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108TH AVE., DURHAM RD. STREET New coNS'r. !SAN - - - - --- - - - - - - - - -- - - - - - - - - �- - - - N y / �P• PE!Q P05" - - - - - 'Y'- - --- . .. .. . r- ...•+ - r4 !`+mak: +''�`` m _ P ROo �n PSI IV LC'T Z(�� \��\�\ �,•' - p - - - - �� yy� '•',1 t :� ►. S S/1N. / lo CONTRACTOR NOTE-a , �do* p PR/©1�' TO Tf E TA RT OF .4N> {n/ORK /A! THE PUBU� 4; I � � � , '��+i�"�,•,, ,� �, R/IN ON DeJRNAM ROAD THE ENCa1 NEER co. Cc 1 S •- �F� 3 P� �- t l I f „, �• ��. `1� m m w • J 'I SA/AU- 5049^11T' A 7 RA FF/C_ CONTROL P4AN FOR V 3 APPROVAL E3 Y TME ClT Y O F T�CiA 7P x � - + \' O I lid- a C's UA vl 1 �- '� �•-.'-- � `�;. •, r,,,,, •^ ..� k GW NfW lel©T E p AV 1 1V G Aizl A 5 v CYT s�-�A p ED `n ` MI �l ; .�t � �- ,� 11 r � - � • � ,4- - � � ,�,., � n�" � .�.. - - UV,t= SGT l©ly 1 R� I � Q � y 1r�,� � � .�-�-_• i �/ - �; ,.•,r !W `r�4iw1.Zu i 5 v� O• Rocl� �\ 1 , /P _( U I I PRo coo s� n /� , ',� ; , y r w. Li �+` ;K . \/A R.1 C-S I I sT. 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M COQ ALL -Z-Q .,� R�c-IL 1 T D 1.36-r S v t--\ D NV EIZT Pp\V I N G (n r -ro -�t-� E G -CY oF- v�\�rz� • �' 00 �YP( I� SLS. _ is -�-- It n u- 2 A I r- -C GST fLE Ff�R P'�fl�1- ap " T Cr C3 E S S O Q LEGEND F- - - sH�,c►cEi;t " � ti y `� U I O ham- � � - OCD A 6 A -'� 4C cr / j � Q � � Q• EXTG. N.H. W d �j\ `.9 �� f A \L / PROPOSED N,H. Z �l 113 11 C- 1 G L DOMESTIC 1 1/211 OR 2" WATER METER w/P.R. VALVE O W 3O IL _ EXTG. VALVE LL Z PROPOSED VALVE � '10 C9 O /5 R.W. r__C_ R Oj Ivy `•t ` p CLEAN OUT `Qa• C 7C 1' o g k`)J 7 S 17 Z . �0 \ ♦ �t, I PROPOSED FIRE HYD. SSLY. Q W Z A. z I%Z ,IVF. FZLAY CUA �. ::VRI IAC $ L�, hG ° - - - - c. , 1 111 HYD. CL J F- T I V' .;p n EXTG. FIRE a- 0 z (� { < NW BQCk To � --y F_ VE � m �� %gpLcR 7-0 - \ ) 1(1 EXTG. CONTOUR LINES N('~ Mc= r c X TG• , " l(1 / (;) c�Z un �, (., ` �` -0 Fl(V15N CO�JNTpUR Ltl\lE5 > C/ A C' i' `� V' QQ X= ? GL d A •G . t9 / �� r (� (I -Or F: S t-TC C. < <_TI>. c,T 0i= TtGnRD. QUI _- Y �''""� Q zlx w(D z 3 - "174 -D ROCK C� - �/' / _ �r.,l z ON �tTt< L)'NLt-1 -fYPL-- 0 G . C. t±:_3Z Il 1`/Z GfZ• R,OGIL �. I PSG G r� i8 .00 = Q • -y vutt.L/ ,- \\� �, �,i O (\l 771t ` G"� (',t�'�_ :.7 t�"C l_F_�i. Ul) a-Q 7' WHEN F NppMpLETEO �I V a r i 'IR• U, N $�-�- O�� Si :E PRo Fc. SELF RVNC7FF DtREGTtON, V TO r ti 1�,1 P R OV E M�N 1 IL NQ PLETI N m � � \ 1 � 1 1 , � / GENERAL STORM SEWER NOTES S -W 1 C7 8 �' 1�V' h _ _ • t' 1 T..s. 1 1 i - J - 4 "' - I 1. Install on-site storm to eurrer.' plumbin.; - PLANS 6XA R - r N LC codes. 2. Install off-site storm to City of Tigard Z specifications. \ ri t 3. All roof drains shall. connect to the proposed .SC•OP[- �o :�\ R e` . / � � � � � �\ storm system. (Bldg. rain drains or parking piping \ system as noted on plans. ) co � 4. Install roof drains to architectural drawings � 1-• Y1 and specs. _ Il- � 5. Contractor to verify all elevations and loca- �5 _o 0 1� • tions i7 .ic1d, 0.146 � !I � 1 / 6. Contractor to notify utility company for line N TE o FOP ALL 5AA/ i srs. 5 = 0.-7--r � � � � v J6 oQ N / �/ �.\I � I prior to censt.n2c� � locates 48 hr. y.7 M l-I 300 ON 4,WER' Iw A� ° li,z r . + �� / / / 0t N^ I/ E7 / A Z 3) X Z C T3 'S � C o. 1 � s s►-- s. M � i d's ---T---. ._.,L.�,__ �.___ ��. � � �� '� z G y Is 1s esrt3�. y2 : ail' so i�Co'x I �r - I� N -w � W T _S _ _ O- [C B 1_NLET 7)PE GRATE ELS LN✓ERT cl_= /sem ST5' _ s N ! ern �"► N iS o!r.L_i.�? w G Rim o } y 14._ / D 4 s ro 1'f. N 1,, s S -':.�11 v t� nvs. s 3 srL) z'�ccT mki il.,l sS ov F,F. 17 F �. f - cvc H �siN 171.41 16900 _D _ G F ' (\ Q` �° (n p Care, Asim /L.? 00 /_S% J,) ^I •Q `'' 162O Q COt151- . 70 1S7 )/ �� 'et - v- _ `V ��• tj Ica/ ti --_ '/ GC 16 �C T-1 1 w t I r I 7cr CoG 171 n �, III �' 11 F F. FF. ► 81.-70 n �• 1w1 ; ' 175 �3 PYA J ` � ' t (Y) '� q -� 3 0 G R 13 89 S 80 so LE a t - - 'iG�•OD/ � !'O B2O 5 5.7 7, cows, c8 / S -- 3 33Gj� fOA&T. cg,r Ps �S - lCo5ZS /GZ OC rA R 104r 9 Z. '1t ' FFV 61 F F. I 1 F. F, � - (iA e' „ l eo �, F /� F-F �.F. l 7 /�9. c� /tis S /+S.O 0 /05 X77.5 I o I � •I'" F'F-_�3.5 ► ^5 S 5 f3-q , �S.Qn / I yl I jI1I �0� l� _O _ l7 O S I 7_71 o on )1 4 7 - O L) > > > a a , c7 1 n. r/ \ ~\�1 (� \. " SCA L E g 01 W o 0 6j o _- � 1► a 4 u w t- w �'F' / r) ( 4 I In PPO✓ECT NO w l 1 CA , i 87-424 W O m �7 1 G. 3 � i I �• Y / / � � � / /�• rl , Y COPY, Q4 108TH AVENUE, DURHAM RL . - � 1 OF 11 ,,_'-r. �. »'-'M'e►�M+MIIAY�M•... 1 +^^'+ !- 6"ar----,.:I "n' , ` '_'., 7C""..n•• _ _ .^.rpY..!pw.w-... ..»..,_... .�,i+rw • I;:�d: a.:w.w:.:'r�l \ _ .. _ 11 N . , �`. - 111 1 II111111I II- �t11foo ftif11�1 il1I11111--j(11110111111 II 1111 1111111 1I11111 IIII11111111fiflllIIIIIIIII�IIIIIII�lI111I111I1lllllll�llllllll ill /Il Il I1�lI�I11�I�IlI��11�1I ' 1 r + t '✓ 1 NOTE: It THIO MICROFILMED 3 4a 5 8 7 8 8 I 0 I I DRAWING IS LES' CLEAR THAN I 1 THIS NOTIVwr TT I5 DUE TO t - QUA-ITY OF THE ORIGINAL i DRAW r OE 132 92 LZ 9Z SZ fZ EZ ZZ IZ OZ 61 91 LI 91 S1 41 EI >il 11 0� 9 L 9 1r 6 i 1Swum 00111111111111111 loll111UtIIIIIIlill1111j 11�11IIIIIH1111IINll1�M111111it1t� 11111111111N1Ifk1�II111111111H1111111nI11tIN�l 1i11�1 u1111u►IIIHtn+t�tnt nalunlm1111NI�lu lul hiuIgI�M�„ - >~ JULY ® 1992 > .` - ....... .:....._ ::. -.,. __•..._•....•".per„•. r i iIST- � - - - -- - - - - _ N ('r - JT-NsrAL(. 12"X' 9" CROSS ("PLUca t✓L-'sr P"Z`� GENERAL W kTER NOTES I J It, PR4QF>01Sr=D I ' STS. "�• ��• - —� _ - �-- 1 Noti y Tigard Water District (639-2591 ) and ----�- --__ _ lZ.. _ c_O � _� 2 �g _ �1 yrs prior to construction. Coor- G � Q — dina a water line construction with other 1`'1 ' i _RFV •►` t6N A5-S 4- y R W S �- CUT IN ZIJSrALL G f/%4SSI.Y PRS _ VR.6 A}RoPR A Tt � j per\ - N �, ,, � faci ides and utilities.i-i 2. All. work and materials shall comply with TWD 3 stan arils, the Oregon State Health Division h IL Adm .A. rules,standard Chapter 33"j, A.W.W.A. and c 16/08 s. 3. Verilf all utility locations • � �-� , ` �� -�_ ( � � 5 � Y Y prior to con- I I stru tion. y Ij t0 '.� i� 4. Contractor to notify utilities for line loea- Uti.I — I 5 - GIRV �_SAN � ;7M � a � � tion 48 hr, prior to start of work. 'Y X onisr S �� 5. All work shall be ins ected and a � � -i ' -,SA � 2 � _ I � P approved by L 7• D TWD ater District. cl ,1 /- 6• squr •e feet reof bearing surface at each sttee Z L �_ -1- V-,ra L a- i and low-of.f location. I j 30 t rR 1 C►� �� 7. 36" f 3/4" minus gravel cover for all mains. / 8. All sanitary sewer lines 10' laterally or 3' \n ` ?,vertically of water mains shall be encased in � / o s Al�` I con ete 10' from crossing. Where crossings 10 --- I / are necessary, they must be made at approx- 0l �/VS%,QhL /z' XB its i imat ly 904 with at least 18" of 3eperation V 11� 8 iEEDUGC�' S / below water line. �V 2 - g j F 6i S L I_ L �� x t, X, O -[.L ,/ G 9. Mains shall be tested 3t '150 psi for 1 hour vi aaA G'• - -�lsrx L. (, M/ ��S?NsiALL J z -�- �/ with\ � yt/ C � � a maximum loss of E� psi. Static pres-- ,--,, � sur is 100 psi. Individual LEGEND - � � �� '�'�'• '� E-�'X t � cin valve wll be pressure redu- C1 z_q' A 5l_''/ - �w�v F-� 9 1 //� � installed and { required at each meter, 7` - A.5 paid for by the owner. O �0 / I II 10. All pipe and fittings will be - N G EXTG. M.H. �� p p g cement lined. { I j N �' Pip will be TJDI class 52. 161 / 4 PROPOSED M.H. � - 11 . Fire hydrant assembly consists of 8" or 6" _ 3 MJ G" Flg tee, S" Flg X MJ gate valve, 6" a, DOMESTIC 1 1/211 OR 2" �YAT�,R �,IETER w/P.R. VALVE � 0 `- Q� / I: MJ X MJ holding spool, and Modern Mueller Centurion fire hydrant, a-442, 6" MJ, 5 1/2 N ZNSTA L" {✓ EXTG. VALVE r `�� tJ `� v IJ �,� MVO, 3-port (2-2 1/2" IJST hose conn-actions, i I INSTALL �`� X t �� ^ 1-4 1/2" NST pumper) , 1 1/2" pent, opr. nut, PROPOSED VALVE /6186 -"r o e left color: . , . 1 177,P T i ar P 0 CLEAN OUT �\ \ ' Ld z �' '� �� 12. Eac fire hydrant shall be installed upon a Q Z O q re ormed concrete block with 1 1/2 cubic Q n 1 PROPOSED FIRE HYD. ASSLY. *� - /E�/� H ;! �e<r s of crushed 1 1/2" drain rock. Tar Q _joZ T iY; Q pa r w — R "l P� _ � �/ _ p ill be laid on top of drain rock to � Q J sep rate rock from earth cover. Y z w /C n29 EXTG. FIRE HYD. / ci. � `,• 13. All mains Z S r/ STAB; 1611Ej shall be cleaned and flushed with -�-�_- Ld Cr EXTG. CONTUUI' ;�T";ES 7--� \ f'iC' '�ALIIE � j ' � '' _� �.� of ble water prior to d _ Q a" 3 N 3� P P disinfection and bac O w F ` 8 M x 7_E Z GO ? ter 1 )gical testing and in accordance with C. l j U)Ica w RIM = i�4./O c ' _ 5x'97 j cc9N6T' 5A Al f/ 1 i r - f Tye A.W. .A. standards C 6U1 . O.S.H.D. baste- l ti CDv�, TOUR \-�^IES Z G = /.SG. 7g ` F- / S' /�� _ /73 c y' n rio gic.al tests will be taken b•y TWD. LTJ c rn 0 UN 1= S I -rE C L3 � Sl t) � iTy o1= T;GA2p• � � � �1 �� Q 0Q� w — / G° r� /G� s/ �� 14. Tigard Water District will install all copper L+JZ� > services prior to blacktopping of streets. F_ Q C>N't SITE Lyrvc_ I� 'r ,'i �: c . o- ?F°' r �- .. , - vA�_� / �,� _ 5 IZ x IZx.w k— LMeters will be installed by district upon. N 3 G [.-I 13557 L 6 Ffl ,A L_ �, 16/ 84 \� /6/2 - C_OwST. IZ D. i. CL Z indi. idual request for same. a CL rz ' ,.. -��ECTIOty , I ( Q 7 \ - - I�(,15. Con t on-site water system from meter to Q I �1 6 __ - buil i: gs to current plumbing codes. j r 0 A j 16. Cons rust water lines from mains to meters to - k - ,. i TWD tandards and specifications. � .\ � I \ [� \ � %ALL / " X � ---- -- `(\J�'- `t I li - 17. Upon completion of installation, contractor ' �- or eveloper will advise TWD of total con- Q / JJ11'i� stru tion costs to which will be added 10 \ ` w _ 16124 U perc nt for district inspections, water loss, r �, , / I —�_ IA Q 2Vep rcentafornengineeringareview, including l Ln , $ 16 �� z d "as- uilt" drawings, intersection maps, upda- _ 7 9 ,� -- -� - ting master map etc. - 44 TYT' \ Z TALL l �z. -f -- 4 Go cv R. U�� E L_ 18. The xi'sting utilities depicted on the plans f ^ ��' 1�� are shown solely for the purpose of indica- 1616E /6/ 6 �� ting their presence to the conractor. The �/ engi eer assumes no responsibility for the aecu acy of the locations shown. It shall be / / the ontractors responsibility to deterimine ° "J / L .Q the xact locations of all existing utilities cV / t ITC a FOS ,4L L SAN. E \ _ that may conflict with the work. R -�T S. = z / / / � 1 a l� � 300 ON Ct;�j ER - � / "-s / / / / GO �IST " S l� �/o i ��''�� as GENERAL S NITARY NOTES C4 / �' X 5 Nsr izs 3C�3y � ON c�Lrnl rCT i -- -U- col l5r q'k iS Co�/S r. „� cowsi , „ 0 -f ,pis' >-= 3. 1 . Cons rust 8 sanitary main in right-of-way to 97 Y g 3_) r'E_ rl L/_PC �S S ED/T/0A1 -� � i � �I I . r o s , ,Q � / /� �Al / ? 161,32 i city of Tigard and U.S.A. requirements. � � 0 I - / 2. On-site sanitary to be installed to current t` � W) Oreg n State plumbing codes. W J k 771 -- �'� J1 I �. ; r=. F� �' P+ ,F _ I % I I N p rE o C o,.n c7oR To v��e v Y �a N 2 `Q 9 �Q O O �' �� O \ � , � M N � C. R�,�.1s avec ser 2 n' G .� o �D Q I T F s CRAOC- PC- Ns 2 PC 2Z F'` NJ II 'T *N Wtl7"�R Li E coN5rRuo 01V - 03 _ - I..') '� A L l�' _ / i 0 Ira �E PE riG,aRD vvar�-R �-- Ll ` �_ - 7/ —'— spa - - -- - I ; -715TR1C% f=LANS� STAI✓IPG"l� c _ - - PI-Y, I - APP�OVCT�IN LSA, \ L41L Y 1 4- 161�6I I a� M.I x ;i �� _ x s P i_ 7-,!5Y-Z, asraLL E'� M.i �', B x9 E1� I i I i / I / G F r I � /1ls-T/QrZ._-7)" W M• - s(A L.L z 6 / 1 AN "j039 ( I r Q I 12 16/5 '�' 16/42 /6/ .36 "R Cn U I 87- 424 SAN M. S' —; __ A� �� '° �' N5r. „fix .TE = f • A5_5L 'V - 4 11' �+M4f.. y "-..7p,.• �.�.......w+._ r _. r- i _..... .WR 1.1- • "N...•�'.�� '_^".Y�j•..:•/�� wlr .•� _ _. .. _..-_�... .. _ _—.—. a�•.� S .. i �Iltlt tIi11111��i111711t1�1fti` IJTJ 11111'[( 1,111111 x1 1(111 111 1) Itlllll IIIIIIIIIIIII� 1+t��ll�llt1111111tlllllllll111 IIIIII�'111I111 i11i�1111111111 1111111lIt1111t ' IN 1 I I 1 NOTE: IF THIS MICROFILMED ? 4 5 6 7 8 A DRAWING IS LESS CLEAR THAN THIS NOTI�et-TT IS DUE TO - QUALITY OF THE ORIGINAL " DRAWING. ""- - ati 62 ez lz 9z Sz bz C2 zz Iz Oz 61 81 L1 91 if fl cI 91 11 o1 a ! 9 16 IP E a 1I �, '�' ittt�ltIIIIIII�uI11u11��u�I�11t�t�11�111�111�IH1�iN'tIt1�11q�11/1��tlttlnel1�111�N11�11ff�1�ttN�flt1�N�I�INtllill�gN�Uli1►111111111 IU�IIIIIIIN�NIIIII UIV�IIi11N JULY 10 1992 .�._. "•.C'V'ytllP#IIFi19kf0.W[R�If41N7F!'Y Audi!!'?RT7MYfiYITANP:YT.!2RMAUI�riYPi@ � v � U7 me?m m acs o ED tD m �-a � ry O- .k U N fD 7 � December 3, 1991 CITY OF TIGARD OREGON T -) WHOM IT MAY CONCERN: This is to acknowledge that effective this date, street, sanitary and storm sewer public improvement facilities installed within the following development projects are hereby accepted by the City of Tigard, Oregon, for operation and maintenance: 1 . Exodus Subdivision 2 . Barbee Court Subdivision -3 . 108th Ave/Durham Road Street Improvement 4 . Swanson' s Glen Subdivision Plandal.l R. Woolly, City a gineer dJ/JN:opt-mnin.ecp 13125 SW Hall Blvd.P.O.Box 23397,Tigard,Oregon 97223 (503)639-4`171 - CITY OF TIGARD November 20, 1991 OREGON Mr. Joe Park Durham Road Investors, Joint Venture 5550 SW Macadam, Suite #305 Portland, OR 97201 RE: 108th Avenue at Durham Road Dear Mr. Park: In the matter of the Eighty-three thousand two hundred forty-seven dollars ($83,247.00) "Agreement with Depositor and Trustee", Savings Account No. 93-109999-MRIA, between Durham Road Investors and The Oregon Bank 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. All remaining Assurance Funds may be released in full to Durham Road Investors. If you have any questions regarding this matter, please contact John Hagman at 639-4171. Sincerely, Randall R. Wooley City Engineer j1 JI I/1081h'Durham 13125,RW Hall Blvd.,P.O.Box 23397,Tlgard,Oregon 97223 (503)639.4171 a � 1 �MPORTANTM� EGiN Of FOR— DATE- 2-4 OR " �' A.M. DATE TIME /27 0- P.M. OF— PHONE— AREA F— PHONE AREA CODE NUMBER F.XTEN13ION v TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION U MESSAGE 1. SIGNED ni"(/r, ,c_ , ill 7 LITHO IN U. r� >/ TOPS It FOI 6� PIT ,-- CITY OF TIGARD � rro November 9, 1990 .r% � r ` t1 -� 7 OREGON Z -7� A� Durham Road Investors, Joint Venture -- i ---tet. RE: 108th Avenue at Durham Road Gentlemen: We've conducted an inspection for the purpose of final acceptance of the project public .improvements. Insi-action revealed only one deficiency, namely - a portion of the sidewalk and wheelchair ramp, located just north of the northern drive ray on 108th Avenue, has settle (1/211 - 111) below the curbline. Papair is necessary. Please notify Mr. Mike Mills, # 639-4., 71, upon completion of repair. Thereafter, I ' ll release the projects remaining assurance funds and provide to you final acceptance documentation. Sincerely, ;-1 John S. Hagman Engineering Technician dj/l-dri-jv.JH `+k (503) 246-3324 F1 LE Mk ^ 1 1 & _ �IKtIItiC� GRAYSON CONSTRUCTION CO, INC. Nem �41 10151 SW Barbur Blvd dC1Jll.�fAT' e Jan Gardner Salto 203 D Project Coordinator Portland,Oregon 91219 1 N ` , a,rf—111—k 13125 SW Hall Blvd„P.O Box 23397,Tigard Oregon 97223 (503)639-4:71 TO 5�J 117�'y� ��►'N�wt ( Dr� ,ecX' vx M2i `1 _ to - z" —90 (weed 1v��` �v�s ec��e►� Cw� n,..� 1 �Z w(<�� r �1�� we e_ rw,mot-%P 10 P Ae F .. �., !' ,r'c ��-�C yi / /�4 ,tic Wv 4 e--ve 4r 1AIIA DURHAM ROAD INVESTORS, JV 5550 S.W. Macadam, Suite 305 Portland, Oregon 97201 (503) 274-1518 D E � 4Arch 12 . 1990 FY Z �'� — JZ t 4 WED ri t,y of Tigard 2 .. 1�Q� Public Works Dept . 13125 S.W. Hall Blvd. CITY OF Tigard, Oregon 97223 T�OARp Attn: John Hagman. Eng. Tech. Re: 108 th and Durham Road - Maintenance assurance Dear John: I am in receipt of ,your March 5. 1990 letter Acknow- ledEring the City of Tigard ' s conditional acceptance of the aforementioned project on September 5, 1989. Thank ,you for your quick response to my inquiry. Per your response, I am assuming that the one ,year guarantee period for said project will expire on or about September 5. 1990. It is my understanding that upon accept- ance by ,your inspectors . the City of Tigard wtll release the balance of funds currently being held for maintenance assur- ance. I Chow a current balance being held of S 8,324 . 70 by Secturity Pacific Bank Oregon ( formerly Oregon Bank) in 4avings Account 0 93-109999 MIRA . Please note that the Address for Derham Road Investors hAv nhanrpd. We are now located At : l 5550 S .W. Macadam. Suite 305 jert ' Portland. Oregon 97201 ( 503) 274-1518 Thank yott for your consideration in this matter . I look forward to talking to you in the near future. Very truly ,yours, Jan Gardner, P.M. ce; DRI file Steve Shepard fOOTE T14C Ed "all -- IWK MW March 5, 1990 Durham Road Investors, Joint Venture C'� � PD c/o 4225 SW Huber Street OREGON Portland, OR 97219 RE: 108th Avenue at Durham Road Gentlemen: This is to acknowledge that as of September 5, 1989 the eforsaid improvement project has been conditionally accepted by the City, placing it onto its one year guarantee period, subject to the following: [ ] Completion of incomplete performance items, namely: -none- Correction none- Correction of known defects, namely: -none- [XI Continuation of developers maintenance responsibility and correction of any deficiencies which may arise during the guarantee period. To assure the aforesaid, until such time as the project is fully accepted by the City operation and maintenance purposes, the City has taken the following action(s) : [ ] Authorized release of the original performance assurance. [ ] Authorized continuation of the original performance assurance in full force and effect. [Z] Authorized a reduction of the or .ginal performance assurance and is holding the balance as a maintenance aaeurance. [ ] Accepted a (reduced) performance assurance. [ ] Accepted a maintenance assurance. ( ] Other: Should you have any questions regarding any of the above, please contact me at 639-4171 . Sincerely, Nihn Hagman, Enginpering Technician i' jr/108--durh.JSH 13125 SW Hall Blvd.,P.O.Box 23397,111gard,Oregon 97223 (503)639-4171 March 5, 1990 ClTYOF TI�ARD OREGON Durham Road Investors, Joint Venture c/o 4225 SW Huber Street _ Portland, OR 97219 Re: 108th Avenue at Durham Road jPartial Assurance Release #4.) Gent.lemed: In the matter of the eighty-three thousand, two hundred forty-seven dollars ($83,247.00) Agreement with Depositor and Trustee (Savings Account No. 93- 109999 MRIA), between Durham Road Investors, and the City of Tigard, Oregon and The Oregon Bank; this is to serve as official notice to allow said Bank to release to Durham Road Investors a portion of the deposit entrusted to said Banks. The amount hereby authorized to be released is thirteen thousand, three hundred twenty four dollars and thirty cents ($13,324.30) . The amount to remain entrusted to The Oregon Bank as a cash performance bond to assure the City that all remaining requirements of said subdivision are completed, shall he eight thousand, three hundred twenty four dollars and seventy cents ($8,324.70) . This notice shall not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in Any way; it is merely an authorization to release a portion of the entrusted monies. If you have any questions regarding this matter, please contact John Hagman, at Tigard City Hall, 639-4171. Sincerely,ZZ / // Randall R. Wooley City Engineer. jr/huber.JSH 13125 SW Hall Blvd.,P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171 --- SUMMARY RE: 108th Avenue @ Durham Road; Performance Bond Reduction Request f4 LETTER OF CREDIT (BOND) I REQUIRED HOLDBACK I RELEASABLE i 1 _ ITEM AMOUNT I MAINTENANCE* INCOMPLETE ITEM I COMPLETE ITEM I I Street $45,435.00 I $4,543.50 $ -0- I $9,543.50 I I San. Sewer $12,010.00 I $1,201.00 $ -0- I $1,201.00 I I Storm Sewer $25,802.00 I $2,580.20 $ -0- I $2,579.80 I I TOTAL $83,247.00 I $8,324.70 $ •-0- I $13,324.30 *Required withholding for one year guarantee period assurance. NOTE: The City prevt_ousl.y authorized Release #1 in the sum of $9,608.00 and Release #2 in the sum of $20,642.00 and Release #3 in the sum of $31,348.00. jr/perfored.jah t, CITYOF't1 A November 169 1988 OREGON Durham Road Investors, Joirt Venture c/o 4225 SW Huber Street I Portland, OR 97219 A,.tn: Jan Gardner (Grayson Construction Co.) Dear Mr. Gardner: urham artme to As requested, I inspected the foric conditionalnts City tacceptance Park Ip have nnoted determine if they are ready these following items: M,M, �_�-yi- .. Repair chipped curb near the southern d iveway on 108th Avenue. I< ` 2. Install concrete apron at main entrance. t� 3. Replace asphalt around water valve bc: es and in front of the catch D� bisin at the south end. Complete sidewalk at the south end anti protect end of curb (tapered kicker) . `5. Provide asphalt ramp at the north end c sidewalk. C,`3��al6. Install street 1_.dhts. �►*�s`` Submit mylar as—builts and the Engiaeel 's Certificate of completion. fir/ Lill, I will certify project readiness for. conditi( .Za] acceptance when the items nance above are complete. DE�icienci.es will ay occur need to ing be the on corrected e—yea beforefinal Ij1 �jU guarantee period, and, if. so, acceptance. sse The maintenance bond opti�ut di completion if you haveanyquestions, call me at 639-4171d .In the Compliance Agreement, Sincerely, Michael Mills Construction Inspector cc: Burton Engineering '> Survey g / Malar Construction , Inc. � L„ / `/'-o of/8059D of 131�5 SW Hall Blvd ,P.O.Box 23397 )jgard,Degon 97223 (50.x)639-4171 — 3�S/`w �,��,�„rt _ - '7 BURTON ENGINEERING & S MING I 302 Tigard Plaza TIGARD, OREGON 97223 LETTER (503) 639.6116 Date ,,? T /� M Subject To (LV T'l OF -7-1W-4R n At K tG "77T - - h�Ula /'�..NS Gai2 UnuVC-5 Fat c, Pj)A,Q-TM1 N 77, Z -Z! r9 w o�r•t % lr� SIGNED �. [] Please reply No reply necessary mmffxwjtmq CITY'a ;I6ARD EXPENDITURE REIMBURSEMENT REQUEST 1 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 N0: DATE: �I H Z jJ. / v 9 PAYAB.�E TO: ty., Requested by: 6 5 t) f; c_�/ 706 . wdsavcvcccswc�Rfcmrccaccacaacaccavcaccc-r_cr_caccar_aa=vaWccccvccavcac==cvr�=covaevs MISCELLANEOUS (parking, books, subscriptions, dues, memberships, etc.) : Date Description Account No. Amount r�` 1511-C �i S' Z/ 5 a c� aL /c�.°;u',4� /(� - L L C,O C� �zX13 4-Z asstsaeecc��r'e��r�6vv�scl�iieeaavenaaaase.a4®avaaaccececaeaavarsavacaeeaar_rveenua GENERAL MEAL EXPENSE: -Date Description 100 ro M1SCE\\pNEO,1S Cr y23� le 0-B9 a cOUN` NUMeFa 1' 30 pa`I cote'. AC N g2gg66 Wa w►N�ppE CoppPlES10N OptE r a !� 0f T i Na° n V SEawCE CHpaGE CitX JOS IH15 pO COR n N pKE CHECKS Da v0ua REQ- a�a.4 SEpv�cE 2339 223 Att Q`EMPo p0 OjDa 0'R 91 Pp0p`\oto v� ,.E�aENt" T i9ar T1 a=a oleo pGE SER UNa CHpaGE L and �Ogt11 p'�X�gtjt► F N .. OF JEaGaO B 1 Y1tg On v�NG\N PER50 e� IF pp �i�ee Str �/ep�NG ENI�PE ti�\l OCJ•e, 1SB� MAS\ P1EpSF SEpV�CE Sgt� -A IInO MEr11 0 1F p p ` A( 1H1SSt� Total miles x$.21 l ee aEIU�N _avaoesavaar.Qaexvavoccccav-=as:a=aeaexa::asoasass=eJeae P\EpSF Atli r� �: - -AS OF: Signature APPR.,vALS (if $25.00 or under may be reimburs('(I through petty cash) : (up to $500.00)Section Manager _ J Purch. Agent _ ($51)0.01—$5,000.00)Dept. Head/Purch. Agent i CITYOF TI sFARD OREGON December 7, 1988 Durham Road investors, Joint Venture C/o 4225 SW Huber Street Portland, OR 97219 RE: 108th Avenue at Durham Road (Partial Assurance Release #3) Dear Gentlemen: In the matter of the eightv- three thousand, two hundred forty-seven dollars ($83,247.00) Agreement with Depositor and Trustee (Savings Account No. 93-109999 MRIA), between Durham Road Investors, an4 the City of Tigard, Oregon and The Oregon Bank; this is to serve as official notice co allow said Bank to release to Durham Road Investors a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is thirtv-one thousand, three hundred forty-eight dollars ($31 ,348.00) . I The amount to remain entrusted to The Oregon Hank ay a cash performance bond to assure the City that all reme,ining requirements of said project are completed, shall be twenty-one thousand, six hundred forty-nine dollar? ($21 ,649.00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. City Of Tigard, Oregon By: City Engineer ke/8333D � I 13125 SW Hall Blvd.,P.C,.Box 23397.11gard.Oregon 97223 (503)639-4171 - --I SUMMARY RE: 108th Avenue @ Durham Road; Performance Bond Reduction Request #3 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE ITEM AMOUNT _ MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Street $45,435.00 $9,087.00 $5,006.00 $31,348.00 San. Sewer $12,010.00 $2,402.00 $ -- $ -- Storm Ss,wer $25,802.00 $5,160.00 $ -- $ -- TOTALS $83,247.00 $16,649.00 $5,000.00 $31,348.00 * Required withholding for one veer guarantee period assurance. NOTE: The City previously authorized Release #1 in the sum of $9,608.00 and Release #2 in the sum of $20,642.00 ke/8333D (� 40 An "Ywai CITY OF TIGAK AOOREN December 7, 1988 Grayson Construction Co. 101.51 S.W. Barbur Bl,/d. , Suite 203 "D" Portland, OR. 97219 Attn: Mr. Jan Gardner Re: 108th Avenue/Durham Road Intersection Dear Jan, It has come to my attention that in the course of doing improvements n e section of 108th Avenue and Durham Road, some pavement attheitr { marking reflectors were removed from Durham Road. Please replace them. If you have difficulty determining where they need to E, be installed, co;, .act Mike Mills for. assistance. Sincerely, v� John Hagman / Engineering Technician /�� SLt �jftC�ior-i C ilh 7— G 13125 SW Hall Rlvd-P.U.Box 23397 Igard,Oregon 97223 (50:')639-4171 -- n CITY OF TWA ISD November 16, 1988 OREGON Durham Road Investors, Joint Venture c/o 4225 SW Huber Street Portland, OR 97219 Attn: Jan Gardner (Grayson Construction Co. ) Dear Mr. Gardner: As requested, I inspected the public improvements at Durham Park Apartments to determine if they are ready for conditional City acceptance. I have noted these following items: 1. Repair chipped curb near the southern driveway on 108th Avenue. 2. Install concrete apron at main entrance. 3. Replace asphalt around water valve boxes and in front of the catch basin at the south end. 4. Complete sidewalk at the south end and protect end of curb (tapered kicker). 5. Provide asphalt ramp at the north end of sidewalk. 6. Install street lights. ..7--.resubmit mylar as-builts and the Engineer's Certificate of completion. I will certify project readiness for conditional acceptance when the items above are complete. Deficiencies may occur during the one-year maintenance guarantee period, and, if so, will need to be corrected before final acceptance. The maintenance bond options and final. completion deadlines are addressed in the Compliance Agreement , but if you have any questions , call me at 639-4171. Sincerely, rz XG, Michael Mills Construction Inspector cc: Burton Engineering 6 Surveying Malar Construction, Inc. of/8059D 13125 SW Hall Blvd„P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 -- — ---- i GRAYSON CON31R[JCT1ON Co. 4225 S .W . Huber Portland, Oregon 97219 ( 503 ) 246-3324 December 1 , 1988 City of Tigard Public Warks 131.25 S .W. Hall Blvd. Tigard, Oregon y7223 Attn : John Bagman Re : Durham Park Apartments 108 th and Durham Rd. Dear John; Per our conversation of November 30, 1988, I am submitting the following for your approval for release of funds held for Public Works on the above referenced project . It was my inten- tion to have all of the punchlist items done at this time so that the bond could be set in place as well . However , since the weather has not cooperated, we have not been able to pave the interior roads , hence , we have not been able to open the second approach [n order to pour the main approach at this time . As a consequence , I find it necessary to request another partial release in order to pay certain subcontractors as soon as possible . The street , curb, sidewalk, street lights and 95 % of the punchlist has been completed to date . I would appreciate your immediate attention on this matter, as we need to get the subcontractors paid as soon as possible . Mike Mills has been out several. times to check out things and should be familiar with the situation out here . Thank you for your consideration in this matter . I really do appreciate your attention. Yours truly, Jan Gardner, Project Manager Grayson Construction Co. cc. file dw CITYOF TIIFARD November 16, 1988 OREGON Durham Road Investors, Joint Venture c/o 4225 SW Huber Street Portland, OR 97219 Attn: Jan Gardner (Grayson Construction Co.) Dear Mr. Gardner.: As requested, I inspected the public improvements at Durham Park Apartments to determine if they are ready for conditional City acceptance. I have noted these following items: 1. Repair chipped curb ner.r the southern driveway on 108th Avenue. 2. Install concrete apron at main entrance. 3. Replace asphalt around water valve boxes and in front of the catch basin at the south end. 4. Complete sidewalk at the south end and protect end of curb (tapered kicker). 5. Provide asphalt ramp at the north end of sidewalk. 6. Install street lights. 7. Submit mylar as-builts and tF - Engineer's Certificate of completion. I will certify project readiness for conditional acceptance when the items above are complete. Deficiencies may occur during the one-year maintenance guarantee period, and, if so, will. need to be corrected before final acceptance. The maintenance bond options and final completion deadlines are addressed in the Compliance agreement, but if you have any questions, call me at 639.4171. Sincerely, Michael Mills Construction .Inspector cc: Burton Engineering & Surveying Malar Construction, Inc. of/8059D 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — ----- —-- - --- 1 PLEASE TAKE THIS TO THE CASHIE )R_.A RECEIPT NAME DATE: ACCT M DESCRIPTION _ _ AMOUNT ( 10 22000 Refundable Performance Bond Deposit _ s `'1 2��_ w 10-43600 Public Sewer Plan Check/In_pection Fee 10-43600 Public Storm-Plan--C ck Ins ection Fee_ 10-43600 _ Street Dedication Public Improvement Fee 10-43600Street Opening Permit ; 10-43600 Street and Traffic Marking 21-44200_ Street Light Fee -, 10-43700 Sign Permits 10-43000 _ Land Ilse Application Fees - 10-22000 _ Refundable portion of Appeal Fees +�M!wYxMwrwnhr wl,,mt AW* 10-45.100 Document Sales: Engrg. Planning Bldg. - 10-45200 Park Reservations 10-43000 Business Tax TOTAL- t ACCt'PTED i�M5E F rM Si Ni C EC WNEPAIU FN Cf IN F N WIN 19 GATE F ouow'NO nEws AMOUNT DURIIAM R(lAD INVEE}TORt, PHONE 227.37;19 tSldfS h. W, MACAUAAF AvRN,TR 1317 SUITE 2111 PORTLAND, OREGON 07201 21-16/1230 to the -1 -`Q'c l __!g _ Order of - vON KPWIVId. ��'00 13 "112 4w +; 123000 i 6 5+;q 3 200 3 7 5w 1::I T ', OF' T IOAPY., (.')F- PAYNENT, PEC N( (30101 +4 C.14 E.C 1, AMOUNT -7: 6-1- DUP1+01 RoAr� INVESTORS c.,AL-.�4 Amotorr CICi 5: 5125 SW MACADAM AVE 5-210 PAYMENT DATC' C.) PORTLAND, OR, r?720 1 F(L.0i NO/ADDF."I OF F"'iMr-IVT AM-JUNT FAIT.,T., u (),j FIFPI I DEPM,I TS �vr Vv t_RAYSUN CON` STRUC LION U0. 4225 S, W. HUBER ST. FOR"LAND, OREGON `i7219 I ' November 7, 1988 City of Tigard 13.12`5 S. W. Hall Blvd. Tigard, Dregon ` Re: Durham Park Apartments Tigard, Oregon Attn: John Hayman Dear sirs: Grayson Construction Co. hereby regUeSts the release of the remaining funds on the above referenced project for the complete installation of all public work along 1()8 th Ave and Durham Road. All wort:: in the public + worl: areas is complete, has been inspected and is approved II as constructed. Malar Construction has indicated that their maintanence bund should be forthcoming to YOU rzt this time. Please forward yoLar authorization for release of these funds at your earliest convenience to the Oregon Bank: and Durham Road Investors. YoUi consideration in this matter is appreciated. Your^e tr- 11 v. J .n _iardner, f-'roject Illanager cc. Grayson F3. le ea, a� `ems rtia Pbnd General Electric Corgany November 3, 19:38 .John Hagman City of Tigard PO Box 23397 Tigard OR 97223 Dear John: Streetlighting: Dakota Park Apartments The lighting proposal for this project calls for one 200-watt, 22,000-lumen high-pressure sodium roadway luminaire mounted on PGE Pole C21-IOD/2316 and two 150--watt, 16,000-lumen high-pressure sodium roadway luminaires mounted on PGE Poles C21-15A/2397 and 2398. A sketch indicating the luca- tions is enclosed. The monthly charge under the provisions of Schedule 91 , Option B (energy and maintenance to luminaires installed and owned by the customer), of the current tariff is: 2 - 150 W/16,000 L HPS roadway fixtures @ $5.52 each $11.04/mont11 1 - 200 W/22,000 L HPS roadway fixture @ $6.62 each = 6.62 3 - Existing PGE line poles 0.00/month Total Monthly Charge $17.66 PGF. will install and sell back to the City t'le streetlighting equipment. We will. bill you for the actual cost of the equipment and labor, not to exceed $923.6'2. John, if this proposal meets with your approval, please return a signed copy of this letter as authorization for installation. Sincerely, Jim Ryan / Service and Design Consultant 643-5454, Ext 225 Date f proval 51yna u e JR/tb2. 1B9 " Enclosure Date Completed Signature Bill Code 46156 Option B Western Division-14655 SW Old Scholls F.3rry Road--Beaverton, Oregon 97007--643 5454 monuJ iib f,,.VJA'I G.ZI- !SA E- I 7 �Q W r 3 vi sa17RL-L I— P, 9-7 bo 2 t- FA 15 ov J H PS RoFlCv.!r�`I FtY.t,.tfcf__ �nl !o� rnP,Sf �AIol r ri s c r4 I011Li-15 CZl —IDS E-to Z►15TA .L 1- P, 2396 c� l 15A E- 1 ~1,�ovj lips K.bPwiF. I KD FIxTLAL n12N\. ZA-1 V E.-A A'I p y 1v I SID LG 20t L 2oov1) Y CITY( F WARD November 1, 1988 OREGON Durham Road Investors, Joint Venture c/o 4225 SW Huber Street Portland, OR 97219 RE: 108th Avenue at Durham Road (Partial Assurance Release 112) Dear Gentlemen: In the matter of the Eighty-three thousand, two hundred forty-seven dollars 383,247.00) Agreement with Depositor and Trustee (Savings Account No. 93-109999 MRIA) , between Durham Road Investors, and the City of Tigard, Oregon and The Oregon Bank; this is to serve as official notice to allow said Bank to release to Durham Road Investors a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is Twenty thousand, six hundred forty-two dollars 320,642.00). The amount to remain entrusted to The Oregon Bank as cash performance bond to assure the City that all remaining requirements of said project are completed, shall be Fifty-two thousand, nine hundred ninety-seven dollars 352,197.00). This notice shall not be constrsed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it 1.9 merely an authorization to release a portion of the entrusted monies. City of Tigard, Oregon 1-'�''Za'telz 4By: - City Engineer ef/7822D 13125 SW Hall Blvd„P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 0 SUMMARY RE: 108th Avenue @ Durham Road; Performance Bond Reduction Request l2 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASEABLF. ITEM AMOUNT MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Street $45,435.00 $ -- $45,435.00 $ -- San. Sewer $12,010.00 $2,402.00 $ -- $ -- Storm Sewer $25,802.00 $5,160.00 $ -- $20,642.00 TOTALS $83,247.00 $7,562.00 $45,435.00 $20,642.00 *Required withholding for one year guarantee period assurance. NOTE: The City previously authorized Release X11 in the sum of $9,608.00. ef/7822D N TV IT plv/moo Gv.f�-.afp . ,.�- p a c vJ.Al, lo1 ip V URAYSON CONSTRUCTION GO. 4225 S.W. HUBER ST. F'ORTl_AND, OREGON 9721.9 c 50 ) x'46- !r,24 October, 14, 1,0,88 Poer•II'ruutlnp MOW pad 7881 Please ROUTING - REQUEST �n ❑ READ To City of T7.gard ,� HANDLE 1.3.125 S. W. ilal. l I—I Tigard, Oregon 972'2"' u APPROVE and ❑ FORWARDI �1 N _ I �'►'l♦ +a �- ' E: a�}cn1 R,e: 1)t..trharn Apartments, ❑ I RETURPI _ �_i_K�_ 1.1't9 th Ave. . Durham Ra.4.d ❑_ KEEP OR DISCARD - Patin John Hamman REVIEW WITH ME Dole 0 ( c U From Ded:l r'` sir`s'a (:3rAyson Construction La. hle-rebv rimr�t..teS5tS the reiease 0 funds on the Above referenced t:wnaect for• the Complete In. sta.liativ-t of storm sewer~ along 108 th Ave. OU!" CA1CUl.a-- t ions indicate $ 25,802. 00 as the ,amol-t"t t denoted fat- storm sewer• assurance. Usvdur_t my 20 %, ol~ $ 5, 160. 4(), for~ the 'VQUired hnidbac;k:, the amnl-ll-tt of fu..ds to released wat..tld hie 4> 2(), 641 .60. Thank: you for yot..tr consi.derat ,..nn xn this matter. YOUI"s tr^t-tl.y, c. Jdrt CixlrrlrtP..h~, F'. I`1. .1"3/ Jrl r-c C7r•ayson F i. l P cc Durham r�o<4d i.nvestat's Fayre -- 1 CITY CSFTIGA RD August 24, 1968 OREGON Durham Road Investors, Joint Venture c/o )125 SW Mac_,�dam Ave, Suite '.10 Portland, OR 9720.1 RF: 108th Ave at Durham Road (Partial. Assurance Release #0 Dear Gentlemen: In the matter of the Eighty three thousand two hundred forty seven dollars ($83,247.00) Agreement with Depositor and Trustee (S wings Account No. 93-109999 MRIA) , between Durham Road Investors, and the City of Tigard, Oregon and The Oregon Hank; this is to serve as official notice to allew said Sank to release to Durham Road Investors a portion of the deposit entrusted to said Bank. The amount hereby aut`,orized to be released is Nine thousand six hundred eight dollars ($9,608.00). "he amount to remain entrusted to The Oregon Bank as a cash performance b(--d o assure the City that all remaining requirements of said project are comileted, shall be Seventy three thousand six hundred thirty nine dollars ($73,639.00) . r is notice shalt not be construed to nullify or alter the terms of the aforesaid Letter of Commitment in any way; it is merely an authorization ;o release a portion of the entrusted monies. City Of Tigard, Oregon C1ty Engineer ht/6,63D 13125 F A!Ho'!Jivd„P.U.Box 23397,Tigard,Oregon 97223 (503)639-41?1 --- -- -- SUMMARY RF.: 108th Avenue @ Durham Road; Performance Bond Reduction Requestion #1 LETTER OF CREDIT (BOND) -- REQUIRED HOLDBACK RELEASEABLE a TTEM AMOUNT MAINTENANCE* INCOMPLETE ITEM COMPLETE ITEM Street $45,435.00 $ -- $4.5,435.00 $ -- San. Sewer $1.2,010.00 i $2,402.00 4 -- $9,(08.00 Storm Sewer $25,802.00 $ -- $25,802.00 $ -- TOTALS $83,247.00 $2,407..00 $71,237.00 $9,608,06 *Required withholding for one Year guarAntee period assurance. ht/6663D IL 40 IV, 1011, I ICAp'Y CT t� GRAYSON CONSTRUCTION C 1(:11.x.;1 G. W. BA rb u r P I vd. , SU 1 1 Fart land, Gregor-) 97" 5 o w-46--3324 AUQUSt l(D. 1.98E1 vllrtrwrcya.�dr . D Jr Cityc)-f Tigarcl ::-125 S. W. HA). j 1p 1, (1., ,rigard, Oregcw, A t t n: jinar, R Pub] i , Wu,,-i: / rjj..jrh..:km (Apt-. Dear joh. Grakyscm Constructic)n *-o. heraby r -u lcil-.tests the-` partial c)f fi-oids held on thf., Durham tar.4 (4r,-.-irtment project 7LO11 C: The nanil-.-iry �-:;Pwpf' I inris h,-Avf.--� been comp leted, in,7.;j:)ec-.:ted "I'- V, t(i$r-.I,ed Pel" City Of -4'Ti(' -�At-cl f- Pec- ifl (:-.A- ti0na. Thetle- -..-, thAt yf")L.A 171 [r'eCt the Oregon Prxik to r-elease aunount of peo pi- --tor F7r)gineerincl ns t,r,. Th r,-a ppr�.imn to u on t ar t: iia j Amfus F:.e 1 t )r,eyovt Flord.: ke,-vl. EstalP 100) l SW '5 th, 6 th FIo(*:)P,, C."OrtlAnd, OrP(jnn 97-,:.08. 11rI t y ' s- telephtme number is 7q7,8 6- n7. If a;-range P thp oplpar-e of thpsr fk.lrds os j h 1.e, ; t would Ur:? appf-ec-i�ntpr... The s7mb- t c) wh(�) perfl)P-rled h;hm worl did quit:0... some time It :iF, I-jP-c:C)mjrj,-:, Fwl fi:)t, !-iifyi., Your i nrl 9 AP P rer, I at Fad. 9 .i tall G,i r d n C, CC). 01r s.-ocit. Pant 1^r rt;J.m r, ry A 'IAD Construction 175,; Chukar Ct . , N.W. Salem, Ore . 97304 503-581-6023 ' (, � July 25, 1988 T.V. Inspection Project: Durham Park Apt . Public Improvements Contractor: Aloha Enterprises Inspecting Agency: City of Tigard Inspectors: Michael Mills/Michael Sheehan till NO. to MH No• Distance Comment, 8 20 000 Existing MH in good state of repair. 8" PVC pipe holding +/- 3/4" of water. 10' End water. 125' Old clean out. '"tart new pipe. 282 End run. 20 21 000 Typical new construction Mll. 8" PVC pipe. 119' 4" lateral left- . 373' +/- ' " of standing water. . 383' End water. 400' End run. 21 22 000 Typical new construction MH. 8" PVC pipe. 100' 8" lateral left. 178' End r+in. Typical new construction MH. Test performed by: A.1bex P. Rossmetsl TAU Construction TAD Construction 1754 Chukar Ct. , NW Salem, Ore. 97304 503-581-6023 July 25, 1988 Low Pressure Air 7.'est Project- Durham Park Apt. Public Improvements Contractor: Aloha Enterprises Inspecting Agency: City of Tigard Inspector: Michael Mills Test Parameters: Recommended practice: Ifni-Bell PVC Pipe Association (tIBI-13-6-85) Meter Certification: Number 51788A 5/88 MII No. to MII No. Pipe Diam, Type Length Req'd Time Results: 21 20 8" PVC 400' 5:04 3.5 start 3.5 end 21 22 8" PVC 178' 6" PVC 293' 6:37 1.5 start 3.35 end 8 20 8" PVC 282 ' 3:47 3.5 start 3.5 end Test 'performed by: _ f I Alb6ft P. Rossmeiml TAD Construction �/�9/� �i�� 6L�t C'tla2�G�Lv �/zL,�c�t d�'+/`��2 �i�v a��h 5 �� p��5 ��9�� /�6��we5� ��o�E��u� � ; ,s ��t �� ,�� June 23, 1.988 C01211GON F T ARD Jan Gardiner Graysou Construction Co Inc 10151 SW Barbur Blvd, Ste 203-D Portland, OR 97219 Subject: Pavement Design Durham Park Apartments Jan I have reviewed the pavement design submitted by you from Northwest Geotechnical Consultants, Inc. , and have also discusse the report with Tom Ginsbach of Nnrthwest Geotechnical Consultants, Inc. The pavement design was submitted in lieu of the standard section required by the Tigard Development Code. Based on the information provided by Mr. Ginsbach, and from reviewing the renort and design criteria , I have approved the pavement section design as submitted. The design Is very tight and leaves no room for error, assuming that the suhgrade and pavement section is to be constructed to it's maximum capacity. Therefore, as a condition of approval, I am requiring special inspectio_is on the pavement construction to ensure that proper construction methods are followed as outlined in the attached agreement. The inspections shall include daily inspection reports with compaction testing results. The reports shall be submitted weekly to my office. The pavement design submitted by Northwest Geotechnical Consultants, Inc. , is approved provided the attached agreement is signed by the developer and inspection agency. Very truly yours, Cary A on, P.F. Trans o anon pineer br/55191) 13125 SW Hall Blvd.,P.O.Box 23391,Tigard,Oregon 97223 (503)639-4171 ----- ---- -`kms""'.,••.,,- -'..,'-.,,• •...:,,-+..• .,v:...,..»_:_.aw.ma.wlnwna....rs�Wtr1NY•w.0..Y.1.a�YMMd6daeak�Y�1GA tiloAifMH'AidN4 .. Developer - Engineer Agreement City Engineer 13125 SW Hall. Blvd. PO Bnx 23397 Tigard, OR 97223 RF.: Durham Park Apartments Dear City Engineer: We hereby certifv that. Name of Engineer Has been retained by _ Name of Developer) to perform the following work pertinent to the above project. 1. If necessary, provide for the expertise of other engineers such as soils or structural engineers and, also, overecc materials and systems testing. 2. Protide daily inspection and adequate compaction testing to assure compliance with City Specifications, and keep accurate field notes. 3. Upon completion of construction, provide written certification that all improvements are complete in accord with the approved plans and specifications. 4. Obtain City approval prior to anv substantial deviation from the approved plans. .5. 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 Engineer Date Date br/5519D N'" R)HWEST GEOTE INICAL CONSULTANTS, IN( 741 S.W. Lincoln Street Portland, Oregon 97201 (503)224-4413 June 13 , 1988 Project No. 244 . 2 . 1 Grayson Construction Company, Inc. 10151 S.W. Barhur Boulevard StAt.e 203-D Portland, Oregon 97219 Subject: Pavement Design Durham Park Apartments Tigard, Oregon Gentlemen: In accordance with your request, we have performed a geotech- nical investigation for pavement des,.gn at the subject project. Our investigation consisted of a review of a subsurface soils survey report by I .A. Cooper, subsurface exploration, laboratory testing, engineering analysis, and the preparation of this report. PROJECT DESCRIPTION The subject project is located at the southeast intersection of Durham Road and S.W. 108th in Tigard, Oregon. The development will consist of constructing a 224 unit apartment complex with pavement areas comprised of 381 parking spaces and various access drives. SUBSURFACE EXPLORATION AND LAPQRATOR1 TESTING The subsurface exploration consisted of excavr;ting four exploratory test pits using backhoe equipment provided by you. The test pits were excavated at various locations along the northerly access drive at depths corresponding to proposed cuts. No test pits were excavated in the southerly access drives due to proposed fills in this area. Representative samples of the subsurface soils were returned to our laboratory for further examination and testing. Laboratory testing consisted of moisture content, gradation analyses, and "R" resistance value. Results of the laboratory tests are presented in Figures No. 1 through 6. PAVEMENT DESIGN CRITERIA Flexible pavement design was determined on the basis of projected traffic vol.ume and loading information relative to subgr.ade soil strength characteristics. "R'c resistance values Durham Park Apartments Project No. 244 . 2 . 1 Tigard, Oregon Page 2 of. 32, 32, 33 , and 40 (at 300 psi exudation pressure) were obtained on prepared soil samples collected from the backhoe test pita. The gradation analyses indicated the soils consist of sandy, clayey silt to clayey, sandy silt as classified in accordance with the Unified Soils Classification Svstem. Using an average "R" resistance value of 34 , a traffic coefficient of 4 . 8 and the Oreaon State Highway Division flexible pavement design procedure, the pavement section for the parking and access drives should have a minimur crushed base equivalent (CBE) of 11. inches. This CBE could be accomplished by utilizing a flexible pavement section of 2 . 5 inches of asphaltic concrete over 6. 0 inches of crushed aggregate base over prepared subgrade soils. EARTHWORK AND PAVING RECOMMENDATIONS We recommend that the subgradF be stripped of topsoil , scari- fied, and moisture conditioned to within approximately 3 percent Optimum moisture, and compacted to at least 90 percent relative density as determined in accordance with ASTM D 1557-78 (Modified Pioctor) to a depth of not less than 12 inches. All fill soils should also be moisture conditioned and compacted to at '.east 90 percent relative compaction. The base aggregate should be compacted to 95 percent of the Modified Proctor. The asphaltic concrete should be compacted to a minimum of 90 percent of the theoretical maximum density as determined in Uccordance with ASTM D 2041 (Rice Gravity) . Due to the fine-grain, moisture sensitive nature of the on-site soils as well as the potential of adverse circumstances arising from construction activity, we recommend that all aspects of site construction including subgrade preparation, selection of materials, compaction, etc. , be inspected and tested by the soils engineer to ensure conformance with the recommendations presented in this report. We look forward to working with you on this p-•oject. Should you have any questions, please call. . Respectfully submitted, NORTHWEST GEGTECHNICAL CONSULTANTS, INC. Daniel M. Redmond, P.E. Project Engineer Northwest Geotechnical Consultants, Inc. r , = ■�■■1■■■�■r■■�■�.■■:�rr.■�r■■W= /1o■■. 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LEAVE ONE LANE OPEN AT ALL TIMES DURING CONSTRUCTION \ I� I wtl o CLEAN CUT 2. PROVIDE I'LAGGERS & SIGNING PER Ad.'t1.T,C.D. PRIOR TO CLOSING PF\O P O c1 E-D AP P\R-7 M E N-7 I Q I I1_ � z w ONE LANE OF TWO cn Q , - _- -- -- - EXTG. EDGE OF PAVEMENT 3. WO LANES TO BE OPEN FROM 4 P.M. TO y A.M. I I < LL. cn J 4. .BENCHES TO BE PATCHED AT THE END OF EACH DAY WITH A.L. ___ PROPOSED ;1.;iB & S•/W 5. NOTIFY AFFECTED PROPERTY OWNERS 24 hr. IN ADVANCE OF I 1 7 =w� CONSTRUCTION - = m w • NEW ST:EJ"T LIGHT 6. NOTIFY CITY 48 hr. IN ADVANCE OF CONSTRtiCTION I I Q �W I_ N 45 I 45 = 20� ' z 3aix L I 2 �� POWER POLI: t I � N�p w �s ,I _ _ O` TREES - \ --- ,� .-._.___4 1 1 1 � o' rj R.W. --� -----I I I 24 c v2L3 SIN. I /yt'ovcRL„K I W ��, I = 4 C_Dc-,E i J I I k I I �_ a %"a�:R -r,q - //- I ' I NC,L T EY, rG• l ri�� c a -____ __ I NO RTH \ -P-,�'��L . 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EP- 7-10 - — - .c.� "�/J_sr /2 "X 4O' � �BbL�C+E? - 1 ,0 R� � - nlE:w p�r�N u 17�?cN LANE W O CL. 3 ST 5. NCV4 P �E�ocATE fP_- > t LINE: TAPER Tp &A/ I./NE' SLOPE t0 I _ k I coNs;" STD c - -- --=- a S 2e I. .� EX1 G. 8 SAN IJ DA.r1_16Nr Z STA 041 /R - i08� ` GI' r?c 5 e Cp sT IZ"x -- ExTG 3C- " c��R//=y �L�1/AtICNS c-/ c 3 s -- �- J CONC. STOQMG�^I57 Q / ALS GL ✓ I SrAo+?6.29 _ /,96' LO v/ /fie �I 7-RAIv5Ir1ON A.C. 7-14k(,; �� - I 3-4' 5c Vc- RirY 526vA7-icNs IAI INT(--RSECTION 70 6-a- ,' OM- I � TRAN51'T GN/ELD NEW DES/GN 4_� I Ate. -ro cill LINE. ! I ` 22' X 90' A.C. 5E ?AJ TO /3E ,eCM0V6-_D `YELLOW S'[tRP��vG I I �<�/�l-�CC17 /i /��vV A• C- SSC Pk'DF/LE �� ni /OR d AVc. (REMove exTG To S-rA . 0+5 3.0 t\ `� + ZS.O I I I Q1 CONTRACTD6 1\107-6-c") T � e ,-Tv P-L- Ehn N7IS I I P2/OR TU -r1-1E_ START- OF NY' 441ORK o WITHIN T'/-f E PUBLIC /?I W CAI OP- A o� A c:-C N 7 1`0 WILIAMA W-G4 b I I Iqj W ` T14C ENG/NEER 514Af.L S UeMlT A TRA FF/CI I � --Z� tt, ° 4fOAI TROL PI-A N AOR APPROVAL B S` T yC I I I t� c � C17-Y OF TI67Ar�� . .. .... .._w...... _-... . .. . . . . . 4 �� I D IRAIA.M PARK A PARTM N N .I ti = ODI co � x I I NOTE: SEE PREVIOUS SHEETS FOR CONSTRUCTION NOTES PNR ~ X 3 Comm Mr �? PROJECT ,"JO. 87- 4Z-f SHEET 108TH AVENUE , DURHAM RD. " 4 OF 11 OF _. 1 11 1111 � I � � III � IIi � lll � lll � l � l � l � lllllll 111 + ) NOTE: IF THIS MICROFILMED 4 5 6 7 e S 10 1 1 12 DRAWING IS LESS CLEAR THAN ----_� 1 THIS NOT -IT IS ODI: TO r " jlf-QIMC TY OF THE ORIGINAL ! ► of - 62 ez a ge sz t8 +�z�z. .� � 61 81 , sal SI UI cl t1 11 61ii- • t t s1 1� E z I M••• w.. 1 *"�1 t """ "" `' Y`""""" d11�111111111�1111(11111�IIII�I1�fNt11{ltf ll�INI`iNlltll l►II�It11�it 11ItYltll�ll}1�111i1 INIhu IIN�IIII�1lII�INIIiIII ��1� ULY 10 9 92 INNOF Ld 16J 16J 166..1 1..•I `• —j 1_1 1`1 .• —• ♦ � '� �1• • ■�■ ■ ■ ��.�\� ■■-_ 1111 - ' �_ : •�'�:S- SCS'`.:SS=:CS S��all: 11110 __■..=S. _ .S . _�■■■. Sall m■ ■_■1 /'■�■1— :■ C11111 11:s■�''S'mm'/'—'1■ ., : ...1.-.�� _ m■lm5=C =ass : _ SSgs SSS NONE=— Blom . �.. S�1•�S.S ._. Ste, ...r•5�;11 ■ S �:S■ Mumma ■ . � N _VIII%m:ms ■■ m■_■ S�_■ _S/� ■■�_�1111■■.SS mmommmo SS_1010N:s-a_iIII■■-mm III■■. ■ ■� —■�■ _ / �1■ -� II/I■■-= mill III= Wow S ..= �S CS loll =041SRIII ME log :u � gloss■■■■I1■ M ■ ■■�■■ ■■ =�S::SS=S■S:�':S.SS:� s;SS S�:O:::SS.� SS:S■■■:�=SSSS S :=,'SSS= gla S-IN gloNONE .':: ��' ■SCCSSS S::aZWE am� 11,111 5 0 ON 0 am vom low me ■ 111M 11111 :■SS:- :S•_--/S— .:.... III/ ■Smm No ' _ in s .... .S 0 : S.■.� 5.EvIS s..��.�.. ssNO 1111 =Ems ■ ■ ■■.■I■i■ Som ■■ SS ■�i'�iii�S1-■ ass=S:�SS:S-� S� 11 c�=e8;mss -� S.s .s_. as.ss. .s :..SS...:s m:ssg� ' S■:SS--:=:....SSSS S -•:::SSS:'; ::■SS .S ..1. .IS ■_. S. . .==.- ;�;■� S RESULTS OF R (PESISTANCE) VA:.UE TESTS SAMPLE LOCATION: Test Pit TP-1 SAMPLE DEPTH: 1.0 feet SPECIMEN A A C -Exudation Pressure (psi) 228 321 431 Expansion Dial (0.000111) 25 35 49 Expansion Pressure (psi ) 108 152 217. Moisture Content (%) 18.2 17.4 16.5 Dry Density (pcf) 110.4 112.0 113.3 Resistance Value, "R" 21 36 49 R-Value at 300 psi Exudation Pressure = 32 SAMPLE LOCATION: Test Pit TP-2 SAMPLE DEPTH: 2.0 feet SPECIMEN _A B i Exudation Pressure (psi) 22.8 328 433 Expansion Dial (0 ^00111) 25 34 47 Expansion Pressure (psf) 108 147 204 Moisture Content (%) 21 . 3 20.4 19.5 Dry Density (pcf) 105.4 .106.4 107. 7 Resistance Value, "R" 23 35 46 R-Value at 300 psi Exudatioi: Pressure = 32 Figure No. RESULTS OF_j (RE:;ISTANCE) VALUE TESTS SAMPLE LOCATION: Test Pit TP-3 SAMPLE DEPTH: 4.0 feet SPECIMEN A B C .gxudation Pressure (psi) 228 329 438 Expansion Dial (0.000111) 30 40 54 Expansion Pressure (psf) 130 173 234 Moisture Content (X) 20.1 19.3 18.4 Dry Density (pcf) 105.7 107.4 108.9 Resistance Value, "R" 26 44 60 R-Value at 300 psi Exudation Pressure - 40 SAMPLE LOCATION: Test Pit TP-4 SAMPLE DEPTH: 3.0 feet SPECIMEN A B C Exudation Pressure (psi) 239 323 433 Expansion Dial. (0.000111) 30 44 58 Expansion Pressure (psf) 130 190 257 Moisture Content (X) 22,4 21 .6 20.8 Dry Density (pcf) 103.1 104.0 105.0 Resistance Value, "R" 26 37 43 R-Value at 300 psi Exudation Pressure a 33 Figure No. 6 w t GRAYSON CONSTRUCTION CO, INC. 10151 S W, Barbur Blvd,Suite 203-D • Portland,OR 9'219 (503) 246-3324 4EM0 TO. JOHN HAGMAN CITY OF TIGARD FROM: JAN GARDNER RE: DURHAM RARk APARTMENTS June 3. 1988 Please send copies Of signed "Agreement with Depositor end lru=tee on Savinqs or Deposits" and "Street Dedication Compliance Horeement" to this office as soon as passible. We need these copies for the lender and Our Liles. Your consideration in this matter is areatly appreciated. C JAG: sb Ir �t' C PLEASE TAKE .T-{HIS TOTHECASHIER FOR A RECEIPT NAME: 4L� �t l�, clZ/ .1 .,�c4J� r DATE: ACCT. N DESCRIPTION AMOUNT 10-22000 Refundable Performance Bond Deposit 10-43500 Sign Permits HOP TU $ 10-43600 Public Sewer Plan Check/Inspection Fee 10-43600 Public Storm Plan Check/Inspection Fee $ _ C" 1 40–3600 Street Dedication/Public Improvement Fee $— 2 84°x•4 8 10-43600 Street Opening Permit �0-43601 s�_ Street and Traffic Marking 21-44200 _ Street Light Fee 10-43700 Subdivision Applications: S MI-P 10--43800 Zonina n^ 1030 � jNVEF�TOREi ��TTnnt( M ji�lA1 K YiNEN PATO iS D U l`+l.A- 1-v i j 24-16/1230 L'{ / SLS Q ,)b ) 0 N0 iI(M9 j11w78 22'^ StTl'CF.210 9 B+E��nyltNt 1 Ht Ot(HE i0110'M ^VpN 116 1 1 Al1AA1 ��-�_. ALCf PTEU 11/IUt�PAVMf gMOUNI � w• r.A 1)i 21)1 n/ j�A,, �AtE S12 9 roitTLAND. OA'.ouN -.��LN 4 -- pay to the G 7 BANK 1 00 3 300027 5 11,00103011• x: 12 ,- ...r/VU23P l s CITY W TIFA RD N o. 31714 13125 S.W. HALL BLVD. P.O. BOX 23397 TIGARD,OR 97223 Date Name Address Lot Block/Map Subdivision/Address Permit p's Bldg. Plumb Cash Ch ec Sewer 01 �i _ Other O?her RecRv� Acct.—No.- Description Amo 10.432 Building Permit Fees 10.431.600 Plumbing Permit Fses — 10.431.601 Mechanical Permit Fees 1G-230-501 State Bldg. Tax _ — 10.433_ Plans Check Fee 30.443 Sewer Connection —�- 30.444 Sewer Inspection 51.448 Street_Syst. Dev. Charge 52.449-610 Parks I Syst. rev. Charge 52.449-67.0 Parks II Syst. Dev. Charge —— 31.450 Storm Drainage Syst. Dev, Charge 10.430 Business Tax 10-434 _ Alarm Permit -10227 Bail -- 10-455 Fines - Traffic/Mlsd�pa�king — 10.230- CPTA T1 3 :1iclMisdlVic. Asst. _- 10.456 Indigent Defense- 30 122-401 Sewer ServicelUSA 30.122.402 Sewer Service/City 30% -- 30.123 Sewer Sevlce /City Malnt. -- -. 30-125 Unmatched -- 377124 -- Storm Dranage — -- ILI ACCOUNTING tR V.D, P�2 � nck-E6O�r f :332- �LT Y-o F I I6AfzD � �NGJ-c�fefXT�fCn ATTr1 '• 10014 14&m^rj IGAZIlf ALfSD rJ LIEAS� Q� �D��ISED (14A Wt f(AVf- (58-TAJN£-r) 114F- ��R LGtS OF 1'� W QC *nCfIN3 cnL QN5ULT/1..ri, F02 THE f ukp()SE. OF -'SQ6r-1 4r36: A P-EvIcAD 7n,-tRa,oe /Q,.�'. PAv.tNr, b5.7GrJ "fo -EP�/V�..E I(�`L J.��ETBvJ GNG�ff..C�,►✓G DESa6rr . ��._ ZO THE .TJ4r�1- Soz.L. CCfJDS T toNS Ont 71£. -5T7 E. o WE f641. 'T'H -r M44 TT--fJG 114E T.-C-A.CD h%X-fJTMu -'�T2ff7 REQULP_fmfN.iS Fb2 fAvJtJ6. 7S Noy NfCE55nlLY. (JJ f- to,4 r.�r Ti-iE RE�rSE'T� PAv.t�lG JES.[60V W1-u BE RFkDr foA. .:�uBw4t't?AL_ .TN , /\13t 'r I pay5. A 77 iNcf(ED a@-,A,2i� '7141 C21G3iJAt toS6NtD AG2sEMeN I S J QVr2Lt) Fol f I #\L, GJ64-OCC 7-01G APP"V4 L I wrri-f A NIf CK JN TN i A.% ovwT or 'lf'3 174. 7A (Oft S?REE, 6Pfj::m6. f E A,,DFwp rmi aTiliA ITtAAAs nrr7f4 1N THE AlfXfEMEN7s f TTM#-(-11) '10 T►12,S is D rl u . { L,E AS E PK.o CSE$S A 5^P N Qnl, tA t. w H f N cA 1'tC.K uP TUC FoR CtgS;,tuerr4rj St7 a PLAI►1 . r� (C5iWJ . C - 104 .33J¢ S-1* .ET DED1CATION COMPLIANCE AGRL' E ._N HITS AURI-LMENT dated this 27th-.-- day of 1988, between the CITY OF TIGARD, a municipality of the State of Oregon, hereinafter Ler-mod the "City", arid Durham Road Investors, a 'Joint venture, hereinafter termed "Petitioner", W 1. T N E S S E I jj: W14FRf'.AS, Petitioner has applied to the City for eApprov,Ai fur dedication of a street to be known as, a portion of, SW 100th Avenue and SW Durham Road as illustrated on the attached plan, and by reference made a part hereof; and WHIPIOS, the City of Tigard requires Petitioners f.�r Vreet dedications to install st.roots, sidewalks, stroot lighting, storm o-owerb, sanitary sewers, underground utilities and other public facilities for the development of the street and requires the payment of foes; and W111-RUAS, the City has adopted the Standard Specifications for, Public Works Construction Or-Ligon Chapter APWA, for street, storm drain, structure and related work, and Unified Sewerage Agency Standards and Specifications, for sanitary sower construction, prepared by professional engineers, fur public street Improvement; and WHI RLAS, the public improvements to be vuristructed in the said stroot area are incomplete, and Petitioner has nonetheless requested the City to permit dvdications of the property to the public and the parties heroin named desire to protect the public interest generally by legally enforceable assurance that public improvements will be installed as required and completed within the time hereinafter set forth, NOW, T HE RE FOR[, in consideration of the foregoing premise and they covenants and agreements to be kept and performed by the Petitioner and its surety, 11 IS HLREBY AGREED AS FOLLOWS: 1 . Petitioner shall proceed with the intent and purpose to complete all public improvements as shown on the impruvemoni, plan, as approved by the City or Tigard, prepared by nurton Engineering and Surveying (Tigard, Oregon) , I ,aid improveitivrit.- tt., be completed no later than one (1) Year from the date of this c4,jr-ooiiun1,, and Petitioner hereby agrees to comply with standard 9POcificatio-l'i as adopted by the City, or as otherwise bo or have bean approved by she Department u, i.ommuniLy Development, to comply with all terms and pruvisiuns specified horeinrogard this improvement by the Council and Planning Commission .f the City of Figard, Oregon, and to use only such material and to follow such designs as may be required to conform thereto. Petitioner shall provide certification of installation conformance, And one as built myli.4r, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvement work fur City conditional and final acceptance consideration. 2. To assure compliance with the City' s roquirpmonts and the provisions hereof, Petitioner te-idors herewith to the City a surety bond In for-in approved by the City, with liability in the amount of 83 247:00 a copy whereof is hereto attached and by this reference made a part - hP'rouf. Petitioner's contractor shall be licensed, bonded and insured, 3 . In the event .tat; the PeLiL.iuner shall fail ►eglect or refuse to proceed with the work in an orderly and pr-ug r•essive manner Lu assure completion within tho time limited, upon ton (10) clays' notice by Lho City to the Petitioner and the Petitioner' s surety, and such default: and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against the Petitioner and the Petitioner's surety arid in the event: the same be not paid, to being an action on tho said band to recover the amount thereof. 7n the event: that: such action bo brought, the Petitioner and the Petitioner' s surety shall be required to prumiso and agrre to pay, in addition to the amounts accruing and allowable, such sum .as the court shall adjudge reasonable as attorney's fops and costs incurred by thea City, both in the Trial Court and Appellate Court, if any, or the City may At its option bring proceedings to enforce against the Petitioner and/or Petitioner' s surety specific performance of the contract and compliance with the standards adopted by the City of tigard, and in arty event, in a like manner, the City shall be entitled to recover su-..h sums as the court may adjudge rocksunable for the City's aLtorney' s fees and costs, both in the Trial Court and Appellate Court, if any. 4. Petitioner, concurrent with the excicution hereof, shall deposit with the City an amount estimated to equal pule Arid luminar maintenance fees for street lighting facilities according to Portland General Electric Schedule 091 , Option 8 together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities fur a period of two (2) years from the date of initial energizing of said lights, said amount being $483 ,84, 5. The City agrees to make and provide periodic: and final inspections which in the City' s interest are desirable to assure compliance herewith, in consideration whereof the Petitioner shall pay the prescribed inspection fee of 4% of the total estimated cost of the construction; said fee being Project Fee 2 849.48 and Sewer Fee $480.40, 6. The City agrees to install certain street identification signs arid tr•afrir, signs for said street-, in consideration of payment in the amount of $163 .00. 7. Atsuch time as the public improvements have been completed in accordance with the City's requirements, Petitioner- shall submit a "certificate of installation conformance" to the City to notify the City of readiness fur accept.Ance inspection and, then, upon notification by Lhe Department. of Community Development that the requirements of the City have been met, Lhe PetiLiuner will submit to the City a good and sufficient guarantee bund, if riot already provided with tho performance bund, farm approved by the City, to provide fur correction of any defective work or maintenance becoming apparent or- arising within one (1) year- after conditional acceptance of the public tmpr•uvements by the City. 8 . Petitioner agrees to provide for correction of any defective work arid/or maintenance becoming apparent or arising during the guarantee period as hereinabove scat forth. ----- -------- r such tin► Is all public impruvemoriLti h. been complo ted in <•.0 ur•dwico with the City's requirements, Petitioner- shall notify the City of re,►diru";t; for final inspection and upon cer•L.ificat:i.on by t::he Department of Connnunit.y DevelopmenL that all requirements of the City have bean mot, Lhe Council to accept said improvements, for operation and maintenance responsibility, and release the Petitioner's guarantee bond. IN WI INI SS WHEREOF , the parties have executed this agreement pursuant to authority in oath of thrum. CI I Y OF III ARD: PE: ITIONF R: Durham Road Investor Joint rVe"_. By B Director of CL► nity Dev to meat _ P E�Y:.___ (Attach Notary A(knowlodynk:lnt: hereto) ReLur•n Signed Copy to: 77 "? 7, i f�Y �� — Durham Road_ Investors Joint Venture X 5125 SW Macadam Ave. . Suite 210 _ Portland,tland, OR 97201 /Ha K C 8. ; f �` ACRUMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSITS This agreement to for the purpose of fulfilling the requirements of street- Dedication Compliance Agreement dated . i`1 NY ' I ', S, between the City of Tigard and Durham Road Investoraand is entered into b the Depositor Durham Road lnVeAj=s0nd .0rAynn Rank Trustee. ( Bank ) The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the paysent of all funds or securities held by Oregon Bank as trustee in the amount of $H5,247.00 in Savings Account No. 77-77TM7 (MBIA) W"0"440 NA in the Oregon Bank in accoriance with and for the purpose of Bonding trget/Sewer improvements described in the above stated Street Dedication Compliance Agreement. It is understood and agreed that the Oregon Bank will hold such funds or securities in the amount of V352247.00 until an authorisar.i__ vL 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 of Nom-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be -paid to or accrued as directed -by the Depositor notwithstanding anything contained hers n to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of %gard. Signed and dated at /�� . Oregon. r ~ This ' day of ' ' . 19 DURHAM f IN 0R0 / Hy: f gnature o C of T and S nature of De os or l 3_Yf 7 u�r' L)f `j 7723 !L! 5.LA). M�. A, L'0 Address Address ACCEPTANCE Oregon Bank The undersigned hereby accepts the funds or securities deposited in the amount of S,'!5,247.0(I this 1st. day of flaw 19fM and hereby acknowledges receipt of the WwoobwAt Savings Account No. 7 i-10'+ �`�`� (FI1?I A ) t vol%\t>xe UbtilititAxibtxb6obblkxN6xxxxxxxxxxxxxxxxxxxxxxxY)Mt�KI—X! WWid\ii\664k &kb&6k kadmad�fgXxittiYh?OIOtlo1►tMo( It is further agreed that said account will be held for the uses anti purposes above stated until authorization for disposition is Rranted by the City of Tigard. IHL URLGON Ufr, an IIr1,yU11 rola {1111 it 1(111 I 1 ' Auth r .ed Signatult 1a3531P / 794 3857 / r�� d� ()�, -17 208 Developer Ungineer Agreement City Engineer 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 RE: _ �UR�AM . �� (Name of Prujecl) Dear City Engineer: We hereby certify that 1J+0tAF S (2TDN (Name of Engineer) has been retained by �. piz� rJEit (Name of Developer) to perform the following work pertinent to the above project. I . 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 construction 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 . 8. Obtain City approval prior to any substantial deviation from the approved plans . 9. 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 l.he above duties Cll! le rlsl� Engineer \ I 7 —-- May 16 , 1988 � �' b Date Date sb/3512P CITYOF Tit�ARD May 26, 1908 OREGON Durham Road Investors, Joint Venture PO Box 3917 Portland, OR 97208 RE: 108th Avenue t Durham Road Improvement Dear Mr. Shepard C Mr. Hall: Enclosed please find the Compliance Agreement and Performance Bond (forms) for said project. After signature thereof by the principal(s) and notary and, in the case of the bond form, by the surety, please return both documents for final processing. After City execution and acknowledgment, a copy will be transmitted to you, for your file, by the City Recorder. Subsequently. thereafter, the approved public improvesient construction plans can be issued upon receipt of a check, in favor ,of the City of Tigard, Oregon, In . . the sun of $3,976.72; being the said agreement (therein stated) deposit/fee(s). Yours truly, John S. Hagman Engineering Tech. ce/6028D Enclosures 13125 SW HOtt Btvd.,P.O,Boa 23397,14ard,Oregon 97223 (603)639-4171 .+..+arMw n►... -w— ♦ OF 9W ••tri.-..»��.,f.�..... - ......w.��.►. LFTT'_R OF COMMITMENT (Performance Bond) We have received from _ _ _ a loan commitment in the amount of $83 .247.00, r., finance installation of public improvements located in the City of Tigaru, :aid improvements being commonly known as SW 108th & Durham Road T.mprovemetit. This loan commitment is specifically for construction purposes for: of the aforesaid total commitment has been allocated for construction purposes for: 1) public streets, including driveways, aprons, sidewalks, lighting and curbs 2) sanitary and storm sewers. All such improvements are to be completed in conformity with City approved construction plans and the Street Dedication Cumpliance agreement thereinregard. We have agreed that disbursements of the $83.247.00 wi,l be made in accord with the following schedule upon completion of each, or all, item(s); but not including the hold--back described below. ITEM AMOUNT Street (base rock, leveling rock, base A,C:. ) $45,435.00 Sanitary Sewer & appurtances $12,010.00 Storm Sewer appurtances $25,802.00 We have entered into a "Straet Dedication Compliance Agreeient" whereby we have agreed to install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above--stated funds to pay them to us only when the following has been adhered to: 'I hat the City of Tigard has provided certification acknowledging completion of any or all work pursuant to the above iLomized schedule of imi. :1vements . Pursuant to the above schedule, 20 percent o` the commitment funds (i .e. , $16,649,40) will be held back through the normal one year guarantee period or until final City Arc.eptance of the project takes place or lanti ). the City is prouided with a separate maintenance bond, effective for :laid one year pe-iod form the date of City conditional acceptance of the work, to assure continued freedom from defects, and maintenance, during the guarr Lee peric,d. .ak.;;tr�ptwairw4i�lurauxaP.Gwgtle�..#�Gas�uYluiGiifeh ;.. .. _- - ffi Page 2 Letter of Commitment Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment that the City of Tigard shall have first clam and priority to the sum of $83,247.00 less disbursements approved by the City of Tigard shall be held available to satisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. It is further understood and agreed that the aforesaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $83,247.00 lkss disbursements approved by the City of Tigard shall be held available to satisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. Date' — Sincerely yours, Durham Road Investors Joint Vonture By: By v Approved and Accepted: (Lending Institution) By: (Title) (Attach notary information and 9ignature(s) authority) Address : -sem. CITY OF TIGARC, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPROVEMENT FEE COMPUTATION SHEE' 1 � Project Title: 1�� B. ��vM �,�- prv, Imprv� �� ype: _ w Computed Ely : j,i Date: 1 . PROJECT PERMIT FEE (T.M.C. 18 . 164. 150) : A. Improvement cost estimate, less sanitary sewer.. . . .f 71 IP (Adjusted Cost) SL B . 0.04 xf_-�1 z3 .� . . . . . . . . . . . . . . . . . .f----- , 4�.4 - - - (Adjusted Cost) 2. SANITARY SEWER MAIN, PLAN CHECK AND INSPECTION FIE (Ord. No. 85--02) : A. Contract surcharge applicable . . . . . yes, no. — (agreement name) 8. Sewer Improvement cost estimate f IZ CHIC sa (sewer est. ) C. 0.04 xf__—ILloVO , _ = $ '*bo 't°_____..._ (sewer estimate) (fee) [or] $100.00 min. , whichever is greater . . . . . . . .f_`_ 4' '� 3 . STREETLIGHT FEE (T.M.C. 18 . 164 . 130 (x) 6 3 .08.01.0) : A. P.G.E. Schedule No. 'I __, Option No. Type of Lamp H.r.�..— h /Watts Type of Pole 706c"- at Height (monthl rate) (no. of lights) (monthly rate) (no. of oles) mA f 18.14` + 1 . 4!;' x 24 months (subtotal lights) (Subtotal poles) 4. TRAFFIC-PEDESTRIAN SIGN FEE (T .M.C. 18 . 1.64.0.30(u) . A. Stop: _ @ f_ _. ----- f_ (number) (each) (subtotal) B. S t. Name: — - - @ f ------ - f --- C. Combo: _ _L.�_. @ f �. = f D. No. Parking: .-.------ @ F@ f (Mist . ) -- @ f Sign(s) Total . . . . . . .f r 5 GRAND T01-Al (FEF'S DUF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Rocpipt No. : Date paid: check Crash 0920P UNIFIED Uff; SEWERAGE Date AGENCY File 150 N. FIRST AVENUE Project HILLSBORO, OREGON 97124 (503) 648 -8621 'subject TO - - �� '12 ;7 — e Item Copies Date Description _ n as you requested Remarks Ll for your information __� _.-_--._—_- ---.-----__--- --- f_1 for your approval for your review - - � return requested From 81-419 ■[ le �► i . THOMAS N. f3l' -ON doDZI ENGINEERING & SU,. VEYING 302 TIgird Pjgza SHEET HO. OF TIGARD, OREGT 9722.3 CAL.CUI.ATED Dv DATE (503) 639-6116 CHECKED uv._.. SCALE Sall171-4 R, it �1AJk ac, oo /zoar,c) roAi 45--00 '/9001 or 9� �?�I�C�✓C /�X T G 1 X T G 5AIV FX%EW!U 5,4AI. NG'fc7f�• It o rAc_. i Bpi ZA I I � 1 I i yI m � o b �7j �T r 05373 s rt s�R w ,.w1>,„ILMeww Mw 11411 — KIM w THOMAS H. Bl' TON ENGINEERING & S,�Y..VEYING 302 Tigard Plaza SHEET NO • TIGARD, OREGON 97223 CALCULATED Dv - DATE-- (503) 639-6116 - CHECKED Ov..___ DATE . . FTSCALE-...------.__._-----_.------ ----_. �( ?A D WA i �A N T/^/(7 /0 537. '0 i C BA5Z Z. /�:eYKr�" c:. �G', 5- r�. vV �> _ C - �e i I i I /,A ILL � �ELcaCATE C.�lICH Li�t/G•" TG^ ` 3 ��vL.ot� RD (Vukw C/Ty 2 3 198R F a � � Co Py May 20, 1988 CITYOF TI�ARD OREGON ,Burton Engineering ,302 Tigard Plaza .Tigard, Oregon 97223 RE: Durham & 108th Avenue Improvement Dear Mr. Smith; Attached please find one copy(s) of a public improvement plan. Said plan needs to be circulated through the below- nuL-ed agencies for review acknowledgement arid, subsequently, returned to this office. Very truly yours, ohm S, Hagman � Engineering Technician 3397P/0048P ' /X/ PGE Company P' y /X/ Northwest Natural Gas Co. 14655 SW Old Schools Ferry Rd. 220 N.W. Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim Johnston, 643-5454 SEE: Ron Polvi , 226-4211 (X/ General Telephone Co. /X/ Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Ed Wilmott Metzger Water District / / Washington County Fire Dist. N1 6501 SW Taylors Ferry Road 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 SEE: Jesse I.owman, 245--3331 SEE: Gene Bir•chell, 649--8577 1 13125 SW Nall Blvd.,P.O.Box 0397,Tigard,Oregon 97223 (503)639-4171 — i /k$ Tualatin Fire Pr•otoction District /x/ wi llamrtte Cablca 2066 1 SW Wanton 14200 :=;W Brigadoon Court Aloha, OR 97007 Boavorton, OR 97005 SEE.: Gene Birchell , 649. 8577 SE:E: K. J. Street, 644-3188 Tigard Post Office / / State Highway Division 12210 SW Main St. 2131 SW Scholls Ferry Road Tigard, OR 9722.3 Boaverton, OR 97005 SEE: Steve Kaufman, 639 -1/30 SEE: Lee Gunderson, 229--5002 /_/ U.S.A. Corps of Enginoors /_/ Wash. Co. Land Use & Tr•ansp. `state of Oregon Courthouse Division of Statelands 150 N First Avenue 1600 State Street. Hillsboro, OR 97124 Salem, OR 97310 SEE: Ron Aase 648-8830 SEE: Bill parks 378- 3805 U.S.A. Corps of Engineers Portland District Permit Evaluation Section '319 SW Pine Portland, OR 97204 SEE: Richard Johnson 221-6995 3397P/0048P 1 d?iG'i.u�C Ro�r-t'p MEMORANDUM CITY OF TIGARD, OREGON DATE: May 18, 1988 T0: Gary Alfson FROM: John Hagman RE: Ownerships along S.W. 108th Avenue 1) #100 (15AA) Edward & Lillian Sattler, 8800 S.W. Sattler Rd. 2) #200 ( ) Charlie & Opal Labahn, 16190 S.W. 108th Ave. 3) #300 ( ) Same as above 4) #400 ( ) Jack & Grace Swartwood, 16260 S.W. 108th Ave. 5) #500 ( ) Stasys & Irene Krosniunas, 16420 S.W. 108th Ave. Paul & Ramune Arlanskas 6) #700 ( ) Michael Elton, 180.1 S.W. Cloverleaf Rd. , Lake Oswego, OR 97034 'i) #1000 ( ) Michael Elton, 9498 S.W. BarbuL Blvd. , Suite #305, Portland, OR 97219 8) #1100 ( ) Same as above 9) #1200 ( ) Same as above 10) #1300 ( ) Mitsuko Baird, 16325 S.W. 108th Ave. 11) #1400 ( ) Walter & Dorothy Lissy 16455 S.W. 108th Ave. Also: #800 ( ) James & Mary Lamkin, 10960 S.W. Durham Rd. #900 ( ) Same as above Note: Microfiche card #12, listed under T.M. #15A and with different T.L. #'s. a a _ NE 1/4 SECTION 15 T2S R IW W p WASHINGTON COUNTY OREGON yv 5' -------_.—SCALE I"=100 i MAP —= 1000 2S I_15 A.A DURHA01 N � ROAD � 's W= {I f.O{ IMS�T�{L ►OIM !-`- Z loo 15 14 W J.JO Ac ' CA{Cf LLfO 11. "a. S R 36 � 1 1+/ 23-74 = 200 411.01 .76 AG. S 300 y JSJAc. 23-78 �^ 35 M 110'--�- \ 430((l Ill Ac (X) e nu' - --- SEE M4 J8S1 A[ 5 2S 1 14 S 8 8 34 A W me { { { 3200 3300 3400 3500 3600 3 t� 3a �4O W b i i : : OQ 3800 4000 4:00 9200 '4bp0 s �: 71 72 « 73 « r ! r1 Q p 7 7e 79 BO RI 82 V i J D J _ r;; A S.W KENT STREETy rf y If Mol nat 41 {� 2900 2 {1 1{ 41 64 at 6,3100 3000 2900 P..800 27400 2600 2500 300 2200 2100 2000 ov 59 at \ ' P y yN v 70 69 68 - 67 =6- 4;t i 1'4 .{r•�r �\l J, T�� FOR / r { ASSESS L9 /ir at:i>.- {' aI tj4{ M ={.•{t'1•f DORNOTERELOY 1/�_. f'0 _ FOR ANY OTNEI IN 23 -7401 01m 4444 . WASkINGTON COUNTY OREGON — I SEE N SCALE I 100 2S I n -� DURHAM�r ------ w' 11 .• ...Y01 W Boo 700 1.DY AC, 2.05 AC. I W 100 9.450 AC. i Q 1000 _ .79 AC. I r 9 !f1OAC 200 3-74 fAC. 900 1.91 AC 1200 t10 AC Soo A 45.95 AC. 27 A 400 //t AC. c� 0 MAP ` `A 1 1 500 1300 `►1 3"AC 91/AC n 23-78 R $ � r 2e I i I....ol 0 320o 3300 saoo 1400 % A t r9 AC 3b 71 72 73 0 f 0 r� 0 a;j S.W. t9 .Sol. �- T �TNu a... ..q 2 2. 1��C 29 oo..I ti 3100 3000 2900 28 �wwc r170 Ito.. • .N N' 0[ Ir, If. 19 /• N A IB � 1 AO + 70 w 69 ; 68 E 6 b Rx r 1800 Zb 21 bk �y..o' .1 ul23 -74 r a,I .•� L r> JN J 1 JN � • N•Y'tI'[ .0 SEE MAP �' 2S I INIAD THOMAS H. RURTC- Y7 ENGINEERING & SURVL .iNG 302 Tigard Plaza LETTER TIGARD, OREGON 97223 (503) 639-6116 Date S"'' �•� � Subject vi 4e/�i�IM /'f1.E�/1' A�" • �—� fZit r C 1Ak y' 41K > c�,E'E' �c✓� Sts n l" i 1 Please reply I Na reply necessary sKINt=_o THOMAS H. BURTO" vw\* Y7� ENGINEERING & SURA► .NG 302 Tigard Plaza �\ u LETTER T IGARD, OREGON 97223 (503) 639.6116 „\ `<<J G\�l� Date TO Subjrcf ❑ Meese reply ❑ No reply necessary i THOMAS H. BURTf . CTS ENGINEERING & SURVL.iNG 302 Tigard Plaza LETTER TIGARD, OREC—N 97223 (503) 639-6116 Date 5 '' c " 6 G To L. ( 7 Subject l k,.)W, �.rN S Sz P1VS M�� En HEt�EVJ�"TH 7 St E A S �'iC-RIovp�. p L.1�JE "oetdt"*ullnp rnr,usst pad 71184 Please ROUTING - REQUEST ❑ READ To 3—&" ❑ HANDLE 14 ❑ APPROVE �� and SIN �`�N`� SIGNED ❑ FORWARD ---- ❑ RETURN �,�j•�li_-� jr;•. _.��Gl�`�I ❑ KEEP OR DISCARD '— ❑ REVIEW WISH ME _ Dote------__--- From_ CITf(*TIfAw RD May 10, 1988 OREGON Grayson Construction Co., Inc. 10151 S.W. Barbur Blvd. , Suite 203-D Portland, OR 97219 RE: 108th Avenue & Durham Rd. Gentlemen: This is sent to confirm that a municipal - regional .3anitary sewerage systec, meeting the requirements of the City of Tigard Oregon, Unified Sewerage Aqency of Washington County and the Department of Enviromental Quality, and subject to regulation by the Ci:y of Tigard, Oregon, is available with capacity to serve the proposed development. Sincerely, John S. Hayman Engineering Technician II 131;'5 SW Hall Blvd.,P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171 '� �Bd' �- `� / �^"t� �.G....�it, i��+.e-1'�_fry ..a�•e:a.,/CG✓ -fie '17v227! aL c.,�F,c�' Cj14� tee'Lfg� �lc.��sz¢. dJ.�-�-��..-....�. ( G+�.�„ cLu„1� +�w.J '�°'`,'ku�� .�°`4G�i%'r��^ �+.�.I.e.c..-Fi1�i�/ r u.ry-;..:,,. k...;,.:w..werw.l:eW4i11wr:oma.d:tld•.aur�ltl�ri...ww'.vWFiYd:wr+rwt�0.y.Yt6]b1si1�N1,i'a/.dNkaeq:••�._ .`.:. THOMAS H. B(' '"ON i o a �//�� _� 1�. A A,?rMo5Nra X404 ENGINEERING & Su„VEYING SHEcTNO. OFF—?1T� 302 :1 and Plaza —-- TIGAkr OREGON 97223 CALCULATED"Y—/D S.,I AI_ _ DATE -S— 3 — (503) 639.6116 , _ CHECKED Dv SCALE. ria L �V1 WA l).SAt,/ Cv777,06-7 L25 cc re c?n/ A �) l�z �� Ci /( i'.t�vG�i�lc, J(�o.G� �lr �., rC►. �� ry 7j C�LL�55 C� [ i 7?W\1 'TV �r120.Or� C1 /03 r 7) 1” � 17 , J .., J sl,,l�La�` zd,tsj,ssrr. Or f) 11AP T SrA AI.DA ev 141q, Z C-A Ce-NNEeT e T I`xI �00.1^c w THOMAS H. BURTON LEFT. F-1 (p l('EU2-MO MI. ENGINEERING & SURVEY...JX 302 Tigard Plata TIGARD, OREGON 97223 DATE (503) 639.6116 ATTI NTION HAc;N1,Q A/_ TO // �n t 0 RE j2 �1 vE_ ---- - -- _ WE 'RE SENDING YOU .0"Atteched ❑ Under separate cover via-- _ __--the following items: C] Shop drawings l-i Prints 1-1 Plans I 1 Samples i ' Specifications U Copy of letter ❑ Change order COPIES DATE NO, DESCRIPTION 11. J I—A _ _ •. THESE ARE TRANSMITTED as checked below: ,01 or approval U Approved as submitted Resubmit copies for approval ❑ For your use ❑ Approved as noted Submit copies for distribution ❑ As requested ❑ Returned for corrections I Return-- ____corrected print¢ ❑ For review and comme t ❑ U FOR BIDS DUE 19 ❑ PRINTS R(TURNED AFTER LOAN TO US REMARKS -.----- .--- _- - -r�.��- LdG�.P /-;T.rl. frrt,-• ,t?ZF-L=—�.sc'%�1.�✓ ,--�e� S--�f"�� COPY TO SIGNED: { '� �RIIOIICf ftp! p•.�wi.s.,4Wl�.alul 00 enclnsurss are net as noted, kindly Ratify us 0: Oncr. �� THOMAS ',i. BI'-TON ENGINEERING & S ,VEYING SHEET N0. OFF 302 Tij�ard Plaza TIGARD, OREGON 97223 CALCULATED BY-D. S.Z -- (503) 639-G11G — CHECKED SCALE 7TH" J ✓Ai�T ;rr4 L _ /)�At,/ C6/777i/G, CaOC' LF � ' ` ' ' �3no•Oo 2) /)'Z C,�vsNcr� e, : - /f z6-(" ;� %y O C,Pvsrl�v L-c vc 1i"Jc /SCC n l 4) CcJP,5 f 6707-re-r< _ /'r..F/�, ��o l O/ L �" '�'.50 3,3S5, r)C� /NGI.•lJDE� C��kB 1�'�F_'n�• �,cl LTJ/'ifAM) ,) Sirs;v✓A�f' J CoNC- ,', / F- 2- 2- BArc �T CLASS ;01-1 i ca e96 4F i ,C'<� 13, 7G0.OD -' I r > > 0 (�iR C./r y- Or 7716A PL, .5-7-1 , (/ttr C/Tt" Ar- T-/GI/l L I twxwl PUI M'NS)Mr.r~May Owl THOMAS H. BI '-FON JOB-- /7LN7 S _��1-�Z�/ ENGINEERING & S KEYING 302 Tigard Plaza SHEET NO. OF _ TIGARD, OREGON 97223 CALCULATED DY (503) 639-6116 ---- DATE--_ _ CHECKED BY DATE -- SCALE sANir4 � c��,� S> Ell CA t.XT D 5AIV EX7-,E7l1D I I /ori4L SZ,�N7 SU � I i t i GIN&* #531 may/ Ogg we I I w.r—wn 0111l �- Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District 1 May 2, 1988 Jerry Oder Tigard Planning Department P.O. Box 23557 Tigard, Oregon 97223 RE: Durham Park Apartments Fire No. - SDP. 88-10 (Durham Road Investments) Dear Jerry: Review of fire department access and hydrants spacing for the above captioned project is acceptable with this department with the exception of the main entrance. As plans are unclear, T am not sire if there is a gate and gate House with a center road island r,r not. If this is Lhe case, the center road island needs to be moved closer to the st _eet and the gate needs to be either a breakaway style or be equipped with Opticom for emergency responding units. Also, if there is a gate on the main etitry, then I would assume there would be some type of a gate or restriction on the secondary entry. We would request that any gates or other devices meet the approval of the fire department prior to installation. Thank ,you for the opportunity of input on this particular project and if 'I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, If I can be of any further service to you, please feel free to contact me at 649-8577. Sincerely, 1'UALATIN RURAL FTRE k0 'EcTION DIS'T'RICT Birchill Building Official. 20665 S.W. Blanton Street WASHINGTON COUN CY Aloha. OR 97007 FIRE DISTRICT NO. 1 gb:TCW FIRE IPRE11OM QUREAU PLANS UARW #577 0 g V APPROVED CONDrTIONAL CHANCES REQLM" 13 INSPWrKft Wt.ten ire r REPORT OF SUBSURFACE SOILS SURVEY AT 9.6 Acre Site S.W. DURHAM RD. (sb S.W. 108th AVE. TIGARD, OR FOR PROPOSED DURHAM PARK APTS. 20 Buildings-274 Units BY DURI"AM ROAD INVESTORS c/o Grayson Construction, Inc. J oI51 S.W. Barbur blvd. Portland, OR 97219 A. Robert JENSEN Architect A . W. 3EOTE(:11NICAL SERVICLS, In,,:. Anthony Wright - Engin,.-et A. COOPER CONSULTANT Soils 'T da o Portland, OR April 25, 1988 IRVIN A. COOPER April 27, 1988 O►rlcE 227.4123 I.TE IIK 01 WILLAMETTE BUILDING PORTL..ND,OREGON 97204 WAeNINITON REE. 246.3463 DURHAM ROAD INVESTORS c/o Grayson Construction, Inc. 10151 S. W. Barbur Blvd. - .Suite C-202. Portland, OR 97219 Proposed APARTMENTS COMPLEX S. W. Durham Rd. @ 108th Ave. 19.6 Acre Site 217 Buildings - 2.1# Units 'PIGARD, OR FOUNDATION SOILS SURVEY Subject:.: Plot reconnaissance to identify property corners and physical features of, the acreage site: a- Orientation of Puildings por Architectural Plan b- Establish pattern of Lest locations c- Id(?ramify subsurface strata d- Assign SOIL LOADING for structure footing design The PROJE('T site is situated at the intersection of S. W. Durham Rd. « 106th Ave. , a roughly rectangular PLOT, 655 x 714 feet in overall dimensions , cornprising 9.6 acres. This is Tualatin River ancient fl )od plain area; the river about two thousand feet to the south. Ground surface terrain possesses gentle downslope N to S, in the elevation range of 185 to 158 feet. (See attached USGS Quad. and Field Topography maps. ) At an initial site inspection, PHASE I plot was traversed (March 5 ) : PHASE I: 4.5 Ac. N. Sector: 574 ft. Durham Rd. r 340 ft. LW 108th Ave. Or)(,n area with field grass. Subsequently, additional acreage was included: PHASE Il: 5.1 Ac. So. Sector: 714 ft. width x 31.7 ft. 108tH Av(�. C`wrier's Residence with various small out-buildings. Major area natural forest ( large trees ) with brush gr.o,ind cnv,?r. Page 1 TURA 1, DAMAGEAPPRAISA1.B n'1'XCT10Ny — -•_ FOUNDATION 6011, Bfllt1 Y�� INVERT OATlOA'3 For the soils investigation, employment of a backhoe excavator was determined to be the most efficient and expeditious procedure to obtain the desired data. With successful reservation of equipment, field work on PHASE I was scheduled March 5. This entailed a pattern of subsurface penetrations , spaced at 80 to 150 feet intervals , to depths of 10 to 13 feet. During the progress of strata exposure, notes were recorded in identification of soil encountered and physical features. Rel- ative density, moisture content, etc. , were noted to permit designation of structure foundation stratum, with SOIL, LOADING for footing design. These details have been recapitulated, and herein presented in LOG form at each Open Pit. i On advice that subsequent negotiations by the Developers had added adiacent 5.1 acres , the latter was surveyed on March 30, designated PHASE II. This group of Open Test Pits essentially duplicated that performed at PHASE :1:: the total 22 locations assembled on a composite Plan Drawing of the entire 9.1 acres. All subsurface exposures of soil strata were notable in uniforrut- ity of material encountered: A- ORGANIC TOP SOIL (w/roots & decomposed vegetation) R- Overlying SILT ( Willamette Silt ) with variable fine SAND inclusions. C- Becominq Fine SAND & Silty SAND at depths of six to eight feet. Below the ORGANIC surface unit ( 6 to 10 inc,ies ) suitable FOUNDATION STRATUM exists: WILLAMETTE SILT This is fine-drained in character, uniform without planes of weakness. Its geologic origin is ancient deposition by the meandering River channel and subsequent ares, flooding. SUMMARY The 22 Test locaLions identify PROJECT foundation stratum at shallow depth, underlying surface unit of organics. SITE PRE:PARATTON for Ruildings and Paved arnos will entail surfnce stripping. This procedure should be monitored, with the intent P,l �r. to provide vibratory-roller-compaction (subject to moisture content) . Structure footings design may utilize Soil Loading up to 2000 Lbs./Sq. Ft. Where areas of lesser density may be encountered, I placement of Filter Fabric may be in order. Construction during late Spring/early Summer may minimize its use, dependent upon weather conditions. Foundation Stratum, exposed to sea- sonal rain, can be stabilized by deposition of 1 to 2 inches of SAND BLANKET. Geotechnical Engr. A. J. WRIGHT hi.i '.•V i, 1F.i I. A. Coo r �U�`�!� CONSULTANT NY t��' V Soils-Foundation Portland, OR IAC:cc c.c. . 1 LI Page 3 of 3 IRVIN A. COOPER 6� April 199 19n8 OFFICE 227.4123 WILLAMETTC BUILDING I[q[D. PORTLAND.OR EG ON 97AO4 WASHINGTON REB 244,3453 DURHAM ROAD INVESTORS c/o Grayson Construction Inc. 10151 S. W. Harbur Blvd. Portland, OR 97219 Proposed Durham Park Apts. S.W. Durham Rd. 108th Ave• 9.6 Ac. S.1.to TIGARD, OR :;ub jest: HA'LAE;DOUS WASTE; assessment. The PROJECT ,:ite is an L-shaped tract, constituting suburban acre- age, fronting 575 feet along Durha,n Road and extending southward 655 feet, widening to 714 feet. The northerly five acres are open grass-covered field; the southerly area has brush with large trees. The Owner's wood-framed Residence and two small "farm" out- build-Ings, used for miscellaneous storage and workshop, are situated on the northwesterly sector. With purchase of the property for Apartments Complex development, this office was retained to perform subsurface survey. This entailed assessment of foundation soils, related tc Buildings footings design. A relatively comprehensive reconnaissance/tra- verse was conducted, entailing 22 Open Pits, excavated by backhoe to depths up to eleven feet. Isased upon observat!.ons durir.j the on-site survey and prior knowledge of the area, it is 'E, t'tIE'IED that no HAZARDOUS WASTES exist. 7 IAC::<:c I. COO EIS c.c. : 1 ConsultaKt Soils - Foundation I if�►. DAMAM;AI'1'RAI.SA_IA Fut;n'IlA►7U,\' ,GuL ►' 'I II IVR ---31rft Vii 1'.Y 1�'1'F'•';'I'ICA r1UNR w IRVIN A. COOPER MON11100011111111 May 11. 1988 Orrice 227.4123 WILLAM[TT[ OUILOINO r011TLAND.OII[OON 97204 WASpuNOTON Ree 246.3453 DURHAM ROAD INVESTORS c/o Grayson Construction, Inc. 10151 S. W. Barbur Blvd. Portland, OR 97219 APARTMENTS COMPLEX S. W. Durham Rd. C� S. W. 10Rth 9.6 Ac. Site PAVED AREAS Subject: Site preparation at areas to be paved; with confirma- tion of granular base and asphaltic concrete surface. The acreage site possesses field grass on 4. 5 acres designated is Phase I; wooded area on 5.0 acres , Phase II. Soil over the entire property was identified as WILLAMETTE SILT, underlying surface unit of vegetation and organics ( roots ) . Surface stripping to expose the fine-grained, uniform, SILT, and area gradinq should hr followed by soil compaction, utilizing vibratory roller and/or sheeps foot. Field work should be monitored to suis weather conditions (moisture content) for selection of equipment and procedure. With atLainmont of soil compaction. , 9042% density, paved areas shall entail : 3/411 minus crushed stone: 6 inches Asphaltic Concrete surface: 21inches; /foot. AASH-1`0 -r- 120 Geotechnical Engr. RO (3 H T !4 / � G�NFr�'R:' A. J8866 Consu 0 i.ON •y2 'r/ 16 � IAC:cc "*C. : 1 :TURAL DAMAOff APPRAISA_I3 1►O NDATION SOIL. I'MMONS I 911R� N►'R3TlCATIONs Av �x �;:i/l• j;,j �7 r/ ter o �" ••, rl •• 1 '� Bfadlef Coe r At- AAA !'� �, '•I '� 1 RUbIT�9b � .�.riroven i�iliU+ , :-;��'•i-;• '��i�'' •�� .100 It " .• �� ......:,• � 3()0 'j Hlteon• �, '(gyp P�� r1;4• Nr di I ,, ,� .�{1:,:.�• .�' Sty^�'L�s' •,�,ii n ':.;�� `� - r. J., ; . 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' �'� ',v \ ;�,•y 1•�t: ..I: �� ..:� � tea•• .t� " / '�4.• '/� ••\` - u \ •00' r...(ys• us�..•�K .� I H 111 'r`~• '�,� �� r .I ?f' i ler 1At % C. r• c o 1'•1d'fl"A1FPW4 e.A[$ �_^..seri � I � .., 1 � • " aAt 14 • i i ' I.1• .Arcll eezRR .r^.R. rAprR i ki I \� C � I 1 • i .:C•Nlr t.N MI. ur � - �- 1�_r ( �� , � I I 1!'f n•. rp G.�. 4 .,� 1 R / •.0-P r*CC.IIn11, I _lei , fly 1.Ar ,� �" .1 'G�' t %1a r'lw S• q ._.._ __. _- •� r14 Err -RECESSED AREA- EEE OVIS !<AC; w CLINE ERAINAEE ELOpSNIT W WASHINGTON COUNTY OVERSIZED 1'10. 0-104 /OR pETAILE. WIDTH Of STREEI i WROUGHTIOROW AOR WEL,Of.P FRAM ANO STEEL 3" LE•PLASTIC PIIS 1 la CJ Q -1`l=Fi B41 , LB T 3 SEV M /4f�S ShR3 A7 G��,. / • + I W/TM 4O�►UN : / rte/ KI RRR----- �\ B cuRe r---•---- -, '4r a 1) CONCRETE TO BE 3000 P.S.I A -'..a• A � � y � 2) EXTERIOR WALLS MAY BE POURED t--[- NEAT AGAINST THE EXCAVATEDA ASLOPEROAD 3) ALL BACKFILL AREAS SHALL BE Ir 1LLER MATERIAL-SU c k IN THE MINIMUM DIMENSION AND MOT[ 1, DING, NQ D-101 . 1 A - A COMPACTED TO 95%DENSITY. i' It T REMAIN TO BE USED WITH RHCE3390 II ° CURB INLET ONLY. SEE 11Wi@. ND. 0-104. MAX. --� FOR FRAME OL'TAIL SEE OWa Na O-KIt. R/W - FOR GRATE DETAIL SU UNII& NO. 0-103 PLAN NgTcscolfcREn 3NAu ATTAIN A MINIMUM • - - B� :OLD JOINT OR 3E[ DWG, NO 0-101 � ComonSSIVt STRENGTH Of 3000 PS.I. KNIFE JOINT FOR SECTION E-6 �.�. IN n DAYS • LUNO JOINT I SEE NOTES TOP _ I 2. FOR FRANK DETAIL, SEE OWG. NO. 0-107, _---410 -- 4-0"� PLAN 3. INA ORATE DETAIL, SEE DWG. NO. 0-106. BASE COURSE • 4 2• TI U• 1T�II --t �r n �:w• URE I lr 2"OF 3N1'-0 � -� 1. ►011 DESIGN 1P[[DS GREATER THAN 10 MfNI THE tMERS[NCT MOUNTABLE \COMPACTS SURGRAOE �f^ CURE C3-300 SHALL BE UUn. i :'• _ � �• " ; :i 'i. r _� TOP OF PAVEMENT . I m n 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 20 DAYS , SIDEWALK ADJACENT TO CURB o , C_J •.• 1 _DITCH_ EXPANSION JOINTS. 3'-0" 3'"O„ r- '7,►-rte `�_. rn t MIN ', i MIN. e. WEEP HOtE / I A. TO BE AROVIDEO li----�1 =T 24" � 27'� 1 I 24' d AT r;![H POINT OF TANGENCY OF THE CURB . NOTES 21 AT EAC.M COLD _DINT. L C •••i (YAx. MAX. IfSX. �!1 __ I. CONCRETE SHA SO PSI AT 2b DAYS 6 SACK MI MP RA >< _ / LL BE 3 0 x , SLUMP RANGE ( AT EACH 110[ W INLET STRUCTURES. OF I Ill" TO 3` O 12 4G DARD M nRUNGS , L`�"'y'�'�T' 4) AT SACH END OF MIVEWAYS 6"WALLS V : �J 6" q•MIS- VARIABLE J ~ 5) AT LOCATIONS AECESSARY TO LIMIT SPACING TO 4e FEET 2. PANELS TO BE S FEET LONG ' ! TYPICAL (SEE l MATERIAL 10 BE PRE- MOLDED,ASPHALT IMPRESNATED,MOM-EXTRUDING, • MIN �r � PROJEC", WITH A THICKNESS OF 1/2 INCH. �• PLANS - S•E G• l I 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, _ I • j 1 CONTRACTION JOINTS " UTILITY VAULTS,WHEELCHAIR RAMPS, B AT SPACING NOT TO EXCEED 45 FT. t-O •2•'3 1[i A. SPACING TO BE NOT MORE THAN 15 FEET 4 FOR SIDEWALKS ADJACENT TO THE CURB a POURED AT THE SAME TIME A5 THE j ,' • 7 e I `_-� S. THE DEPTH OF THE JOINT SHALL Of AT LEAST II/' INCHES. .•,' , -0" 3'-37j ------••111 p CURB, THE JOINT BETWEEN THEM SHALL DE A TROWELED JOINT WITH A MIN. 1/7,"RADIUS. • , NOTcS 4. BASE ROCK 2''0 OR 3/4"-0 93% COMPACTION. BASE ROCK SHALL. BE TO - - - 6" I. 140 SUMP ALLOWED. .. .� . , ', • , .`. !• • m - - y O SUeGRADi of STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INrHES IF MOUNTABLE J 2. BATTER OF LAI" TO I" TO SECTION A�>A ELEVATION B� CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. SECTION A-A SECTION B-S `I I FACILITATE FORM REMOVAL 3. DRAINAGE SLOCKOUT - 3' DIA. PLASTIC PIPE, OTHERWISE SIDEWALK SHALL HAVE A MINIMUM T!41CKNESS OF 4 INCHES. X6" - 2'-41/2--- �8 '( WILL BE ALLOWED A. I.D. PLASTIC PIPE WITH COUPLING. 3. TOP Of WEEP HOLE SECT ION A A AT SUBGRAOE. e. DRAINAGE ACCESS THROUGH EXISTING CURBS SMALL BE COR[DRILLED ON f),yRB 6. DRAIN BLOCKOV IS IN CURBS SHALL Bf. EXTENDED TO BACK OF SIDEWALK WITH 3"0IA. PLASTIC SAW CUT'VERTICALLY IS"EACH SIDE OF DRAIN B REPOURED TO FULL DEPT.1 OF CURB. PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVEk PIPE. 1 WASHINGTON COUNTY U S E '--�T/A" c�A tzD WASHINGTONilCE�1T'tI-- STANDARD INLET MANHOLE DEPARTMENT OF LAND USE r A SEE_ �� WASHINGTON COUNTY CURB NON- MOUNTABLE --] Af,WASHINGTON COUNTY CITYOF TI�ARD CA CATCH H BASIN III D fa c 101 DEPARTMENT OF LAND USE AREA DRAIN, TYPE IT. DEPARTMENT OF LAND USE DEPARTMENT OF LAND USE AND TRANSPORTATION s DWO. No. ( CONCRETE SIDEWALK AND TRANSPOFiTA'TION FOR USE ON MEDIANS Q� DESIGN BY APPROVED BY DRAWN BY D-1 4 AND TRANSPORTATION AND TRANSPORTATION OREGON GA RB DATE CIVft E FELE R DRAWN APWA Nc %:ASMI COlUW Y NO -""-�•' // OATS CIVIL EIgNEER DRAWN AIWA NO. XA� COUIETY NO. OAT! CIVIL EItDNEER DRAWN APWA NO. WANL COLWTY NO. DATE CIVIL EN4NEER ORAWN APWA NO.- WASIL COUMTY NO• SCALE DATE DRAWING N0. Ifi7f�f. / ••, ELLS b3 S5 I-A (MO I�.) D-100 4117/,2& /�•. _ y,� b.e5 4 (MOD.) 0 .0rj / /.1 ef, �C� RLy `•dy !e (MOD.) �- CS-301 ' t� � �- � �--�-�--- �6� NONE CS- 305 ItT.S. 3/14/88 S-1 L- li IL 24'• O" MAX 12'• 0" MIN. Y S • "' DRIVEWAY R/W LINE o•� L A - s- Q J � I Ft/WI 1-3 /8!-- Gi' _.-CONTRACTION JOINT 6 e ��---- Z�-]3/B�--_-�eI' �_ __ SE[DWS.NO D COVERFRANK & I 2 , - 2'• 3" GROUT __STANDARD M.H. N OPTIONAL I •+2 SLOP- I I I RUNGS 12-O.C. i SIDEWALK 23'MIN,RAOlU'J ' 1v� --- ! ! I I -s ,'•FINISH LOCATED ON VERT. L.LJ I yJ LOCATION 1 - -=q - - R a SIDE Of MANHOLE,ADZG Q WI • BI/2• SECTION A-A A v A + WITHIN COVER 2 FLOOR SIDEWALK EXPANSION JOINT B �- EXPANSION JOINT ryA �, • /f; J� I`• CURB JOINT \ Gol CURB P-► / - G, • _ , • • _r - 1. I ° 2 1/2"X 1/2" N •. 1 3'-0" i 30. EDGE FIAT BAR \ N I �• \ ii e 94 2 1/2'X lie SO.EDGE FLAT BAR \\ 4• , I 4" CONCRETE EXTENSION RING C TYP GRATE BAR (!EAa INSTALL AS REQUIRED TO BRING 2 a IUU4HOLE COVER B FRAME TO 0' ACE Of CURB •� tK37GN GRADE- MAX. 3 RINGS 4• SIDEWALK ADJACENT 7T) CURB SIDEWALK AWAY FROM CURB I I/2"EXPOSURE IS' TY►� OR 12' MAX. � PLAN I G"T'1 IG IG 3 X 2 vp"X {/4"t_ --- �--- CONCRETE APRON VARIES _TYR - - , \ •' `ECCENTRIC MANHOLE TOP I4 STRUCTURAL SECTION PRIVATE I ROAD I 1/2 EXPOSURE TO-GDINFORM TO OW0.1 n I I ♦. Q Nc. OW-201 I = -L� 21/2"X 33/6 _ 3' " 40• 34 EDS[/LAT SAN 1 4lk USE EXISTING UT AND a PLAP� C.TO C. �, �"STANDARD 48" MANHOLE RISERS Bp JOINT OR COLD AND A A / PLAN ELEVATION B-p PLACE COLO JOINT. .A - 4' ` SEE DWG. NO. CS-306. V N m ' 'n 4• • RAM-- JOINT MATERIAL OR _STREET -... � • -•�- _ • II _... a' ^ I . EQUAL-ALT. GROUT L6" ;�--2r%- SLOPE S/W IIL� I 11 2 I I I 1 2" TYP COMPACTED USGRAOE l ` 2" OF 3/4" MINUS Lyt�• TYP. - %2 ' • D•:0"T024' MIN 12* SECTION A-/•AL B B - 1 /4 I X1/2"X3"BOLT I 6" I e +• MAx ` SECTION B B 1%FT,SLOPE _FOR WH EELCHAIR RAMP i SECTION A "'- A -�- SECTION A-A � �, _ SEE DWG..N0.C3-306 1 • • • -� N,�TES � . • • f 44 •� 25'MIN.RADIUS •' , :• �� •.+ • • '+ � •• • g MIN. - '•, I. CONCRETE SHALL HAVE A :°;'.'IMUM BREAKING STRENGTH OF 3000 PS.I- +LP �.,COMINLCTi`D9RAV. " e • •o '04 oe° � t7 AFTER 28 GATS 6 SACK MIX. � 3/4 -O A, -�-- - � 4` (AJ 2 CURB JOINT SHALL BE 4 TROWELED JOINT WITH A MINIMUM I/2' RADIUS FOR S/V/ s04/e COMPACTION Y " ALONG BACK OF CURB. SEE DWG. +NOTE S C 3. EXPANSION JOINTS SMALL BE I/2" PREMOLDED ASPHALT IMPREGNATED NO.CS-303 R/1N 1. POURED CONCRETE BASE - 1 SACK MiX, 2]00 PS.I. AT 2B DAYS. `� MATERIAL OR EQUAL EXTENDING FTIOIA SUBGRAOE TO FINISHED GRrf.E . ( I 2. FORM QROOVE:I? INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. C)10 4. SEE DWG. NO. CS-300 AND Na CS-•305. 2 I WASHINGTON COUNTY WASHINGTON COUNTY ,AE), DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY ��- DEPARTMENT OF LANs USE PRIVATE ROAD ENTRANCE WASHINGTON COUNTY FRAME WASHINGTON COUNT GRATE V1�•I�I�al-IINGTON COUNTY q ' �-. OFF OF PUBLIC ROAD WITH / DEPARTMENT OF LAND USE DEPARTMENT OF LAND USE D{: P'VI!1 TMENT OF LAND USE STANDARD MANHOLE r,� M AND TRANSPORTATION v AND TRANSPORTATION CURBS `. AND TRANSPORTATION AREA DRAIN , TYPE II AND TRANSPORTATION AREA DRAIN , TYPE II ( / A[- TRANSPORTATIC'►N to "Cj _ v' DATE C{VIL E NEER DRAWN APWA NO. CORBEL COUNTY N0. DATE CIVIL ENutNEER DRAWN APWA Hn, WASIL COON Y N0. OATS IVIL E NEER DRAWN APWA NO. W/LNl COUNTY N0. DATE CIVIL ENtINEER DRAWN APWA NO. WA9L COUNTY 1101 DATE CIVIL ENGNEER PRAWN APWA NO. WA511 COUNTY N0. Zt Q I ///7/6 -_ aea b.as NONE DW-200 /7 ••- F._, •�--. GFA h•es NONE DW-203 � � ata a•as 5- A D- 107 / / .,�, AFRI b d5 5- e D - 108 1/7ZjC- fZMML K 4.±j.1Z....._ ate, 6 NONE D- 109 Q �' e� NOTES- 1. 3/4' PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY ENGINEER ONLY IN CONC. PAVEMENT 011 GUTTER, AND TO EXTEND THMUGM THICKNESS OF CONCRETE 2 CONST CATCH BASIN PER DETAIL, BUT Wr.H DIMENSION 'W' TO ACCOMMODATE- LARGEST CLASS D CLASS C PIPE DIA 9PECIL IED L CONCRETEATTAIN A MINIMUM COMPIIEfBNI STRENGTH Of 3000 P9.1 IN 2B ars. 4 If APPROVED BY ENGAM,�A, WALLS MAY BE POURED AGAINST UNDISTURBED EARTH, ZXCEPT FOR THE TOP S, WINCH SHALL SE FORMED, RESTORE PAVEMENT MOUND NATIVE MATERIAL S. BACKFILL SHALL BE COMPACTED TO SS% DENSITY THII"HOUT. �TOORIGI AL DEPTH OVER TRENCH TO ALLOW a OVERSIZE CATCH SA31NS • STEPS ARE REQUIRED FOR DEPTH GREATER THAN FOR SETTLEMENT 4 FEET. BCITALL 2 FT. FROM TOP TO WITHIN I FT, OF SUTTON • 1I'�TYPICAL. OR AS Y11 ^\ SPECIFIED 3Y ENGINEER .•. . -SLOPE OF PAVEMENT / SEE DRAWING 110 Cf-304 UH DIS&URBED •\�.: UNOaSTURSEO - [MTH COMPACTED - EARTH ----- CLEAN \ I \ •rf LL-GH ADEU 3/4"-O CRUSHCD NATIVE ROCK MATERIA- U e I H o SUBS BOTTOM OF FOR '•URB PLACEMENT SEE DOG • ° ` �_ _�. O NO CI-304 S DWG. NO. D-004 \ •e, B'MIN THIS PIPE DIAMETER DETERMINES " 1 \� 'w'-SEE TABLE BELOW. • , , 2T'MAX. SEE DRAWING NO D-100 FON 1O ^ PLAN S SECTION A-G CLEAN WELL-GRADED I • .. I 3/4'-0 CRUSHIM ROCK PIPE 0.0, -' OR SAND PLUS 6" ►' T Y P E • W DIA PIPE SIANIMRC C-1 k` 10%12' PIPE FF 11•• 11 OASE p FOR ORATE. TYPE SM DbG N0. D-173 --.-. - S E�T I 0 N �)-B :,IIE6UIRES TWO GRATES SEE PROJECT NO. - DRAWING No 0-102 g7-424 *"STANDARD S *OVERSIZE' ARE 'Iy' Wf:H IHGTON CO IF]IGNAT IONS PIPE BASE ' ' T R E N C 1-1 BACKFILL DETAILS WASHINGTON COUNTY' sHEE r ALSO FEE Ft;l ,t DEPARTMENT OF LAND USE CATCH BASIN OWG No 0-100 {�rI 108TH AVENUE , DURHAM Ri AND TRANSPORTATION am" NO0-104 1 DATE CIVIL ENO'll[ER OMWN - APWA ND. WASH. COUNTY MQ S OF yl r,,ytli 41 1 s.G Vit.+ _ seI► . • ! , - _ -- \- , _ --- ._." _._..� _ ....•�....�w,��_._._ w..oma..neswwR.4a!ile•Ke!Mr,1�IR1F.uw.,...r...�, .. .. _ , .. f 1r rlf 111r i "i�l`r"!' I (t`,)i Iji�l�ih f III Alt ri flf II III III ilf rIl 111 Ilr III III 111 III 111 Irl Irl 111 III III III fjl III III 1rI III 1'I 111 .�......,�.:. - 1 r `� 1 1 1 1 �I I � i • I' I ! I � I 1 I I ( I � I I I � I I I { I I I ,,� I � i � I I 1 1 ( 2 3 4 5 F _ 7 8 0 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -_ THIS NO T Iji•tr•IT IS DILE TO r �' QUAt2TY OF THE ORIGINAL L RAwiNG, Oc Asa ez a 9z sz �z Ez zz la oz of el t! 91 s1 til c a II of 6 9 t 9 s frA fN.uN 111IUIf111n11uulun�Ilulll)IIIIIIIIII�rfM�El�ttMlatM1� II�Nii�IN1�11�M�111HI�Nulaa�aMlu�rNllrN��lr�rfl�f}f�111�1}}Tfi}i}�iNIlalu111ulllul��lflr - . JULY 10 1992 i. " � a my �iw y -.--.- w �,.. -••'- - �_-..- .. ....-...._• _ - .,,,. ._ �.. '��:e..Jri«,•.r,rJ. ., _ .. .. r1k ,.�.� o , i'b° I �.+ ':92TP' ,lA.+`F r, ft i �.Z �g II ., " w I NEVIS OM1 ` w PLANTING dPBCt/ICATIUNB � i.r�, y ry�/,+I�DI �p/G A /Ay ,IPIJWT LIST: aA1Nl1 PARC MNiiFQiTS QTY SYMOL DESDUPTI01 ME SPACIM FEM MACS 7NIS NINO / SIS 6IF I pe1�w WHITE BIRCH 2" Cal. Shawn 3-trvr . ,. % AE q�IA 1 Gal . 4' O.C. la r'`% '� %'�✓�' IL �'"'" ►�' ��(�'��'� �i AbeT la grandi flora Ed Goucher 1 1',. TCBS �p ORADO BI:UnEs �F 6'/8' Shown pungens 9 GENERAL: All plants shall conform to all applicable standards of / •.; I/ � / I / I� Al �-� ��}� 1 Gal . 3' Q.C. P PP �, �rT . . 'n Gj? I 12 /t-�r!%1✓ 4'� TCii }�(�p=I�� KING. W1P11= 2" Cal . 40' O.C. TRS iitest edition of the American Standard for Nursery Stock, II�mo.. In hG •_r (� �� 1 Gal , 3' Q.C. ZeMP d%101 rimson King' A.N.8.1. 280.1' r �� // 'fir j / .� ✓1'�/ p ✓ t / �N✓ �� , / I o A.i AZALEA Bl>CCJ ER 1 Gal. 3' O.C. 1 Z TH tJiR(JF?EAII ( lkiNAf� F SEAM ' 2" Cal. Shawn Deeww f _ !' Carpi nus a astlglata SUB9TITU?ION: Only an approved. � / � A4 AZALEA EVEREST 1 Gal . 3' O.C. �.J YWOOD ,]]11NTTPER 41/5' Shown __ . ___ COG Ma w ORE1,QN 1 Gal . 3' O.C. � um penis t N osa GUARANTEE AND REPLACEMENT: All plant material shall h•• �� ! la 1 O1ILim C to 1t6i ioteea 7,nT- yei'r True TTnal acceptance. During thin ttmo / 'I , aqui 0 TJP JAFANE K PINE 6'//' Shown period any material in poor condition or tailing to produce new �w I/ p fy �� . �� i�� A+Z, 7JQ2 TF-J kl„� � �,i/%) 5�/ ! B �� 5� ��. 1 Gal, 3' O.C. IIIMAS rg11 growth shmll he replaced by the Landscape Contractor without cost !`-f / �1 '"��/ 1 ' T ` Mep�eirTam to the Owner, except for Owner neglect, vandalism, or extreme •. "�. � � weather conditions.p I �; 44 DV pp,VID VIB 1 Gal . 3' O.C. Z� K FeTY(;idlphylluR japonica 2 Cal. Shawn .—•D i I'�'�'f �+ %I 1 �;pl,;ti p ��'Nl r r Y�I unit• av i 1 rr I $ -M �i UDERI: 0M,P,EI M , 2 Cal. Shown HERB iCIDE APPLICATION_ : Apply "Roundup" herbicIdP to all areae / �)� `�I / /ti.'r/ tl� A�I� it � ! �I/ �(/ JH JAPANESE �Y 1 C-31. 3 O.C. rums ceraSiTerd Thundercloud showing ieetT �rowiri. A{,plication to be made In Rreordmuce with -/ / I_' J� r rl !� 1 / IIex Crena T 2" Cal. SilawPi mmnufact urpr's directions and Oregon state pesticide laws. Apply a / , �' 1 only during dry weather, allowing minimum of 72 hourr: without �/ 1 " " ' !� ' ' �' �';� ,►�,�., , �/�'�J I��iR- iI r , I rl�` 71 JP aAPANESE PIERIS ;�(TAIN FRE 12 /15 4 O.C. Acer rubI lon rainfall for trannlncatlun. 1f rain occurs within 72 honrR of r G / � �.. ,fit F lf'r15 Japonica WAIN ire ,�„ application, reapply' I 7 / / I% � /✓'� �� -// L t p� , 2 Cal. SI�Vii Vx 7o L LES 1 Gal. 4 O.C. yyrrupslcalleryyanaa' eRp-ire TEXTURAL BUIL. AMENDMENTS: II 1 euro axillarissm MP MT410 PINE 12"/15" 4' O.C. 9 T ,P PI roil; conrta 5 '/6' Shown 1 r A. Compont, as manufactured by Garden Care Compost, Pinus iiugo muos /_p. VI� MAKE b,/v' Si10W11 ... v Portland, Oregon, or approved equivalent., minimum one- �'ryry�y�n�' u u n t�iJ r tru r � � year-old, free from noxious weed Reed and material a 41 CL Q1TO LUYKEN LkJRE1 1211/1511 4'6" O.C. .cer clrclnatm ollecwd harmful to plant growth. Provide three inches in shrub i / I, i ''f/ �*/I 1 �j l I ' )'unus Iaurocerasu5 Otto Luyken beds and two Inches fn lawns. Submit sam le to r r ��✓1 '� t �'1 V/ D �DI✓ �y� L.ndnGUM COVERS c.pe Architect for approval. P ��111 / & OG G(�pi GRAPE 12"/15" 3' O.C. $+- -___. �, R 1 Gal. 4, O.C. / F tl� Ma11pn1 a aqui folium GC (1`I_H_pl_ E �.` R. Gypnum: Granular (calcium mulphate), 50 pounds per 1000 /r PC pp �( T��.TE{� 1 Gd1 . 6, Q.C. otoneaster dCw' er l,Dral Beauty Cotoneas r i IL 5 square feet In lawn or shrub beds. /, I / t �1✓�1`f ✓�;� I�►�Y 144b �uni�rvsl�orizorrtaTis 'wiltoni' 1 Gal. O.C. 1� C. Agricultural Grade Lime: 50 pounds per 1000 aquare feet ) 11 R1 RF TI� PJM 12"/15" 5' O.C.nr I..n .rea or shrub beam. e,., gwiiLFl�r 391!/ F'!' 41 �� 14'00 GV °�F� PERIWINKLE 4" pots 18" O.C. U �\ ! I X R2 RHCO(DEN!" A LCANS FLAW 12 /15 5 O.C. Vi nca mi nor '� PIT" TD ! 'G� /}¢ R3 Rli(AODFN)RON BELLE HELLER 12"/15" 5' O.C. a FINISH GRADES: Grade to Insure positive drainage from all an mcamum 2% p , Planting areas shalt slope away from buildings ��!NE7 �aw/l►� 3 ✓'1"1�j , �Q r0-T &VMr or,j �, NYE: Contractor to verify all plant quantities. SLbffit all glklllfiriE'S wiitl hid, rn 0 at minimum 2Y pitch. Shrub beds shall be crowned at IOi nlopn to J i'1%�.. , `.�. A "0 �� center. Lawn &ream shall have 2% crown to center. Final wades �__ f_u_ .�' i g _,�_� [a, , I I. CNN 0 F1Gi�F1z16� I��v 3'� TA 1�R�t-�7 �REc�R✓ITOE- 1 4-5 3o a c.. ehil 1 he two inchps below adjacent walks And curbn for mulch 00 { �r3%W/ eSGb� JTMUJA �,Ip T'p�,IL�' ,p !. �D appllcatton, and one loch below for sod lnatr.11a!ion. JJ//�/V :/�f�t �} ��•) +i4,U_ ( ILS 12�•(i• ( �/� h•✓Y 11 _ � `-Av0FL °S-TY�� - - - l AW u a $Ui L.GI kvr WdL�. I .rte FAN ' �� 4'" I'/�."� L�i�I�1 AGK- Q`� SOIL PREPARATION: Rototlll all planilog areas to A minimum depth I ! P&7LS{6-nC44iM) MLINIT'L1M / /_`wHl.r� I �` , �y�,- , SDG / / �/ iiT A i�, A-lnoFea. Add textural amendments and rett ll, blending I + ' ��/ I /r/�i �, ( --- --- `U+J K/W J {�J(JLI (� (� ! , 1 amendments with loosened soil thoroughly. Landscape Contractor ' I I _ ��1'• shall remove all sticks, stones, vegetation and dPbrlm turned tip p*WITT WE,00 i'P � r•"'lvr+�•� olof In working moil. At completion of Soil Preparation, Roll •hall NG" ?•� �lGp`✓� 1 I I I ! I t�W,T� 61' I �1 Dir ? fI of ■ floe homogeneous texture. Compact areae to provide smooth II I I II I t � GiZYbTQiI-i L Ii O.G. �•+ -�. L7t�t•1•- t i`�� i� �i/ f7,G, ftnI hed grades. f ' PLANTING HOLE PREPARATION: Layout piants an dentputted on the p ptWit andeir.a ti es h m from planting hula to the required �� depth and two times the width of the rcls hall. Remove all — -- - - -� �1�� 1�f 11,101 Cw � Q it/1/�i /I L., IP r) eubaolla and retrain from using such moils 1n planting mix or ---" 1 fel 7 t�� (`rl(/N�/ �,/ V backfill . Prepare a 1011 ort: an follows: i _ _ CAJ9 _ _ 2 parte native amended topsoil 1 part compost Top-dresm plantingR with fertilizer At the following rates: I r Ground CovPrm (2-1/4" pot) I ounce per plant T GONivu R:1►J 77 1 Small plantR (12"-IR") 2 nuncen per plant Shrubs (1H"-up) I o"nceR per plant LJI'11T1�p 3 t)L_ Trees t3 ouncpa per tree WeiJJZlI. j 117 FERTIL12ER9 -- -- -__ A. LAWNS (Rod lawns): �apDLAwh•1 -- 15-5-10, with micronutrlpntR , • -- L. R. TREES, SHRUBS, AND GROUND COVERS: �Y • , o. , I TV 19-iR-18 with micronutrient AgrI nrm Plant Tabor (20-10-5), 10 gram and 21 gram tabs PLANTING: Place the plant on a stx-inch mound'of compacted Roil I I TVA 4 a L! /T Z ,w •e .e ` "T- ��j �L (� I 1 • • • 2 I '"I n 1 . •Tom upper ha It -' the hole. Remove con,ainer i tine ro burlap i Z I =+5V (from upper halt o' B&B frayed or b Check condition of roots and yrts\ i —'y • cut cleanly away Any frayed or broken ones. Begin backfilling t� G� ° 4 TC3 o! �_� t 3 A -t HJ 4 �z ► T'-1 J L J planting hole, raking sure to eliminate any air pockets or voids ! 1�! 4 "'I - IiJ DRQ by working each layer thoroughly by h.•.nd. After backfilling two- I 2 1. _ Z + A ` ' :birds full, water thoroughly and )lace "Agrifnrm" plant tabor i I I I'1.1 T1 �WN + ♦T'A v �1✓ 2 I I cue ' I -,. (10- and 21-grmm) 20-10-5 formulation around root system at * ! •C f�-•� �! recommend r&tem. Place remaining backfl '1 and Almh around � J \ ' 1. plmnt to retain water. Top-dream plantings with fertilizer. I j\ I Final grade should maintain root ball slightly above surrounding , T�t f o R grade �nnt to exceed one inch) for bark mulch installation. � • P Ti.ir O / o, TREE STAKING: All treee are to be staked or gPyed. Stakes shall I _J Uv • •• �• ' .. • o J • • .oma. Douglas Fir, eight fast long and mtalnad earth tone. L Z Sree tieR RhalI be •'Gro-strait" tree ilea. Guy wires shall be I minfmum two-strand twisted 12-gauge wir3. • _ 2 I < •. IU DIS 10 D PRBF•Y£RGF,NT APPLICATION: Treat plant:ng beds with ,- ,,«emit gen• t •� F I �. K ' e V ... �rF1eTc�e -it racommenaed rates before mulching. Do not a: 'ow , _ _ _ � I y lave areas to he treated. I / � T� � �� _�- � . r55 - 2 R� I • F MULCHING PLANTING RF.U9: Mulch planting beds rttit approved meAl" r — — grTra-roEtp rkcTu.Rt, 3/4-inch minus to a depth of 2 lochs J GROUND COVER PLANTINGS: i'la. Due's - - - L T M II/ TQM °.• I�I,�A ►V - /''� 4 �J p • 4 �R�v� V2 2 TSI _§ • CxclVat n3 g bio el a to too-and-&-^-' - : .-sm �a rc.. ?,r�'•ea-• V I� ■dding soil mix and fertilizern as :..c-_c• _:.cer^?``-v _' / PREPARATION. 7V M �� —_ p ti. • i 1 �� 'F; Af SOD LAWN: Grower: Oregon Turf Parmn, or approved equivaier,:. K After moll preps ratlon, odd Ilse at 50 pounds per 1000 aqua re � � • feet. Float and Brag areas, to achlnvP smooth, firm, mowable - mirface• Add commercial fertilizer, 15-5-10, At R pounds per ,O 1000 ,quern reef• insure poattivp Arafnagp from lawn area. �I > • Yaintaln finish grade at one inch below rdJnr.ont ralka and curbs I?j � j �� • . . � T� ' tnr mud inatallatton. Moisten murface. thoroughly. Place sod I 1� '\ stripe, at KA soda And fitting sections tightly together. \ • • 4J J : , . . Rol) Rod areas to entablimh smooth murface And inaure complete "•I •• Aj A, �, root cnntmct with soil bed. Resp Eod moist for 11rst four weeks. I \ .� e I ,�• MAINTENANCE OF LAWNS: All lawn areas shall be maintained through . l� J mP EhIrd mowing,Rt which time they wt II be referttlfzed and I �`� ! '• sprayed for wapA growth. Final acceptance shall he at full, I J even, weed-free growth. 1 r2 3 5P rfp �- YAINT£NANCE OF PLANTINGS: Midway through the growing Henson � �I �f0 pTa�rlgi shill-Ue Tnepected and any needed replacements M I 2- made. Also, spot s of weed gr of "Round-lip" shall be made to any 4 I 1 _ J J �� •� 'f'!�� J �AA II areas showing signs of weed growth. I � I FST Pr1 w 2 T 7341 i TRP I d #23 CLEAN UP: At job completion, all debris, extra materials, �t � �j QL' nrippTlpa, and equipment shall be removed from the site. All I 1►.iA'at� ✓ surfaces shall be swept clean, mulch arean shall be cleared of n� / �2 • moil. All arran of the project shall be clean, orderly, and / 1�,- ^ t Complete. — -� r �-f w `- Gt, 01LOf�TiTI 66 A � L I'�' Fes- R�a'F 1G1r• o N Ly, I /(i �' ' CzNrK6cmlz-M v5APY c_u,.�AwD QL04-rrIYl66, • L I -tom J P , • I, f Rnvl� 311 :OM�b51' �R �Riu3 p�X�=a�� 2(�GoMFI��T z � _ to � � � • IS-4 L � �.t. — - , 2, �1-r•- Cr�N'r� W 4,141 GoN-TRLIGT P ( Or t_51T� SIL- WIgV `A rHe I ' I TVH L -�- f, L1 � � Tv PPOV IDE 604TIWf l- y 40-I" eW�A � 1�R•-GU�IG Yi�G> IN �L1SL1 — � ,.be � q I +. .... 3•ToTA L I.AV(JN Z7oo �� Jj oL. 4. -At.. p �-+tTp 2�1v Mowl►.� �-fizl I� [-A ?_� L i °�' �, -'2O�/I tri s I N �►L.L�•(J UH rr 601�7'S -TW*- CoLa.n►Ail i • • • J w I rl�Qtl� AMEKD M�NT'��GU�IL YARD � _,l�� • . . • . • . . � • • • • - • � • , , ' Dal. - wall • • b.I� I o►.i/'�G? �'►' , `��F'Ei�aTL ►. ' W 4' e R Ub �P6• G, L.ow N/`ac? ;SE17 LAv�N4 uNrroF D, mow `�'RI',�/ LI WCL�Dt� r_ I ( � ..I••I Drawn e4it„ C, pL,4*4T MArOZld - I/ V ( I '► Y r�A N I Shoollit �P AT ALLY LAW N/1� xrp. I N AG�� , Job T c• 1 C ��,�1 I••�) „, r r , o to Zo � Go FQ` tw g M paiwo ON Ila."No oiawlrMM Of�N� .11•.1. r 108TH AVENUE , DURHAM RL 6 OF 11 1 W ' I ( � ! ; 1 ' - f1�,.�1 I'M I' I)II1� 1111 �1� r1I1 Iir�ij 111�1I 1I1III1 11r'I�r I'If 11r 1I1It11 111�1II IIIIIII 1IIIIII 1IIIIII 1I(I�I1 1I1�111 11111(�II)Icmm.amrmr.0 a ,ad ,� J Y I 1 1 1 1-I' 1 111 i ➢1� � •' - . i � I I I ! t --n • I 2 4 5 6 7 6 A 10 11 12 ` NOTE: IF THIS MICROFILMED !"m'amm"� � ---•!•'• -� DRAWING IS LESS CLEAR THAN THIS NOTIi.�t'f`TT IS OW TO ,,.••" QUALITY of THE ORIGINAL I ► „ �,.. ._ RAWING. of 6Z 9Z LZ 9? %Z in - ftp_�8t _._ )a 07 St - 81 LI 91 fit bl EI a 11 01 -6 9 L 9 S r- C z t'"'•'" - - IrJ11Ut1111u11uullluluulnn�ullul�tlllltttltltt�lln�llwl+IHl�nr�mt�ll�Ip1�iNF�Wllttftl�Ht11tt11�Ht11Nltl II�I�Nllll�tiilif IUu�U1111111�111111111�IWIHA�W11U�llhltll�llll�)IU�I1111 S _ JULY 10 1992 low - 1. 1tr -- - .,. y �• ?*r•.yr.'I++n'.T.: ,. ..a.�r,, ca., - ,,. .:, ...... .. �: ;- .. - .. 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BURTf" � LJU�..I�� ENGINEERING & SURVL.ANG 302 Tigard Plaza LETTER TIGARD, OREGON 97223 (503) 639-6116 Date To i-�y O r T I C, iz.'�`� Subject p>r-E; _ L..1 t, T .,, _r [) Please reply r_; No reply necessary e�ON�D CITY OF -I I RIO*I'**r('E OF Dl.Cl16r.u1\l SITE DEVELOPMENT REVIEW SDR 88-10, VARIANCE V88-11 DURHAM ROAD INVESTMENTS A.PPLICAJION: A r(.-±quest by Durham Road Investments for Site Development. Review approval to allow development of a 224 unit apartment complex on 10.2 acres located at the southeast corner of Durham Road and ,;W 1081.h Avenue. Also requested is an accoss variance to allow the proposod development to be ser-veld by two access driveways where three accesses would normally be required fur, a development- of this size. Zoning R-25 (Residential, 25 units/acre) Location: 161.00 - 16199 SW 108th Avenue (WC1M 2F'i1 15AAO 1-ax Lots 100, 200, and 300) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has approved the above-described application subject to certain conditions. The findings and conclusions on which the Director based decision are rioted below. A. FINDING OF FACT' 1 . Background 'Fax lots 100, 200 and 300 along with adjacent tax lots 400 and 500 were annexed to the City of Tigard in July, 1987. The zoning was changed at that time from Washington County' s R-24 zone to the City of Tigard' s R-25 zone for all parcels except tax lot 500. Tax lot 500 was rezoned from the County's R-5 zone to the City's R-4.5 zone. Tax lot 100 was the subject of a recent request by the current applicant for Site Development Review approval for a 120 unit apartment complex (SDR 88-%JG) . That request was approved by the Director, on March 18, 1988. The current proposal includes all of the area involvod in SDR 98-06 and, therefore, would supplant the prior proposal rather than be in addition to the development already approved, 2. Vicinity Information The property is bordered on the south by tax lot 400 which contains a single-family residence that is zoned R-25 and also by tax lot 500 which is 5.8 acres, contains a residence and several storage buildings used by a roul'ing business and is zoned R-4.5 (Residential 4.5 units/ acre) . Parcels to the west are mostly open lands zoned R-.25 on which a few residences are located. The area north of the subject property and across Durham Road is zoned R---7 (PD) (Residential, 7 units/acre, P lannod Development) and is occupied by the Summerfield p lannPd community. The area in Summerfield closest to the subject property contains single-family residences and the Summerfield Brookside Condominiums. The area east of the subject site is zoned R-12 (PD) (Residential, 12 units/acre, Planned Development) and contains the newly dovoloping Swanson' s Glen subdivision, NOTICE OF DECISION - SDR 08-10 DURHAM ROAD INVESTMENTS - PAGE 1 3. Site Information and Pr-oposal Descr•.ipti.on 'Tax lot 100 is an open, undeveloped field. The parcels slope gently to the southwest. Tax lots 200 and 300 ar-e mostly wooded. Tax lot 200 contains a single--family residence. The parcels have 687 feet of frontage on Durham Road and 600 feet on SW 108th Avenue. The applicants propose to develop a 224 unit apartment complex on the site. The development, would include 28 three story r-osidentia1 buildings containing 8 dwelling units per, building. Also proposed is a single—story office-) and r•eer•eation building, an outdoor pool, arod a spa. The r•ecr-eational facilities would be located in an approximately one acre open area .in the center, of the site. The development- is designed to have access to 108t-h Avenue through Lwo 24 foot wide driveways, The primary entrance would be located 340 fvot south of the centerline of Durham Road. The second entrance would be 240 feet further south at the southwest corner- of the site. Half—street improvements ar-e proposed along 108th Avenue including 20 feet of pavement from the center-line, curbs, sidewalk, and street lighting. Twenty--five additional feet of right—of—way along Durham Road will be dedicated for- future street improvements, a nun—remonstrance agreement for participation in future improvements recorded, and a left turn lane constructed. Internal circulation for. the development will be provided by a roughly square pattern of 24--foot wide roadways. Three hundred eighty one parking spaces ar-e proposed — 118 in garages, 130 in carports, and 133 uncovered parking spaces including 15 spaces near the recreation center and 's3 near the entrances. Four designated handicapped accessible spacer are proposed near the entrances to the site. The proposed site plan calls for, approximately 49 percent of the site to be landscaped. The landscaping plan calls for the development to be bordor-od by 55 Norway Maple trees planted generally 40 feet on center. Thirty—four Deodar• Cedars would be included along the eastern boundary I provide additional 4croening between the site and the adjacent �.,wanson's Glen subdivision. The interior, of the site is to be landscaped with a variety of deciduous and conifer,uus trees, lower- bushes, and lawn. A five to six foot high, site o'oscuring, wood fence is planned for the site's perimeter. A six foot high fence would surround 1.he pool area. The development is proposed to be connected to the sanitary sower— system through installation of an 8 inch public sewer line to an existing manhole located approximately 1150 feet south of the site on SW 108th Avenue. Water service to the site exists from a 12 inch line along Durham Read and an 8 inch line along SW 108th Avenue. Water- service development on the site would include installation of a fire hydrants . Stornwiater• drainage would be provided through a subsurface drainage network draining to the southwest corner of the site and from there through a 15 inch storm sewer, to an existing storm sewer- manhole located just north of the Dover- Landing subdivision, NOTICE OF DECISION — SDR 88-10 DURHAM ROAD INVESTMENTS — PAGE 2 4 . Agency :incl NPO r,omments The Eng ineeri.n(a Division re,v.ivwvtI the proposal sand ofrer-od the followirig commonts : 1 . The proposed 224 uni t apar•I'ment complex carid associated pub1 is improven►ents are shown on three submit:t.ed plan sheets by [Burton Engineering and Surveying and on rihoots numbered L.- 3 ansa 1. 4 by Rosenfeld Assoc. daLod April 12, 1988. This appl.ictal,ion incorporates a previous subiziittal (SDR 88•• 06) for a 128 Lin i1. aparLment complex . 2. Durham Road s designaLed as a major, collector street. Major collector streets typically have a minimum 60 foot right--of-way arid 44 foot pavement width. Since Durham Road links Hall Blvd . and Pacific Highway, greater widths a r•e necessary due to L h e higher traffic levels expected in the future. A 90 foot, right-•of•-way has typically been required for Durham Road for previous developments. 3 . Currently Durham P.oad is a 2 lane, paved street♦ with no curbs, sidewalks or str; etlight:s. The right---of-way is 20 feet wide from the centerline fronting this site and 45 feet wide on the opposite side, Currently, half-street improvements exisL- from Pacific Highway to 113th, 1,250 feet to the west, and from Hall Blvd. to 92nd Avenue, 4,200 feet to the east. A paved path exists on the north side of Durham Road riot- attached to the roadway pavement. Half-street improvements along the Durham Road frontage would widen the existing pavement approximately 10 feet. This add it:ional width and frontage length would not be sufficiP.nL to allow an additional lane, The vertical profile will require realignment or flattening to meet sight distance design standards for a major crillector street, especially just west of 109t, Avenue. Therefore, full half-street improvements would riot be. practical on Durham Road at this time. 4. S.W. 108th Avenue is designated as a minor collector street. The Dr.)ver Landing subdivision, south of Durham Road, recently made interim improvements to 108th Avenue consisting of widening the existing pavement to approximately 20 feet wide and overlaying the existing pavement from Durham Road to the subdivision. No curbs, sidewalks or streetlights were installed. The right-of--way is 40 feet wide, 20 feet from the centerline on both sides . The vertical profile is adequate for the designated classification' s design standards . 5. The propos,ad apartment complex will access 108th Ave. ue in two locations. The main access is approximately 340 feet from the cpriterline of Durham Road to the centerline of the driveway. The access will be 32 feet: wide. The second access is approximately 240 feet south of the main access. This acc..ess driveway is 26 feet, wide. NOTICE OF DECISION - SLUR 88-10 DURHAM ROAD INVESTMENTS -- PAGE 3 a. fho Communi°..y Development Curie requires one access paved 24•-feet wide for each 100 dwelling units. Ther-efore, three 24--foot wide p,•avod access would normually be required for the 224 unit apartment complex. Duca the configuration of this site and that, the third access would have to k�e located closer to Durham Road, staff recommends allowing two accesses . The capacity of the main access has been increased by widening to 32 feet paved width "The capacity can be fur•'.For enhanced by installing curb returns to allow a smoother, transition from 108th Avenue into the site. A sidewalk on one side of each access is also required to connect to 108th Avenue from the site. Access is riot permitted to Durham Road due to the inter-section spacing requirements described in the road transfer agreement between the City of Tigard and Washington County. i 7. The submitted plan shows half-street improvements on 108th Avenue including curb and curb return at Durham Road, sidewalk along the project frontage and pavement widening to 2.0 feet:. from Lhe centerline. The standard for minor collector streets is 20 feet from center-line to the curbs . 8. According to the Institute of Transportation Engineers Trip Generation Manual, Section 220, the 224 unit; apartm,_nt complex will generate approximately 1,370 vehicle t,^ips (in and out) on 108th Avenue per day. the peak hour traffic. on 108th Avenue for the morning will be appr•oxirately 112 vehicle trios, and for the evening will be 157 vehicle trips, 105 entering the site. The existing traffic on 108th Avenue was measured on the first week of April to be 760 vehicle trips per day, with the± peak hour in the PM of 83 vehicle trips . The existing Dover Landing aroa was approximately two-thirds developed at the time of these counts , With the full development of Dover Landing, and the future. additional traffic from the Swanson' s Gl-n development, traffic can be expected to increase '_o 1, 100 vehicle trips per day, or approximately 110 vehicle trips in the PM peak hour, 69 vehicles entering on 108th Avenue. Ther-efore, the total traffic on 108th Avenue to be expected with the planned development. in the near future will be 2,470 vehicle trips per day, or 267 vehicle trips in the PM peak hour, from Durham Road, 174 entering from Durham Road and 93 exiting. Since the main entrance to the apartment complex is approximately 300 feet south of Durham Road, stacking on 108th Avenue at the intersection of Durham Road wi: l not be a problem. Adequate spacing will also be available, for v • iicles to enter the apartment complex without blocking the southbound lane of 100th Avenue. The left turn off Durham Road onto 108th Avenue will be the most difficult: maneuver. Curham Road currently has approximately NOTICE OF DECISION - SDR 88--10 DURHAM ROAD INVESTMENTS - PAGE 4 10,000 veh ' a trips per- day, which can b tpprox.imated to 1,000 vehicle trlios ill the PM peak hour. With tF'iis amount of traffic, the left turn movement of vehicles entering 100th Avenue will be adversely impacted, causing back ups on Durham Road. For this reason, it is staff's opinion that: a left-...turn lane should be required on Durham Road. 9. Storm drainage is proposed to be collected on-site from the roof and paved areas by collector pipe lines throughout the site and discharged .into a proposed catch basin at the south end of thea 108th Avenue street improvements. A second catch basin located north of the main access also connects into this catch basin. Storm drainage is then proposed to be piped to the south on 108th Avenue into an existing manhole just nor•Lh of the Dover Landing development. 10. The existing sanitary sewer, is located south of the site on 108th Avenue just north of the Dover Landing subdivision. The sanitary sewer system will collect the on--site sewer and disc..har•ge it into a new manhole on 108th Avenue, :unitary sewer will be constructed from this manhole down 108th Avenue to the existing manhole just north of the Dover Landing development. Washington County Fire District No. 1 reviewed the proposed site plan and commented that the base of the entrance gate at the p-imary sate entrance should be relocated to the outside of the drlvewoy so as to provide a wider effective access fur, emergency vehiclos. Ine Fire District also commented that the entrance gate should be a break-away style gate. (Note: Since this comment was made, the applicant has submitted a revised site plan which has eliminated the entrance gate. ) NPO MEQ revic-Aed the proposal and offered the following comments : 1 . Increased buffering and increased screening should be provided between t.ho site and the lot iocated to the south of the s.ito which is zoned R-25 but which is developed with a single--family residence. 2. Increased buffering should be provided between the site and the parcel to the south zoned R--4.5. 3 . Half--street improvements should be reacquired on Durham Road. A . An improved, expanded right t-urr, lane should be provided on SW 108th Avenue. 91 A sidewalk should be. provided along SW 108th Avenue. 6 A traffic signal should be installed at Lhe int-e_rsection of 108th Avenue and Durham Road, 1. A comprehensive engineering plan should be developed for Durham Road. NOTICE OF DECISION -- SDR 88-10 DURHAM ROAD INVESTMENTS - PAGE 5 GTE revi.ewoci the pr'il�posal and commented that the developer must provide a trench a.lonq the east side of SW 108th Avenue so that GIE.'s wires may be placed underground. In addition, the developer should coordinate the trench local.J.ons within the development, with GTL'. The Building Division, PGE, Northwest Natural Gas, and the Tigard Water District reviewed the proposal and offered no comments or objections. Jack Swartwood, owner of the property located southwest- of the site which is zoned R- 25 (Tax lot 400), submitted a written request for a fence between the proposed development and his property. No other comments were received. B. ANALYSIS AND CONCLUSION Proposed site developments generally satisfy Community DevelopmerL Code requirements related to density (227 units allowed; 224 units prop!.)sed), parking (336 parking spaces required; 381 spaces provided. 2.24 covered spaces required; 248 covered spaces provided), vision clearance area for the access drive, private and shared outdoor recreation areas, site and parking area lighting, and landscaping (49 percent of the site landscaped; minimum landscaping required is 20 percent) . The proposed use, multiple fam; ly dwellings, is a permitted use in the R- 25 zone. Certain aspects of the proposed site development plan require further discussion below. a. Setbacks Code Section 18.56.050(3)(E) requires a minimum setback of 30 feel: where the side or rear yard of multi--family dwellings abut a more restrictive zoning district. The site plan provides a 30 foot setback along the east side boundary with R--12 zoned property but provides only a 20 foot setback along the southern boundary with property zoned R.-4.5. A revised site plan must be submitted increasing this southern property line building setback to a minimum of 30 feet. b. Access and Egress The site plan proposes two driveway entrances on SW 108th Avenue locatod approximately 340 feet and 580 south of the centerline of Durham Road, Section 18. 108 .070 of the Code requires 3 accesses ror a multiple dwelling unit development serving between 200 and 300 residential units. In the present situation, access is not permitted to Durham Road due to the spacing requirements of intersections , Any additional accesses would therefore be required to be located on SW 108th Avenue. Three driveways on SW 1.08th Avenue would tend to increase congestion rather than reduce congestion. Section 18 . 108. 150 provides for the Director to allow a variance to access requirements if it is found that; (1) It is not possible to share access; (2) There are no other alternative access pointy on the street in question or from another street; NOTICE OF DECISION — SDR 88-10 DURHAM ROAD INVESTMENTS — PAGE 6 MWX (3) The Access separation requirements c:annut be met; (4) "Fhe request is the n►in.i.muni variance ►•equired to pr•ov1dr adequate access; (5) T'he approved access or access approved with conditions will result: in a safe access; and (6) The visual clearance requirements of Chapter 18. 102 will be n►e t. The present situation satisfies these criteria. 'I here is no opportunity for shared access . No alternative access points exist without violating intersection spacing requirements on Durham Road and access spacing requirements on aW 108th Avenue. The access driveways proposed meet Code dimension and visual clearance standards and thus should result in safe access. As partial mitigation for the reduction in number of accesses, the width of the driveway entrances has been increased to 32 feet for the northern access and 26 feet for the ;outher•n access, whereas the Code requires 24 feet wide access driveway widths. The omission of one access is the minimum variance from the standard possible. The variance to allow two accesses to serve the development where chree accesses would normally be required is therefore justified. C. Traffic Concerns The Director concurs with the Fire District' s request that: the gate pedestal located in the middle of the primary entrance be relocated to the outside of the drive to improve emergency access to the site. The applicant has informed the City that the pedestal and gate has been eliminated from the plan. The site plan proposes dedication of an additional 25 feet of right—of—way along Durham Road. The Engineering Division finds that a waiver of remonstrance agreement for participation in future roadway improvements to Durham Road is preferred rather than requiring that the applicant fully improve this section of Durham Road at this time. The City believes it will be best if a larger section of Durham Road is improved at one time, rather than a piece at a time. A study considering how the road should be improved and whether a traffic signal should be installed will be conducted as part of any project for Durham Road improvements. The Director does not find that these items need be required of the current. app- icantas NPO b6 has recommended, but rather should be the r, sponsibilit-y of all partiripant:s in any future local improvement district. Dur to the need to revise the grade of Durham Road, it is riot feasible to construct: the improvements in a piecemeal manner. NOTICE OF DECISION -- SDR 88-10 DURHAM ROAD INVESTMENTS — PAGE 7 The Director 6..�cas, however, be 1.ieve that ti-. additional traffic: genorated by the proposed development warrants the applicant installing a loft turn lane on Durham Road at. this time and half street improvements on SW 108th Avenue. IThe improvements would include 20 feet of pavement from the road's centerline, curbs, streetlights, and a sidewalk with associated utilities. 'The pavement when combined with existing pavement un the other side of the centerline, will provide 30 feat of roadway which should provide adequate capacity for the traffic vnlumes anticipated. Further- road improvements will be required as a condition of approval for any future development or► properties west of the site, across 108th Avenue. This will result in a minimum fully improved roadway width of 40 feet.. d. landscaping arid Buffering Several related Community Development Code sections applicable to this rraview prescribe requirements for site landscaping, buffering between different types of uses and coning districts, and privacy . Section 18 ,56.050(1) requires that development within the R-25 zoning district must provide landscaping on a minimum of 20 percent of the development situ. Section 18. 100.035 requires the placement of street trees in the front and exterior side yards of a development with tree spacing dependent upon the mature size of the trees . Section 18. 100. 130 requires a ten foot wide land-scaped buffer on Either side of the boundary between areas zoned R-25 and R-4 .5 and a five foot buffer between areas zoned R 25 and R--12. The buffer is to consist of a combination of shrubs and deciduous and evergreen trees with spacing determined by the mature size of the trees. Deciduous trees must be n- less than 10 feet tall; evergreens must be no less than 5 feet tall . No other screening is required between these zones. Section 18, 120. 180(4)(A) also requires that bufferirig between different types of uses be considered as part of Site Development Review. Section 18. 120. 180(5) requires that residential structures provide a private outdoor area for each ground floor unit which is screened from the view of other units dnd also that buildings should be oriented in a manner which protects private spaces on adjoininc• properties from views and noise. Section 18. 102.030 requires that: a triangular visual clearance area be maintained at street intersections in order to reduce hazards for vehicular movements , The landscaping plan for the proposed multi--family residential development endeavors to satisfy these objectives, although some modi, ications to the plan will be necessary. The site plan provides that 49 percent of the site would be landscaped.---far in excess of the 20 percent required. The proposed perimeter planting of Norway Maple trees with a 2 inch caliper at 4 feet of height on 40 foot centers satisfies the street tree size and spacing requirements. The maple and cedar trees along the east side of the site will provide adequate screening and noise buffering between the upper levels of the proposed development and adjacent R -12 zoned properties . This landscaping NOTICE OF DECISION - SDR 88-10 DURHAM ROAD INVESTMENTS - PAGE 8 KME MRLMLM�� scheme needs be o x tondod to the Sou Lho e bor-dor of the site abutting R-4.5 zoned proporty Lo provide the required buffer-ing. -1-he maple trees must be at to root tall upon installation; the cedars 5 feet tall , the proposed 5 to 6 foot tall site obscuring wood fence should provide ground level screening, reduce noise, and prevent unwanted t ra r ri c from passing between the sine and adjacent. proper-ties. Privacy for ground fluor outdoor- areas is to bo provided by trees and bushes planted along the building faces and between private outdoor areas. The proposed fence intrudes upon the required vi-:•ion clearance areas on either side of the southern driveway entrance and also in the northwestern corner of the development at the intersection of 108th Avenue and Durham Road. rho site development and landscaping plans need to be revised to remove the foric.o, or reduce its height in those areas so as to provide the required clear Vi3ion at heights greater. than 3 feet. The Planning Division has found that the proposed site development and landscaping plan, as modified by the conditions of approval, satisfy or exceed all applicable Community De-iolopment Code requirements related to buffering, screening, and privacy. Although the objectives of these Code requirements may not be fully real iced until t h v. vegetation reaches maturity, the proposed plans provide adequate consideration for, those objectives and the materials to obtain them. 0, Handicapped Par-king Code Section 18. 106.020(n) requires that one designated, appropriately sized and lorated, handicapped parking space be provided for every 50 standard parking spaces. The proposed site plan provides 4 designated handicapped spores Whore 8 spaces are required . The handicapped spaces provided are well located near- handicapped accogsible apartment. units located on the proposed development' s wast side, between the driveway entrance and also in front of the recreation bLlildint3. The Planning Division suggests that the additional 4 dosignal.od handi- capped parking spaces that must be provided should lic, scattered elsewhere in the proposed development so as to providt, for the needs of handicapped visitors to the apartments, f. Signage No development identification sign location or proposed sign dimensions have been proposed. A sign permit must be obtained from the Planning Division prior to erecting a development identification sign. Directional signs are proposed at each driveway entrance. Sign permits are riot required for directional signs. Sign size requirements for both development identification signs and directional signs are proscribed by Chapter .18. 114 of the Community Development Code. NOTICE OF DECISION -- SDR 89-10 DURHAM ROAD INVESTMENTS - PAGE 9 .j C. DECISION 1 HE'. PLANNING DIRF.-.CTOR APPROVL S SI.It DFVE:101"NI .Nl RE::VIEW SDR 88•-10 mw VARIANCE V 88-1 SUBJECT TO "['HE FOLLOWING C011I1)I I IONS. NO BUTLDTNG Pf'RML fEc WILL BE ISSUED UNTIt.. T"HE ENGINLFRING DI:VINION HAS APPROVE..D 1'I.IIiI...I:C; IMPROVEMENT PLANS AND PERFORMANCE AS:iURAIVC:E S PROVIDING FOR COMPI...IANCE WI FH CONDITION 1 THROUGH 13 . (Staff Contact: Gary Alfson) . CONDITIONS 14-16 SHALL ALSO BE SATISFIED PRIOR 'T'O I'fiE ISSUANCE OF BOTI..DING PERMITS (Staff Contact: Jerry Offer-, Planning Division) 1 . An agreement shall be executed by the applicant on forms provided by the City, which waives the property owner' s right. to oppose or. remonstrate against a future local improvement district formed to improve Durham Road . 2. 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 centerline. The description shall be tied to the existirig right-of-way centerline as established. The dedication document shall be on City forms and approved by the E::rngineering Section, Dedication forms and instructions are available from the Engineering Section. 3 A left turn larie on Durham Road east of 108th Avenue shall be constructed. The turn lane plus the two through lanes an Durham Road shall be a total of 36 feet wide (minimum) from edge-of---pavement to edge--of•-pavement. The turn lane shall be a minimum of 100 feet long, with a minimum transition of 150 feet long. 4. Additional right-of-way shall be dedicated to the public along the 1O8t1h Avenue frontage to increase the right-of--way to 30 feet from centerline. The description shall be tied to the existing righC of--way centerline as psi:abliskied. The dedication document shall be un City forms and approved by the Engineering Section. Dedication forms and instructions are available from the Engineering Section, 5. Standard half-street improvements including concrete sidewalk, driveway apron, curb, aggregate baserock, asphaltic concrete pavement, storm drainage, streetlights and under•grouod utilities, shall be installed along the 108th Avenue frontage, The improvements shall be designed and constructed to minor collectoF street standards and shall conform to the existing alignment. A 12 foot wide pavement with a 3 foot wide gravel shoulder shall be constructed adjacent to Durham Road beginning at 108th Avenue and shall be tapered to the existing edge of Durham Road pavement for a minimum distance of 80 feet. The existing pavement on 108th Avenue, from the centerline to the east edge of the pavement shall receive a 1--1/2 inch thick overlay to increase the existing pavement to full minor- collector structural requirements. 6. Access shall be allowed from one 32-foot wide main driveway and one 26 foot wide driveway, located as shown on the submitted plans. NOTICE OF DECISION - SDR 98- 10 DURHAM ROAD INVESTMENTS - PAGE 10 7. Storm dr•air►ag, in►pr•ove:�metnt.s shall require r•eloc..ation of the pipeline alor►g`108th Avonue to the future strdet gutter location on the west side of the street. Connections to the pipeli.ne from the development shall r•oquire an inlet manhole. 8, Sanitary and storm sewer, details shall be provided as part of the Public Improvement plans. Calculations arid a topographic map of the drainage basin arid sor•v.ice area shall be provided as a supplement to the Public Improvement plans. Calculations shall be basad on full development of the serviceable area. The location and capacity of existing, proposed arid future lines shall be addressed, 9. Tho applicant. shall provide connection of proposed buildings to the public sanitary sewerage system. A connection pormiL is required to connect to the public sanitary sewer, system. 10. The proposed privately operated and maintained sanitary and storm sewer system plan- p.••ofile details shall be provided as part of th(o public improvement plans. 11 . Seven (7) sets of plan-profile public improvement construction plans and one (1) itemized construction cost estimate stamped by a Registered Professional Civic Engineer, detailing all proposed public: improvements, shall be submitted to thea Engino-er•ing Section fur approval . 12. Construction of proposed public improvements shall not commence until after the Engineering Section has approved public improvement plans. The Section will require posting of a 100% Performance Bond or, letter of commitment, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved nub.lic improvement plans. 13 . All work within the existing right--of.-way of Durham Road shall require traffic control . A construction/traffic control plan sha11 be submitted by Lhe applicant and approved by the Engineering Section prior to the approval of the public improvement plans, Two- way traffic shall be maintained on Durham Road and 108th Avenue at all times, with flagger control of traffic when appropriate, 14. A revised site plan shall be submitted for Planning Director approval which provides a minimum setback of 30 feet between the proposed dwelling units and property Lo the south which is zoned R-4.5 (tax lot 500) . 15. The revised site plan shall provide for a minimum of 4 additional designated handicapped parking spaces in appropriate locations. 16. The applicant shall submit a revised landscaping plan which provides for a minimum of ten foot of width of combined evergreen and deciduous trees along the southern site boundary abutting R--4.5 zoned property, The revised landscaping plan shall also provide for modification of the fence adjac.ont tc► the southern drivoway and in Lhe r►or•Lhwestern turner of the site Lo provide for adequate vision clearance at these intersections. NOTICE OF DECISION - SDR 88-10 DURHAM ROAD INVESTMENTS - PAGE 11 'THE FOLLOWING COND ONS SHAI.I., BE SATISFIED PRIOR S,AFF COWACI : JE HIE I,3,GUANC[-- OF AN OCCUPANCY PERMIT : JERRY OFFER, PLANNIm, DIVISION. 17. A sign pe,111it shall be obtained from the Planning Division r-or any development identification sign prior- to erection of thp sign. 18. All landscaping materials and fencing shall be installed .is shown on the approved revised landscapiny plan, 'THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF NOTED BELOW. D. PROCI.:DURE 1 . NoLic Notice was published In the newspaper,, Posted at City Hall and "'ailed to: XX The applicant: & owners XX Owners of record within the required distance xx Tho affected Neighborhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON May 17, 1988 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 arid sent. is given The deadline for filing of an appeal is 3:30 P.M. May 17, 1.988 Questions :: If You have any questions, pleas Planning Depar-tjjj(,rjt, e call the City of -Tigard Tigar-d City Hall, 13125 SW Hall Blvd. , po B(.)x 23397, Tigard, Or-egon 97223, 639--4171 . H618 PREPARED Y Jerr. Off Assistan- DAT Z7' Randall R. Wooley, A ting' ire" pp OVED 10 lacp Director of mLnfLy Development 6A—TP' A (ht/0475D) - F-1 T- 4 ,.I Cl NOTICE OF DECISION SDR 89-10 DURHAM ROAD INVESTMENTS PAGE 12 C11 Y OF 1 IGARI) NOI-ICE OF DF_CLSJ(..)N SITE DEVELOPMENT REVIEW SDR 88-06 DURHAM ROAD INVESTMENTS APPLICATION: A reques by Durham Road Investments for Site Development Review approval to allow do elopmont of a 128 unit apartment complex on a 5,5 acro parcel located at. t e southeast corner of SW Durham Road and SW 108th Avenue. Also requested is n access variance to allow the proposod development- to be served by one ac ss whereas the Community Development Code normally would require two ;q cQssQS Zoning: R-25 (Residential, 25 units/acre). Location: 160007 16096 SW 108th Avenue. (WCIM 2SI 15AA, lax Lot. 100) DECISION: Notice is hereby given that the Planning Director for the City of Tigard has (01PROVED the above described application subject; to certain conditions . The findings and conclusi on which the Director based his decision are noted below, A. FINDING OF FACT 1 . Background lax lot 100 and adjacent tax lots 200, 300, 400 and 500 were annexed 'tp the City of Tigard in July, 1997. The zoning designation was ch'Nnged at that'una.-f rem Washington County' s, R-24 zone to the City of Tigair-d' s R-25 zone for all parcels except 1-ax lot 500. Tax lot 500 was Nzored from the County' s R-5 zone to the City' s R-4.5 zone. No other plications regarding tax lot 1000 have been reviewod by the City. 2. Vicinity In ormation The property "t'9 bordered on thAs" south and west by Mostly open lands also zoned R_R5. Some single family residences exist on these parcels . The per-eels are substantially larger than •other nearby parcels within tho City. The area north of the subject ",property and across Durham Road is zoned R-7 (PD) (Roidential, 7 units/acre, Planned Development) and is occupied I>f the Summor-fi0d Wanned community , The area in Summerfield closest to the subje,�t property contains single family residences and the Summerfield Brookside Condominiums . The arva east of the subject site is zoned R-12 (PO) (Residential, '2 units/acre, Planned DOvvlopment) and cbritains the newly developing Swansor,' s Glen subdivision. 3 . Site Information and Proposal nescripLion Tax lot 100 is an undeveloped open field. The parcel slopes to the southeast. The parcel has 687 feet of frontage on Durham Road and 379 feet of frontage on SW 108th Avenue. The applicants propose to develop a 120 unit, 17 building apartment complex on the site. The development would include 16, throe- story residential buildings containing 8 dwelling units per building. Also proposed is a single story office and recreation building and an outdoor, swimming pool and spa. NOTICE OF DECISION -- SDR 88-06 — DURHAM ROAD INVESTMENTS -- PAGE 1 The developnuont i dosignod Lo have access Lo SW o8th Avenue through one, 24 foot, wide driveway located approximately 240 feet south of Durham Road. Half street improvemenLs are proposed on SW 108th. Internal circulation would be through a network of 24 foot wide driveways. 192 parking spaces are proposed---66 in garages, 64 in carports, and 62 uncovered parking spaces. handicapped parking spaces have not been designated. 1n addition, the site plan does not; illustrate parking lot lighting, The proposed site plan calls for approximately 48 percent of the site to be landscaped. The landscaping plan calls for the development to be bordered by 43 Norway Maple trees planted on 40 foot centers. The interior of the site is to be landscaped with a variety of deciduous and evergreen trees, lower bushes, and lawn. A contoured, three foot high mound conLaining eight white birch trees is proposed to be located between the swimmirig pool area and Durham Road. The landscaping plan indicates that a site obscuring fence is planned for the site's perimeter. The fence' s proposed height has riot been provided. A six foot high fence .is planned to surround the pool area. l'he development is proposed to be connecLed to the sanitary sewer system through installation of an 8 inch public sewer line to an existing manholc- located approximately 200 feeL northwest of the site in Durham Road. Water service to thel site is provided by a 12 inch line along Durham Road and an 8 inch line along SW 108th Avenue. Water service development on the site would include installation of 5 fire hydrants. St-ormwater drainage would be provided through a subsurface drainage network draining to the southwest corner of the site, and from there, through a 15 inch storm sewer to an existing drainage way approximately 150 feet west. of the site. 4. Agency and NPO Comments The Engineering Division reviewed the proposal and offered the following comments ; 1 . Durham Road is designated as a major collector street. Major collector streets typically have a minimum 60 foot right—of—way and 44 foot pavement width. Since Durham Road links Hall Blvd. and Pacific Highway, greater widths are necessary due Lo the higher traffic levels expected in the future. A 90 foot right-- of—way has typically been required for Durham Road for previous development.. Currently Durham Road is a 2 lane, paved Street with no curbs, sidewalks or streetlights . The right—of--way is 20 feet wide from the centerline fronting this site and 45 feet- wide on the opposite side. Currently, half-street improvements exist from Pacific Highway to 113th to the west, arid from Hall Blvd. to 92nd Avenue to the east. Half street improvements along the Durham Road frontage would widen the existing pavement approximately 10 feet. This additional width and frontage length would not be sufficient to allow an additional lane. The future vertical profile will need to include a slight realignment or flattening to moot sight NOTICE OF DECISION — SDR 88-06 — DURHAM ROAD INVESTMENTS — PAGE 2 distance des ,i standards for a major cullec street. Therefore half--street i.mprovoment:s would riot be practical on Durham Read at this gime. 2. S.W. 108th Avenue is designated as a minor- collector street.. The developer, of the Dover Landing subdivision, south of the subject site, recently made irite r•im improvements to 108th Avenue consisting of widening the existing pavement to approximately 20 feet wide and overlaying the existing pavement from Durham Road to the subdivision, No curbs, sidewalks or stree t1ighLs were installed , The right--of-way is 40 feet wide, 20 feet from the centerline on both sides . The vertical profile is adoqua.te for the designated classification' s design standards. The submitted plan for the Durham Road 1nvP_stme,lts' proposal shows half-street improvements on 108th Avenue including curb and curb return at Durham Road, sidewalk along the project frontage ar,1 pavement widening to 16 feet from the center•lin:. The standard for minor collector streets is 20 feet i'rom centerline to the curbs. �. 3 . The proposed apartment complex will access 108th Avenue approximately 2.65 feet from the centerline of Durham Road to the centerline of the proposed 24 foot wide driveway , The Community Development Cade requires 2 accesses, 24 feet wide each, for a 128 unit apartment complex . Access is not permitted to Durham Road due to the spacing requirement of inter•sec.lions and a second access off 108th Avenue would have to be located closer to Durham Road. This closer access could cause congestion problems at the 108th/Durham Road intersection and therefore is not recommended for this site. 4. Storm drainage is proposed to be collected on site from the roof and paved areas by a main pipeline along the site perimeter and is discharged into an existing 36--inch diameter pipe which crosses under Durham Road, Offsite storm drainage on 108th Avenue is collected by a catch basin at the southern end of the site frontage and discharged into the west border pipeline. The west border pipeline is proposed as a public; line on private. property within a 10 foot wide easement. No change is proposed to the storm drainage along Durham Road. A 15 foot wide easemant is typically required for public storm drain easements . Vii. The proposed landscaping plan shows a fence and several trees to be planted along the west- property line. the i-ence and trees will create an impact on the accessibility of the storm drain pipeline. Therefore, the pipeline should be located a minimum of 15 feet from the trees and fence. Since public pipelines are discouraged Lu be located on private property and the apartment buildings are located 20 feet from the property line, we recommend locating the storm drain pipeline in the street adjacent to the gutter. NOTICE OF DECISION - SDR 88-06 - DURHAM ROAD INVESTMENT'S - PAGE 3 w � 6. The existing titary sewer is located north t. Lhe site on Durham Road. The proposed sewer• is collect=ed on site by a main perimeter• pipeline and is discharged into an existing manhole in Durham Road, the proposed sanitary sewer system is to be considered a Private lateral from the existing manhole connection. Washington County Fire District X11 reviewed the proposed site plan and comment=ed that a circulating through driveway would be preferable for emergency vehicle access, The Building Division, NPO 6, Tigard Water District, Northwest Natural Gas, and General Telephone reviewed the proposal and offered no objections to the proposed site plan. No other continents were received. 8. ANALYSIS AND CONCLUSION This development plan generally satisfies Community Development Code requirements related to density (128 units allowed; 128 units proposed), parking (192 parking spaces required; 192 spaces provided. 128 covered spaces required; 130 covered spaces provided), bui'.ding setbacks, vision clearance area for the access drive, private and shared outdoor recreation area? and landscaping (48 percent of the site landscaped; minimum land..caping required is 20 percent) . The proposed use, multiple family dwellings, is a permitted use in the R-25 zone. Certain aspects of the proposed site developm(�nt plan require further• discussion below. a. Parking The proposed site plan does not designate appropriately sized, located, and signed handicapped parking spaces. The Community Development Code requires a minimum of one handicapped parking space for every 50 required harking spaces; therefore, 4 handicapped parking spaces should be provided. No plan for site and parking lot lighting has been provided. Variuus Code sections require appropriate locations and amounts of site lighting (Section 1.8. 106.02.0(q) and 040(m) --- - parking lot lighting; Section 18, 120. 1870(a)(5) -- — Privacy; and (a)(9) .-- — Crime Prevention and Safety) . A revised site plan shall address these requirements as well as the need for handicapped par•Iing spaces . b. Access and Egress The site plan proposes one 24 foot wide access on SW 108th Avenue approximately 265 feet south of Durham Road, Section 18. 108.070 of the Code requires 2 accesses for a multiple dwelling unit development serving 100 to 200 residential units , In the present situation, access is not permitted to Durham Road due to the spacing requirements of int=ersections. finy additional accesses would therefore be required to be located on SW 108th Avenue. Any additional access on SW 108th Avenue would tend to increase congest=ion rather thAn reduce congestion. Code Section 18. 108. 150 provides for the Director to allow a variance to access requirements if it is found that: (1) It is not possible to share access, NOTICE OF DECISION — SDR 88-06 — DURHAM ROAD INVESTMENTS -- PAGE 4 (2) There at no other alternative access po. s on t:ho st.rvet in question or from another strooL; (3) The access separation requirement::c cannot be met; (4) The request- is the ininimum variance required to provide adequate access; (5) The approved access or ac cess approved with conditions will result in a safe access; and (6) 1. visual clearance requirements of Chapter 18 . 102 will be MCI t• (he. present situation .>atisfies these criteria thereby justiiying the single access proposed. There is no opportunity for shared access. No alternative access points exist without violating intersection spacing requirements on Durham Road or access spacing requirements on SW 108th Avenue, The access proposed meets Code dimension and visual clearance standards and thus should result in a safe access . The single access proposed is the minimum variance from the st:and6rd possible. C . Landscaping and Buffering Several related Community Development Code sections applicable to this review prescribe requiremNr►ts for site landscaping, buffering between different types of uses and zoning districts, and privacy. Section 18.56.050(7) requires that development- within the R-25 zoning district must provide landscaping on a minimum of 20 percent of the development site. Section 18. 100.035 requires the placement of street troos in the front and exterior side yards of a development with tree spacing dependent Upon the mature size of the trees. Section 18. 100. 130 requires a give foot wide landscaped buffer on either side of the boundary between areas zoned R--12 and R-25. The buffer is to consist of a combination of shrubs and deciduous and evergreen trees with spacing determined ' y the mature size of the trees. Deciduous trees must be no less than 10 feet tall; evergreens must be no less than 5 feet tall . No screening is required between these zones, Section 18. 120. 180(4)(A) also requires that buffering between different types o; uses be considered as part of Site Development Review. Section 18. 120. 180(5) requires that residential structures provide private outdoor areas for each ground floor unit which is screened from the view of other units and that buildings should be oriented in a manner which protects private spaces on adjoining properties from views ar.,' noise. Section 18. 102.030 requires that a triangular visual clearance area be maintained at street intersections in order to reduce hazards for vehicular training movements. The Iand 9cap irig plan for the proposed multi-family residential development endeavors to satisfy these objectives, although sonic, modifications to the plan will be necessary. The site pla,, provides that 48 percent of the site would be landscaped-- far in excess of the 20 percent required. Perimeter planting of Norway Maple trr.es with a 2 inch caliper at A feet of height on 40 foot centers would satisfy the street tre,3 size and spacing requirements. The maple trees un the NOTICE OF DECISION - SDR 88-06 - DURHAM ROAD INVESTMENTS - PAGE 5 I eastern boundary 1.)f the s :te will provide car_nirig and noise buffering bot.ween tho upper- 1pvels of the propo ;ed development and adjacent proper•t-ies . The pr•opot;ed 40 foot spac rig of t hese trees along th:, eastern boundary must, however, be red iced to 30 feet to satisfy the spacing requirement for- large trees (ave-' 40 feet tall. and more than 35 feet wide branching at maturity) if those trees are used to satisfy buffering requirements between different zones ((;DC 18. 100.080(a)(1)(C)) . The trees must be at least 10 feet; tall upon iris talIa ice: the proposed fence along the east side (constructed of site obscuring materials and at least 5 feet tall . Personal communication with Larry Grayson, Grayson Construction Co. , March 10, 1988) would provide ground level screening, reduce noise, arid prevc.-ot unwanted traffic from r)assing between the site arid adjacent properties• the fend. is provided in lieu o - the required shrubs arid five foot tall evergreens . The shrubs arid evergreens would serve no buffering effect beyond what would be provided by the fence. Privacy for ground floor outdoor areas is to be provided by trees and bush•ds planted along tho building faces and between private outdoor areas . Privacy between ground floor units arid adjacent properties would be provided by the fence. The landscaping plan' s oroposal for tt.e maple tree: to be planted on 40 foot centers places the trees in line with the apa••t:ment unit windows in order to screen ►,iews from these units to adjacent properties. The landscape designer should endeavor to maintain this effect when revising the plan to pl.ac a the trees on the eastern boundary on 30 foot centers . The revised landscaping plan must also remove the Colorado Blue Spruce planned to be located at the northwest- corner of the site within the required vision clearance area. Trees or bushes within the required vision clearance area may be less than three feet !.all or else must riot have branches below eight feet. Additionally, the fence within the r'equir'ed vision clearance area must be no taller than three feet. The Planning Divisicn has found that the proposed site develupment' arid landscaping plans, as modified by the conditions of approval, satisfy or exceed all applicable ':omwunity Development Code requirements related to buffering, scr• ening, privacy, and vision clearance area. Although th" objectives of ':hes(! Code requirements may riot be fully realized until the vegetation reaches maturity, the proposed plans provide adequate consideration for these objectives and Lhe ma'cerials to ontain Lhem. The owner's of the parcels immediately east of the site have asserted in a letter t;o the Planning Division that the proposed site development and 1-+ndsc.ar:ing plans du riot provide adequate screening of views between the properties. The neiahbor has requested that the City require that second and thi-d floor ioi.;rnws in the apartments either be nonopening and frosted or else that tr,e windows be locatad high enough on the internal wall to prevent views from the apartments to the adjacent yards. Further, the neighbors assert that the fence and Norway Maple trees would provide inadequate privacy between the properties . The Planning Division believes that requiring modification:: to thc� windows proposed is beyond Lhe scope of the current review arid additicnaliy, if required, would be an unreasonable infringement upon the rights of the developers rr- the proposed apartment buildif►gs . The NOTICE OF DECISION - SDR 88-06 - DURHAM ROAD INVESTMENTS - PAGE 6 ton i.rig for the Abject parcel has beer essent lly the same since 1983 . -h he same building hoight limit h,%S also bec.ri in effect since that gime. These requiremenLs were in place at the t:in►o of the ,plat approval for the adjacent property. The obligation 10 provide adequate buffering between properties on .1ppos.ite sides of a zoning district boundary lies with both properties (Code Section 18. 100. 130) . 'Installation of buffering materials was not required as a condition of the subdivision plat approval for- the " -jansun' s Glen Subdivision. Typically the City dues riot require the stallat:ion of buffering landscaping materials as a condition of subdivision approval due to the possibility of damage to L;;e. landscaping dur•'.rig home construction and the assumption that most home owners will Provide bufffring landscaping shortly after construction acl.iv.il:y ceases, In the present situation, however•, if the neighboring proper-Ly owners are concerned with the adequacy of buffering between the toning districts, it may be necessary for those neighbor:, to satisfy their landscape buffering obligation now prior to completion of homes on the adjacent lots. d. Fence Height The site plan does riot: note the height of the proposed Pori i►eter fencing. Section 18 . 100.090(a) provides that the Director may allow a fen:e to exceed standard fence height requirements in order- to mitigate against potential adverse effects. In the present situation, the standard allowo ble fence height wo►►ld be three feet along SW 108t-h Avenue---thee front of the developc►ent, six feet high along Durham Road, and eight feet: high along the other sides. The Director finds it reasonable to allow the fence slirrounding the proposed apartment complex to be as high as eight feet in all areas excels the northwestern corner of tht site in order to mitigate against the possible adverse effects of street noise rin the development and the potential effects of the proposed development's density upon n ighuoring properties . The fence in the northwestern c.jrnor of the site can be no taller than 3 feet tall for a distance of 30 feet fr•cm the corner in order, to maintain a clear vision area at the intersection. A fonce between six and eight feet hi(xh is suhJpct to building permit approval , h'or►ce height shall be noted revised landscaping plan, The fence along the eastern bound• ne site should be at: least six feet tall to provide adequat,- privacy between the site and adjacent: properties. o. Signage No sign location or proposed sign dimensions have been proposed. The Code permits residential name Plates of up to one squa"•c- foot in area for every dwelling unit on the development. Thus, a total sign area of 128 square fort would be permitted. The sign _,annot be ).)sated within required vision clearance areas . A sign permit must be obtained from tithe Planning Division •,rior to oracting a sign. NOTICE OF DECISION — SD9 d8-06 — DURHAM ROAD I►►VESTMENTS — PAGE 7 C. DFICISION THE PLANNING DIRECTOR APPROVES SUR 88--06 SUBJLCI TO IHL FOLLOWING CONDITIONS. NO BUILDING PERMITS WIL-L BE ISSUED UNTIL THE ENGINEERING DIVISION HAS APPROVED PUBt IC IMPROVEMENT PLANS AND CONSTRUCTION ASE;URANCI.S PROVIDING FOR COMPLIANCE WITH CONDITIONS 1 THROUGH 12. (STAFF CONTACT: GARY ALFSON) . PLANS FOR MEETING CONDITIONS OF APPROVAL. 13--15 SHALL BE SUBMITTFD 'TO THE PLANNING nIVISION P'?1OR TO .HE ISSUANCE OF BUILDING PERMITS (STAFF' CONTACT: JERRY OFFER) . 1 . An agreement shall be executed by the applicant un forms provided by the City, which waives the property owner'' s right to oppose or' remonstrate against: a future local improvement district formed to improve Durham Road . 2 . Additional right-of--way shall ae dedicated to the public along the Durham Road frontage to increase the right.-uf---way to 45 feet from centerline. The description shall be tied to the existing right-..of-,- way centerline as establishpJ. The dedication document shall be on City forms and approved by the Engineering Section. Dedication forms and instructions are a. .kilab'e from the Engineering Sectior. 3 . Additional right-of-way shall be. dedicated to the public along the 108th Avenue frontage to increaue the right-of--way to 30 feet from centerline. The description sh,-A11 be tied to the oxisting right-of-- way centerline as established. The dedication aocument shall be on City forms and approved by the Lngineering Erection, Dedication forms and instructions are available from the Engineering Section. A. Standard half-street improvements including concrete sidewalk, driveway apron, curb, aggregate baserock, asphaltic concrete pavement, and utilities including storm drainage, and streetlights, shall be installed along the 108th Avenue frontage. The improvements shall be designed and constructed to minor collector street standards and shall conform to an alignment approved by the City Engineer, The paving adjacent to Durham Road shall be tapered to the existing edge of Durham Road pavement for a distance of 80 feet with a 3-foot gravel shoulder. The existing pavemk:,t, from the centerline to the edge of the pavement, shall receive a 1--1/2 inch thick overlay to increase the existing prvemernt to full minor, collector structural requirements. 5. Access shall be allowed from one 24--foot wide driveway 'located as shown on the submitted plans . 6. Storm drainage improvements shall include the relocation of the proposed west pipeline to the street gutter. Connections to the pipeline from the development shall require an over•si.zed catch basin with steps . The field catch basin on Durham Road shall be connected to the new storm drain manhole 02. 7. Sanitary and slorm sewer details shall be provided as part of the Public Improvement plans. CalculeAtions and a topographic map of the drainage basin and service area shall be provided as a supplement to the Public Improvement plans . Calculations shall be based on full NOTICE OF DECISION - SDR 88-06 -- DURHAM ROAD INVESTMENTS - PAGE b dovoIopinent sort. eabiIity. The locat.i.on and acity of existing, proposed and futurt, lines shall bo addressed. H . Tho applicant- shaIi provide connection of proposed buildings to the public sanitary sower-age system. A connection permit is -•equired to connect to the public sanitary sewer systcam. If the slope will permit, the private line is recommernded t, be connected to the existing manhole upstream from tho proposod rnnectiun, 1-his will creaLe an easier crossing of Durham Road . 9. The proposod privately operated and maintained sanitary and storm sewer system plan--profile deta.iIs shall be provided as part of the public .improvement plans . 10. Seven (7) sets of plan. profile public improvement vonstruction plans and one (1 ) item.ired construction cost estimate stamped by a Registered Professional Civil Engineer, detailing all or-oposed public improvements, shall be submitted to the Engineering Section fur approv&: . 11 . Construction of proposed public improvements shall not commence until after ''.he Engineering Section has approved public improvemert plans. The section will require posting of a 10096 Performance Bond or letter of commitment, the payment of a permit fee and a sign installation/ streetlight fee. Also, the execution of a street opening permit. or- construction compliance agreemerit shall occur, prior to, or, concurrently with the issuance of ar)proved public improvement plans, 12. All work within the existing right-of-way of Durham Road shall require traffic control. A construction/traffic control plan shall be submitted by the applicant and approved by the Engineering Section prior, to approval of the public improvement plans . Two-way traffic shall be maintained on Durham Road and 109Lh Avenue at all times, with flagger control of traffic when appropriate. 13 . A revised site plan shall be submitted for Planning Director approval . The plan must provide for a minimum of 4 appropriately sized and situated handicapped parking spaces and appropriate site lighting. 14. The applic,,nt shall submit a revised landscaping plan for Planning Director approval which provides for tre-4!s along the east side boundary of the project that comply with Criapter 19. 100 of ;,he Code for site and spacing, The revised landscaping plan shall remove the Colorado Blue Spruce planned for the northwestern corner of the sit,2 . Any vegetation planned for this area must comply with visual clearance requirements. 15. The revised site plan shall note the proposed fence height and fencing materials . 'rhe fence may be no taller, than 3 feet within 30 feet of the northwest corner of the site in order• to comply with intersection vision clearance requirements . In 0.1 other areas, the fence may be up to eight feet high .in order to mittyjal-e against potential aiverse effects of traffic upon the site and il"Pac'-s of the development on ndjacent properties , Along the eastern property line, i shall be a sl.ght obscuring fence with a minimum height of 6 Feet. NOTICE OF DECISION -- SDR 98-06 - DURHAM ROAD INVESTMENIS - PAGE 9 THE FOLLOWING CONDI JS SHALL BE SATISFIED PRIOR T14E ISSUANCE. OF AN OCCUPANCY PERMIT : 16. A sign permit shall be obtained from the Planning Division for any development identifi -ation sign. 17. All landscaping materials and fencing shall be installed as shown on the approved revised landscaping plan. 1H15 APPROVAL SHALL BE VALID IF' EXERCISED WITHIN ONE YLAR OF 1HE FINAL. DECISION DATE NOTED BELOW. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, pasted at City Hall and mailed to: _ The applicant & o.iners XX Owners of record within the required distance XX The affected NeighL-3rhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON . 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 1.9.32.370 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. The deadline for filing of an appQal is 3:30 P.M. If 4. 4uestions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Mali, 13125 SW Hall Blvd. , PO Box 23397, Tigard, Oregon 9722-3, 639-4171. P` f3E13 offer, A53istant Plannor DATE Randall R. Wooley, Acting Di.-oct-od of Community Development DATE APPROVED— s b/3 G 16 D '` ----Ax � r♦�� r y ±' ♦dor � Cr uet � e♦♦*, RIM u 12 tot"" IC.{Ct. - T NOTICE OF DECISION - SDR 88--06 DURHAM ROAD INVESTMENTS - PAGE 10 Gs�iG1 7th �sM�v�lM 3� ,�rly4bq �01Al�h.' n Z4-& - 33Z4- 11zw.� sit D�4�-1�s�+w. ICOae► �v��tsi�rs �a ,o�v�� Vt►�iHit $ox 3"t%-I OM��ZMS. N Ov. �A S%tS S.1.J�. t'`iC.i�-2aw CaK•� Z.�� w t � h N X 1 .,1 N 1 a o � 0 Q p I f Ailm i `�� a� �� _,.� -------r _�_ �� r �c �.,. �~-- r � � C �� Q` / O Q �_--, ��/ w '-�+ t�•� o -----12'p___ � ��....—_� -�....� s' =' ww � �r7 !AT 4NN 77�I'-1 ►��`'� L f t < �r� ✓"°� a � � 1 . 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Pt-P•rl - Ut�>' '' D'-1211 r,�38 �•(� 108TH AVENUE, DURHAM RI of , . �... - „ Mhuf►VIrIN111 y �11r1i11�11i11111�1�1�1`�Ir�'Flrl�lti ri,1111111[1�111�1� f111 1'11111�111I11 11111; 111�11i�1111r11llllllllll1111111�111111111111111 i111i111�11111i i111P1111i1111�11111�1i111r1�11 2 3 4 5 E ? 8 9 117 I I 1 2 NOTE: IF THIS MICROFILMED o'1°•"y+' -- •-�—• • ___. A DRAWING IS LESS CLEAR THAN THIS NOT ICG•t--n IS DUE TU f �hE QUALITY OF THE ORIG[HAL RAWING. - 4£ 6z 92 a 9z sz 1rx >i_ tt I: oZ 61 91 L I 91 S I fp I f.1 21 11 cl -d 9 1. 9 s 1.. 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