,0' RT. a• 1 CLASS x) Rtp-RaEP ? 0 t� I 169 , rn v`, r� t5'�0 r'''P 16 8, 159 , - Z GILL - a f _ c:d� O .� 'j-' 17 ' z) 1� n � BUILDING 7 _ z o O SCALE : HORIZONTAL 1 " LEGEND ► i = 20 ' -0 " , a VERTICAL 1 " = 4 , -0 - IrT 1 , o 175 ' O ►- W W GOH5TRUGT STRUGTURAL rILL �. PROPOSED - -- -- v, GRADE oq ASPHALT DRIVE -,oNIFFR 1R-- � ;+ z 1 , CURD io 170 ' - ---- ` - CURD -- -- --- — - - ----_ - _ - - - - -� - FIN I SN GONTOJR `� a I pq CX I S1 CONTOUR ry Lu �-L-,! RrMOvE/PLUG EX I ST i N6 � ------_ GRADE . 1ATGH POINT z D" G.n.P. -- .- ` 1 O 04 165 ' - .. . .- -__. . . ..-. 2 X 1 g T I N6 - . . . . . . . . . . . . . . . . . . . .. . . . ... . .. . .. . . ... .. ... : . .... . . . . . . . . . . . . . . . . . . . . . . .. . . . 4 __ --- _____ _ V 1 ---- - .1 _ L 1 O 0205 _ - _ z_ STA, 0+00 CAISTING z CONSTRUCT FIELD i� GRADC �\ �" DCVCL GULUFT CND, Q GONNEGTION DC,WrEN NEW J 42' G.M.P. t CXISTING EXISTNG I .C. I61 .F5' r 2 I r a 42' G.M.P. ( �nNTRAGTOR ,n vrRirT f MATGN AS NCCCSSART ) Z 155 ' � . . . . . 4.7 STA 1+26.5 Irl 11 p ( INSTALL 6' DIA, MANHOLC \ N It. = 159.06' ex RIM = 16,3.29' +- I .f-, 141' 0,15' O { MAT(,N rINISN GRAD[ STA. 2+1n, � w 150 ' \ ;LA55 150 R I^-RAP � 15' 1!1NIMIIM U)T CRnM PIPC CHO, O\ 6 •' ,n 145 I 0 oC o z 4-STATION + ` WAM+ r� 1� t , SAH of _.. -•„�,. y�f,woo,,,,,,r.,.,.....w....�a,", w.,.,,•«.a.�.......»...........».ww r- :31Y ...:- m..-.�w.,�.� ,..�... - , • W� r.�};_.1='-'��. ."`. �111i111111111111111111111'11111111�111111�111111111111'1111l111i�� 1f►111111II�11111�111,1II;1111111,1111111,II11111,1111111,1�1,11111111111111111111111t111t1I1111�111+11111111111►t►!1,11111 _ NOTE I F TH IS M ICROF I LMED I �--�---_--�---- -� 3 4 _ 5 6 9 —9 11b DRAWING IS LES: CLEAR THAN TRIS NOT ICE;-1T IS DI-E TU THe QUALITY OF Th. ORIGINAL DRAW I NG. _ _, ------- OE 62 92 L;2 9;' S? OZ EZ ZZ 1? 0? 6i 86 LI 91 SI bi El 2 II 01 6 6 L 9 S b E Z 1"•"�''� 11111,1111111111111111111111111111111111111IfI1111UIIIII;111111l111111111lIII�In�1l►1111111lllHllllllillli{IInInIIl11�1!1!Illll�llt�6111111f{IIII11 1''11711'411 fill III II1111mil 1Iai1cnilmlllnlUulluIIIII I1111IIIIIIIIIIIIIII !Iu11u.0 nuluuVlulll�llllul,lUiunl��lul MARCH 30 19 9 ,E