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11403 & 11478 SW 135TH AVENUE I,ALXYND UNLES$ citHERwISE DIRECTEi. \ .Tm amvlv"w 4�� SY THE ENGINEER f 0 ,•, `` 7 B••O/A. AREA OH4/N ?4"O'A CATCH BASIN •r. \,I I�'TOP SOIL FJZ�LACEC Tc L�ti...a9-_ �. CC7NC. CURB r `•' FULL UEI'T'A OF ORIG C04DITCN \ / GRATE(5'EE DETAIL) I r' (`'•1 j'"' r` � •'pT K'IDT►1 OF TRENCH EOJALS I J- r�� - ;'3 / PIPE +18tH FOR PI RE UP TO T�4 ��'. t"L4✓S 9 d C , 24 to DIA I O +74 to FOR -`n 241n PIPE AND LARGER j P1-Afi FEW xx I �' ~ , • X1J • —ITL Y, inl��E L1C1VC11 1 — %DR OF LL �. STEP ULIAL �� • � /A,, j T-OUrLE7 � ( � �� • MIN. � 1� FroAr t7+ waffun Kn cr�MMILO - AS SPECIFIED • s t • PIPE U U • ��• PIPE ZONE •o�lj �..•' t T !':•►:. Q K :.._'a '� CSI, Sn RJC", ROC / c'• F•• • %.~ - 4'M I N 1 t 1 �1�[1 Ot fE. MO VrTTMSO+ IK.S !Wl K 1�KORLTI OOH W71 tl11MQI �D c TD 1�i•�^�•. •'••0• AsTY 4T/.11"Mtl7l , O • I ALL i�'3 z KF ST M&MMI FR&Ar o aWM CF'TA,LS !EI DOG !es-S♦ - ` SUB- GR40E FtO(Jh[OATIO STAPt�;ZATtON Mrs -�- r. J AS f)tRt jpD 7 T ,* Eh� s t� WTW'►f ILS! rMAN W•Cr•rT POKW T FLAFtq /� t CC C K-rf WIrQI MK 1FMLL K QASS A/W10}Sl •• • cr 0 ' S ttes" x•,.n L MOT rttCEED 31W Of TWXNEIY • tet_ (� \` I FKNW OWMCIS [ DAM AS 9 _ W v T �w.oLL, FUM star LA*XR TnM r+'.�L �r IXTALrD a tt�R KAM I PAVEMENT D E S I G N-- 4' - \ 4'nk i/f' PEA 04]A✓EL - CAN,: BASE --- -- — M' z r- `. W w AREA DRAIN & CIRCULAR CATCH BASIN J —TY, _J ( ( ' u J ' i MA AS Ltat•M ON W rw Fill"CT KA06,rr WAR Y' ~ V kms--- U `D CD '– J KA AA Cr Q � Ilk .r • _ sespse, 03"w _839.63 _ –• _ - �L- 'r. I�````1jf.�t,�y� t=l. 1'x.1 ���' 4R Z3 �\/�- i u l V� –sl. ' LSA �l �4,�-4� E r I• ( ' pl �r cn 0 (51 VIA ` � � � uj L' I 'J °Eel I uj O LJLi I I� `� t j •.� � � I � � ' ' � ' L1 L� L�L_1 I l_ I �J I I LJ U I I _ . - - - �--- ---� I 8 rr - rr hrt� i j !�I I O N10 a: < I I ' �7CL I I I I ✓� 1 a �.J _ - �__-- - _ - I I - — ------ w Lli —200 b r ---_.. � t i i �' �~... L,...�_;1 �.— -- �-- ••----- -____L ' __�� .LY � `� f +1�>_�� 'u- ♦ - � ` _ I � I �C� , �j�''✓ C. t- r . N \JQ yL• J /i��� "• L17 IIA ui 0 � tet, E (!� a`, Z� i � � x i c? G [•V R[. L t•.r i< �,(��,�' �:, 04 -'OF-: - _.i::..:s is L.�L.0 �R:--'- ' - ��'4�.�1"�' ' `-� r v � '��+'.�r:.,� �"t �L- < L�mi•1�-IZ=� S . W . BRITTANY D R . y J`�` � CSN' �.�? C.; ��r„t •\, � • �" V[,,. - I _ V l'.i - ' a •1♦>� �� 1• % C,�V-. / r-I✓.7 Q �CPV/G1C IH IE-L.1 ;> /,�• nares p%x V4 I••- a ` 1ST G cuR0 LI e 204 - t+ /i 7 FILE COPY 1► �� ---_ _ I ( `� APPROVED FOR CONSTRUCTION IC: TY OF TICS.'AIRD CT L + cri `fes__ 71 _ — _ _ (/ 0 BY.T- b Sit! -•-- .-DATLO I I LCL `'• - -- _ - — -- - - - .:w �+c` 5? /� ?�• /I` lel v.,Cfl e �i ,ST•L'►eE'/'� C�JTFAd.G(.�, /S z m i FNo � ' , � N eo•se 'ss"E e30.7e -- -- - - - ----- -- - - ---- - .knL , a � I a i t � �nA�.LR �` .• '""t y\\`�\ � - Q 1 � W z j� ter , z1l/, W W �/,�iy'T–tC�F'–G�.�rS�� ��ta � /Q,CGv►! � Alm ..Sr u-!, s=n 3_s ' LL 0 • ;'..... Vill III 1- I I I IIi I IIIIIII��I�IIIII/�IIIIIII111IIIIItIIItIlIl1(l�II`I�II�IItII�IIIItIIltltlll ItIIIIlIl1111111IIIlIIIlI111II�lIiltllllllllllltlllllltlllll�IlIIiIIItIIItIIIIIIIIII�IIIIIIIIIII � , NOTE: I F THIS MICROFILMED ( -- 2 3 4 5 6 7 _ fQ _ 9 - TIO I I 12 DRAWING IS LESS CLEAR. THAN ---_� THIS NOTI(;fi,•-IT IS DUE TO ]HF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 02 SZ �2 E2 22 12 OZ 61 BI LI 91 SI t,I EI 21 11 01 6 9 L 9 S b E Z I�'•�•• �FIIIIIIIIIIIIIUnIunllnflufflnululf�IIIlII111I1111IIlUluffluulnullll►Iaullltfllllll1111I1111IIHII1111I1:►!If1111111111111IIHIIIII (If11 I•,IIIIIIIItIIIfII1�II1tIIIlIIIIIIIIiIIIIIIIIIIIlII111IlUllllulUIIIIIIIIItulnululllllllllllllHII11111I1111�1111111l1I1111IIIIIIIIIIIIWIIIN MARCH 30 19 92 T0 -- ,� ✓ P C -- I 2 /-�1,� � r.:.�`•:v it S G `'..�Cr ;^1 �i C � �� �^ �S I j't'c:�:V t-e f t� ��-�� r avc rQ IWA 5;4 lrJ�r0 A/ LL 2/T � i c .�. I p To Ti CPAP e lu a n — � %, i g 0I < c f I SuMME�c L < z fG 5 1 R t 5T ?�`� I Li C7 r C) IIt �JLj r� �,y _..-.. .. 25-`u -C' ,. �' n., •11 ,. - 1•..la. �., c• .- / i I� N P&1t. w n i O Zk� es c�T — �� - < — — -- -� _ - }� _q_"�al( l�rTa.Clleb� BLD 'r �', !. I��oTE . THIS 1'S M�1V MA>~t. TNS " �, 1 L!! ^ \ '1 z J R 0 o's I 1 Dou�aN►STs�EA.M' L114 ©a I D � I �_ � ' STORAGE _ !! ` -- I r ` F-T EXI%'C ;� '�NC`� A1R.E pR.nrOS+i2� W O > `l I 1 N bTlb-v_%-e.°D 1:1 iD ER 1TRri.�T' F- f"' G I i 1 r TQ �N N4 r"E.II�MIT 241 -B7 . . c — O Cr a 1 � ► °� � r I Cr C. VICINITY IAP I I 140 it T--, —� . � ,�---�- -- �.. ..__,-.-` —__ _ � �4J 'f- - - ----- - r'-�a�.E e;;x ✓� �' � �, J � I 1 I ( II}!.►,'„•,�";J ,,�-_ c�C7�-i I I' '�:. � i � i it ''� i { ^� � � l ` I. j I 1 i ••71 VNCE POLE '• �' ' 4 fl• zu� �J �.i a 1• A ' 1--___ _-_ _; �� ' . _ . - _ .T� . . 1 — -- —i_ L _J Y'�.�4a --+-'a1J '�'L. _—I I.. .— .. —.--� I •.- ' I I 1�-�/ I I. 'I 1 t•� L 11 I MO 0 'DR• \�•S I � i 1 W JI)LOT i06I --- ,, �,��y' I �; .\ ,� �/. ♦� - -- - y. r- ---- - ---- -- ----- - -. - -- F-,4-\,5T 29.: b_ -� vA O _ I I ! _ I I _ 71 I I 1 �•� � • s I it Q 19 ZcA I I ' }y CO,Y iROI. P&)E. t. CDNNAT AN: SIT^INGS\ . -- --- 1..1 •a. � i � �-' I 1 y ooE� ^� � �—y _, °u: w - r ,.�:E SSS ' (,.✓ l —} o .z 1 -- � . ! 1 � rte_-�.o-�-=�---_- � S;��—_• ,,�,_.�C.-,;.__ R� ,, � ' „, �_.a C�L A G:% �c • LAUNDRY ! ! I e �. -; :. •I� - I = I BLD 'E ' a*PL,EC 'TH y I I, I1C7I0h I + I• 3•G W -� ' 8-2 BE�R00�° ° � I � (ov ►.aL i Ell ilow, . •I L,J ' I �„ I 1 1 1 '.►Lv E I � ! • --� . 1 I �T�o V) CKCK VALVE L.SWNC- T+K _ LE VEA AK) SPRWG OPERATE) 9< - OU11D I •I I W �j i INFLUENT PIPE 5'CIG.tiur• DE w'E .r'c F,T-T,noS i C r• Q W — "' ( - may; 1 i 4L:a�1, LEvE�I'>I OL f 1 1 I 1 I I A •I U _ I 1,� ,iGALV►,aZ':D OR 5T)ynLE55 STEEL PIPE T n q .y I I 4 I L-O I 108 Ci � ! ! �=-----i - ^T �'4 a' LEA:'- • ,, 1 , i U-,!DE RA 1L s '� 1 ' L 0 T 1 i j i — ate, ♦ �, i W c' 1 I I I SPECIAL RIOT STEEL Cr►lV �«...I _!r� �' 1 •I Llf Tlh� CM01r. ' ••i I � I� I i 1 �--- �--;1• '' �Y-+-- BRLw anAT F,T TtNG ' MaEx.45[Zotl P°rnec iyFkicr,¢�L3-\hp 4 ►So�P*^ O �.:..0 rw.1 f J��Icc) I j t i it I � < _—_ f • `. �`_..•-� _ moi- --� — L •� Zai+i`� �'` _ � ( �`_ - f'1 r.' - •. U. , 8 - 2 BE ROOK' - 1 I N LST Q -F � y'�, `+'� � T 1 h 1•,,,r' 1C-G^C .a'_\.. . � O BLD ' C ' --- -- I N r` k o u C J t9_ f'•. Pr w -' FD. �4' I .P ,�, EAST 197 C� 997 GO 0 D N SITE PLAN �� w ul T . �JPIJ . PERMIT NC. op 40 y 1 it«.'- - I _ r ,,..� ........,,.y:••�`�.crri:.�?-V.3.'Mtil_..�;:' _"y?a'�M1� '.:e'"�"""'. _ _ - - 1 � 1 � � �j 'I11�I111111{111{11111{Illll�l{1,11'11111111111'I1I1111illlllllll�llll�llllllllr{111111 11111) III1111111111111 111111111111111�11111111{I11111 1111{111111111{ TIIIrI11i11111{ 1I11�1�1��11111 __.. . y' NOTE: IF 1111S MICROFILMED ►` •��---I 2 3 4 5 6 7 8 9 IID III 12 - DRAWING IS LESS CLEAR THAN i THIS NOTICE,--IT 1S DUE TO Pf QUALITY OF -rHE ORIGINAL DRAWING. - AE 62 92 LZ 9? SZ tiZ EZ tZ IZ 02 61 BI 11 91 SI bl EI ZI 11 01 6 •' 6 c 9 fS- r b E Z 1�'•��" ' °111111111111fill IIII IIIIIIIIIIII1111I11111J1111I1u1111111i111111111111111111111111111111111411111oil 1NIIIInll111111111111111111II111fill 11II111461'111111;1111111111111111111 ifIdIIIIIIIIIIIIIIIIIIIIIU11111dolIIII 11I1IIIlIIu1n11111ullwUllllnullulllllllulll�111111nlnlllllulllll MARCH 30 19 9 ,� !1 FILE NO. Z.foq-g, STR. UPN. PERMIT 135th Avenue - 11403 & 11478 EXPENDITURE REIMBURSEMENT REQUEST :i, 1 This form it a multi-use form. Where appropriate receipts must be attached. Documentati,)n is important for all purposes. Staple documentation to form. VENDOR N0,- DATE: PAYABLE TO: ��� WGc�� C Regv.,.sted by: a=wawa=as=!!!w!s a,sc��`!k ceaaawl'I-70-7D aaaaaalwcssrs=:=aw=l=s!=c=aaavr�acac=cao! MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) : Date Description Account No. Amount mn �Zb 40 88 aawaalawwwawawlwwYwwawaalwla=aceav=vena:=!saawwwwwwwswwwaaaasaalscanva-ac�rcanr CENF,R.kL MEAL EXPENSE: -Date I Description Amount 1 Account Number to be charged: Total _� a am l=aw r waaawwwwwwwwalww!!=====am wan=t alwalswwwwwa!!wwlsawaaa//an==n ac v C m!a mum= i'I LEACE: Date Description: (Include end start readings and total miles-) Amount Account Number. : Total _ miles x$.21 warwwwlr w..waw"saw.sa wlrwrrwrrvawlwr",a_w"aw"rl"svww a saw wsawwaaa ar"""swavana"awww" APPROPRIATION BALANCE: _ AS OF: Signature_ APPROVALS (if $25.00 or under may be reimbursed through petty cash) : (up to $500.00)Section Manager Purch. Agent (:500.01-35,000.00)Dept. Head/Purch. Agene I RD '4A pQ �HALL BLVD. NO. ZvOQO X97 CEIPT TIG M).UR 81223 / Date Name �'• . AMOUNT Lot 81ock/ Map Subd f �► n/Address Permit Mia /310 Bldp. 1'b /-35`.�,.�r Flumb i S Sewer Gash Check Other s_ Acct. No. Other 14.432 ?6 Rec. fly e $ x`310 p Bulldln I ermlf F Nscrlp Ion 10-431 Plumbin --� Amount Fee $ 601 MechanicalPermit Fees 10-230.501 State -P mit Fees c'ZJ 10•q� Tax —i_ $ �' - 30-443 Plans Check Fee — 444 Sewer s— Gonnectlon .5 .41 Sewer In lion 52�4g8810 Park D`,ha a s_ `'2-444 rka 1 S at. Dev. Char i 1-450 Pants 11 S at. Dev. ha X430 Storm Dralnape Sync Busing, Dev Char � e ; Tax a 2 it arrtl ss Permit )-455• Fines.`--- �--- "'---- �230- CPT Trarrl�c!M1 Pd/s V s- {� A- Trarflc/Mlsd/Vic. 122.401 Oent pale a�As� - I Sewer Service/USA 1 �_ i?2x02 SewerServl--IC �—�� Fees : ce y 4s torm Drainage -- 1 ncro f r n. mt. ncro t nt mt Idq. TOTAL DEPT. C) TOTAL 1045P/0023P 88J BJ /20- 4 Aol- CITYOF TIFARD OREGON August 19, 1988 Mr. Keith B. Jackson, Project Manager Walter West Corp. 29765 Town Center Loop West PO Box 426 Wilsonville, OR 97070 RE: Street Opening Permit V 269-87 Dear Mr. Jackson: In response to your latest request for assurance release, please find a check for $2,880.00 enclosed. This represents 60 percent of the original deposit. \ x,,�Jp will release the balance when the following deficiencies are corrected:'j 1. The drainage ditch along 135th Avenue needs to be cleared of debris. Free flow of stormwater runoff within the ditch must he restored. c 2. Construction debris (asph. Concrete?) needs to be removed from the channel behind the baffle in the most northernly sanitary sewer manhole. 1 / The sanitary sewer manhole located immediately upstream from the aforesaid l , J'manhole, is buried. It needs to be uncovered, or if below finished grade, YAn raised. F� Sincerely, John S. Hagman Engineering Technician III ke/6592D Enclosure cc: File 13125 SW Hall Blvd , P.O.Box 23397,Tlgard,Oregon 97223 (503)639-4171 -- --- - --- 1 Clb OF MAW EXPENDITURE RF.IMBURSFMENT REQUEST I This form is a multi-use form. Where appropriate receipts must be attached. Documentation is important for all purposes. Staple documentation to form. VENDOR NO: - DATE:-- PAYABLE TO: wcs C-a� Requested by: Z`1 5 �w..� Cr•. e ckW�s� 'P.u SCh-, n- o-7n e ssmwaav=vmsaawmieamass=awaa===ammamrm=saws==vmwammm-ma=mrmmmms=wmwmamca ---mama MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) : Date Description Account No. Amount ,esaww=awm==mrwswm=wmmawwwwmmalma-��rmm=rmmarwaamsmamsswmssmmmwssrm=am==man-==mum GENERAL MEAL EXPENSE: .Date Descri tion Amount Account Number to be charged: Total _ ammm"mum==waamwaaaawmasaw a-===am=m=vwmmmsrmmwmmmammwmm mmmwm mmmm==ma==vvaa a a am as MILEAGE: Date Description: (Include end/start readings and total miles) Amount Account Number: Total miles x$.21 v==v--w-vm=a-a=-mwv==n---a-awmm-ra---a-vm=-mw==rra-avar=m-=-rmmwm---avavv--c=-a APPROPRIATION BALANCE: _ AS OF: Signature---- APPROVALS ignature —APPROVALS (if $25.00 or under may be reimbursed through petty cash) : (up to i500.00)Section Manager —_- Purr_h. Agent _ (=500.01-$5,000.00)Dept. !lead/Purch. Agent 7T , /C 4 IY ef-- A / i J � 14 WAITER WEST CORPORA' A-rchiprrs and Mi dders August 3 , 1988 � P Mr. John Hagman City of Tigard - City Hall G -��v�s� 1n�e- P.O, Box 23397 Tigard, Oregon 97223 Dear_ John: f Re: Westbrooke/Wesmar (now known as Sunflower) Apartments at. 135th and Sc.holls Ferry. Please consider this as our request for final inspection of work clone by us in the city right away for the forementioned project for purposes of releasing our. bond. Sincerely, Keith B. Jackson , Project Manager WAI,'rER WEST CORPORATION tic.0, X7 , 4/tv ✓/ /2t lam ,'��-�� Z 4 Z c t `�''10' `1 o 41cl?- 1" CEJ ROUTING — REQUEST Plloa}se LJ READ To J✓ = �..C ❑ HANDS APPROVE 7r1 FORWARD ,y t LJ RETURN KEEP OR DISCARD ❑ REVIEW WITH ME 7 Dale f�1 From WALTER WEST CORPORATION Ihrrluprrs and lluddrrs 2976'1 Town Center Loop West P.O. Hos 426,Wilsonville,O:ei;on 97070 (50;;)682;400;1 April 25, 1988 Mr. . John Hagman City of Tigard P.O. Box 23397 Dear John, All work on the Westbrooke Apartment has been completed, excll�di_ng one driveway approach. We our hereby requesting our retainage be released, omitting $500 which we feel is a sufficient ainount t3 cover that item. Thank you, r Keith B. Jackson, Project Manager Walter West Corporation �� Gf�� � �C.t d �1-O d►5�,�.�LS WALTER WEST CORPORATION Druelopery am! Bwldrr,. :;61765 Town Center Loup West P.O. aox,&,Wilsonville,Oregon 47070 April 25, 1988 1503)682.3003 Mr. John S. Hagman City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear Mr. Hagman, I have contacted Mr. Vince Stanley of Robert E. Meyer, Inc. , Keith Liden of the City of 'Tigard Planning Department and have been working with Mike Mi.11es of your department. We are all in agreement that we will grade the last 8 to 12 feet of our property next to the right of way on S.W. 135th street only at this time. We will proceed wi'-h the finished landscaping this fall when the L.I.D. on S.W. 135th is complete. Sincerely, Keith B. Jackson, Project Manager WALTER WEST CORPORATION c.c. Keith Li.den Vince Stanley (7oliaat r d1`e; 7 RL To— _ Da►e NZ _ 1 -"—/Time-- IL Time_IL u w R ou M . of Phone TEL PHONED PLEASE CALL RE URNED YOUR CALL WILL CALL AGAIN i WANiS TO SEE YOU RUSH Message_•�P — L Dd- 57 By '_ 40 Ke, "�`�ti`` i y CITYOF TERM OREGON March 8, 1988 Walter West Constructioa Company 29765 Town Center Loop West Wilsonville, OR 97070 RE: Driveway and Landscaping Completion Coordination Dear Mr West: This is sent to recommend that you have your civil engineer or project manager contact Mr. Dave Sandstrum, of Robert E. Meyer, Inc. , at *503) 643-7531, prior to proceeding to finish work on your project access drives and frontage landscaping along SW 135th Avenue. Mr. Sandtrum is currently doing the design wort: for the City for the SW 135th Avenue Local Imprk•,:--,ment District Street Project. I am suggesting this action because I feel it would behoove both yourself and the City to endeavor to coordinate timing and work effort along said street frontage so that neither your project nor the City'► project is of undue hardship, cost, or disruption to the other. Please let me know, as soon as possible, if you have taken steps to cause your engineer or project manager to contact ours. Should you prefer, I will endeavor to have our engineer contact whomever you desire, but to do so, I need your direction as to just whom the contact person should be. Very Truly, John S. Hagn Engineer Tech. cc: file ke/3591D 13125 SW Hall Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- APPLICATION - STREET IMPP EMENT/EXCAVATION COPY TO: ORDIN,.NCE NO 7414 IM (YELL(WHITWFILE (INSTRUCTIONS ON SEPARATE SHEET) ® (PINK)-OTHER AGENCY Pj (BLUE)-APPLICANT APPROVED K I APPLICATION NO.: 'ins NOT APPROVED CITY OF TIGARD, OREGON FEC AMT,: s 144..00 PENDING FEE PMT. ❑ CITY KALI. RECEIPT NO.: 2e'egYD PENDING SECURITY PUBLICWOR KSDEPARTMENT BY >Lk._ DATE � 11q /X7 PENDING AGENCY "OK" Application and Progress Record MAINTENANCE BOND ft_ PENDING, INFORMATION FOR STREET IMPROVEMENT/EXCAVATION A� REWUIRFU X ANNUAL PENDING VARIANCE l� EXPIRATION DATE; One a--r _ PERMIT NO _ 269-87 _ DATE ISSUED: _11 �91 -J l BY (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL. _ 'I%P Z CULVERTS, TWO DRIVL MPG�YYI�;, Iinp SEyER SEI3VIS.ES_ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Lis11tOL._West_Construction x29765. Town Center �P , _Wilsonville OR_682_-IW3 NAM[ ADDRESS CITY PHONE CONTRACTOR _ _ PLANS BY ----Bob Woods Riverside Engineering 302 Tigard Plaza Tigard, OR 97223 PHONE NAM[ ADJR[SS CITV '— ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): s 1 (;nn-O(1 DOLLARS (2) EXCAVATION DATA: FOR OFFICE User 0.04 X s_3 60000 _ s._ 144.00 ITREET DESCRIPTION PRC,6RESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _- TYPE LENGTH WIDTH DEPTH ITEM d QUANTITY STREI.T — fE EN D S.W. 135 , Ave. (note a .tach plan) PEC- PEON UESTIMATED STREET OPENING DATE: –/ / EESTIMATED SYREET CLOSING DATE: 1 / T !I31 SECURITYNO. __ SECURITY AMT TREET -- 3,600.OQ._.._ CLOSED SURETY CO. FINAL -- r �rririrnrI.4f LK ,I CASH Ll soN_D INSPEC. (4) PLOT FLAN: INDICATE SITE PERTINENT PHYSICAL !—� SPECIAL PROVISIONS/CONDITIONS: FEATURES. EXCAVATION LOCATION AND EXTENT. 11 Ill tnt]tic 4Fia 11 hp cTYici C=1L Lit-i.l amptod in writiM by the City. 1 I I 1 2) 7 fic amt-rol shall be gm-kW 1 11403-1.1478 S.W. . 5th � ' ke eloper & his a3itracbm to Ci� star ria ds/ i JD LI;�j yrs .W. 135th AWme >V-se Owl't-S-a* satisfwtim- ___. t, 7rls�-tcr shall be notif_isd 241ts. tdryr to k Lk rjmrm=EUL NWaP Mi 11 t w I ' - -- (639-4171) . 4 All ucd,, shall ar of m to thF 'til NOTE TK! CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS To CONVOCT WORK WHERE RI,:HT OF WAY JURIiDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND FMPLOYIrES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APP; IC ANTS SIGNATURE �7� DATE L / ��� 7 n { t�� 1��`�e.. \'�4-�lr_cam, `�r^•�S �� t �v� 1\ - �W -- �s-1 . No. 26940 13725$ RD W HALL BLVD. P'0 'OX 23397 CEIPT TIGARD, OR 97223 Name AMOUNT Address lot Block!Map Sub d Oslo A/n ddre s ' Permit IM's --- Bldg, Sewer Plumb Cash Check $ _ her Accl. No. '----___-- Other ,____ ��y. Rec. By e $ 10.432 -Descrl -` 10- 634 , 634 1 0— 6u.-ilding_pe�mit Fees pion_ - _ -- 10.431-601 PlUmbin Permlt Fe _ Amount Fee $ Mechanics-fit P Fee. --- 10.230.501 -e_mit Fees ----- 10.433 State Id tax -- --- - $� Plans - 30.443 Check Fee __-•--- X444---- Sewe_Connect oI,'. ---- $ Se�Ins ---__ _--- 51.448 `- pectlon 52.449.610 Street y-. eV C 5 9.62arks I 0 Parks II S St�e Charge - - -- 31.4,50 Yst. Dev. Char 10.430 Stora m D=aIna ge Sys-�� — - $ -- 10.434 business Tax .Dev. Charge 0.227 Alarm Per •- ---_ Bail',_`--- - 0 455- Fin�- -- 1- 7.230- - -�s_tratticiMisd/�-"---- V $ 1458 CPtA traffic—j -arking__-___ — - Ind-�------ Misd/Vfc Asst. 122.401 gent Defense�---___ Sewer Se�vice%USA 122.402 Sewer 12`3 Service/City300, Fees $�J_ Sewe r_S�ce! q Unmatched $ S t orm'--- g Drai`age — Banc`ro(t Prin`p Bancroft Pym'--yI. mt��_= ld y DEPT, ao Toy At $ 2', 1045P/0023P WALTER WEST CONSTRUCTION CO. 1lrrrhip r. uiol Rijilelr1'n 24765 Ti)wn Cenler Loop West P.O. Box 426,Wilsonville,Orvgon 9701;0 (50:t)FiS2.:0 0:1 ESTIMATE FOR WORK DONE IN CITY OF TIGARD RIGHT AWAY Hook up sewer_ to existing manhole Tap manhole � $150.00 Trench, lay 8" sewer pipe and backfill= 40ft. @ ���7 .280.00 Patch ac . 75 .00 Total $505.00 Hook up sewer to proposed sewer tap at North Prop. Trench, Lay 8" sewer pipe and backfill 25ft. @ Lay 60 ft . of 18" culvant tile in existing ditch @ ,$3; ft. Lay 40 ft . of 24" culvant the in existing ditch @ ft. � yr Pave to drive approaches @ $15-0:98 Totai 1-,-3-&0 �h�Tti-R,u.1E3T- 5.S OP. I.J-)—r INC S 6-4 �J •t^rte t •KK♦&,41 11,1 W/'V♦4,1, i� -_ t r---- • . 'lAt is ►C-4� rol .4/ti 4x • A. 0-44� Ila-. d,4"16. �. ..-tom <�/�l/,�'- S%lC !�?�lr•�lle� CI'1Y OF TIGARD NOTICE OF DECISION SDR 87-19 DONIVAN, HALVORSON, JONES, AND JACKMAN APPLTC_ ATION: A request by Walter West. Corporation (Donivan, Halvorson, Jones, and Jackman, owners) for approval of a site development review for construction of a 166 unit- apartment. complex ("Westbr•ooke Apartments" and "Westmar Apartments") on 6.9 acres zoned R--25 (Multi-family Residential, 25 units/acre) . Location: West side of SIA 135t-h, north of Cotswald Subdivision (WCTM 1S1 33CD .lot 100; 1S1 33C lots 10t and 106) . DECISION: Notice is hereby given that the Planning Director for- the City of Tiear•d has APPROVED the above application subject to certain conditions The findings and conclusions on which the Director based his decision are as rioted below. A. FINDING OF FACT 1 . Background No previous applications have hoen reviewed by the Planning Division staff with respect to thr, subject properties . 2. Vicinity Information Properties to the no-th and west are either vacant or contain single family residen :es a,id are zoned R-25 (Multi-family Residential, 25 units/acre) . The Cotswald Subdivisions are located immediately to the south of tax lot 100 and are also zoned R-25 but were developed with single family residences of varying lot sizes. Properties directly east of SW 1.35th are zoned R- 12 (PD) (Multi--family Residential, 12. units/acre, Planned Development) . Recently approved Cotswald Meadows No. 4 subdivision will abut the rite on its western boundary. 3 . Site Information and Proposal Description The subject properties ace heavily vegetated. lax lot 100 contains a residence and four accessory buildings. Large numbers of evergreen trPes cover the western portions of the lots. The applicant proposes to construct a 166 unit apartment: complex to be known as "Wpsthrooke Apartments" (116 units, southernmost tax lot 100) and "Westmar Apartments" (50 units, northernmost tax lots 101 and 106) . A total of 24 separate buildings are planned along with an office, storage units, two laundry units, a pool, basketball court and an exercise room. Two two-way access drives will allow traffic to enter/exit: the site at the northernmost tax lot 106 and southernmost tax lot: 100 onto/off of SW 135th Avenue. The parking areas dill consist of 116 carports, 12 garages, and 46 uncovered spaces at. Westbrooke and the Westmar portion will have 50 carports and 25 open spaces , Total parking will consist (if 166 carports, 87 open spaces and 12 garages. NOTICE OF DECISION - SDR 87-19 - DONIVAN/HALVORSON/JONES/AND JACKMAN - PAGE 1 4. Agency and NPO Comments The Tigard Water District, the City Building Division, and Portland General Electric have reviewed the proposal and have no objections to it. The Beaverton School District has reviewed the proposal and has the following comments: The School District anticipates 32 school age students from this proposal for 166 multiple-family dwellings. The number of students can be accommodated with a few qualifications. A planned bond issue for a new elementary school_ and resulting elementary school district restructuring may al.leviatc the projected net capacity the McKay school is expected tti reach this year. 9eaverton High School is currently over Capacity yet school population is expected to decline next year. The Tualatin Rural Fire District has reviewed the proposal and has the following comments: The Fire District had concern.3 regarding: a) access drive width; b) the distance between buildings and a fire apparatus roadway; c) the turning radii of fire apparatus drives; and d) the distance between fire hydrants arid buildings. In a meeting ► ith the architect, the site plans were revised arid the Fire District resolved the first three concerns. Fire hydrants will have to be installed so that: no portion of the first story of a building is more than 250 feet &,.say. The Engineering Division has reviewed the proposal and has t:he following comments: a. SW 135th Avenue is under City jurisdiction and is classified as a minor collector roadway. Existing right-of-way width from the applicant' s eastern boundary line to the roadway centerline is 20 feet; existing improvements along SW 135th are substandard. ' b. Formation of a local improvement district: that provides for constru,-tion of SW 135Lh Avenue to the above-mentioned classification of minor collector was recently completed. c. Cotswald Meadows No. 4, a private subdivision, is located w-?st of and adjacent i.-, the .,pplicant' s western boundary line near its midpoint (City or Ti;ard Final Order NS 87-03 and SL 87-01) . d. SW Brittany Drive intprsects SW 135th Avenue near the midpoint of applicant' s east@ n boundary line. P. A gravity flow sanitary sewerage line installation application, known as the Gary Nelson sari iLary sewer extension, has been approved by the City and assured by Mr. Nelson; said Nelson extension provides for extension of an eight ir,ch sewer, main southwards along SW 135th Avenue to the proposed Westmar Apartment site north boundary line. NOTICE OF DECISION - SDR 87-19 - DONIVAN/HALVORSON/JO►YES/AND JACKMAN - PAGE 2 f. Applicant's narrative does riot address ownership, operation arid maintenance, and abandonment of the pump station and force main facility. g. Applicant proposes to outfall all roof and parking lot stormwal.er runoff into the ditch alonq SW 135th Avenue. No other comments were received. B. ANALYSIS AND CONCLUSION Section 18. 120. 1ov(a) contains the criteria the Director can use when approving, approving with conditions, or denying-a site devr_lopment review. The proposal meets the requirements for Density Computation in Chapter, 18.92 (172 units allowed, 166 units proposed), general parking (see note? below), (a total of 249 spaces required, 257 provided; 166 covered spaces required, 170 provided) access and egress, vision clearance area requirements for the access drives and landscaping (34 percent overall where 20 percent is required). Additional discussion, is warranted below. a. Parking The proposed site plan does not provide for handicapped parking. The Code requires a minimum of one handicapped space for every 50 parking spaces; t-hcrefore, 5 handicapped spaces should be provided. Staff would like to note that although the Code does not require it, it seems desirous to distribute the carports uniformly throughout the development. It may be that the developer foresees only occupants of certain types of dwelling units to be able to use carports. If no such policy exists, staff recommends a more uniform distribution of carports. b. Access and Egress The preliminary plat fur the Cotswald Meadows No. 4 subdivision shows that a new proposed SW Clanfield Street will dead end at the western end of the "Westbrooke Development" . The City requires all streets to be completed in a cul-de-sac or routed to another street. The applicant will either need to install a cul-de-sac on his property and revise the site plan or reach an agreement with the adjacent- property owner to resolve the end of SW Clanfield Street. The 24` foot rear yard setback roquirement discussed below will have to be met regardless of how this issue is resolved. C. Landscaping Section 18. 100. 110 of the Code requires the screening 'if swimming Pools . All swimming pools must be enclosed with a minimum of a 4-foot fNnce surrounding the pool wFsen the pool is greater than 24 inchos deep. Fences shall also have a self-latching gate. NOTICE OF DECISION - SDR 87-19 - DONIVAN/HALVOR30N!JONES/AND JACKMAN - PAGE 3 The applicant's landscaping plan dues not indicate which trees, if any, will be retained on the site. The applicant should submit a rev i.sed landscaping plan for Planning Director' s approval which ind4rates which trees with a caliper of 6 inches or greater at four feet in height will be retained or submit written justification for their removal . d. Signage Although two advertising signs are iidicated on the site plan, no sign pians have been submitted. The Code allows permanent residential name plates riot to exceed one square foot of area per dwelling unit- (a total of 166 square feet) . The applicant must apply for sign permits prior to erection of the signs through the City Planning Department. e. Setbacks In an R-25 zone, the minimum rear yard setback shall be 70 feet. Along the western (rear) boundary of the Westbrooke complex the site plan shows a setL„ack of only 16 feet. The site plan should be revised to show a corrected rear yard setback of at least 20 feet. C. DECISION The Planning Director of the City of Tigard approves SDR 87--19 subject to the following conditions: 1 . UNLESS OTHERWISE" NOTED, ALL CONDITIONS SHALL_ BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2 . Additional right-of-way shall be dedicated to the public along SW 135th Avenue frontage to increase it to 30 feet from centerline. The description for said dedication shall be tied to the existing right-of-way centerline as established by Washington CoLrity. 3. Construction of proposed public improvements shall riot r.ommence until after the Engineering Section has issued approved public improvement plans. The Section will require posting of a 100 percent Performance Bo rid, the payment of a permit fee, and ,ign installation/streetlight fee. Also, the execution of a construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. A HANDOUT IS AVAILABLE _ FROM THE ENGINEERING SECTION AT CITY HALL GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 4. The applicant- shall provide for roof- rain drainage to the public stormwater system. Where lots drain away from public roads, facilities shall be provided to eliminate runoff problems . The applicant shall provide for connection of proposed buildings to the public sanitary sewerage system. A connection permit is required in conjunction with Building Permit issuance. 6. Storm and sanitary sewer details shall be provided as part of the Public Improvomornt plans . Calrulations and topographic. drainage NOTICE OF DECISION - SDR 87-19 - DONIVAN/LIALVORSON/JONES/AMU JACKMAN - PAGE 4 service area map shall be provided as a supplement to the Public Improvement plans, to demonstrate evidence of area — basin full levelopment serviceability. The location and capacity of existing and or•oposed (or future) lines shall be addressed. Ownership, operation and maintenance, and also abandonment of the proposed temporary pump station arid force main sanitary ssawerage facilit:ss shall be addressed in an agreement to be executed and assured by the applicant with the City, prior to issuance of any building and public improvement permits. 7. A detailed grading plan shall be submitted for Engineering and Building Section review and approval . 8. A demolition permit will be required in order to raze any structures on the site. This permit may be obtained from the Building Inspection Division. 9. Sign plans shall be submitted to the Planning Division prior to erection of any residential name plate signs. 'The applicant shall obtain the necessary sign permits from the Planning Division prior to erection of those signs. 10. The applicant shall submit a revised site pian for Planning Director approval which shows- a) a minimum of 5 handicapped parking space3; b) required fencing around the swimming pool; c) a minimum of a 20 foot rear yard setback along the western (rear) proper-ty line; (1) either provision of a cul--de—sac and an over-all revised site plan or a written agreement- with the adjacent property owner indicating how the cul—de--sac for SW Clanfield Street will be provided; and e) which trees will be retained on the site or written justification for- their, removal , 11 . A tree cutting permit shall be obtained from the City prior to removal of any trees with a caliper- of six inches or more in diameter at: a point which is four feet from grade. 12. All landscaping material as shown on the revised approved landscaping plan shall. be installed prior to issuance of occupancy permits . 0 . This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Nall and mailed to: XX the applicant & owners XXowners of record within the requir•r.d distance XX The affected Neighborhood Planninc, Organization XX Affected governmental agencies 2 . Final Decision: THE DECISION SHALL. BE. FINAL ON October 12, 19871 UNLESS AN APPEAL. IS FILED. NOTICE OF DECISION — SDR 87-19 — DONIVAN/HALVORSON/JONVES/AND JACKMAN — PAGE 5 3 , Appeal : Any party to the decision may appeal this decision in accordance with Section 18 .32.290(A) ar,a Section 18.32.370 of the Community Development Code which provides that a written a po'4 1 must be filed witli the CITY RECORDER within 0 days after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. October 12, 1987 . 4. Questions: If you have any questions, please call the City of Tigard Planning; Department, Tigard City Hall, 13125 SW Hall Blvd. , PO Box 23397, Tigard, Oregon 97223, 639-4171 . P SPARED BY: Daborah A. Stuart D TE Wig iam A JMona an, r rector of Community Development- ATE APPROV D (cs/1054D) -- I 1IUMMMAK[ MKK 1 "pig V � a � M •M�11RN. � O =Tl NOTICE OF DECISION - SDR 87-19 - DONIVAN/HALVORSON/Jo NES/AND JACKMAN - PAGE 6 PROPOSED EDGE 2"CLASS C"A.C. OF SMOULDER 4" 2%0 PROPOSED EDGE a s W SLOPE ARIES OF PAVEMENT W� � % W O r2 0 4n H0 a 0 I J = `a s 0 I z 0 W 0 0 0 a 0 W W) n = TYPICAL SECTION C V W t A.0 . DRIVE I � k = WAY G 0 I v I2 3/4' O PROPOSED EDGE \ ( I 4 2��-0 OF SHOULDER PROPOSED EDGF �77OFPAVEMENT ft SLOPF. VA \ W I o IN 0 W J -_1� 0 J TYPICAL SECTION I z GRAVE. DRIVEWAY TYPICAL PLAN PROPOSED EDGE OFSHOULDER A.C. OR GRAVEL DRIVEWAY _ PR°POSFI E`'`'' OF PAVEME N1 SLOPE VARIES 4' *UNLESS OTHERWISE NOTED —� GR=10°Io TYPICAL SECTION ALTERNATE ,WASHINGTON COUNI-Y DRIVEWAY DEPARTMENT OF LAND USE DETAILS FOR AND TRANSPORTATION NON - CURBED AREAS DATE CIVIL ENGINEER WN APWA NO. WAST COUNTY NO. i64NONE DW-205 IF AC DRIVEWAY IS TO BE CONSTRUCTED, USE 2" OF CLASS "B' MIX ON APPROVED BASE WI zl ELEV. SAME AS E CROWN ELEV. I SHOULDER CROWN >i /OF ROAD MIN. SLOPE �y', I' I / ROAD SURFACE ae BOTTOM OF DITCH ELEV. f COULD BE ADJUSTED BY INSPECTOR PROFILE i CONCRETE HEADWALL REQUIRED WITH CORRUGATED METAL OR PLASTIC PIPE. /---PIPE SHALL EXTEND A MNI. I' PAST TOE OF FILL. 6" I + 3 SURFACE F DRIVEWAY I ti��P �4'Cy 4k .R 7A"-0 RUCK � IY�IY=glsui= -ui_n �In=Y,� �II�IY= !. 6 CONCRETE PIPE i OTHER THAN CONCRETE Ilt _ PIPE, AS APPROVED. I sY-- PlCTQft PIPE .0 BE LAYFD AT EXISTING GRADE OF DITCH - NO SUIMPS CROSS -- SECTION WASHINGTON COUNTY DRIVEWAY FOR STREETS DEPARTMENT OF LAND USE AND TRANSPORTATION WITHOUT CURBS DATC CIVIL ENGINEER DMYVN APWA NO WA4N COUNTY NO �1�alat_ __ - •-��__ Rey t NONE DW -- 202