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KNEELAND ESTATES SUBDIVISION KNEELAND ES TATE ' S .--_-- L � l , POS rM01VUMENrA77ON L.y q TH 1/4 CORI, 7R SEC T,ON /4 SEP 8 1941 L OCA TED IN THE - - ------ S irY DURHAM - RD. --- - - ---- --- CITY OF TIGARD NE 1/4, SEC TION /4, T. 2. S. , R. /. W, W M. / C rr. RD. No. 4 29 WASHINGTON COUNTY, OREGON SURVEYED APRIL 1979 BY: BURTON ENGINEERING 3944 S.E* .HAW THORNE BL VO BASIS' OF B,5-AR/NG : B OUNDARY B CONTROL _ PORTL AND, OREGON SURVEY N0. 19/60 { � 77 - 314 c Q /I IV I T/A L !'D/N T ..........» :.-w.. . .,....,.. ..... . .., y . _. v ) Set �'X 36 "Golvonized Iron Ripe .��. and Fo t nd 3/4 / p, rAC T C. C C , 3�4 ��' /a/ _91real P/ � '' N ` � _Z, a.' j Alk 7. 6a� 75' 4 . t TRACT "D'" N 67 N 68, �, 69 �,* I'x /0 0. 48 SAr<<>c R/u!3.( b 5 N 6 6 7519 Sq.Ff. 75 2d Sq. F>. 8 3 8I Sq.Ft. ) - � r 8.3i 198Sq.F+ e,8 .�s� ..sya"//Y b� rc7,- 8 ,8 T 48 „W�� r 470, o 0 , — S yAl � �� RTH� sRE r , .4 _ 2� I Z!, 14, 1 1 O,pg/Y '�-97 I , �z. (� �••ilk' ` k \ . _ 7� 3.� 5•�' ,� �� N N Q v SCALE / - 50' K7614 S .Fs 7336 S f�' 7327 ;4.. ,,�� \ �'St:'�;� 5,�. �:f r\ 7300 Sq.Ff o 1600 Sq.Ff. I j �1 "�. ^1 \ 6� o 0 \ !� I �vc�TE r , J 4► Mcoes ��e ditt N o .9667 Sq.Ff. v 518x 30 /ion 'ad of oI o , „ .3 (V �\ , p� �iubdivision c3lock orners and Curve Points �on d „a cs t 1.,12"x 2 S /rorr Rod of O s¢ 63 9422 S q.Ff. � 7604 Sq.Ff. ` r5, tot Corners un/eS rh'erwise noted. r� 917? Sq.Fl. N, 946 v 94F7 sq. l'. O I \ _ ' �3 5 9 \ Y• o , �, rM ca 0 Modicotes NOT SET (508'X 30",�. R. to be 0 �4 6 r __-__-- \ o / . ..� ►� �`�• �..�� G.2.S-O �•�of,� a ,00stfrronrented). o Q Ca /O 7 6!A-57" 7. G r' .� o \ �U 4 ,i�o�nument F�,and as Noted: ry - See Sheet 2 of ,3 foiw1\0 °� .`� _ MARTHA sTREEET _. chort. /•�S1 '" % 5 3 � 9s 7- 4 7 o tri N A five (51 foot UtilityEosement shall 8`cad sp.Fr. � � �� .Z5' �-r.2S� Co0•G'S' GD•25 � 3,G� L � � <s� �. 8xisi on o/.! front, reor and siale Lot � o i,5,70 ? ��, !Ines, except os shown'. `ti � - ?0.04 � ��o• � � � \\ 1 �C �y ¢ 75 4C Sq. Fl. 7 \� o I8097' Sq Ft. 7565 Sq.Ff. � o 7530 SqFf. t� qlo 0 6 5 \q 4 3 2 / Ft-j Jc8 8.388 Sq.Ff. T 308 Sq.Ff. �, 7508,Sq.Ft X17508 Sq. Ff. 1,'508 Sq.Ff. 10/5 ;q.Ff\ �` \ \ 'C : �.j R v t r 0 R8154 Sq.Ft. ...•/ 5 Q n� 11r) o o � � � • oo ' i4, V. AS y�jT - � C 40•2,s G3.�• �77 s o �.' 5 3 I �� ST-� /2'.�'7 �✓ �►C;� '��5 7 -`' 2 ,7o, oo �! ' /. e JULIA PLACE ... ... . . .. ..._... ?';'/-f S q.Ft. 0 - - �8 W�ST � 75 E.4 s T 74�• ? ,� Vl 'Q• 7 ti o% Z I cerci fy the s tracing to be true and , "� 8077 Sq. Fl. '� correct c y vt*I/!�e plot of KNEELA!►/D 7�, 76 ' + �^�� \ ES rA TEs e /5"7�, \ ��A 8096 Sq.Ff. O� :/ 0 7737 S .Fl. \ v 1R,2149 6S .F1. Q' ✓ 0 � o q o Q q o \ I 7960 Sq Fr. � � 7562 Sq. Fl. SS.Fr. AIL 2 .5T 7G.e7' .� ' y?/. 3' 0 1? 3 �i4 3ery ,� .�5 T z 70. oo < �o.oo,e 4 X12 43 44 45 46 47 1 9 /O // /2 MA 7C/Y LINE - SEE SHEET 2 OF 3 / � ' 1 t • ,w'"MI'lFM1111u ' . II� l�:t....r-.... ..... w*i �Mbrm:w.: ww.au aw . ►I » ,.. --"mom s , i isaw a• �._,�.. �..!Yiil. .Nrr "* . .. �."'- j'°"w".�-_^• .�■ � r 1 - 'r:,—..y.� .. ,'.. ;Itjlf -,I VIII 111 1 111 ' 1� 1 111REi� j� I`i�I ��l IIIII'i 1 �1j �� I I'll' 11�III II I � 1 I � 1 1 � I � 1 III ISI I� � II � I ISI ISI III 111 III III SII III 1111111 III 1yl 1'111111 III 111 , 11 111111 .. I � � 2 3 4 a 6 7 a 91 I'0 I I 12 NOTE : IF THIS M I C RO F I LME U ---- _.._-.... •-_•---.•r•- •. .-.... , -------•--•- DRAWING IS LESS CLEAR THAN THIS N01 I C:E; - I T IS QUE TO THF QUALITY GF THr- ORIGINA DRAW 1 NG. - - .c--7 - -- ---------_----._.__--_------ ----- ---------- -------------- ___ __..__ _ 0E 6,2 8Z 1.7, 90 SZ t Z 1:Z ZZ 1? OZ 61 91 L 1 91 SI 171 f I Z I 1 1 01 6 9 L 9 S t. E ►�I�IIIIIIIII IIIIIIIII 111111111 111111ii IIIltllill1111111lI IIllllttl 111llt�ll 111111111 illlllill illlllil1111i1I11�1 11IIIIII11111111111�1lIIIIIII�Iillllltl IIII�i11111111111tII11PLI1111111111111111111�r�J1��h11.V111 111111111 IIIIIIIIIIIIIIIIIIlUlI1,�1111I1�11�lllll,lJ�1111.1111111II1u�1{U 1111 Ir v"I TTT . , THE ORiG/NAL PLAT L. OCA rED IN THE AAE 114p SEC r/O/V /4r T. P. S. P R. L. W, W M. WASHINGTON COUNTY OREGON LINE � SE-k, s HEE T � of .3 - Cl T Y Of T/ G A tY /crrti r this /roc «av to be o true a� d •mac C T'" „• / ' ' .�L ' corr9C> C /err Of ` '��7•D '�--- - ''' =' ,FSG �/8 J • I rF 410 do/4f 150 1 Ari •� CSI' a ,� E CLOD 7' ' . th 1 (m 47 4.3 l� 45 �' ` 46 e4 57 sq.Fr. `� �U •734 sq.F� /o 4 c'? J1 ®44/ Sq.F/• B76S s .fly 1 '� i q ® 363 sq.f�. � 196? S V. f>. 1963 .9c.Fr ��,,, '0 � �• ,," 'Q 2 � � - � X30/ .�q.Ft. �V �,Q L.�� / s /o,r/ss so.Ff. rw � 4 $ e \ P5lo a e 'k som Sv.Pt.% 1100"T, 7 V1 ,.4 r —. - �. . 1. dttwa*9s •Se�I .� ,x 30 Iron PbJ of a/'/ subdivision 8'lock r:` rraw►r and Curve �,p //�I �. %'t PWJpl9 00d Set 112'x 24 Iron Rod o;# ®/f 16 30 /021-1 �► ' 0,,4*r ,,r'w" /✓ , . fIr �•� , • ..__....._ - .ter... �w..._..N.rA.rr.r+ ..r.�w. r.��r ...rr. .. _..n. a..rw. t L.7t p f♦/f I le s V o?b .I !V Y's , noted. Q �\ �. fin A irir•Ml" /. ' ,� 9 • '/ � . --- r /�/o��r «1 ham! CII►iIiCJr!<11'A1f1�l1/ 9/aalr oxo st dW . ' d'Zoo on 0/1 f1wP4 rear stud vide 1_0t /1n7#4 S#.FI. +� I1 of ... AM ,I* D E%5 0 K,IVE Elm L A P1 TATES wnlw�r found)P727 AV.Fit .. . is noted. 16 .�" r sp.Ff. 1 0/'53 $4 �r9! �tsq. t �q.1�'�l Qi dr ♦ ��`•,� / � ` I��'\ � �� ,� �++ I �r 'I � ��y"�� ,/►�.l , r ��► ,• �aA3�tAlIPAR'I !�!. 15ii� �. • I�irT sir 4/ ,.. • L....., ......,.,., .... + ' '�1�1AYfMI�9Y "�': i 4+i +w ■7. 8 w Pi T®ISR � X17 � ___--__. •�'•�• •� 40 r 111 '� r .�Y' !'�" "� • E „�r' '4. , r q o p.•�, J 0Jfr�, M .�• ` / F 53 �'Y' ''� r.1�N �/ � wYlyr.r...Mwrs.r.w .rr+ wr•rawrr ea.norrwrw.p. y ,rryworo.wr.0,w. y'rrwww.r traw-ap "M CHAR)r ` r ��. }� rr/M.r- Mr• W.a1•r..r "Moil ru.ruw... MwMyMMgMMiAriY,rr•. `� � ♦ � �/. l l i{�di► • �11r fr�IC+ MARMAS I LAO AM~ A./IQ i.1G1�,►/T 4M� � y y . a SAP4q.f 1• } 40.1 N r*1P0ww Worm 34 \. `• . 'S► r r61 S .�'A. �.* a. '",. S r # Wash F r _ q 79,x`9 sort./1'J. \� �` � �i�A•p �' ' +� 0 S Ill rwelwer �'q.fr �, °' i 4 ,�' F ' !' r ► ► so./, o• l W •er . / rwwYl AI�Www ww.w•rrprrww 044r wJ44-90. AND a . /O, 047 Sq: FY. i' r ..� '�. we M 4 4 " +r SY• # ♦ . ba I IST 4 NSMAWA ft" it r/.rw • Zo 7664 sq.Ft Y 4 ► - N\ I` 164th Sq.Fr. +, fAA d - v .�.. /« 4 gas A% 1,1 WX . l ' ;,.,, rAMKT 77019 S,,I.r T733 .�q. •1r. . -�,,� o sir. Fr. »��. . . . PIP" , / i 4 � " STA wpm WAR% S/ 57 26 1 /4, oo Sq.FI. t �' 1 e"` / 419 49 Sq.FI. sq. Qr '1 ., r r r 38 i �► r4. r4 / 25 lip K . "49 Sq.F/. '� �� Nr / f Ay. f4, J00 Ug IE i �4 s �61F F .s'r. h �',tf�f 1' •� V. Ir al!. rwr / r 44 AS WA to'will" 4P w omee 01 ft -ca . /f TRA I A�M Y4 At rYrr�u.rrNlr•...r.rlrWawa S, I rr 1*•iE:r: I...(.iIAD E5..I A.]..I:�:{:�� j r•, laE" ' Rr may, 111 i w A0050 9 M 11 y! m-. �'- ... .a,.. ^a.. ..,,,,..,. ..r, °.• .... ,. ..... - .. , _ -+• .,.. .."., .MI�'i.vO.aWn..»,roa+.e -...ww .r...., y■IW■ �I �' .-. i9tJlk.`,"' .u.... ww..,...+.«rw.....w.„.................._, r..Www.vr..wr«....«.«..w......,.... ,... „»IVW •, ji'� I �� I+� IIIfI I � 1 � 111 , 111 f � i R01 l+� r 1 � � lil 1 � ► ! if Ill � � I •� � I I �il.l �') I � ! ISI II �_ 1 � 9 � � I 'i I I 1 ( ► r I � I I I 1 1 i t ; l I I I b I. 1 I 11 ; � 1 1 1 I I C; I I I III 1 ! r r ! 1 III NOTE : IF THIS MICROFILMED ��. h --•�-�•.-=�-- 3 4 _ __ 7 9 _ n 12 _ DRAWING IS LESS CLEAR THAN . _ THIS NOT ICE;- 17 t S DUE TO r THF QUALITY OF THE ORIGI1�AI_ DRAW I NU. Lz 92 S�'. bc' z ? I < Gz 61 LI 91 SI t✓ I E � �? I I I CI F 9 II I II II rllllll�llll�llll�lillt'lII�IIIIIIIII�111►�1111�IIII�II11�111l�111ImIL1111w. 11111111111111dIIIIIIIIIIli111I 111111111[11111111111►111111111111111111illI11RII1111lIIOIIIIII�IIIIIIII(`Illl�llll�lllllllll�ltj I IIIIIII�IIIIlIIII�IIIllllll� I� i �I �� Il�jl_iu11i+J�illi��liiul�. 1)III1,1111!)��«uliii, -, i i Al! n U m c' .OSDcl 7 � N C bD c K n frown PLO^^ to 1 J� w 7 D CD w :1 0) -:C. 0 G)L" cn o c) T cw o� �z �s�.wwm.... ♦��m.��x.r•.��[my.roms+w�.r.Iv,urMx•w� Fyl'M� `A� �'flYYl� n_ Yuan 706 ' s 1I•Ac 117001*4 3 �'1,132 �f 133[ •c a, SIA, 1 01 Ac .Is Ar �.° n Rp• I g a 200 Y 1 . 11e I vW . ." -z ! /�Ar M. l 4 L .o. _ a � F ifl •b CM C l b R 120W I27 f s t .�t --i I.- 90041 c Poo�OOOc Y�,o not .° T ' • 11100 -1° e 12700 12608 12500 12406 12:,00 y ' _ 4+r._ _A e 120 a I\ 122 N 123 I 124 , . I10`�(�137 :A 1100 Eso so1 »,,, +lW ft 'r E ,t A - 43B p v� NI, W..a Ib AW STREET, -lid ,� .,.. -+ M W 10800 10700 106001 1p l/ pl w n S.W. �....' •4. n rt10600 10 8300 q�0 8100 .p 1. •, 13108 1 1 13400 c W 6 " 77~ 78 w1 79 9 2 81 1 82 83 q 12800 12900 130D0 R 113 p J, —•+ a"119 R 118 117 116- IIS 114 9_ Q 4 40 1.. $6 46 46 ., : 1350 i R SW. MART .4I r Is IO,N • 1p ci 14200 14100 R 14000 d 13600 t ° R °•+• 106 C 107 !1 13 : 111 = e 9600 9800 106 Io.... �>� 1. 1a 13700 - i: 41 7 90lz 891 Ni sr' 110 2 144 x <°bJULIA PLACE" r e2no ""' •:, C 2 (o 90 r..r 9P 1200 1 R 4500•N., • . � '�� • I/Ac V15, 1 fTti� 102 14800 14700' 14800 1490Q 15000 15100 V 9100 * 101 0 100 i '99 96" 97 96 E,. ►- 0, 93 A - A e $ t t 1:IwMn� b YII 0f� IYe V• _._.��_. - L u • 5500 IN00 5800 •a900 6000 23W "i >28�) l n r t �+ !t;00 45 C 46 0" 4' • 890095 91q 11 12 12 44 � x p 4 it, Mr• b 4 1f /p t1 ti •'d MI LLEW ')RIVE R 6400 i /a'�e , p- 't• b i.e at 104114111 f 41 p+• 440( . b 2900 2900 000 l800 r 4500 � 31 A 3 16 Y IS 9 M ! 13 32 = i 5300 °•f Y R 4600 .' 4300 —._..•h N 40 °• 33 c w 3000 Y. "�mew+•a► 3' 17 1300 too 5200 n 4700 d 4200 •. t +;, e to I t, = 39 y 3100 48000\ �c 4100 �, i 18 �e 35 . y +� 4000 A . S200 a j 4900 27 b000 3900 3300 •., k s uj 510037 9400\ F; _r 3900 ssoo \. 21We _ � J 4t., xNow \°•1 22 24 I i l70p ( 1 1.10 23 \ p �f ! 1 Q M w► ♦A.I(°p�,(,p� 1 N•bn• t tHM _ 919E MAP •�°•,rc.l ae , twl,r I Mtn-FAIR ers hidemnit�, : company Hartford, Connuticut (A STOCK COMPANY) tiECEiVEp GENERAL FORM STATUS IWQUIRY I_ CITY OF Vg4pO City of Tigard --January_2. city Engineer 12420 SW Main Tigard, OR 97223 our sand Na..._ 616E]251 Reinsured'+Nu. - — -. --- L -� Co "Clo, -.—A. LARRY SRAYSQN Q Address -5a SW 209th St, • Aloha, OR 9700 .-----._.________.---.---_ -- _.---- -- ---- -- Description of Contract: BdlIIC.eIaflRCei-_11S -- _QL�4►S�s- U�teJfi_ -P-&Y1>�a--�Kt�x—$D� sidewalli6__fp1.lij;j&@LKnd (Include lecallon and Ornsr'r Controcl Number) Contract Price Bond(s)f 9_�L1�2 ._.------_.-- __,- ----- Effective Date �8) ------.. Without prejudicing yoer right or affecting our liability under our bond(s)described above,we would appreciate such of the following .formation as Is now availuble, Very truly your., 1'u•r• 1. iF CONTR/CT COMPLETED,PLEA 5E STATE, Approximate date of completion of work(or Anal delivery►�__-.�- ------ — - - Date of Final Payment — __ —_—_ Approximate accepfunce date_ Fig al Confracf Price f 2. IF CONTRACT UtrCOMPLETED, PLEASE STATE Cpproximah percentage or dollar amount of contract completed or dellvered_-- 3. '3o you krww of any unpaid bills for labor or material(Check) yes-- - --_No - Remorks, (Nenyl_+.dyG�`� 111, undafstood that the information contained herein is furnished at a matter of courtesy for the conf elorttiol use of the surety and is merely an expression of opinion. 111%also agreed that in f irnishing this Information,no guaronty or warranty of accuracy or correctness Is made and no responsibility Is assmned es a result of reliance b- rhe surety, whoPier such In;ormool/tion is futnlshed by the owner or by an architect or engineer as the agent of the o wner. A Dote -- ---L�/� �19 � Signa►vr+_�'L/ / 1 r %� r --- PLEASE RIIIURN ORtO NAl OF THS INQUIRY TO THE T R"V h l f R S 14 D E M N I T Y COMPAN Y The Imnguoge of►his fetor Is ad colstable to This Surety Association of A merice. TRAVZ;!LRS (NDEMNI VY CU. GLNFAAL FOCI : TATnS INQUIRY ATTN DEAN P1111T Slompeu addresser'enve[v,' b0 ba attached. _ _5URELY_DE1JAR_TMLNT Fadercd .saes to he eubr il1.d in dtrplicaf. 7^Y 5 W. WASHII4GION 51. s•3,7 +l n.ac� INS„'r ��. ,.s.s. pnRTLAND, OREGON 97201 MNLMLMWXM I 'Aw, I t'rav( .'_ers hidemnit) Uompan_)T Hartford, Connecticut (A STMK COMPANY) GENERAL FORM STATUS INQUIRY r City of Tigard r.ity Engineer September 21 84 12420 SW Main Tigard, CIS 97223 our Ibnd No. _ 515E4192 I I Reinsured's No. L Conlractori - A. LAB; C-PAYSON CO. Address: 3508 SW 209th St., Aloha, OR 97005 Description of Contract: .. Kneeland Estates subdivision curtest guts ers, paving, water_& sidewalks (include location and Owner's Contrast Number) Owner, ___ CITY OF TIGARD Contract Price s - -- -_--- -_ eondW$ 485,,5091____ _- _ t,tecflve Date 9/3/80 Without prejudicing your right or an.-ling our liability under our bond(,)described above,we would appreciate such of the following information as is now available. Very tntly yours, x. Vire Preeiderti 1. IF CONTRACT COMPLETED,PLEASE STATE Appraximate date of completion of work(or Anal delivery)._. Late of Final Payment__ Approximate acceptance date_.. -- Final Contract Price >i.... x 2. IF CONTRACT UNCOMPLETED,PLEASE STATE' ' Approximate percontage or dollar amount of.c6ntract completed or dollvered__-_ 3. Do vuu know of any u'nuld WE for labor or material(Checkl Yes_- 4. Remarks (If any)_ It Isundo wflint that the information contained herein Is furnished r s a matter of courtesy for ' confidential use of the surety and Is merely un opi r don of opinion. It Is also ogrned that In furnishing fhlt Information,no guaranty or warranty of nccuricy or correctness Is made and no responsibility Is assu d as f of reliance by the surety, whether such inform anon Is furnished by the owner or by an architect or*,�glneer as the agent of the ♦ _1 9 r � Date 9_-G _- ..19 Signature _- -- -- mile E�►gineerin"e-Wpm Manager PLEASE RETURN ORIGINAL OF THIS INQUIRY �o THE T R A y r l ER 5 IND FMNI T Y COMPAN Y The longunge is form Is acceptable to The Surely Ats—odors of Amerkn F IAL FORM S'A T 0 S INQUIR't Office o• Nfor,tr dressed ens-elope to bo affoched. Fed "Usf s ro be submiNed in duplicate. � ' �E13.80 t'HIN[ED IN U. A. CITY(N TIGAM WASHINGTGN COUNTY,OREGON September 19, 1984 Larry Grayson 8946 SW Barbar Blvd. �--- Portland, Oregon 97219 r'i-- RE: Kneeland Estates Street Lights Dear Mr Grayson: In checking why the streetlight in the cul-de-sac at the north end of SW 93rd did nat work, we found that there has never been ary Power in&talled in this cul-de-sac. I called Portland General Electric and they did not know why it had not been done. Do you know why this was not completed. -Alien all. *he sidewalks have been installed we Ch- e-3--can recommend to the City Council to accept P11 the Public Improvements within Kneeland Estates I If you have any questions p]enee contact this office. Thank You, � k,,ber► L. Thompson City Inspector (RI,T:cz/0639P) cc: File 12755 S.W ASH PO BOX 23397 TIGARD,OREGON 97223 PH:639-4171 s CITYOF TIFA IRD WASHINGTON COUNTY,OREGON March 13, 1984 First Security Real Estate Co. P.O. Box 14849 Portland, CP. 97214 RE: KNEELAND EST'JES This is to verify, per your request that: 1. each lot is situated on a concrete or asphalt surface read wh.-ch has right-of -way and improvements, including curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meets the standards of the Ctiy of Tigard, Oregon. 2. Said subdivision, where necessary, has drainage structures ano fill designed to prevent flooding as approved by the City of Tigard, Oregon. 3. A ,..unicipally coned dizposal system is available to each lot at the lot line at the time of sale or lease which meets the requirements of the Environmental Quality Commission, with capacity to serve all lots in the subdivision. 4. The improvements required to be constructed by the City of Tigard, are under construction. 5. A Subdivision Compliance %greement and Performance. Bond has been executed by the subdivider and has been accepted and ocknowledged by the City of Tigard City Council regarding completion of the improve- ments= said documents are on file in the City Recorders Office. I hope this letter clarifies the matter for you, regarding documentation/ verification required to be submitted to the Statp Real Estate Division by each subdivider. Sincerely, V John S. Hagman Supt. Engineering Division do — 12755 S.W.ASH P.O. :;JX 23397 TIGARD, OREGON 97223 PH:639-4111 — � September 30, 1983 CITVOFTIFAPD WASHINGTON COUNTY,OREGON Portland General Electric Company Western Division 14655 Old Scholls Ferry Road Beaverton, Oregon 97005 Attn: Gordon Utter Re: Kneeland Estates Phase II Dear Gordon: This is to acknowledge that thr ^ity of Tigard has found the street iig;,tr, installed anu ready to energize within Kneeland Estates II, and hereby authorize PGE to energize the remaining lights within this subdivision. Thanks you, R. L. Thompson Engineering Services Crew Chief (RLT:lw/00425) CC: Dile 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 ---- -- I I.C.I. • l/n'na► mirld,eyn-r. , CITY OF 11GAKU PLANNING DEPT. August 17, 1963 City o 6 T.LgaAd P. O . Box 2397 TigaAd, OAegon 97223 ATTENTION: MR . WILLIAM A . MONAHAN DiAectoA on Ptanning f Deve�opment REGARDING: KNEELAND ESTATES and K.NEELAND ESTATES NO . 21 Wa.sh.i nq tar, DeaA MA. Monahan, We Ae.tipeczbu fy nequee-t the Aekease oh TA.avetvt,6 Indemnity Bond Numbe.k 615E4192, 6m inAtakxa.tion o6 cuAbs, gut-teAs , paving, wateA and 6ide.waths at the above captioned subdivisions . The above was compte-te.d .i.n Match, 1963 . VouAs veAy tkuty, D. C.D . MANAGEMENT, INC . FOR A . LARRY GRAVSON O . eanne HanAis C mp-tAofteA O-JH: o j np /rte/ e-- `� �sC..,_ ""44'.,/ H.. Q C�►�-c./ "�'�►'� ''� /�-�c ""V [! ./ » . f. traw MA_0 CITY OF T117A PD October 15, 1982 WASHINGTON COUNTY,OREGON Larry & Patricia Grayson 894E SW Barbur Blvd. Portland, Oregon 97219 RE: Kneeland Es`ate I Dear Mr. & Mrs. Grayson: In checking our projects, I find that Kneeland Estate I will be ready to go off its maintenance period on December 21 , 1982. There are still several items that need to be completed before that: ' . � lA'1 [�l ,� c1 1 . All sjdewa .k5. need to be completed. `7 I I`10 -- ---3 ehal -btrrricade needs to be installed ori U--9? -A*erw.e. -113: -Bikepath needs to be completed. -4: - One (1 ) inch Class "C" AC overlay needs to be placed on all streets. ---9— street barricade needs-_ta=b*--4iv-tt-a led at the west end of SW Sanitary Sewer line which is washing out at the end of tha south -cul-de-sac on SW 93rd Avenue need,, to be repaired. Please take care of these items so that we will be able to release your bond at that time. Thank you, R. L . Thompson �ngineeriny Service Crew Chief Cmv Cc: The Travelers Indemnity Company - - — 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:639-4.71 -- CITY OF TIGA RC WASHINGTON COUNTY,OREGON April 9, 1982 Larry & Patricia Grayson 8946 SW Barbar Blvd. Portland, Oregon RE: Kneeland Estate Dear Mr. & Mrs. Grayson.: In making an inspection of your project Kneeland Estate, we find that the cul-de-sac is starting to wash out at the south end of SW 93rd Avenue. Also, the sewer trench is washing out below this cul-de-sac. These two (2) items along with getting the street cuts patch in phase 2, need to be taken care of right away to prevent any more damage ()(-.curring. Please notify us when you plan to make these repairs so our inspector can be on site. Yours truly, R. L. Thompson E.ngr. Serv. Crew Chief cmv ---- 12755 S W. ASH P.O BOX 23397 TIGARD, OREGON 97223 PH 639.4171 -� Cl"', OF T LGARD, OREGON RESOLUTION NO. 8 L-L 3 1U:30LUTLON OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC 11.4PROVEMENT COi4S'fRUCTCU ,4,Tij,1N KNE.ELA_VD ESTATES I SUBDIVISIOL1, SUBJECT TO HEREIEJ SPECIFIEU CONDITIONS. ,,411F;REAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underr.round utilities and other public facilities for the development of sub- division; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certif4.cation b;r the Departmertt of Public Works that all requirements have been met and a One Year liaint-inance Bond, the City Council agrees to accept the public improvements for correction of deficiencies and mair,tenance for a period of one year. . . ;" and IJl{EREAS, said certification has now been received, subject to correction of hereinbelow listed deficiencies; and 1.11lP,REAS an acceptable Maintenance Bond has now been received and is � subject to the aforsaid maintenance period, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard , Orp; THOMAS H. BURTON LEITME* J[FUM3ARSOMOTTAL ENGINEERING & SURVEYII 302 figard Plaza POR'' AND, OREGON 97223 DATE _ 77- 31 (503) 639.6116 ATTENIKON TO RE WE ARE SENDING YOU )<Attached Under separate cover via the following items: O Shop drawings P prints Plana ` Samples Specifications C-.l Cupy of letter ❑ Change order f l COPI95 DATE Nu DE9CRIptION 1 HESE ARE TRANSMITTED as checkf 'f below: For approval I I Approved as submitted I Resubmit copies for approval For your use F] Approved as noted f l Submii copies for distribution As requested Returned for corrections R9turn ___ corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US ltF:MARKS /ee y �.� Gc�...:• / /� ! /��i ' >.: t 6,, j J� � 7 � C � � e'' ✓P e—eJ� ��► COPY TO ,��'�� _ .__S,i2 '�'�' C!'��_ SIGNED: naounallo /FrTri iu. art,IYa elw It 61114,SUIDS 110 1-e1 to none,k+nelr notify us of d6ce -list ivivest,itentg 44�: 1,-lrbbr Blvd. Pe :1,nreland 'sfinte T r I r ry :rija to vni.ir request, an i-.157'nCtl-.*On will' o_11 !ort.c,i I V lr, C,r,v)ose i- -ivo ioilts in said r-111-1division for tN, T 1t7 "'ounciL tolitiltiv'C'. ar.tion. P.1 to-jin list:i'.1 as a roS.11L. !--Z ilj, ;cjjl cn,-rrf�c,vir, I -.-prior to suc!' '_c" !1f3e-: Lu 'L)c clrannaii 's -;c.,� Ic -v,.L.-!3 n r.,7) -1(, L• '•:+r. t. oil al j vent. ('11" of 1)arinA need to ii(j cleaned out.. irivor.4.ay apron at 9235 St! "illen Drive needs to he rovilacukl. nin-la to 'Or repaire-1 at -Irtvewny eipron at 10 41171 514 13v! Avenite. nand for Ov! 1-1,.Iiillt rcliuiro.l on to th- la r 11 e r, *,., r C, oulk it in roca inizc.d ;I I !it; o t 1n,; w o c c i i r ',i c- :!.(v!t: the one )reFtr -.1i1-i11tenarin- iriarintee -wriol'), tlm foil'). I in't- vv: arizon items natel to date remain to be co-iplutntl and/or corrrinted to CiL .1inal aC.CE!PtRT1Ce* All sidewalks And aprons need to be completed. -Lc..k;aDc barricades need Lo be dnntal.ki on 1:W 92nd 1. ' ikeilAth Mle(IS t(I be CnMplk-ted. 11 )ne ;I) Inch Class "C" AC overinv i-.q reference to conrlitinn(q' of thn projec� Co—' .7- will bo able to certify pr1inet re.20trinsg for tentati-C i ;,f2 'ouneil, %!hen items number one t'1 _chrour,,1i siviiiii nbrri.,., pr.c+ rmnitiletn. -;iocu th,.� Atsioroi)rfate maintenance bond options airil, u1sn, since (!lTrIlAction !viAlin.-itt were nrevinii0v ad.-Ireaned in the ni)inct co IN t'r Grayson Aufn:st 1g, 1981 Tient, I .mn't elal+nrate thereon. Zf you i.m,*o .;ucstions, nlaase call .ie at 639-4111. Yours truly, TIi i I w i G'N A V/on oinv G r O r'A mirr f F'-Mh';A Batbw Hlvrl.11WONnd.Oregini 9";'19 1 Olephunp 74fi i3;14 August 7, 1981 City of Tigard 12420 S.W. Main Ti---rd, Oreqon ALtn: John Hagman Re: Kneeland Estates I and II Dear John: This letter con-Ititutes our request to place the above mentioned subdivision cn ne maintenance period. We have substantially com- pleted all of the .,,=f.,ite work in Kneeland Estates and at this time request that you release our construction bond and allow us to replace it with the required maintenance bond. We would also like to request that we receive permission from the City of Tigard to place the second lift of asphait on the streets in Kneela;id this month. Bones Construction is prepared to finalize the pav4ng within the subdivision on August 20th and will need your authori,,ation to do se. Your pro.n^t response to this request will be appreciated. Sincerely. �. tarry Grayson ALG:mvs 1 iv'I <N ► k � 1 x I ,i. In L 4. rk Zl ij IV) ge, Zia L4 ZI r . . t. i / �// j ol AV 7. 7 i w a P ip , .1 til 'r i GITYOF TMRD Or THS BinkTbawd" w —124M I w hNtN r o KM m+r MAW o4pom 97m At9 i 1 -- I � I May G, 198;1 PORTLAND ('F-TiFY.AL rLRC TF.IC COMPANY '.Jestern Division 14.555 5,.r ()l<1 ,,cirtolls Ferry road Beaverton, rAt 97005 Attn: Ken Snyder "e: "neel.and !:states (flat I, Phase I) Subdivision Strectlirhtin(I '.":is is to acl.nowledoe that the City 11L., fount the streetli,;l:t installation in "Phase I" of said subdiyi.sinn to be satisfactory and, further, to sckn0wled;�e authorization for '.c.r. to energize twelve r12' lit,,lits thArc:in, u;pler Schedule 91, Option "B". A reap is included herewith to assitt in identifyin^ said units. Yours truly, 1. i. I-Agman hunt. rn;;. lli.vision cc: City Accountant cc: "...1. 101151. "lectric Inc. cc: Larry rt Patricia Grayson pjr ?nrlosure CI`1'Y Or TIGA1tU, OP,EGOF ORDMANCE No. AN ORDINANC1i VACATING A POP IOPU F ASCE GTO,+ COUNTY, 01.,KOFE1.Ar(() }.STATES I PLAT + OF l .COR1l, IN THE CITY O1 , _—.------- �__ THF: CITY OF TICARD 0Rt)r1INS AS FOLLOWS: by e Council Se_cti.on_1: The Council finds that vacation ofresolutiott 41theaS ahereinafterirdescri.bed oilFebruary 9, 1981 , relating field elf KllrL_Jjind 91 and I annotice ofthat a psaidchearinggwassgivencas required byeChapteorn271 .110 March 2�, 1951 and that O.R.S. as sat forth in said resolution. Sectic,n �: Tile Council further finds that a public hearing as thereby called to be held, was duly and regularly held at the regular Councit meeting; on March 23, 1931, at which time and placetheCouropoil sed fvacationall ofnsaidolandted s, ands an opportunity to be heard for or against the p p the Council further considered all objections thereto. rea ted Section 3: Tile Council further finds that s utedJontty theof the owners basis providedfi.nhChaptera271.c080 by said proposed vacation, corp affcthereby acatid O.R.,. , did not object thereto in writing and teat all findssthatsaid vonwill.)not f��cC favor the vacation of said abutting ro ert � substantially affect the m:r.rket value of any b P P ) - Section 4: The Council, further finds that the public .merest pill not be prejudiced by the vacation of the hc�rcinaEter described street, utility or I and that the said laud is not useful as part of the p road system of the City of Tigard and that it is in the public interest ghat. said vacation be approved. 5ectia . 5: The following described portion of said portion of Kneeland Estates I plat is hereby vacated and discontinued as publicY• That portion of land in the Northeast quarter of sectior 14 , Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon, being more particularly described as follows: Lots #1 through 119 and Lots Akl) through #64 and Lots #AF through 1169 and Lots 1170 through 1175 in Y.nreland Estates 1, a s'�bd: isin plat of. record (Book 51, page 45) in sai� County. Section h: That the certified copy ot• and this ordinanhereby filedufoorrrecordand withrtheefolloving to have cern PY this ('rn,rty drpartrlents: 1. Department of Records b Flections 2. Department. of Revenue ad Taxation SuAt :n: Assessor f 3. Department or P r Section 7: This ordinance shall be effective on and after cite 31st day after its enactment by the City Council, and approval by the Mayor. PASSED: By j., ,(w/4, I vote of all Counci L members present, after being read two L @es by number and title only, this �,7''-r7 day of ZL 4 , 1981. T Recorder / / AYPkOVH.i?: By the Mayor, this , 7,i-�r�day of [ec✓�.��. , 1981 . z; Mayor r Mayor �"— STATE OF OREGON Cour ty of Washingron 1 gg I, Roger Thomssen, Director of Records end Elections and Ex-Officio Recorder of Con• veyancos for said county, do hereby certify that the within Instrument of writing was received I and recorded In book of records of said county. HOUR fHOMFSEN, Director of Records& Electionq PAGH. 01111VANCY No. F'-- JCL19c1 tIf �i� 3� $9 April 14, 1981 Larry Grayson 7945 FT-I RPrhur Ro!:levard Portland, n?t RE: Y."n?ETA'dU ? TATFS Dear Mr. Grgvson: In revily to �.nur question About sanitary sewer fires in yo+.ir subdivision, the City h- 3 no Problem wi.th the sanitary sewor lines south of r".illen Irive in Kneeland EFtites. However, northerly thereof, we do need the revised utility plan from your Engineer; and also the main line installation needs to be completed for that section which ^.s being, adled into 93rd Avenue. Mien all of the aformentioned has Lean completed and the common use lot sewer service deed restriction have bean recorded, we will be able to "O.Y" (sewcr) connections northerly of Millen Drive. Yours truly, R. L. Thomr,-..:)n Public works Instructor TILT ipjt cc: Sones Construction Tigard -- F R.J. Rouse Eiectric Inc. I,�iV . �i;�frr R 16320 S.W. Parker Rd. -- 12420 ----- ----- ---..._. o m Lake Ostuego, Ore. 97031 Ti and, Oregon 22 _- _ 'Telephone: 635-2824 Attn. John H. SUBJECT Kneeland Estates St. Lighting DATE 3 /2 -- -------------- ME'SSAGE13 A total of111(.1-41 lighte have beer.', installed at this t me Upon review, __kleaae send a notice of acceptance on that portion which has been completed. 51GNED �( ,y+� ��(G�X REPLY SIGNEDFAD � LATE RE17IF SEND PARTS 1WITH CARBONT]RMJ. 4s•I1ZINTACT - PART 3 WILL BE RETURNED WITH REPLY " MF,N�cD s —� - s I SERE-: L14 STATI S SUMMAQy" kvttuaanei, �`a.t I Cfs`.a�.�7,� 12. v,•e.�e•s Fe,�u,red 1� uw�tb i.�►sr4s•�� M wn\VS remu%�rc 'A%AAA '.HSt?I1eU 1 14v11t l�1sTa.�l� 9wAVmLfiL=q 4 irrus Drive SITE $079 S.W. CTesting Beaverton, Oregon 97005 Laboratories, Inc 503/643-0050 DFA'E.MbER 11 1980 CITY OF TIGARD PUPLIC WORKU--1 DEPARTME.'N'T 12'#20 S. W. MAIN STR�-TJ TIGARDr OFR 97223 ATTENTION: MR. RUPER1 THOMPSONP IN(FPCF.-TO R PR C t I L*C'I- KNETLAND [ESIATE'.Sy A. C. PAVING SUBJE'C'T M E AlF, IR UF.:MF.'N'T(3 OF SURFACE TEMPFERATURF. AT THU JOE: SIIEURE Al SITEs WE!i ATHER PLAYS AN :IMPOR'TAN'T PART IN TH11 PLACEME:14T OF A. C. `�%)E,ME:NTS, ULTIMAT11 i :rr"r,,, OF A PAVLMP41' DEPF..ND4:)' ON COMPAC."TION AND THE" RATE Ol-' liC AT LOSS EF'FF.:('TS THE:' ROL.L.ING TIMI;-: AND DE'NSI'TY OPTAINFD* THIS TRONSI.ATE:S INTO A V.CREASF-.D Po V E M P"NT L.IF E. PR 0 C E D Ll R 'THE 'TESTS CONSISTED OF TAKINC, TI-MPERATURl' READINGS WITH A (,ALAPRATf-.D THURMoMEETUER. RE:S U L T IS I SURFACE TV'MPF.RATURE P 1V :,Kf AM '1:36 F* 8 U R F"A C,F* T I-MP[-R A T U R E- (0 10 :9:`.i AM '29 F SPLCJ F'ICATION: APWA ORELGON CHAPTER --- SECTION 212 ASPHALT CONCRETLKY 22 ) CUNSTRUCTIONY 3. 01 WE:A T 1-1 F!'R LIKIIATIONS; ASPHALT CONCRETE SHALL E;F. Pl A(]E:'D WHF':RE' 'THE.-. SURPACE TE-w:,[-,RATUK'l: :19 (A) 140 DEGREES F. AND RIS)"ING, OR (P) 50 D P,R E F S F'4 WH�;,.N THF.' TEM-4-RATURr-i- I'S FALLING. CONCL USICN AT' .1-04"95 AM THE' F'OG WAS PURNING OFF ANO THE'%' TEMPE:RAIURE WAS RISING;. Sllf?F'ACE PLINDITION MET MINIMUM RE0UIRF:-.ME.NTS, R E*C 0 M M LN VAT 10 N THF': PASIC POINT OF' THE TFMPERATum:- s,�F..c. IS TO OBTAIN A WE.-L. COMPACTF-D M-lX. THERF' ARF: SEV�..R.`- METHODS OF TF,.STTNG COMPACTION IN THFK FlElD, SINCEREU.Y SI'T'E *1 E9 TIN("I' I A Fl:9 POT 1)Rl F S r INC. C;�... 1','HF:I5 HARDWICK CITY Off' TIIFA RD WASHINGTON COUNTY,OREGON December 12, 1980 Re KNEELAND LSTATES Subdivision Dear Tiii..: is to verify, per your request that: 1.. Each lot (is) == situated on a concrete or asphalt surface road which tins right-of--way and im-- proveme;ntg, ir.^hiding cux'hs and necessarj ar.d ad-- equate drainage struc-cures, together with means for operation and >raintenanze, which meets the atarda.rds of thq City of Tigard,, Oregon. 2. Said subdivision, where necessary, (has) aletu drainage stru^tures and fill designed to prevent Flooding as epproved by the City of Tigard, Oregon. 3. A municipality owned disposal system (is) OMEEF"�e available to each lot At the lot line of each lot at the time of sale or lease of tach lot which neets the requirements of. the Envircinmantal Quality Com- mission, with capacity to serve all i.ts in the 4 . The improverents requf.red ,to be constructed,by the City of. Tigard, 01r,.gon (Pre under construction) ' .... . 5. A Subdivisicn Compliance Agreement and performance Pond (and Maintenance Pond) han, be,*n e7zecuted by 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 972:13 PH: 639-4171 -- --� Page 2 _ December 12 the subdivider and has Haben accepted and E..cLnowledged by the City of Tigard City Council thereinregard completion of the improvements; said documents are on file it the City of Tigard Recorder's Office. I hope this letter clarifies the matter for you, regarding documentation/verification required to be submitted to the State Real Estate Division by each subdivider. Yours truly, John S. Hagman Supt. E'ngr. Division Public Works Department City of Tigard, Oregon JSH/pjr t�r� 6079 S.W. Cirrus Drive SITETe s g FIELD E L D R E PQ RT Beaverton, Oregon 9700S Laboratories, Inc. S03/643.00SO client project tech function cllenr report nopage of type of work client's representative dale day project Deme — lacsllon project engineer hours general contractor 91 contractor job superintendent weather source and description of fill material key percons contacted FIELD TESTING REFERENCE CUA',F, I FST 01, MAXIMUM OPTIMUM NUNIRE -W R TEST LOCATION FIADON DRY MOISTURE % COMP DRY MOISTURE COMMENTS D DENSITY CONTENT MAXIMUM CURVE ibsh_u if % OENsio'r 5/cu NO D " CONTENT Ih5/cu h % DESCRIBE EOUIPMENT USED FOR HAULING,SPREADING,WATF7IN(,,CONDITIONING, AND COMPACTIN, �— NOTES- iDesc.rihe Work completed during the day,any problems and their solution) t 2� COJNIINUFD L� WHITE COPY TO OUR FIELD FOLDER RFPORT BY CANARY COPY SENT TO CLIENT ❑ COPY GIVEN T(I PINK COPY TO PROJECT ENGINEER - i �� 9079 S.W. Cirrus Drive Testing Baeverton, Oregon 97Gos Laboratories, Inc. so',/e4s•ooso I)E:C�M F�fi Fi 10 v :�.'�E3 q taI.TY pF� 'r1:GAF:p F'UBI,IC: WOF��(,i C)H.F�'AC;'r1�C:N'T' :I.z��n s. W. MAIC! �'rF<i:rw'r T:rrAF;n� a�; �� :� A1'TE:N1'ION: MFt. Fi(JE��:FtT THc1MF�'S(JNr :r.NrJF''r.�::T(J� F�•F;o,�r. c:Y's i(NCC:L.AN[) ESTATE'S► w'rraF:: F'hF:F�'Ft�ATI(JiJ x A. r... �'Av:INC, 4:il.iF�JE::C'T': MF'A a1.1FiE:MF��1' C)F: SI.1�F`ACE TFMF''eW'F:A'rUF;t✓ ANC) Ft:IF: 1'FMF''E:FiATLn�F.. A'r 'rHF JL7B SIT1:.. W�:A'T'i-IFFi F'I._AYFi AN �:MF�'OF2TAN'r F'AFT IN 'rWF.:: F'C.ACF"M:::NT C1 F" A. G. F'AVF"MF:;NTS. 1'I-I1.: 1.11...TIMA'1'F �.IF"E C1F' A F'AVC::ME:"TT C)EF'E:NC>4 ON COMF•�AC'T':ION ANC) THE FiA'rE C)F' HE:A'r L.OS F:F F'E:CTS THF: Fi(JLLIN(� TIMF ANC) IJw.Ni~:I'rY C1BT'AINF;D. T'rila T�A'•'rL.AI'C".5 :INTO) A IJ E:C;RE:AfaE:D F'AVF.MF:NT �.IFE. F'ROCF:�Ul.11'{= t TNF 'T'ES'rS CC)N5I:a1'F:U L')F' 'T'AF;INt� TE:MF�'E:F'�'1TUkF: FtC:AC)INw';�:I W:ITHI A CAL..AE'F;A'T'FC) TI-IE:FiM!JMF:rEh. I'iE:;iUL'r5: AII; 'rEMF'E:f;A'rl.1FiE: = 4:C C)ECF�FF'S F� SI.�RF�AC;F TE.ME'FFtA'rUr;F:: r 46.c5 t?, �►h.U C)E:CykFE:S 1= ::�F'FC;I�=ICA'T':I:O�l: AF'WA (Jf�H.CCN t.;F�AF'1'F:.Ft -- �.�r"C'T':T:ON ;?.�. A5F'HAI..'f C(JNr��_TF, �;�—�� Cc1NSTF:tawTION� ;.�.nx WEAT1•IE:Ft I..IM:rTA'rx:aN a; Au-r�'�IAI_'r CnNr�F:F.TE SHAI..I.. �.� F'LAI:k:.l.� WHF:nk: 1HF�' Sl1F1F�ACE: TFMF'E:RA'rUl";F.. ;r.;3 (A> 4U C)E:(:3r,F`E5 F". ANC7 RI:JINa OF< (B) 50 C)EGF:EES F'. WFiF"N 1 HE:: 1'E.MF�'FF't�,'T'UFtF IS F`AI..L.INC�,. C:L ;JCL C.'�;.ICIi'd2 CONC)I'T:I(JNS MF'r MIN:IMl.1M hCfilJlftlrMF�:N'r a. Ft E:COMMt~1`IC)A'rION! S:I:NCI•: THE: WEATFIC".R CONC)7'r:IONI" AF:E: F'A�{ F'FtOM IC)wAl._ BUT STILL_ WITHIN 1'HF' F31"'C:CIF=ICAT70NS ATTC`N1':L(JN SHt:)Ul..b BE: C:LVE:N 'r0 VE:frIC"Y THAT THF: MIX A>�r,I�FS HOT AN!J CUMF'AC'T':IOtJ :IS ACH:IFVE:C). :I:'r WtJtJI_D HFI...F' 7(J C;OVE:k THE. l.t:)AC)S :IN TF�AiJS:T"r. SINCNwFcE:L.Y r �iI'rE TE.S'rT (:y I..AF:CI=�ATCIC~:1:F:5 , :INC:. �� —,. �� C:1�I F1 I`.3 H A Fi Fa W I l"F( SITEA079 S.W. Cirrus Drive Testing F I E L.D R E P O RT v c:averton, Oregon 97005 Lahor�ato�ries, vic. s03/643.00so Client pr*lscl 'ech hmcllon cllenr „r..- report no. page nl type of wnrt cllcnl's represertellve date prolocf nems — licallon project enQlneer hours gar.ral contractor gradlnN conhactur job e-porintendent weal'1er source and des-1pi on of fill materiel key persons comaclsd a' riELDTESTING REFEREf"CECURVE %OF MArtdU11 OPTIMUM NUMIIC-R TEST LOCATION ?LEVVION DAY MOTS"'JRE , COMP 'ati.'MUM (TRY MOISTURE COMMENTS DL'NSITY CUNT[N' DAY CARVE DENSITY CONTENT et/cu n % DENSITr n Ibe/cu R % UFSCRIDE EOUIPMENT USED FOR HAULING,S°READING,WATERING,CON.)ITIONiNG AND COMPACT ING. N(?TES (Describe work,competed during the day;a, J prohle ns and their sc:,irlo:,', 46 , I _ �Ir rnNT'NUFO 4 WHITE CONY T%OUR FIELD FOLDER REPOR7�� CANARY COPY SENT TO CLIENT [I COPY GIVEN 70. PINK COPY TO PROJECT E JOINEPA r �� -011itru n nepertl .d f.Ttl Carlson Testing, Inc. G�.c; � My OF TIGARD P.O.Box 23814 Tirrd,Oo"m 97.^23 X04 wo. CP-944 Phom(603) 641.4111 REPORT OF IN-PLACE SOIL DENSITY TESTS. November 16, 1980 Bones Construction 6ompany -t Kneland Estates i Description 3/4" Rock Dry Density 120.4 !tis./cu. ft. Optimum Moisture_ 9.6 �% Method of Test Nuclear 3511-B Or 1rSi� --- 77 r'CLD IN-PLACE DENSITY csT No' � T F.5 T L O C A T I O N r/TV N0• +mrtu�r ILe s.icu. rr.I t 1 w T cow.r.c uow r 11-26 9 Millen Drive Station 8 + 50 Sub 8.0 121 .0 100.8 11-26 10 94th Street Station 4 + 75 7.0 — 122.0 101 .6 11-26 11 94th Street Statiun 3 + 00 7.0 115.0 95.8 11-26 12 94th Street Station 0 * 25 8.0 120.0 100.0 i 11-26 13 Millen Drive 8.0 122.0 101.3 i mar4s cc: City of Tiyard CARi.SON TESTING; INC t � � n Inspection 6/ Re+ated Testi Carlson Testing, Inc. L_. P.O.Box 23814 CITY OF TIGARn Tigard,Oregon 97223 J06 NO. CP-944 Phone (503) 841.4114 ._..__ REPORT OF IN-PLACE SOIL DENSITY TESTS November 26, 1980 Client__ Bones Construction Company Pr-,ect Kneland Estates So-' Description 3/4" Cobb Rock __- Max. Dry Density 120.4 _ lbs. 'cu. ft. Optimum Moisture-.--9 6 rY'-thod of Test_ NIC-5DT (Nuclear) DATE OF T(5TFiEi1) IN-PLACE DENSITY T E S T L 0 C A T I O N ELEV. uF T M015', (La S.ICU. FT.; 'E51 N0. FT. NO. 1 -_ COMPACT-ON -- WL T DRY . 1-26 1 Martha ` treet Station 1 + 30 Sul) 13.0 134.0 118.0 98.8 11-26 2 Martha Street Staticin 3 + 50 " 13.0 130.0 115.0 95.8 11-26 3 94th Street Station 9 i- 50 113.0 132.0 11.9.0 97.3 11-26 4 Martha Place Station 1 + 00 1113.0 134.0 118.0 ge.8 11-26 5 Julia Place Station 1 + 50 11 11.0 134.0 120.0 100.6 11-26 6 94th Street Station 7 + 20 11.0 130.0 111.0 97.5 11-26 7 Millen Drive Station 5 + 80 11 .0 134.0 120.0 100.6 11-26 8 Millen Place 9.0 134.0 122.9 102.4 11-26 9 Millen Drive Station 8 + 50 8.0 121.0 100.8' 11-26 10 94th Station 4 � 75 7.0 122.0 101.6 11-26 11 94th Station 3 + 00 7.0 115.0 95.8 11-26 12 Q4t; Station 0 + 25 " 8.0 120.1') 100.0 11-26 13 t0illen Drive 8,0 12.2.0 101. 3 L Li ----- Remurks_ cc: City of Tigard AV e, F �� G�\ CARLSON TESTING, INC. 401 y i man 1 1 1 1 1 1 1 • • • • ••� • 1 1 ■■■■3Moons m==■■■■■.■..■. .. . . on . ■■■■Sm■mm3'3 ••_••• in 0 ::See:moommoom ms3e=I: :3": S::'3:■ :: wassom3E353:: on nom■mm■■='=i3333�in ■■ : I 11 a olmomom wim:msi .Imas ��.. . � i .. . !■ . lummommuls • .■■. ■■ eon ... �■ 3:333■' ■e ■ ■.a a SOMEONE ■ .. .. soon.....■ some ■ ■■■■ .O■■e •■ ■■ OeIN Oma30:can n olmomm■ 339 :e::: 'S=Oman 33 ::NS:3enoose 0=:::SC::=SSSSow "Cmemo 3:3: :=sal:=3a0 so noose ■e: :� Nee:eme a ::S'i: a:SSSS■ ■3 '.e E on esti 3 e1=s�i3i� _ �■ In �'■ r4o■ Sn3.3■1 me a rAfism 3'e3 to ■.■ 3. on a man no : ' ME ME n3l,...:See: Room�e3: =:::3333:=am We Illom '__son ■ ■■■ N■■ �•• ::? Real neNI:"e N�3e3:ne::■ ee3 ■ ■3:ei-NONE ■ .. N 1103 ■:3■ ■=nn=seee'e■ : ■O■3 ■33ne: ...■s3s'j■■ :■s:=e=rmoolmosS■3:: �Zs�i■■■■.S.O: .: O'3 ••■■ 3 3::S:age a 003:3 Cso ON a:33: : '1 3 :33: ■3■: is33�e ■■■.e■ IN 0 ■■■■■:■■n■■ee■■■ . ►,�■�■■■on •■::: SS�!'SS= 3:3=: =O::::=:: :::s3::33:3 low No a 0 ■e■ on ■■ one all momin see■■■ ■■■ ■ e■ [ now ■ ■■ 03 Rommel low 3=Mos leme Moses :news 3:3a3E iiW:i=iii:: .■ memo ■m■ 3 .moon■33 ■ ■■3C ■■■■■ an ■:3ln8Ii■■■m■■m■ : sssi1::: .: =Sss:ss.: :1::ee ::::: :m1::s::HissSome: r r i '' r,., t•,,,. rct,un b Reluted Tests Carlson Testing , roan. P.O. Box 23814 Tigard,Oregon 97223 Phone (503) 841.4114 R E Q 0 R f 0 1 MUISTURr )ENSI TY RELAf uN13H . P November 26, 1980 #CP-944 Foo Bones Construction Company Kneland Estates ''jard, Oregon L o r d t 1 ; n On-Site SiM111e 3/4" Rock from Cobb Rock (Proctor taken from S. W. Farmingto;I Road on October 16, 19801. M e t h A of T e s t AASHTO T-99 MOISTURE - DENSITY RELATIONSHIP CURVE , . . .. .. . . . . . . . . . . . . 120 1 4 V1 . J . . . } 115 W a } , t . 11I 0 110 ,4 - t 105 5 7 9 11 13 MOISTURE CONTENT 't a vo18tI] r9.6 Mn � 120.4 d C r City of Tigard "I ,;0N TFSTINf-, INC onTtruct.en InTpection 9 Related 'Tear Carlson Testing, Ince. P.O.Box 23814 TIpM,Or�err 87223 two CP-944 Phono W431 $41.4111 -- REPORT OF IN-PLACE SOIL DENSITY TESTS November 26, 1900 Clitnt Bones Construction Company Project . Kneland Estates - "-" Rock Soil Oescript .,n __- 1 1 Mo- Dry pensity-__ 21.3 lbs./'cu. ft. Optimum Moisture`_,_b °%o Method of Test Nuclear 3511-B rIFLD IN-PLACE DENSITY I c. o. Tel' [Lf� urr t �r Mo. T E S .r LOCA T ION rr. No. ourw[ IUS./Cu. ►r.l 1 W T I COM IAC T.O. 11-26 1 Martha Street Station 1 + 30 -6" 13.0 134.0 118.0 97.2 11-26 2 Martha Street Station 3 + 50 13.0 130.0 115.0 94.8 11-26 3 94th Street Station 9 + 50 13.0 132.0 119.0 98. 1 11-26 4 Mar`.-ha Place Station 1 + 00 13.0 134.0 118 0 97.2 11-25 5 Jule„ Place Station 1 + 50 11.0 134.0 120.0 98.9 1-26 6 94th Street Station 7 + i0 " 11 .0 130.0 117.0 96.4 11-26 7 Millen Drive Station 5 + 80 " 11.0 134.0 120.0 98.9 11-26 8 Millen Place 9.0 134.0 122.9 101.3 _I _ - �_..-- - -- ------- --- -- _ - cc: City of Tigard r'ARt C(lr, I-PRTINT; IN( Carlson Testing , Itic , N.O. Box 23814 Tigard, Orogon 87223 Phone (503) 841 4114 0 r MOISIUk1. f-.N '3i I R E L A T I U N 3 H I P OF '5011 Plovember 26 , 1980 "ICP-944 For . Bones Construction Company Kneland Estates Tiqard, Oregon Location-- On-Site` Snmu1 1V Rock from Cobb Rock (Proctor taken from S. W. Farmington Road on 6c o er ; Z"Dj --__ -- --- - — -- — M e t h o d o f T e s t__AMI-ITO T-99 MOISTURE - DENSITY RELATIONSHIP CURVE 1?5 44 Lk U 4-1 Z w Q 0 110 100 4 6 S 10 lc M01% (LIRE CON1ENf W . , r r :c: : Cit., of Tigard Ovemlx-r ', 1981) 302 ':'i sr; Plaza - .(311 'qv,i. L, raco i.c ry lv 9722 3 TAT;: Dear Twi: Enclosed "Inane find the "fora" which nr_eris to be usc,� to rpnolve tho Srlenbtisch ucdicatiu11 vroble-i; ner yo,ir request. Yours truly, John ". .a•;mn Division !:n^.1o9��res 2 I i iy BURTON ENGINEERING & SURVEYING, INC. WAMFUJI Civil Engineers • Lend Surveyors 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 503-639-6116 Octobrar 30, 1980 0 19 TjG��U City of Tigard City Hall Tigard, Oregon ATTENTION: John Hagman .te: Kneeland Estated No. I Gentlemen, Please be advised we have deleted anchor v -ills for eight inch sanitary sewer at the South end of the project. Due to reduced grade and other factors we believe -these anchors are not necessary. Very truly yours, Thomas H. Burton THB/mb f Vort I a nd6cuend H cc I ricCol I I Pa"Y 0 1980 w r n I(A N N 1461,',SW OLD SCI i I EIMY ROAD ary or GLAVERION 0R1 "ON 97005 643-1504 4QTkESTL%C,%"T- X-k'?Ok)T .............. ALLuched is our proposal for providing underground cluctric service to t1w, above mewioned subdivision. Our proli'llin-try invostig"Itions suggest that tills, proposal is t. .0mj),jtij)lc %vitil existing and/or proposed lirojoct and utility construct,1011. 110%v- evol., it tu,.I,o are conflicts with you,, existi,11, proposed 1IIr,r, plea so or propo o i tallatioll, a P s contuct me at your earliest convenicuce in Ora(--r that t1jo plans may be modified. Vcry Li-uly yu1.11-sp Ls tim a Lev Job Cop'l-i to: jig T.gard Nater District - 639-2554 Ss-11 CorTwicrcial St,, li6ard, Olt 97223 Attn: Robert Sant( o City or 'jAgard - 639-4171 City Lnginoer, 1242U S.W. main St.. , Tigard, Olt 97J23 1 City of Tuzlat!Li - 638-6891 city ).-.'nj,invcr, ssSu S IV, FULh AvQIILIQ Tualatin, Olt 97 U 6 L) I City of Sherwood - 625-7377 DU N.W. Par.'& A,-enu-j, Shorwoo;id, Olt -'7 1,1 U 1 city of Nowbuiu - 538-4712 City Lugiacer, 1114 1.. First St. , Nowburg, Ult 971J2 At 1.n: Jim Nims 2 Y%ujdjill QjullLy - 172-9J71 Pond Dulml-I.MellL, u(,wi .y CourLhuuso 'i1t1.-'.1111111villo, Olt 97 1 2 8 s, Salcm,011 07301 Marion County - 388-5UJU co,Countyof Public Wei-hi Attn: Claudu Mallin 2 Clackamas Count.), - G55-b521 Cj,-,-jjnm:js Co. 1-:ugiiiner Dopt. , 940 ',',urue .'Also lid. ol*(.,r ,011 city, oft 00,13 Attn: hat. I Ivilsollvillc - U3b-8555 City Lugtvocr, UL. 1, UQ;, 11, W11SOIN111U, Oil 97U7U Attn: Bob !till 2 State llighway - 653-3099 flight of V-'ay, 11, 0. Dox 02157, Port1wid, Oil 07;351 Attu: rc(i Infos 'N'Iv. Natural UUL' - 226-4211 123 N.IV, J.,jallcievs, Portland, Olt 97;409 A ft It: I)JI, Mills (-,It), of bunduc P. 0. Bux 201, L)uudcal Oil 97115- 'n vii — - -- - — -- — -- - --�t cs �� h cwn V;j b ti � _ J( I I a I � i W a crLa i f ... f=- cc w co C) CD � � t.r a •, w !— cn to () Y I L U I I N N - o ori Z w CA - ul aJ rr 1 liJ u _Y �a o r N CD in O 1- It m la N O m J Q M n n n N N N f 1 e FrrI''�''['��—�__—��--�J N o O' n 0 O 0.0 00 in 0In pp O in O O O n u o O N M0 +o Ow 0 D+ N 0 •t O +o O r 10 ro O O+D+ 00 m + ow _ 1.07 N N O IT Q V J N v h c 1 li + I X11 11 I rM ,177 UII 1 I 0 G+ 0 Y h_ In f n N W f n N O In f +� N 0 2 O F 0 0o O+I m Ir I p N I JO n U h O N - 0 0 G O O O nO W S F p a 1L a c a � U O O Y Q Z .� ,Z O O O U O U 6 O O O O O -� 9 0U +v v f M N N h n w �' �" o �I' ' ' 1J1,IjI1L'llll�lllllllll�lllllllllllllhllllll' �I� ISI SII I�I��Il,lll�l��ll�i. l�j � �ll � � l III � � I ' I I I I i I �f t J cr W >' w 1 U r cr OD OD o O I I N I ti p cn m ci Li iai •- � Q D w z I I a' F_ o I U I I �- U0 U — WL) w (/1 W O UIW h a. Z I I io a ►- Y o I U I = w a `1 a o 7 IL V p WW n rn n !x W I.L 2 U w Q O O V f N z z o w a (f) F1 I-] W ,b � v W U H yid. i Octobr,: ' ", 1980 Burton Engineering 302 Tigard Plaza Tigard, Oregon 9722a Dear 'Mr. Burton: This letter is in reference to your request for dedication of a portion of my property. I am willing to dedicate a 5-foot by 150-foot strip of property located on the east boundary of my property. This dedication is done with the understanding that the developer will onpprate in the hookup of sewer service to my parcel of property. Sincerely, 1 Fred R. Erlenbusch Prope-�Ey Owner FRE/mj a� �00 rte/ � 15031 639-6116 BURTON ENGINEEh,,4G bilopmo lllq Iq I I IIII W II r. I I I wu I I III I Illy; 302 Tigard Plaza - Hail Blvd. & Pacific Hwy. LETTER TIGARD, Oyy11IR�EGON gq9ttpp7��21I231I ` NI;NIIIIWIIIINIIIINI iLIII I tI111mIIN��I�iNI I �IIII�IIINIIIUIIIIIIIIII�IIIIII Date /Q To cJ �3�jv2 /�v�sLz-rVt� Subject — fe-Ctf-ti L /r,7�cam"„L� !�✓f: / �� J G' r ✓( 5 f u /�✓ L r, f. TY 'f >,*—% ti r 7 J F'L.4" 6 yl-Cr" Cy A,-117 c- It !/ �"'v; �, u 1-1-r-e c... 4 // i ❑ Please reply � J No reply neceeeA►v rTu-� �'•nM 169.2 AlallebN 1•a9ONWlm MNs m4ft A N FA T K, EEL A IVD 5 ES THE ORIGINAL PLAT L OCA TED IN THE NE 1141 SEC T/ON 14, T. 2. S. , R. /. Wo w. M WASHINGTON COUNTY, OREGON CITY OF TIGARD '0 % . C IFICA TE D4E*DICA TION SUR VE )", , �- :� zn P. tERT `3 C `o / THOMAS H. BURTON, first being duly sworn, do hereby depose and soy that / have correc>/ KNOW ALL MEN 8Y THESE PRESENTS .- That A. Lorry GI•oysvn and Patr � ., �. o,� � , o � , .,; / numents the / rids -*presen ted on the onngxed mop of KIVf E[.AND ,��.nd and r� fe do hereby make estab*'%sh and declare the annexed prop of KNEEL. Qs'1►.0 ES TA 7' 'S su vexed Qnd marked . th /owfu mo ,, ► y w •� TA TES' and tho/ for i�-e Initial Point / set, o Z A 36 go/vonite0 iron pipe 6 ' below the surface of as described �n the occompa in surv,? ors certificate o true and correct mop Ord Wet thereof o ES im n • s shown onto the streets beim; of the widths herein sof?or M, sand we �'� �' �, �, 3 the ground, sold Initial Pbini and True Point of 8eg *nning being located as follows : A/1 lots being of the d e c o hereby dedicate .v the use of the public os public wogs forever Mrl/en Or--e. Nareho 9freet -/V/10 P/oce 0 4 F a a� w n sera ,m 7roc�s Q 111.9 , 11C;1 1 D," 11E� �� , o �° Beginning of the North One- quorter corner of Section /4, To* wnship 2 South, Range / West, bl+i/lomotte Martha Street and Southwest 93rd Avenue and 92,,d Avenue as shown a coo r p, a, � ° o t o P eby canoe ed to the Cit of Ti oro Oregon. Z o �. .� o Meridian, Washington County, Oregon; thence South O 00 2® � East o distance of 280. 50 feet >o the and F , one-foot S.re .- tPh s, or h ,r y 9 Q v a� 11/orlhwest corner of that tract of /and conveyed to Donald E. and u/io i oil Pollock, husband and wife b deed reccrded in Woshing ton County Deed Records in Book 854, Pogo 258, on February /4, •� C7 ° y in/ on the Trve Pbint of tae innin - thence continuing South O°00'2D'� East ___. . o 1972, and to said /n�r�a/ Pb d g g, r ion Patricia A. Grayson � .. c s C along said Polloch tract West line, a distance of 1189. 23 feet to an iron pipe at /he IS vfl' *,e.sl Corner A Larry oy O .� o �� o ,�� of said Pollock tract; thence South 89040 l8 East along the South line of said Pollock tract, o O ` � w distance of F%)�l18 feel to an iron rod of the ,Sommeast corner of said pb/lock tract; thence North ; � O°06' 04 East along the East line of said Pollo(..k tract, o disla�nce of 4//. TS feet to on iron pipe or E � r; the /Northwest corner of that tract of land conveyed to C. L. Shcver b deed recorded in Was,'eington O ° �� County eed Records in Book 53 I-It?pe 195; thence East along the youth line of sold Pb/lock tract � .,, �. Cou y ® , : .c o d i strtnco of 234.�'O tett to the in Jersection of said South line w<<•,A the West Right-of- way line o/ p O •a 5out,�!v?st .92nd Avenue; thence /North O°O/ 52 East along sold right-of way lint, o distance of 1111 �'" �"' o 217. 84 feet to the intersection of the South line of that tract of land conveyed to Howard S. and V TVOkP �` v ' �: husband and wife by deed recorded in Washington County Deed Records �n 6bo�t v G'A ___. __ � d► �, a o Margaret A. Goss, i1h yid Wesf Ri ht-of-wa line • thence N�(esf o/ong said Go s troG•t --- - ° •� •c o age 444 on July 21, ;964 w sc Right-of-way ,� South line, o distance of 2, 0. 00 feet r"o the Southwest cornerthereof; f�ho thence /tibrftr est North X010/ 52 East S T OF OREGON olong the Nest line of said Goss tract, a distance of 150 00 o�rr•►er thereof; .J S thence East along said Goss tract Noi th line, r distance of e TO. 00 foot to the interseectimi of sad Morth COUNT Y OF WASHING TON ) /Aye with said West Right-of-war Anti i" Once North O`.O/ 52 E��st o/an said West Right-of-wo�y Lina a �f 4.62 feet to 0 ow which l='es South 0-001152��West 5.t teet to theintersection with the. South �l��arth di stance � 29 P T before me �� -v�,� s; r public rj; 1ineofsold Pollock tract,; thence Westalongo line 500 feet 5(7uth and porrollel to the North /in?! of said Pollock TH/S /.S TO CER TIF Y. Tho> on Thi s _�. day of /9 3, a C. ,� , A. err fro son and �o'r .` o ur r�yson, o v, o tract23nG0 feet; thence North O Ul 52• Eost T.OD feet to a paint on o line 2.Oc�fees North ar the Southerly IVvr1h in and for :laid S-ate and Count persona//y oppeore L y y i o • that the are the owr>+e�'s of �n�, �-'arv+rrty known '' ° ,� �� o line ofsoid Pollock tract; thence Nest along said line 174.58 feet to © point ar the Westerly Eost line e. husband and wife, who first being du/�► sworn, did s l' '� said Po/lock tract• thence North 0000'20" W est along the East line of said Pol,/dei tinct o dr:sfonce of /®1 .46 henceforth os 'KNEEL AND ESTATES as described in the foregoing instruntiMt, ®rid hc� �ht � signo- o 0 tures offixed to said instrument wos their own free act and deed. W � a � o , feet to a point at the Nartheas> corner thereat'; thence BEST along the North line of st�.id Pollock tract, o � � o ` o� � distance of 432. 30 feet to the True Poi,?t of Beginning and said l©it�ir�/ Poin>. I, THOMAS H. f/URTON, d s o ° •C 40 �, o cer.fify that the posts-nonumentation am the interior nnonaments- in this subdivision will be occo�r►plished within 90 Wl TNES,5 my hand and official seol "`� .o, 1. v p p y g O , ° � calendar days fol/owing completion of Dain improvements yr one year fol/own tf�4 original lot recon otion o ° ; whichever occurs first in accordance with 0. R. S. 92.060. /, also certify this tracing to be a true Qnd Q q, o correct jowy of the origi al plot of 'IKNFELANO ES TATES : q) REGISTERED -- _ q �. o I Re �stered Oregon Land Surveyor No for) Pu /i c for St o to of orfs` Z ° ° ; 9 9 y _r `,, " ...:_ Subscribed and sworn t before me My Commission Expires fi ° ° a this day of /979 JAN O o ° Z �Q o tory J�ubJic for Stole ' Oregon ( i, LQ Q)j ® Z,°. c o�p �j My Ci?mm 'ssion Expires C,� APPROVALS oA Y of � 0V ' APPROVED rH/S__ DAY OF , /9- A PPR O VIED TH/S ____� DAY OF , l9 AP, r Q!S .�..__._ '� WASHINGTON COUNTr1:10STAf TION WASHINGTON COUNT Y / C/ Y DIRECTOR OF ASS 7551 MEA, ,' ANO PLACO MI S/OJY BOARD OF COMM/SS/O/If�RS .STATE c7F OREGON ONUMENTA TA xA TION (COUN T r ASSESSOR) '� ;' � -�� `� CDU/V T'Y OF GIrASH/NGTON J F Y_ _� ,_ I, ROGER THOMSSEN, DIRECTOR OF RECORDS AND EL ECT/ONS, DO B Y. _ I/ERA B Y CERrI F Y THAT THE PO.S T MONUMEN T4' /0N PLAT" OF THE A r TES T THIS _ ____ DA r OF , /9 ORIGINAL /LAT WAS RECEIVED FOR RE CORD ON rHE �_____. DAY DF WASH;NG TOn1 COON T r 8y , 196 , A T OCL OCC . M. ? AND RE- APF'RO VEO TH/S DAY Of 19 DIREC TOR OF RECORDS AND CORDED ON PAGES _ IN BOOK OF WASHINGTON COON f Y EL EC TIONS (C10UN T Y CLERK) RECUROS OF TOWN PLATS OF SAID COUNTY. HEALTH DEP4R7/IofEN7' 8Y 8 Y _ _ BY -- — — .----- A f'PR 0 VE D T H/S OA Y Of. WASHINGTON COUNTY SURVEYOR SHEET 3 O f 5 BY 11111 W.a, y M .... .- - - .. 'T ".. Y.'IP;.r . ➢i..►-• ,h Zdw . pl�. �., . x lT" * ''... P4x• sn., ' .-_ .. � - .. ti _„ s •• .. 1 �, A� . �..gFti —� -..n'r'' . i ..►- �- ..�,.. ..a..._ ` ....y...._..WWI .,:�:.�,.,, ..._....._rr. .J,,.� ,w•Wyn.;,n„ #. .. ... I..,u ----- r r r � � I i � I I I r r r •� � � r � � 1 �"`� .�- ,. , . 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A .. ■ 5■ sx.55=1r pol a R`�'� -Cil* . r • • aNm ii s 41 XXXXX! 11XX11X 11111XIX1llXCC=.l1lCC1XC11111 C1 iS1�11XC11cCCC 1/1Ca111XX1 1 ;itr v = ,, , ,,� • ■a. 1 IId11 1 x1111=s"s'C11111 =!'J11111011111�111�1�111111�111��XXXIs'"11111s1�1�1 IC1111s'1111'l r w r t ■ a , 1 1 C Rll�■Oa .� 1111m1�=11�1!l1p� aCIs1O,.�.��,�Jsa .1 11l11111XICI��511�..1 �C, �aC�. �� ,. yr `w rris� . .,w+�a 1�lXl��!'' �!��'N�l1 M1{�; A��rr.a • i i f■ • � �' E Y �r i � r 1 l i � • a I CITY OF TIIFA RIS WASHINGTON COUNTY,OREGOIJ October 3, 10c�f' GRAY:ON CONSTRUCTION COMPANY 8946 SW Barbur Blva, Port-land, OR Be: Kneeland Estates Gentlemen: With regard to the offsite drainage plan (dated October 1, 1980) prepared by Burton Engineering with respect to mitigating a potential adverse storm water impact upon Cook Park, due to outfall of additional storm wAet fron the Kneeland Estates development site, we consir1^_r such plan ;:o be a reason— able but temporary sol+ition. Whi.lE it should htlp to prevent water damage to our most westerly soccer ficlu* , please be aware that we feel though it is suf'Lcient to permit construction to continue, it does not fully resolve our previous question(s) of just where does the offiste runoff run, how much runof.i i.s to be anticipated, what sort of imps,7t is there to be expected and what is propcaed to be done LO mitigate any problems thereinregard. We feel these questions must be dealt with via the phase III project submittal prior to any construction approval thereui. Yours truly, John S. Hagman Supt. Engineering Division JHS:pjr cc: Burton Engineering -- 12420 W. MAIN P.O. 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E ,j O UJ � � = W U h O yw d Q N c IJ. to t V W 4. I•.l r R W U 0 h 7 I : < Z ❑V J NEn _ h Q Ui (503) 639-6116 X09 NO IIII BURTON I I' ENGINEER, Septemb, 22, 1980 302 Tigard �I �MJIIN��p�mmuni,, i i� ui � , uuuom f3 a — Hail Blvd.&Pacific Hwy. _ Kneeland Estates TIGARD, OREGON 97223 Tigard, Oregon City of Tigard RECEIVI-D ntti[r. r eM alit ANI City Hall �_ g rd Oregon G..11 � N"F�+rNt n+ r ATTENTION: John Hagman CITY OF TIJAR7 T,)m Burton, Dan Burton, Wayne Jeskey fIIG FOLLOWING WAS NOtF.0 ti Contractor is laying sewer pipe on 94th at Soutar end of project, Pipe was begun at South end of project and he has progressed North to Milan Street. Also sections of 24" storm drain has been laid in this area. Contractor has been backfilling in pipe zone area with 3/4 minus crushed rock. Remainder of backfill to subgrade has beer, sand imported to project, however, material excavated from trenches appears to be as nearly as good sandy granular material as that imported. We have therefore authorized B6nes Construction to use this material fog backfill on the condition *hey provide proper compaction in lifts with proper moisture content in these trench area. Backfilling instructions were given to Wayne Jeskey, Su-?rintendent for Bones Construction and Scott, in charge of pipe laying crew, Presert at the site were Dan Burton, Tom Burton and Wayne Jeskey. cc : Bones Constrction Grayson Construction, � � D � D p�[-' I•�I SIGNED. r,y,+4±i+. AvI1NMM hn�'' FII'�P.�Inw�NrM Mottot mops .,•......••.••._-_.�-- _ani atl i 15031 639-6116 l Burton Engineering and Sur, ing, Inc. 17, �Illil II � '' u i iu 01 io ._L� 1J 302 Tigard Plaza-- Hall Blvd.&Pacific Hwy, LETTER TIGARD, OREGON 97223 i GIiiiill�IIII��Ui�iIII�IIAM IriiWRIAII�M!IAIMIIANr' � ��i llii;iIi Date ')eptembeA 26, 1980 To John Na ma i ty o 6aTigand subject Y.neetand Ee taxee U ty Hat-t Ti.gand, Oregon 97223 Heaecai th 6uhmitted Soh your appnovat i.6 a nevized plan bon .the o66.6.i to 6etoen to .the South,-6 KneeC,.nd r 1-tate6. It NXU Changed in accondrtnce to you4 coAAec-tiona and .to accomadate the pnop06e4 KneeP_and 111 tot-A. Youh. prompt attention on .th" Wou rf be appue,ia-ted, and .i6 .theAe ane any quUtion6 p2ea6e COU me at 639-6116. [] Please reply F-) No reply necessary SIGNFr) Runto n Fn9ineeing. FOp1A 1SlI-Y w.N.blehvn lAaw7int,daon.wau 01480 ._---- T I G A R D C I T Y C O U N C I L REGULAR MEETING MINUYES - SEPTEMBER 22 , 1980 - 7 : 30 P.M. 1 . ROLL CALL: Presen - : Mayor Alan Mickelson ; Councilmen Tom Brian (arriied at 7 :40 p.m, ) ; John Cook (arr- ved at 7 : 50 p.m. ) Kenneth Scheckla ; Councilwoman Nancie Stimler ; Chief c: Police, Robert B . 'dams ( left at 8 :00 p .m. ) ; Legal Counsel , Joe Bailey; City Administrator , Raeldon R . Barker ; Director. of Public Works , Frank Currie ; Plann- ing Director , Aldie Howard ; City Recorder/Finance Director , Doris Hartig; Clerk Typist II , Lowana Murray. 2 . CALL TO AUDIENCE FOR THOSE DESIRING TO SPEAK ON NON-AGENDA ITEMS (a) No one appeared to speak . Councilman Brian arrived - 7 : 40 p.m. 3 . APPROVAL OF MINUTES - September 8th and 15th ; 1980 . (a) Motion by Councilman Scheckla , seconded by Councilwoman Stimler to approve . Approved by unanimous vote of Council present . �� . APPROVAL OF EXPENDITURES AND INVESTMENTS : $47 ,406 . 87 (a) City Recor('^r requested Council amend the payment of bills to include purchasing a 1978 Mercury 2 door Vin #8H93S544725 from Knauss Chevrolet Company, amount of $3 , 500 . 00 , making total bills $50 , 906 . 87 . (b) Motion by Councilman Scheckla , seconded by Councilwoman f Stimler to ;approve . Approved by unanimous vote of Council present . 5 . MONTHLY REPORTS - Receive and File (a) Motion by Councilman Scheckla , seconded by Councilwoman Stimler to receive and file monthly reports . Approved by unanimous vote of Council present . 6 . SUBDIVISION COMPLIANCE AGREEMENT b PERFORMANCE BOND - Receive and authorize signature of Mayor and City Recorder . Kneeland Es to 9_S —_AC_.C�3yson__�ompa_ny (a ) Motion by Councilman Scheckla , seconded by Coiincilwoman Stimler to receive and authorize signature of Mayor and City Recorder . Approved by unanimous vote of Council present . SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the CITY OF TIGARD, a municipality o�f�0 egon,dhereinafSte'r termP ;e „�1t19 80 between the A. LARRY GRAYSON CONY a partnership, Y and , MPA — hereinafter Eermed "Petitioner". W I T N E S S E T H WHEREAS, Petitioner has app e(, to the l for appro1l^_1 for filing in Washington County, a subdivision plat known �,5 located in Sectior14,10 _LN_EIyL _ wnslaic� -- -----_ Willamette Mer 1,111, Washington County, Orego ; and W!II:kFA'�, the City of Tigard Subdivision Ordinance requires the subdivic!er 1 , install , :sidewalks, street. rights, storm sewer Utilities an.rl r,Ihf�r 111:h1i1, facili ies fnr t_he dove lc, .n.:.�ntsanit,�yrrsewers, underTj ert,nIi fees; and l 1 _ 1,, WHEREAS, the City has approved and adopted the standard specifications for Public Work, construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner ' ;; development erre incomplete, but petitioner has nonetheless requested the City to permit progressive 11ccupency and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and s said subdivision by Legally enforceable assurances that thetpublicrimprovementsowillin Fe I installed as required and completed within the time hereinafter set forth, agreements toEbeFkept. andconsideration by th,;the Petitionernandremi-esits 3u and the covenants and AGREED AS FOLLOWS: its ,sureties, IT IS HEREBY (1) Petitioner shall proceed with '-he development, with the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision 1Tot later than two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision Ordinance r and the standard specification adopted by the City of Tigard, or is may be otherwise approved b the Public_ Works Department and to use only such mateiial and to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, ►'etitioner tenders herewith to the City a surety bond in form approved by the City, with ! iability in the amount of $�SL_50 (_Q a co w�•, this reference rr„sde a part hereof. PY hereof is hereto attached and by (3) In the event that Petitioner shall fail, neglect or refuse to proceed with '1ponhe work in an orderly and progressive manner to assure completion within the time 1.11.1it_.y, ten (10 days' notice by the City defaul `. and failure to Petitioner and Petitioner's sureties, and :uch to proceed facontinuing thereafter, the Cit ' to have the work completed and charge the costs there oy may at itsoption procecri f against Petitioner and ntitlun(.r ' : nureties and In the event same he not paid, to bring an action on the said bond to rero:'mr- the amount thereof. In the event such action be brought, Pet.ition.er and Petitioner' ; sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costa in:u*. red by the 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 sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, thi City shall be entitled to recover such sum as the court shall adjudge reasonal)le as ,and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court, if any. (4) PetJtioner, concurrent with the execution hereof, has deposited with the City an amount estimated to equal renCal and maintenance fees with respect to the street lighting facilities within SXRXIRXX$7C9[X the subdivision, according to Portland General. Electric. Schedule #91, Option B, together with a further sum equal to the estimated cost of providing electrical. energy to energize the street lighting facilities for a period of two (1) year.s from the date of initial energizing of said lights. Said amo"nt being $ 2, 125.44 (5) The City arrees to make and provide periodic and final inspect!()n-; which in !hf1 City's interest are desirable to assure compliance herewith, in consideration whereof the letit.iorer ha.s paid prescribed inspection fees. * (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 618.30 (i) At such time as all public improvements except sidewalks and street trees within the subdivi,.ion have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond, if not already provided with the performance bond, form approved by the City in the sum of $97yini _Rn to provide for correction of any defective work or rnaiT,t.enance becoming apparent or arising within one (1) year after final acceptance of the public improvements by City. (8) Upon receipt of certification by the Department of Public Works that all requirements have been met acrd a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year: as hereinabove .,�t forth. (n) That in addition to or supplementary of the require-tints of the City'., Subdivisior Ordinance and the provisions hereof, Petit-Loner h'.nds itself to confr—! to the following requirements, scheduling and limltatiors; (a) None of the Lots of petitioner's subdivision as described ,may he occupied fcr residenttar. purFoses ur-til ar, occupancy per^rit is iszued under authority of the City and no occupancy permit shall he issued prior to the acr. Fptanc, of tho subdivision and to the time that the r-idewalk paralleling the street for each 6r.veloped lot proposed to be occupied, is installed as a part of the devElupment.; pro,Jded Thal all sidewalkF as r,:quired by the plans and subdivision cdf shall be ir.staILEd thrctlFht said subdi% I:icn not later thar, I years from the date , f thl.- Subdtvl�ion 1-pro; e, t Contract. * Proiect Fee Sewt:r Feu $ m -fin -1- Ail landscaping tr_es on that. hi.rtion of each lot between the pubii.: sidewalks a-,d the cur`; (pa6 r,ng ares) as requ_red; ::hall be planted and in place prior to final inspe^..tlor. ar.d isse,a*+ce of occupancy permit, for each such lot in the. subdivision, Provided that f-i: sl t-.spectlon .ar-A iPpl.ie.a.�t for occupFr-:.y Permit occurs within an; calendar month fr;,r October to Apri!. of any year, :.uch plantings may be deferred until the next following growi.-►g seaser.. Tn my event, all landscaping trees in all areas shall be planted and .:r. place witbir, the entire subdivision within three (3) years frc,rr, the date of this subdivision improvement contrac� . (,,•) Within one (1) year of acceptance of the public improvements the Petitioner agrt4,; to place a one (1.) inch asphaltic concrete Class "C" overlay on all roads within the Jeve'_opment. (d) Compliance with all terms and provisions specified theretofor said subdi,.- i.,;-i divel.pment by the Council and the Plariming Commission of the City of Tigard, Oregon, irregar-d to variar-ces allowed from the subdivision ordinance, conditions specified !y the zone lige classification and, also, on the approved plat(s) and plan(s). (10) The parties hereto hereby adopt the form of pert'ormance bond, copy whereof is hereto attached and by reference grade a part hereof, and pettitioner agrees to cause to have said bo-:d executed anA piled with the City concurrent.'.y with the execution of this agreement at. oc prier to the tine. this agreement is executed on behalf of the City. (1.1) The ,specific; requirements or Paragraph 9 hereof shall for all purposes be included as a part of the ohligHtion .:.ecured by the afcresaid performance bond and the City shall be entitled to recourse thereto in the evert. of default on the pert of the Pet.itLoner with re,-pect to ary requirement: thereof. 1.N WImNESS WHEREOF, Petitions- acting by .and through its duly ,authorized under- signed of`_-.Fr, pursuant to resolutior_ of its Board of Directors has caused this sgreemert to be executed, and the City acting pursuant to reso.lutiop of its Council adopted at a meeting thereof duly end regularly held on the A-2 n d y da of -9��_, Mayor =cr.d Re,,:ardec . has caused this agreement to be executed by its' A. Larry Grayson Company partnership 9y arry G s n 3y — - Patricia A. Gr son THE Cl OF 1 D ON / Rv: -- Ma --- Ry ' Recorcic r _ i J STA VE OF OREGON t olinty of -- -- - —� On t/his Cl of � ernder_ 19g,, be/fore me appeared and .o�� _ -- -- -- both personally known who, being duly sworn, did say that he, the said - -----is the Mayor, and she, the �]_. is the Recorder of the C14 , OF TIGARD, a municipal corporation and the said 1�o_�S.ctv�____ and _ D6._ 1^s7`•_ ;,,-L-oowl,•dgpd the said inst rument to be the free act and deed of said inuniripal corpoi at ik,!; . ,,-c hereunto set my hand :and affixed my official seal , this day :+nd yaar -ii tb; j, c.zrtifirate first written. Notary Putlic for Oregon My ComTissio,n .. .. +.�►,>•• .... ...q•. ,.,,,,,.•. .. ... v•.:;w.;. .•�+•{:;:�.•.,. •ar...r. . . .,.:.,•ev,::.r. ,%f�' ••v��k:r; .a.aykc�y,�.;:e•• •'JL+..w•...,•.. ►. o a�' :e: I VTY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT GATE:-- _ _. ,— 'MOI,` Ut�I-LARS NAME' CA;OH: ADDRE.S: M.O.:_ f r OF -- - �R° ACCT. • PIRMITI SURCHARGE_ AMOUNT_ SEWER BILLINGS 40-364 _ $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 — MFCHANICAI PERMIT 05-332 BUILDii d,PERMIT 05-333 SEWER CONNECTION 40-363 ` SEWER INSPECTION 40-365 _^ SYSTEM DEV. CHARGE 25-366 _ PARK DEV. CHARGE #1 30-367 - PARK DEV. CHARGE #2 30-368 ING ADJUSTMENTF 05-362 =�cs. 8�3a TOTALS RECEIVED BY: PIRINIT NUMBERS SIGNED: - - Nuniher Amou�1 Number _Amount_ Number Amount of RECEIPT N f3 O C CITY OF TIGARD !_ y ,Y�,�•�,,Iti �t DEVELOPMENT DEPOSIT FEE CGMPUTATION SHEET PROJECT NAME[ ��----�—' PROJECT N0. (1) PROJ_CT FEE (City ord. 68-48, Sec. lo, Por. A u)Total estimated Improvement cost .• .• • 1; �• 5 0 b) Less can. sewer est. const. cost. ........ .. S, C � Adjusted improvement cost......... . ... s 7e e c) .015 X �=----'—blotol) (sui (2) SEWER FEE (U.S.A, res. 70-12,Sec.9, P(sr."13"): a)Sewer plan check fee Fj Inspoction fee , 1 10.00 X Cort (no, of lata) ri 2LC -- 2) 100.00 min. n . .. . . .. .. . . . . . b) Permit fee Q connection charge paid. . . . .. ..... ..• • • •;p i c) Sevier district contract surcharge paidt .......... ... ...�" (district name i (3) STRE:I:T LIGHTING tFCIE a) PG.E. lighting schedule no, b) Mthly rate option. ....•. no j _._.�-...I /`n�Ir 1w1F�l��ttol.t 4VARb� , type Wight lumens umens J I�QW�f`t' 92 (mthly rote) oo.of Ilghfe) type of pole pe�`nhet` L+ ---- Tmthly rale) (;;.of pops) lyr. _ 12mth°e4 (subtotal! — 2yr = 24mth's $ 5 _x _ --- (subtzful) (no.otmfhs) (4) SIrN FEE (item; nstanation) (pts sign) (no of sign) STOP i'------ x — ' -- RESTRICT, OCCUPANCYx - STREET SIGN - X ---- — - h--`—`— z� -r5 COtdi3.S I uP/9T.t).AtAE ` x ;t-ILL— NO PARKt IN0 A • X x mleof _ X e , 'mist,. type) RECEIPT N0 PATE PAIDs �3 14 check GRAND TOTAL. ft t,- 7s .�•_++ cash C3 money order 1: :�insert' aewer,streat,ur svlld' 'pian I SUBDIVISION PERFORMANCE BONS � Bond No. 615`;11192 KNOW ALL MEN BY THESE PRESENTS, that we A.. I.arr Grayson Company, a ar.tnershi as r nc pal, and ' T:,� •T TT): 77Y CI-PA'Y a corporation duly authorized to con ac a generate sure y bus ness - in the Sta-Le of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $485,509-00 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present, THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting Kneeland Estates subdivision .located in the C gars , Oregon, and en er ng into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of' the ,greement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shell promptly make pay- ments to ell persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then thiF obligation shall be void, otherwise to remain in full force and effect, In the event of suit or action be f;.led by the Obligee hereunder to enforce said contract o- to recover undTr the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF, the parties hereto have caused this I d to be executed this �zrri _ day of se;trh r , 19AIIa A_ i.a r r V (.r r , name -07 corporal on Ay•� At"'I, ry son � By I._._,_ ___,_z.__ Py _1�t ire s . en I Patricia A. GrXyson SecreTary (Corporation acluiowledgement of THE TPAT:,UMS r'mc'MTY CIT I'Alrf corporate principal and a true ur?T y '�" copy of the Power of Attorney . must be attached to the original of this bonds ) _ Morrney- n ac t' 1 On . srdt.h r, r ti A TtirR !;;,o%;J ►.;:. . o of • ---( ( � , ' 19 b�: t persUr.al ly c.. ._ --(�� to me k>>c), n Illat }-,-, is a p:%rtner in ti ,r ! irm of Q IA4AT .4' /yj fr c ,.;,d c3: i ,f sail firm. T 1• i r ST 1ON 1'r -d lily of ' i c i a 1 j J-,. A ct ,ry »bl is for Orr- Ile C Aim PARTNER (S) ACKNOWLED(-hiH;f4T OF OREGON COUNYY OF ss . Oil ofbe,'ore io),, pe-i-sunal ly c&jnL- A e-10&j to me know i , alle A star --d partner. in the firm of aA*-) ;-knowledg(-.�d that he executed the fo!-,_,: i1L il.:, i C 1 r(-.e a.ct and do(-d of sR id firm. IN TEsTimoNy hereunto set my hind "nd a, fixed my official boal !Ild and yeRr last abov- µrjjjon . t4otary Public for Oregon My CO !w11 :1 <;,"iren r'%pires 15031 639-6116 Burton Engineering and Surv- ng, Inc. IIIIIIuIII�lII l 11 II IINIIItIIWIIINII��Ih��IIIIRIIIKIINRI�IMIMllllll l� ,,,jjj�'`� �LJ C.��(l,./ LETTER 302 Tigard Plaza—Hall Blvd.&Pacific Hwy. TIGARD, OREGON 97223 Cal- 8112180 To John Hagman Subject Kneeeand, Phalle 1 C.i t y I Ia t Tigard, One. 97223 Con6tnucti.on PCanz Ifetewi,th .tevi6ed pfax.6 on the above ptojeet. 'fant_'za Peace IwA heen changed Anom a cue-de.-bac to a thAough bt/Leet cornec.ti^n to 6ub(t.vLz-i.on adjacent on the Wnt'. TItiz tva6 done at City nequeat. youh I,,r .nn.ing ditecton eay.6 thZ6 *a not neeon.bt,i tute a ma jon change and .tequ,inm no ju4APA action. nF(l app-tovae fuu heen given and we ate heady Son con6t4ue.ti,on Ce ; �i✓v y 5•� ❑ I E� p y ❑ No reply necessary SIGN � Please reply __ _.-. _� �cciii.•sss I1111 166.2 A..xx,w nom,,ti,:JWtm.dotom Mai0moo I ESTIMATE SHEET FUMLTiOti NG.,` J'A NO. 4i "9 9 ,� _ - SEC TION NO. �-Z/-/_ -_ >- 8--40-203 FUNCTION NO. ' - FOR_,_ a __ COPY _ EST LABOR (IN MANHOURS) � 712. /4?p INSTALLING Rn n0t4l_A:;: REMOVAL CONNECTION DATE ��-pr ___ iR1NSF. - -_. --�� STOREROOM NO. )Q Z/ 018TRICT - - - _ REQUlStED BT - L_r__�"7TOTAL ICK, (UNCTION Cl ACCOUNT STORES CODE NO. ACTUAL -` �! - QUANTITY MATERIAL TO BE INSTALLED QUANTITYY- ESTIMATED COST �.30�_' ---- 410 01,06 7- 7-)4 774 4 ----,— - , --- _4-e.? -0 �"c lop ---- - �. _ NOTES- r _ 101 cost . y __ _ MATERIAL Sr .�T�/rIzfc //T b .t/ l�I �.�[ -- STORES EXP -- - - - — -__--- LABOR TRACING NO, i TL CIRCUIT 77: A I/ --"—__— tOtAl :HECK II EMS REOUIREJ _ PERMIT APPLIED FOR O K.FOR RECORDS iyir,�� CUSTOMER SHUT DOWN I/ NOTIFIED PPI TO TRANS LINE DEPT. PORTABLE SUB. r ---- - OVERHEAD `/ EIC T NOTIFIED o .O TRANS._ OFFICE INSURANCE _. D hC EASEMENT REQUIRED --/",!'1XAf- PPL TO TRANS.d REMOVE ►OIES STAKE HOLES r TOTAL — TELCO TO TRANS.&REMOVE GIST.ENOR, LESS BAlVAOE TRIM 411111 ON H181O1 // POLES TOPPED " POLES REMOVED --- BIllINO Jos ESTIMATED B1' DATE -•.-� WORKSTAR uRR��fDBr.` • _ --�--- _ _TED by DATE '" f� Unified Sewerage Agency of Washington County 150 N. First Avenue ��FCEI� Hillsboro, Oregon 97123 E 503 649-9621 AUG (, 1980 CITY of TIG�RD August 4, 1980 1 City of Tigard P .O. Box 23997 Tigard, Oregon 97223 Gentlemen: SUBJECT: KNEELAND ESTATES (City of Tigard) The construction plans on the above-referenced project have been approved by the Unified Sewerage Agency and the Department of Etivironmental. Quality. If you have any questions , please do not hesitate to call . Very truly yours , Terry Chamberlin Engineering Tech. III /cb Enclosure 72-4131: 11 a '.NleNpll1 I N N1 1w R11IN Ron NINE 1 NIIII WIN i . N N �:. _��.� w ellale MEN � 110. ,,...��'� ENRa w `i3 pm �:'"`�N .::��11 ee N�ll ow N 11101 I ! 111 MEN I�I w �N Now - ' ■ 11 w1a e 1111 1111 �� '' p N Nllilllis1111y e , 4;06:'.. 111i111isa11'iNea I ITT fall ilf� "'yrs,,. IesaQ1 an III 1=11 1111Wall e %10A19101 I e C Bill do lido 11 I e n 11 NNe11� 111 e a■ n Iii 11 s,�1� 1111 R'', N liERP11,alli 00012111111 lie I:I ilWillan gave i1N �Ai 'i I111CC 11 wen 11111111 � 11 1 11 o Tf _.� le iIllaiil N11��1 Ii111ra1N=1 N:..;Wa + = 111 N111i1111i1111 N Nom, MONO 1111 w ,'�"1'�; i1111111i1 1111 � �" !! 1 Mil 11 1 111• N� A -� �,� N� a �� . .,� - w NIB ll 111111111c11N�0ewi1 14�1a1e11e1�, i w N111sI1N11111 Lill 1► N C9 1111 IIs0i1N 1111 .1 N e11 ICI a � a �T� " 1 �INi1w0 -a-llyRm w F. _ I rl,.w99 ��3 M •� 'i� J� � • _ 1 � �� .. �� ee NAI :! loonl� p 1t1 six 11 .N•:r� . 11 CORE i:11iN 1 'iii ' ' ' ai,� 11 1:1i11ii1i iia �• . UK :4 =C10a1:ssi t 1 ' � . ;! 1 N r.• i ii a 111l111M1� iA_ -: :1: �'il �a�"�► mini 1 BURTON ENGINEERING & SURVEYING, INC. Civil Engineers • Land Surveyor~ 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 503-639-6116 RECEIVED July 23, 1980 JUL 2 1980 ClTy O� TIGARD City of Tigard Engineering Department 12420 S.W. t-lain Tigard, Oregon 97223 ATT'.:NTION: John Hagman Dear Sir, Herewith revised cost estimate for the project Kneeland Estates. This cost estimate is being updated as the original was submitted a5out two years ago. We are nearly ready to construct this project and have received a low bid for this construction. We are therefore using this bid for our cost r2stimate. The cost estimate is as follows : Item i - Streets $158,083.00 Item 2 - Storm Drain 71 ,871 .50 Item 3 - Sanitary Sewer 100,015.55 Item 4 - Water Line 63,491 .10 Item 5 -±$esti'., MrS��w (Y� r�cl.bfs n��^pccus �.�c1 5,900.00 1)Qk�,TOTAL OF ITEMS $399,361 .15 Item 6 - Trenching and Electrical Service Installation-19,889.00 Item 7 - Street lights 1(1,000,00 item 8 - Sidewa K Construction 56,259.00 T i'TiiL OF ITEMS $485,509.00 i Very truly yours, Thomas H. Burton THB/mb Enclosure �w s JUL. 11 1980 CITY OF TIGARD Unified Sewerage Agency of Washington County 150 N. First Avenue Hil!sboro, Oregon 97123 503 648-862.1 July 9, 1983 Oregon State Department of Environmental Quality P . O . Box 1760 Portland, Oregon 97207 -jentlemen : SUBJECT KNEELAIM ES'iATES (City of Tigard) Enclosed please find two copies of the plans for the sanitary sewers to be installe(, in the above-referenced project . Please review and rc-turn all copies to the Unified Sewerage Agency o": Washington County , 150 North First Avenue , Hillsboro , )regon. We would apr,reciate ,your approval on these plans as soon a6 possiole . .!ry truly yours , C4 Engineering Tech. jb Enclo__rps cc . Engineer(r;ity of Tigard)/ PLANT Uu.T.ham BAS I N_E;a f ' '- 16 CUSTOMER AUTHORIZATION FOR UNDERGROUND ELEL AIC SERVICE TO A�SUBDIVISION,APARTMENT PROJECT OR MOBILE HOME PARK [his project,which is known a�.J.1]L.u.—L `j I 1 1 ) `� I !1 ► �'� ,s located at •�• �(/l r l 1 `I�i [�N tl h l h� I 11. 1a�'.17 This project is alas subdivision,—apartment project, mobile home park, I requ . Portland General Electric Company to provide underground electric facilities to service lots, units, spaces in this project. It is understood and agreed that the underground electric system will be installed in accordance with Portlanr'General Electric Company's plant and specifications and is subject to the Company's Tariff or file with the Public Utility Commissioner(the Tariff)and to the General Rules and Regula. tions of the Company. I also understand that I have the option of selecting either surface-mounted or subsurface transformers. My selection is marked below by my initials in the appropriate box. I elect to have surface-mounted transformers at no extra charge. �R 1 elect to have subsurface transformers at an extra charge of S ~ 1 will furnish such easements as may be required by the Company. If the l,roject is a subdivision, 1 agree that prior to the sale of any of the above lots 1 will file a restrictive covenant that will require underground electric service to each dwelling on the above-mentioned lots and will require the dwelling owner to be responsible for the cost of the electric service trench and backlill on his jot. The Tariff specifies that certain costs are the responsibility of the project developer. These are summarized at$ for the original cost of any existing overhead facilities to be rerno act, less accrued depreciation and salvage value,and plus all costs of removal. I understand and agree to pay this cost upon billing by the Company. Tt a Tariff also states that the project developer will be responsible for all costs cssociated with trenching,backfilling and excavating within ;he project inUuding 50 feet beyond the project boundary line or project boundary line e..jended; for the est of opening and i closir•, or boring improved private streets, driveway areae or street araas within the project boundary;and for the normal setillog of the trench backfill. The Company will be responsible for providing crossir., public streets, roads and highways located outside the project boundary. In this connection, I .,ndefstand that I am entitled under the Tariff to make an election between the two options described below. My election is indicated by my initials n the appropriate twx PLEASE INITIAL EITHER PARAGRAPH a OR J1 BEFORF RETURNING THIS FORM I elect .o perform*"#9nchiM1/main line trenehina only terra),backfilling excavating,etc , 'a time agreed to by the Company. Alsip, if re(maed by the terrain, I will either install concrete barriers or pay PGE to install galvanized barriers to pr(tett the transformers.Furthermore, I unilvistand that all costs in connection with trenching and backfilling, including but not limited to street opening permit costs,cleaning out trenche• normal settling of the trench,damage to other utilities, insufficient depth, loss of property corners,etc.,are my responsibility;and 1 agree to defend, indemnify and hold harmless Portland General Electric Company from any and all costs, joss or liability in eon;nection the,^with (See reverse side for specifications.)The street opening permit costs are S I }g) I elect to have the Company do a11Ua>ncbb 14/main line trenching only(dslets o")and rough backfilling on publ ic and private property arid,with the exception of final grading,the Company will perforin dil necessary final backfilling to return the ground surface of public pro,serty to a con iiition substant,ally Ilia same as the Company found it 1 will be respo-0ble for the final backfill on private property and for all final grading and any further minor settling of the trench backfill on both public and private property,except for paved street crossings outside the project It wndary.Also, f required by the terrain, I will either install ,oncrete barriers or pay PGE to install galvanized barriers to protect the transformers. The cost for the work is estimated at S- .1 In addition,should unanticipated trenching difficulties be encountered,PGE's extra trenching costs will be billed to 1 the customers. ■ I also agree to make availr'ile to the Company the areas to be trenched at or near final grade and free from obstruction prior to the start of eonstrfor hvzthfs._ r Company and to notify the Company at least 3 weeks prior to the paving of the streets.The total of the estimated costs shown above is 11i2 . and is du, ,pon billing on a monthly basis by the Company.Such billing will be baser)on work completed as of the billing date. I 11,at the time of Inv pertinent Tariff or Rules and Regulations changes,there are dwelling units covered by this agreement which have not been con strutted slid underground electric service has not been Installed,this agreement for underground electric service to these dwelling units sriall be suhlrct to the reviled Tariff or Rules and Regulations. 1 , ( ► I X _ PGE Representative C+rstnmen s Signature ' Date 1 �" �i)` 1.' 11 (-.►�11v�� I� (r )11,T. C Division Name I T pe) 1 Phone ri Address City Date /Irl�J ' L is;�� C�-R�Yr,C ►1 Undernround Electric Service to Subdivision,Apartment Project and Mobile I longe Park 3/80 1 512d White____0rJ2WaL_- QYQ1law_=_Customer copy- Pink F Ile Copy Pat 01t'(A&l 00) I e 0 ' e i1Bills 3508 S. W. 109th • Aloha, Orr ion 9700 • 649-5682 ;k11YSUN (;ONS`I'E2lJCTION�-- _-PROPOSAL --- RL : KNEI;LAND ESTATES bear Sir: The undersigned proposes to furnish all materials ar, perform all !atx)r iw-cessary to complete the following: I . Streets -- — _...-- -- -- — _- $ 158, 083 .00 _ II . Storm Drain: --- - - --- ---- __ — 71, 871 5.0.— III . Sanitary- Sewer IV._ Waterline 63,991. 10 V. Bond _ _-- — 5, 900.00 Total $ 399, 361 . 15 All of the above v ork to be completed in a substantial and workmanlike manner for the sum of Three Hundred _ Ninety Nine Thousand Three Hundred Sixty One Dollars and Fifteen Cents. -- f U2.a:361.15) ) Dollars Payments to be made each aux _—__ as the work progresses to the value of per cent of all work completed The entire amount of contract to be paid within ---30 Da V S -_- days after completion. Any alteration or deviation from the above specifications involving extra cost of material or labor will unly be executed upon written orders for same, and will hecome an extra charge a.rr the sum mentioned in this contract. All agree,:ients must be male in writing. The Contractor agrees to carry %Vorkmen's Compensation and Public Liability Insurance, ■ls-) to pay all Sales Taxes, Old Age Benefit and UnemployniLnt Cornlxmsatlon Taxes upon the material and labor furnished under this contract, as-required L.- fl,e United Stales Government and the State in which this work is performed. Respectlully submitted, BONUS CONSTRU(MON CO. Contactor ACCEPTANCE YMr are hereby authorized to furnish all materials and labor required to complete the wort. mentioned in the above proposal, for ut the undersigned ;grecs to pay the amount mentioned in said proposal, and according to the terms thereof. The pricm represented by this proposal are valid for__-! days II eAU L� , 9411 LIN W11,4111Tki"I 3SO4 S. W. 209th o Aloha, t,-egon 97005 • 649-56112 r; ?AY.,ON C:ms,r,:UC`CION June 5, 1180 proposal for Kneo and Estates : J . STR F E T S I . Clearing $ 15, 000.00 *• 2. . Excavation 16, 263 C.Y. $2 .30 37, 104.90 3 . Base mock 2,644 C.Y. 8. 35 "; 2,077.40 4 . Top '?Ock 1 ,033 C. Y. `L 9.50 9, 813.50 5. Curbs 7, 377 L. F. a 3 .60 26, 557. 20 0 . Asphalt 1 ,600 'Con u, 29. 30 46, 880.00 7. Barricade 1 Each kt� 350.00 350 .00 $ 158,OB3 .00 1 . 24" CCP 220 L. F. `d, 34 . 95 $ 7,689.00 2 . 21" CCP 455 L. F. !V 27. 10 12, 330.50 3 • 15" `7cp 1480 L. F. 18. 15 26, 862.00 -1 . 1 21 CCI, 695 L. F. 12.00 8, 340.00 5 . 10" ccp 330 L. F. 4 10.80 10564 .00 G . STU. l'atr-h flasin 18 Each �v 352.00 6, 336.00 7. STD. Manhole 9 Each 750.00 6, 750.00 7 1 , 117 1 .50 '* Includes all. excess materials from sewer trenches. 11,ige one of two 3508 S. W. 209th • Aloha, Oregon 910o5 . 649.5642 I • _�SANITA"Y SF;WEi2 1 . 8" CSF' 4320 L. F. `L $ 12. 15 ; 52,488.00 2. 4" CSP 2127 1,.F. 10.65 72,652.55 3 . 1x4 Tees 75 Hach3_.r .00 2, 265 .0o 4 . Clean out 2 Each ` 200.00 400.00 5 . STD Manholei 17 Each �. �)00.00 15, 300.00 f) , Drop Manhole 2 Each 11900.00 3, 800.00 7• Manhole Connection 1 Each ` 250.00 20.00 8. 1,ine Cotim-rtion (offsi.ty) 1 Ea . 2, 500.00 2, 500.00 $ 100,015.55 II . Waterline 1 . 8" UIP 1030 L.F. ; 13.,80 $ 14, 214 .00 2 . 6" DIP 2340 I.F. 4 l ] . 25 26, 325.00 3 . 4" DIP 100 1,.F. 9.65 965 .00 4 . Fittinac,Hydrants Testing T,. S. 21 . 987. 10 $ 6 3i4 91 . 393,461 . 15 �Rnd 5.L900`00 $ 399, 361 . 15 NOT INCLUDED IN ABOVE FIGURE SI DPWAL.KS 36, 296 SF a 1 .55 ; 56, 258.80 page two of two November 9, 1979 DONALD POLLOCK UVESTMENTS 10211 SW Barbur Boulevard Portland, OR 97219 Re: '.:nnelandl ;ubdi.vision — GLesham Tract: Dear "r. Poll.rc':: :Tntil. the subdivision compliance agreentent (end neru.)r.�nznce bond) is executed anti is on file with the City, we Flo not intend to process the off—site sanitary sewer eaceinent documlint; the re,isnn being', that without uositivn assurance of installation of the propose,' Sul,division, there exists a possibility of there beinc; no need for encumbernuce of Mr. Gresham`s tract of land. Your^ ver,, trx�l.y, i I John S. Hayman Supt. Engr. Division JSti/P.'P i I Av(-)it! Verbal tdessarles CITY OF TIGARU 3t;u;i ec t: � � ►4 1� ----- —---— 7r: �,4 r cP IdA C.�✓'E- / ( \ A9 i i i I' I r Lr RD PLANNING C0t1%1ISSInN ,•:,Just 7, 1979 - 7:.30 P CO,'*1ISSI )N DISCUSSION AND !%(,TION: Since no further questions from Coo-uniss.Loners appeared to be forthcoming, Speaker MOVED approval c?/zone C'ra:,r ZC 26 -' 8 PD, based on staff findings and st=`f recommend- ions, with the two slight corrections to R,,cr.samendations 2 and 9 already _ted; and that rtipai_s relate i to industrial. and business equipment be adder to the list of approved condi -ional uses as found on pp. 40-41 of/thenaatile, Bonn s:..,conde,d. Smit h asked staff. if tlhey were comfortakthr. dzive-through. parking lots as access to the long cul-de-sac. Seed the plans had h;aen reviewed by both the Fina District and the Pule, and neither raised objections. Smith qL,stion,-d the permittederage, which staff state,i is in a^cordance with the previousfloadp in ordinance which governs this project. He raised the questions of ade cy of parking spaces in relation to the increased building square fo aye, which Sr1by stated had not be..!n recalculated because the original plays' had excess parki nq spaces. Smith asked that a Recommendation 10 be inclu as follows: 'Char. the number of parking spaces provided shall comply h the cur._,-nt ordinance. Speaker ad lod this provision. to the motion, d it was agreed to by Bonn, the seconu. .miLh questioned o,hether access >.-urge semis, fur instance, would be adequate. ;eltby pointed to !becommendacion 0 which requires all such site characteristics to be ._pproved in the so '-e r3.d gn _eview process, Tie motion amen'=.�as th m carried, witf. Wood abstaining because of an anla nt co:,ilir.t of int est. Wr, .i then *no;. the occa:�i;n '_a co:�plimAnt the apfAicant on the quali of his presentation, and -specialiy for tho candid and factual treatmen of the property tax impact of the devel.opmnnt on Tigare Find .its citizens, r. Saito then asked about the time limitation on thy* perrti tted cot.J%t ,ial uses. After discussion w?.ch the staff, 3.t: was agreed t h-y were inhe nt in the approval of the project as submitted and approved by tht City Coug4il, and would not lapse at the end of one year if not used IQ.__,,"`""� 5.2 SUBDIVISIUN S 13-77 (Fiv-,c land Estatcs) NPO #F, A regl.iest h.,r Dorms E. Pollock Invesi;ants for review of preliminary plans for X•.eeland Estates on 18.65 acy.-e parcel, located at S.W. 92nd Avenue near Durham Road (Wash. Co., Tax ilap 2S1 14A, Tax Lots 700,800, and 601) . 4oward stacee .`he staff report submitted with the packets wa3 that pio,pared for admir.lstrative approval in June, 1977. Since substantirl c —ir,r ruction has not been �-nms*nced within one year, ..he applicant must r ;: -st pit-mission to proceed with the rievelopment at this time. The major u'. , . cle 'ias been sewer sorvice, which is just now ),ecoming practical for hi area. Avdi1ab1li1:y r.,£ :.ewer service was a condition of the original ap; > ;cat-ion (Recommenctation 8, which did not pert.it recording of the fin:.►% Pl,ftunti' such time as public sewer as mice is available to the lots) . The a"1 ychaos. of substance is the addition o� fiv: .Lots along Durh; - Road. Mna1d F. Pollock in r to APPLICANT'S PP'_.SENTA'CION stated simply the d v lc)nttr-nt had not ! .en pursued because of unavailability of sewer prior ck to this tic, �1 .J. llbr!re was no PUBLIC TESTIMONY. CJ► Q; _ `e wELM �: J ' MINUTES TIGARD PIA 4NING COr•LjtI,' 7N August 7, 1979 - i-30 �. Page 4 CO,-"MISSION DISCUSSION AND ACTION: Howard reported that a road problem which arose in a recent hearing on a land partition request by Ken Bouman has been resolved in this plan for Kneeland Estates. Speaker inquired whether dedication of right of way for Durham Road had been required on Lot 500, which fronts on Durham. Staff stated his was a cinditicn of the subdivison. Speaker also asked if there would be access by the subdivision orto Durham Road. The answer was no. Wood moved for approval of an extension of time on Subdivision S 13-•77 based on staff findings that the condi ions have not changed materially since the original approval. The motion was seconded by Herron and unanimously carried. , 3 -' CHANGE ZC 15-79, kC 16-79, ZC 17-79 S ZC 18-79 (City of Tigard) Selby a wined that when this camp before the Commission previously, eight- tax lots a onutted because of only quarterly posting of the information onto e data used by the Staff. The parcels are all annexed to the City, developer; o County standards, and ar: considered fully developed. The STAFF REPORT was of read. There was no PUBr,IC TES MONY. COMMISST.ON DISCUSS ICN AND A ION: It was determined this is strictly at, administrative matter. Smith more approval of Zone Change ZC15-79 through ZC 18-79 based on Staff Findings an Recommendat.icrns. The motion was seconded by Bonn and carried ivianimously. 5.4 ZONE CHANGE ZC 28-79 (William Cochran) NPO #7 A request by Mr. t. Mrs. William A. Coch for a zone sap amendment from City of Tigard R-7 "Single. Family pidential" to City of Tigard R.-!i or. .z ,10 acre parcel, located ai\10695 S.W. North Dakota (Wash. C,o. T•3x Map ISI 340, Tax Lot 402! . Howard read the STAFF FINDINGS AND RE':OMMENDATI S. Selby reported �. conversation with the developer of the lots on 106th enue :.n whtchit wa:; suggested the applicant provide half-street improvement to 106th. Mrs. Cochran, one of the applicants, had nothing in a 'tion to the staff report to offer in the APPLICANT'S PRESENTATION. There was no PUBLIC TESTIMONY. COMMISSION DISCUSSION AND ACTION: There was considerable dis ussion as '.o whether the applicant should be required to provide ;calf-street nrove ments along l;i6th Avenue. The background of a controversy between ve'opers in the area was related. It was estimated that the cost to the applitit or Improving both 106th and S.W. North Dakota would be $18,0')0. Smith st ed as a developer h,� would be quite agreeable to development cost:s of $6,000 for lot, feel Ing it not unreasonable. Staff g.t,� reasons for not requiring the applicants V in :atn I E-4 + H 44h I ci O I J T-1 H n Ute -- _.__ Time WHILE YOU WERE OUT Name Firm V--- Phone—""- b Ext. -. Tel Will Call Again Please Return Call rgent Called To See You Wants To See You Message fto PHONE. 648-7165 w w w w Ur OP ;:; Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon97123 503 648-8621 July 11 , 1979 City of Tigard ��. ---- P .O. Box 23997 Tigard, Oregon 97223 Gentlemen: SUBJECT : KNEELAND ESTATES - CITY 01' TIGARD Enclosed for your file are f.wo sets of the construction plans on the above-referenced project which have been approved by this Agency and the Department of Environ- mental Quality. Very truly yours , 2ngi�neering Division jb Enclosures ?.?-4B Deparla7ent of Environmc;t . l r ° IL _-- �+ MA1LiNG A!;! r+l.!,', ,,c, 15—• JU>! l 19"19 June 26, 1979 Unified Sew:rage Agency of Washington County IW'A$Hl/y6T6 156 N. First Avenue courf Hillsboro, OR 97123 Attention: Mr. Terry Chamberlin Re: Unified Sewerage Agency of Washington County Gent l eaten: We have reviewed plans for proposed construction of sanitary sewers within the following prcincts located in the Unified Sewerage Agency of WLshington Counl:y: Project Engineer USA Plant Sonnental Suudivision ALPHA Rock Creek Rerkholtz Sewer Ginther Rock Creek Ryland Park Mohr-Bancroft Forest Grove Burridge Court tlohr-Bancroft Forest Grove Kneeland Estates Burton Eng. Durham These projects are approved subject to provisions as follows : 1 . Standard provisions enclosed. 2. All approvals of the cities of Beaverton, Cornelius, Tigard, and Washington County required under Oreg— law for these projects, Including but not limited to planning and zoning approvals or permits granted pursuant to ORS CH 2.27 and in compliance w;th the statewide land-use planning goals promulgated under ORS CH 197 by the Land Conservation and Development Commission. All sets of plans submitted are being returned bearing our stamp of provisional approval . Very truly yours, James L. Van Domelen Sewerage Works Engineer Source C ,ntrol Section Water Quality Division LJK:nf Enclosures cc: Each above STP file City of Beaverton City of Cornelius City of Tigard Washington County Health Department Northwest Region - DEQ w dua,SINv ►r vi„ INLUVi11 U.S.A. - D.E.Q. COP'S ALL SPACES MUST BE ENDORSEC PRIOR TO APPROVAL OF -THESE PLANS I - pIIBLIC WORKS DEPT. BDATEY_____�----- PLANNING DEPT. BY.�-- ----- DATE.-.-_ BUILDING DEPT. BY.._------- --- DATE._ -- COUNTY HEALTH DEPT. BY- ----""•` DATE. CITY A')MINISTRATOR ---- T16,MU WATER DIST. BY---- ------•---"" DATE--- GENERAL ATE---C3ENERAL T►?L--PHONE BY---------"--- DATE-__- u S A ATE_.___---uBA BYGATE----.--.. rl. w NnTUrtnL ';As DY..--- DATE-__ Ll �Y _ DATE_.._.-_..— Lily ___----- DATE---- - pollock — investments 10211 s . w. harbur b eta of oro pPP4RTMENT OF ENVIRONMENTAL'QU port land, oregon 97219 WATER QUAUIV c.uo4IkOL ` APPROVEC on tb—nfy subject to provfsinns in data. stale ft 0. ,.• QEPARTMEN OF •a r; l d AS NOTED UNlFlEU`>EWEP,'l. AGGfq ■ BURTON ENGINEERING AND SURVEYING, INC. 3944 S.E. HAWTHORNE - PORTLAND, OREGON 97214 (503) 231.0763 ,lune 13, 1979 RECEIVED City of Tigard - En,;i.neering Division JUN 18 1979 12420 S.W. Niain Street CITY OF TIGAf;a Tigard, Oregon 97233 ATTENTION: John S. Hagman Transmitted herewith is a revised construction cost estimate for KNEE-LAND ESTATES, including the new sanitary line which ties into the upper Tualatin Interceptor. NOTE: The pressure sewer system has been elemenated. Sincerely, (7 (;< Phil Duga For: Bur on Eng eexing. cc: Doug Pollock Burton Engi.neeri.ng 3944 S.E. I►awthorne Portland, Oregon 97214 June 13, 1979 Estimated Construction Cost for Kneeland Estates, Tigard, Oregon. UNIT TOTAL ITEM NO. ITEM UNIT QUN'T PRICE AMOUNT A.A. Bond an Insurance A SANITARY SE -R I. a. trench and install 8" San!tary Sewer LF 4,239 12.00 50,868 b. trench d install 4" Sanitary Sewer LF r„„..ay427 6.00 12,762 2. Sanitary Sew Cleanouts, 8-inch EA 2 175.00 350.00 3. Backfill for ni.tary Sewer a. Gravel base and pipe zone LF G, 1 .25 7,882 b. Class "A" Ba fill (Avg.�th 4.0) LF �; 04 .75 1,278 c. Class "B" Bne fill (Av depth 5.5) LF 425 5.00 2,125 4. Special fittings a 1100 s for lateral service lines to lot EA 75 rO 3,375 S. Manholes EA 19 950.00 18,050 6. Connection to /isting anholes @, otton P• . EA 1 100.00 1.00.00 B. STREETS 1. Clearingand �rubbi !` A- 1 R(inc . emoval "`e��ttg. buildings)/' ^'' LS ALI, 3,500 2. �xcajand F e.1bankment 10 JCu. Yds. LS ALL 1 .50 16,190 3. seeveling course SF 129,619 .35 45,366 4. C sAsphaltic Confrete SF 12,186 .33 4,021 5. Cl sAsphs�.it C;roncrete SF 117,000 . 15 17,550 6. Coneurb luding planters LF 7,377 2.00 14,754 7. Concrete Si alks SF 36,296 .90 32,666 8. Stree-, ricade; installed EA 1 200.00 200.00 9. inlets EA 18 1()0 3,600 10. Landscaping for street planters L5 ALL 300.00 Storm Sewer a. Trench and install 24" Storm Sewer LF 220 20.20 4,444 b. 'french and Install 21" Storm Sewer LF 455 '7. 00 7,75., c. Trench and install 15" Storm Sewer F 1 ,480 13 00 19,240 d. Trench and install 12" Storm 5e!-ier 695 9.00 6,255 e. Trench and install 10" Storm Sewer L 330 8.20 2,706 f. Backfill for storm sewer 1 . Gravel base and pipe zone LF 3,180 1 .00 3,180 2. Class "A" Backfill (Avg. depth 4.0) LF 270 .50 135.00 3. Class "B" Backfill (avg. depth 4.0) EA 2,910 4.25 12,368 g. Manholes; 0-6 feet deep EA 9 750 6,750 04$ WATER SYSTEMS 46.000 F_A LIGIITS 11 ,500 V,* POWER & PHONE (Trenching) EA 4,600 GRANT) TOTAL, $359,550 .. — RECEIVED .JUN 1. 1 IM Uf CITY OF 1IGAKD Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 649-8621 June 7 , 1`j79 Oregon Star e Department of Envir mental Quality P .O . B x 1760 Porti nd, Oregon 97207 Gentlemen : SUBJECT : KNLELAOD ESTATES - City of. Tic-yard Enclos =_d please find two copies of the plans for the sanitary sewers n be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage Agency of Washington County , 150- North First Avenue , Hillsboro , Oregon. We would appreciate your approval on these plans as soon as possible . Very truly yours , Engineering Division jb Enclosures cc : Engineer, City Of Tigard PLANT Durh-T! BASIN Fant 1 r, 11 BURTON ENGINEEP "'G L� 3944 S.E Hawthorn,. PORTLAND, OREGON 97214 LETTER Phone 231.0763 .-,-- oeta 47?To r Subject ;7- �Jivsi��ilT�' �i n/, /VZX d fir ' /�e`�'i '' .5��,�'✓ -� F-5 LWYO-�J ZW6 ❑ Please reply [J No reply necessary e�aNeo aG( !! �71zl/ F119 gee 2 AromMe nom( 7lJIeo.towmoed.A4u 01400 �r Avoid Verbal Messages To: CITY OF TIGARL) "! -- Pram. Subject: .._. Da to: � j 5s J 1A.N�� P GN t f. V'•e-6 4..A V 44A� , 110 l,1 11 �L +R y , "J t"Chr+�r/ry, t er vt. �!-. _✓h G K ., '77 c .'ITY OF TIC;ARD To rrom : Date: Subject ILv��c y c CAS ON THIS STREET , SEE ADJACENT PLAT A - 46 - 22' (77) (w) 1 +00 Ir 16025 3055 82' 28 29 30 31 (178) DO— W 7. , 0) 16' 0 c.r - 1 1 1 1 `64 + 1^ EASE. * 1947 Q I (w) 3 4 1 2 MARTHA PL. o? 235' 607'k A7 F- 1, A17t F . 27 M (W 26 266' %f L (79) X 22 ------- W 1 21 r 2" 00 (D 25 2A 23 1 NORTHWEST NAT"A,L GAS COMPANY TAX CODE MARTHA 16 \1 7 18 19 n MAIN ' c""'.'ETCH Jo,�-1VZW-Z .41Vz2 BOND N �2-0 low cc � 1 I ( � � w ' dl 0 If 0 cc + - 'i :) S 0 m 0 cr, cc u; 0 6 5 4 ftmm MIR m m 2 1 1 4 75' JULIA PL. 506 1 2% (W) -II ov Q) .............................. 7 2' - -7 Is( 14 13 UNDERGROUND PHONE 1 1 ____ r I ( ► PRESSURE RATING X-RAY WATER T E R 4 .5 6 7 8 9 '1 C) 9 1[ 10 12 SEWER 666' POWER 7L TEST PRESSURE PSIG L'-5 17,4 (w) PHONE TEST DURATION —Y,�.2— WE LOS TO BE X-RAYED % DESIGN PRESSURE PSIG M�A.C,P, -A- a �IPSIG iwwwwm IIIIIIII m m m m m m w T m IIIIIIII IIIIIIII w 0�ass 2" ON) NORMAL OIPERffRESS 0 PSIG 2" (V�) m 1A 0 DATE �-�tv z cr z to 1 0 j w v 11 V M I LLEN DR. z w > Z 0+00-"\ 0 D ENGA. INSTALL MAIN z F E E T OF FEET OF 0 1 IC\i ABANDON WAIN FEET OF FEEYOF D 4 13 2 E IL Lj ryFE COATINGS -4 PIPE X y JOINTS FITTINGS 2 000 9 00 > INSTALL SERVICE FEET OF INSTALL ANODES -'o OR > 4j&j tt ® TICS►:D -Ty OF, �� '� '�� j '� /' SINSTALLED MAIN JEET OF FEET OF— � ABANDONED MAIN --FEET OF FEET OF 6 0 9L TYPE COATINGS PIPEJOINTS FITTINGS 4f cr WINSTALLED SERVICE FEET OF INSTALLED --- ANODES NDATE COMPLETED ------ SIGNED to (WR E ADOIT IONAL INFORMATION ON SKETCH) CREW LEADE.-, 15 , MEASURED--__ mI = 10 L) I 0 SCALE - 6445 STAKED UATE SEO. No. AkVA11#-tt : 8 - 1 3 DRAWN UATE PLATTED 23 V (VV) 1 1161 ' CHECKED )AT[ DATE SIGNED 7 1 c 4 0 70 PLAT APPROVED_ DA T L WALLMAP cv I S `_ M' , 6 1 ' 4— FlB , MAIN WORK ORDER No SERVICE WORK ORDF R NO : f IML 4V P A U ON 1. 9 nFTWtIN 19 COUNTY—) CITY - 7T-ACaAR-D-- - PLAT NO SECTION TOWNSHIP RANGE 47 . -NE�4-UC-ii L-11 -.) 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I �� ( c / - t • ' I ,y».t C ,_ I Q I(I ' �` 1�`� �� c M1I ` "•-`4' r� // `• rr `n• i/ �\ `\ \ 4 ,y, '` �r � wyy'�yj, K� •,� , 4r M � J 1�/ 1 Q, ', � \•� '!�-': \ � I/o ' I`. „/ 'r w'.,�J • I,' i:M1. IJ jk AYJ aL, Y 1 ...__... .-r_..._. / _ �.r� ' ,,,.-' •-'/�\ / \\d_. _ h 64 ID 14, ".�' r r ;1•�,'F .1 y r� v h• f♦ � � / I f�rT /� \` � �, �.• � / \ ._„' I I h ` - � �, MIP 4•.. ry �' `Q Q x•71 , ton a � r r X�'agcM!=r t'I I; I r • 1, ' ia._r • vi It k'1JEEL_AhID F91 AT ES b OF 7c1 S R _ �jt ! F♦.•. Vt ,y'w�i11Y �i iI+II�1 1'III II► III Ii1C1I I I IIhIrI 1 Ij�fl t Ij I I I) III 111111 i�fllll III III tll�lll III III III�I�— " ,:'<e ��•.�;t :+ 9>�tk4iva �an� � I � 77� � I I-.�-. � � I—� ' I I S I I S I I I I I'I'1'('I'I'I'�t I'11t'I'I'I'I I�I I I 1 I�I�I I I I I 1 I �—.. �'• _ .t". . t NOTE: IF THIS MICROFILMED Z 3 4 5 8 A 9 -!U DRAWING IS LESS CLEAR MAN j THIS NOTICfri-'TT IS DUE TO 1 -� QUALITY OF THE ORIGINAL w DRAWING. AE Gz Be a 92 Sz ►z Cz zz IF OZ 61 ql IL1 91 SI VI el zl it of d'.-•- 9 l 9 —s� p ► e 2 1"«'"' +►1111111111lilt.IIIIIIIII IIIIHNIHNhH1�HNbnIIn11h1ulUIIbWLH+InnlullllllllHHIHNIIIullill"n61uIIntI1tIIIFNIInHINIlh1�l11IlmIli IIIIIIIthlullulluldultlttlthlN 111YNNY�ItILUllunhni{nNlunhw1H8 M111ulUu�ttluulltullul�lWi�;�I ' P� �T 4 30 19 92 t ` ate vepartment of Environmental Quality ?5,g:•� 522 SOUTHWEST 5TH AVE. PORTLAND, OREGON MAILING ADDRESS. P.O. BOX 1760 PORTL 1ND, OREGON 91207 April 11 , 1X179 RECEIVED APR 3 0 1979 U. S.11. of !•lashingtor County CITY OF TIGARD -,0 PI. First Avenue lillsborc , OR 97123 Attention: Mr. Terry Chamberlin Re: S - U.S.A. Gent 1 erten: We have reviewed plans for proposed construction of the following projects located within the J.S.A of Washi-igton County: 1 . Ray Jean Park - Rock Creek Plant {L--2. Kneeland Estates - Durham Plant 3. Summercrest West - Rock Creek Plant These projects are approved subject to provi:;ions as follows: 1 . Standard provisions enclosed. 2. All approvals of the County of Washington and City of Tigard r�•quired under Oregon law for these projects, including but not limited to planning and zoning approvals or permits granted Pursuant to ORS CH "27 and in compliance with the statewide land- use planning goals promulgated under ORS CH 197 by the Land Con- servation and Development Commission. 1,,u sets of plans submitted are being returned bearing our stamp of provisional approval . 1he ''Ray .,pan'' project plans were returned via developer. Very truly yours, James L. Vnn Domelen Sewerage , 5 Engineer Source Contrul Section Water Quality Division LJK:pw Enclosures cc: ✓City of Tigard Washington County Health De,,t. Northw-•:t Region - DEQ RECEIVED MAR 2 3 1919 CITY OF TIGARD Unified Sewerage Agency of Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 PTarch 21, 1� 79 Oregon State Department of Environmental Quality P .O . Box 1760 Portland, Oregon 97207 Gentlemen : SUBJEC'.:': K 4LELAND ESTA E6 - CITY OF TIGART) Enclosed please find two copies of the plans for the sanitary sewers to be installed in the above-referenced project . Please review and return all copies to the Unified Sewerage tkgency of Washington County, 150 North First Avenue , Hillsboro , Oregon. We would appreciate your approval on these plans as soon as possible . Very truly yours , Engineering Division jb Enclosures CC : Engineer (City of Tigard)\. PLANT Durham BASIN Cyst Avoid Verbal Messaries A-.1 r� ClTY OF TIGARU 1'u• - ,Lt. _ from. -- -- ----- �. �___ Subj —V a Date: � G� %—�k .� Gm , V SA f Dt'� r April 12, 1978 Donald E. Pollock, Investments 10211 SW Barbur Blvd. Portland, Oregon 97219 Res Kneeland Estates Dear Kr. Pollocks Enclosed please find a copy of Unified Sewerage Agency's response to our transmittal of the proposed construction plans for said deve►.opment. As a result, I find I most inform you that temporary stawer service is not approvabbe by pressure means, per your submittal. Very truly, John S. kiagmar. Supt., Engineering Division JSHtlw CCs Burton Engineering, A ttns 'Thames H. Burton I UNYFIED SEWERAGE AGENCY OF WASHINGTON COUNTY RFCE�VFp ADMINISTRATION BUILDING-- 150 N. F-11',�T AVENUE i1918i HILLSBORO, OREGON 97123 —` (503) 648-8,,21 CITY OF TIGARD BOARD OF COMMISSIONERS an Wesselm MILLER M DURIS,Chairman Joel Joel lselmManager BILL BLOOM OnnRoom 302 VIRGINIA DAGG RICHARD C HEISLFR RAY MILLER March 20 , 1978 John Hagman City of Tigard 12420 S .W. Main Street Tigard, Oregon 97223 Dear John : SUBJECT : KNEELAND ESTATES Construction of the Upper Tualatin Interceptor is tentatively scheduled to begin this summer and completion is scheduled to be in late 1979 . How- ever, a number of factors beyond the Agency' s control-- s-_,ch as E . °.A. funding, weather , etc . -- will determine if that schedule can be met . Regarding the above at)iect project ; Agency policy does not allow the corstructicn of pump stations where grairity sewer service is programmed for con- struction in the Capital Improvement Program (see attached Sewage Pump Stations Frrcedure , Section 1 . 1) . If you have any further questions please do not hesitate to contact me . Very truly yours , Randv J.Jarigese )) Design Engineer RJ :vr Attachment s 5� 5 BURTON ENGINEERING 3944 SE ;Cawthorne R PORTLAND, nR`GON 97214 C Ir_ 8 February 1978 �l�0/ T^ John S. Hagman, Supt. Engr. Division City of Tigard 12420 S. W. Main St. Tigard., Oregon 97223 '.e: Kneeland Estates subdivision Sewer Main analysis - Durham Road Dear John, Transmitted herewith is a ";ewer Main Analysis re -)ort of the existing 10-inch sewer mair o-1 Durham Road east ?rom Coston' s Place to the U. S.A. Sewerage Treatment Plant on S.W. Hall Blvd. and Durham Road. We checked vii-,h 'U.S.A. to see if they monitored any of the liner-, coming into the plant and. they apparently do not. They suggested the method we used of determining the peak flow in the 10-inch line. From our analysis it appears that additional sewage from Kneeland Estates Subdivision can be easily conveyed by the 10-inch line to the Treatment plan tp without any adverse effects. Very Truly yours, Com/' for Thomas H. Burton Phone 235.5131 BURTON ENGINEERING k.aEE.LAND ESTATES SUBDIVIS10h 3944 S E HAWTHORNE PORTLAND OREGON 97214 Tigard, Oregon PH 235 5131 Cewer Main Analysis Investigation of existing 10-inch sanitary sewer line on Durham Road from Coston's Place west of 92nd Street to U.S.A. sewerage treatment plant on W. Hall Blvd . and Durham Roa(' . A. lDvgqt:i;' ation uroce�ure : 1. Estimated peak flow time in the mornin is from 7 A.M. to 9 A.M. (this was obtained from U.S.A.5 2. The following manholea were measured as to depth of flow between 8 :40 A.M. and 9 A.M. on Wednesday February 8, 1978. a. 92nd and Durham Rd. - 0.2 feet deep b. entrance to new sub-division east of 92nd and across from Tigard High School - 0.2 feet deep d. Intersection of S.W. Hall Blvd. and DurhbLm Rd . (line makes 90 degree turn at M.H. - 0.2 .fee t deep Note : Tigard High School has own 15" sewer to treatment plant. B. Computations and dgta,: 1.. Lyisting Sewer Data a. 10-inch concrete sewer pipe b. minimum slope .007 c. flov capacity s=.007 = 1 .5 c.f.s. d. existing flow © peak time = 0.24 c.f.s.* * From manning formula flow depth = 0.20 feet a = .09 ft2 p = .833 ft r = .108 n = .015 5 s = .007 Q= .09 x 1.486 x 0.108 x 0.007 - = 0.24 c.f.s. .( 15 2. Kneeland Estates sewage flow: Peak design flow = 125 GPM 0.28 c.f.s. C. Conclusion .1. Kneeland Estates Subdivision at peak design flow would add 0.28 c.f.s. to existing 1.0-inch sewer on Durham Road. Fasting peak flow in 10-inch sewer is 0.24 c.f.s. Total protected peal: flow in 10-inch sewer: 0.24 + 0.28 = 0.52 c.f.s. 4. Capacity of 10-inch sewer = 1.5 c.f.s. 5. With the addition of. Kneeland sewage the existing 10-inch sewer flow would still be less than one-half of its capacity. BURTON ENGINEERING 3944 SE Hawthorne PORTLAND, OREGON 97214 10 January 1973 JohnS. Hagman, shpt. 1�g. Division City of Tigard 12420 S.W. "fain StreE t Tigard, Oregon 97223 Re : Kneeland Estates Subdivision Dear John, Transmitted herewith, for your approval, is one set of revised construction plans and specifications for Kneeland Estates Sub- division. These plans include a revised Storm Drainage System and the addition of a prF:ssure sewer main and appurtenances. The revised Storm Drain System will tring all the water into the pond east of 94th Avenue. The water would then flow out the exist- ing drainage channel. This entire pond area will lie within the easement requested by the City of Tigard Planning Director in his letter dated June, 1977. The pressure sewer main will carry sewage back k.p 94th Avenue and Martha Place -terminating at a manhole in the cul-de-sac from whicli it would be gravity flow to the existinF, manhole at Coston Place. This presriure system will serve the Subdivision until a receiving sanitary sewer line is available to the south terminus of S.W. 94th Avenue. We have included the design criteria and specifications for the sewage pump and alsc the capacity requirements of the out- fall sewer at Coston Place. Also, included is a cost estimate of the r—tire project. Very truly yours, ✓ For Thomas fl. Burton THB:ap Phone 235.5131 DESIGN CRITERIA FOR SEWAGE PUMP STATION Kneeland Estates Washington County, Oregon Jan. 6, 1978 1. Number of houses on system = 75 2. Number of bedrooms = 3/h.se x i5 a 225 3. Gallons per day per bedroom (D.E.Q.j 150 4. Total Flow - 150 GPD x 225 BR = 35,750 GPD 5. Estimated infilltration @ 109000 GPD/mile = 6,159 GPD 6. Total average flow = 69159 + 33.750 = 39,909 GPD 7. Design Flow: Total Avg. GPM Peak to Peak Flowl Design Flow Total GPD Mow (GPD)I (Av.Flow) Avg. Flow (GPM) (GPM) ®Design Flow Ratio 3?,900 27.7. 4.07 112.80 125 1809000 8. Pum p De s i r,n a. Required flow = 125 GPM (max) 30 GPM (avg. ) b. Head Loss : (1. , Static = 33 ft (2. ) Friction boss in pipes - 13.47 (3. ) Total heap: - 33 + 1 .47 = 46.47 ft c. Pump requirements : GPM (max) 46.5 ft. head 9. Capacity sanitary sewer at Coston's Place (existing) a. PiAe di 1. = 8" b. dope = .004 c. Flow capacity (manning formula) _ .67 CFS = 5.03 GPS 302 GPM d. Estimated flow from Kneeland Estates into manhole at Coston's Place - 125 GPM (max) e. Conclusion : There should be no problem from pumping Kneeland Sewage -o existing mdl; ,ule at Coston' s Place. � s November 10, 1977 BUr TON I"N%;lWr'FF INV: 3944 S..E. Hewthoune Portleni, Oregon, 97214 Attn: Mir. Tom ?3urton Re: P.nee.l.end Subdivision Lear Tom: We are in recoipt of one yet of preliminery construction plans titlea "Kneeland Estates% Approval thereof i� not possible (et this time) due to nonexistancG of a receiving sanitary sewer line, namely: The Tualatin giver Interceptor. further, it is sugested that a storm water retention system be incorporated in any future) resubmittal thereof, due to -the liability problem of outfalling storm water onto adjacent, separate ownership, trects. Enclosed please find said plan returned. A few other minor comments are noted thereon for your informPtion and attention. Yours truly, l' John S. Hagman Supt. Engr. Division cc: P�^. bonald L. Pollock Enclosures t PACs. 1 OF 4 � NUMBER: ENGR. 00$ Unified Sews►ag•Agency of Washington County EFFECT LVE: 9-12-77 PROCEDURE SUPERSEDES : SUBJECT : _Stations _ ISSUED BY : Engineering Division AUTHORITY Purpose To establish design criteria for pump stations. Procedure 1.0 GENERAL 1.1 Pump stations generally will not be allowed in areas where gravity sewer service is programmed for construction in the Capital Itrpr.ove- ment Program or sewers are avilable within 3,000 feet. 1 .2 Temporary pLimp stations will be allowed in areas where future develop- ment will require extension of gravity sewers, and the economics are in the best interest of the Agency. Design life must be less than ten years as determined in the preliminary report and have a capacity of less than 400 gpm. 1.3 Permanent pump stations will be allowed in areas where future develop- ment does not require extension of gravity sewers. 1.4 Approval will be required by the General Manager and be subject to at least the following conditions. 2.0 PRELIMI14ARY REPORT 2. 1 Service Area Study 2.11 Population--Present, design and ultimate of all area which could be served. 2. 12 Land Use and Zoning-- 2.2 Design Characteristics 2.21 Flows--unit flows, peaking factors, and infiltration allowance. 2.22 Pump and system curves. 1.23 Hydraulic Computation--pumr cycling time, wetwell capacity and flushing velocities. 1..3 Annual Operativn Cost PACE 2 OF 4 .NTT rMB°R: ?NGR . 008 S"7 Sewage Pump Stations 2.31 Energy 2.32 Labor 2.33 'Maintenance 2.4 Impact on receiving sewer system. 3.0 ADMINISTRATION 3.1 The engineer in charge must have had prior exp-rience in designing similar systems. Qualifications must be submitted prior to initiation of study. 3.2 A full-time resident inspector will be supplied during construction. The inspector must have had prior experience in inspecting similar facilities, including mechanical, electrical, telementary and control systems. The manufacturer shall provide start up services as nece!.sary. 3.3 Provisions for maintenance for temporary pump stations may be required. 4.0 GENERAL DESIGN 4. 1 Struc .ure 4. 11 Protection shall be provided from the maximum expected one-hundred year flood. 4.12 All weather access for vehicles shall be provided and the site fenced . Landscaping shall be provided to obscure the site from view. 4.13 Provision shall be made to readily remove pumps and motors. Openings for underground pucip stations shall be at least 30 inches in diameter. 4. 14 Wet-well shall have sufficient volume to provide a holding period of ten minutes between pump operating cycles. The floor shall be sloped for proper installation and function of the pump inlet. 4. 15 Petal pump chambers shall have sufficient corrosion and cathodic protection to insure the r1esign life of the system, conforming with the corrosion potential of each site. ` 4.16 Wet-well, dry-well systems shall be required unless otherwise approved. PAGE 3 Vc 4 NUMBER: ENGR. 008 SUBJECT: Sewage Pump Stations 4.2 Mechanical 4.21 Provide sufficient pumps of size to provide complete standby capabilities. Pumps shall have double mechanical seals. 4.22 Provide adequate ventilation for all pump stations. Underground Pump chambers shall have mechanical ventilators and dehumidifiers. 4.23 Adequate piping, valves and appurtenances shall be installed for isolation and removal of pumps. 4.24 Washwater shall be provided with backflow preventor and 3/4" hose bib. 4.25 Pump station utl.lizing air bubbler control. shall have a standby air compressor. 4.26 All components shall have a source of supply and!nr repair located within a 24-hour delivery time. 4.27 The pumping station shall be equipper: with a magnetic flowmeter i and recorder with totalizer. 4.3 Electrical 4.31 Dual power systems shall oe provided for all pump stations with a capacity of 400 GPI or more. 4.32 Provide an electrical transfer switch for connecting generation equipment on all stations with a capacity of less than 400 GPM. 4.33 Provide exterior and interior lighting and convenience outlets. 4.34 Electrical panel construction, electrical wiring and equipment shall be in strict accordance with the National Electrical Code, State and Local Codes, and in conformance with applicable speci- fications of NEMA, ANSI, UI and IPCEA. Inside panels NEMA 1; outside panels NEMA 4. 4.35 Provide pump sequencing to alternate pump operation. 4.36 Each pump shall be equipped with an elapsed time meter. 4.37 All components shall have a source of supply and/or repair lo- ented within a 24-hour delivery time. ( 4.38 Alatm systems. 4.381 Provide flashing alarm light or temporary pump stations. I PAGE 4 OF 4 NUMBER: ENGR. 00$ SUBJECT: Sewage Pump - � Stations 4.382 Provide an alarm system telemetered to the Rock Creek or Durham facilities on permanent pump stations. Telemetering frequencies will be assigned by the Washington County Communications Department at the time of installation and fre- quencies will be stamped on the equipment. Alarms shall include: High water level, low water level, and power failure. 5.0 OPERATION &'rte M,\INTENANCE MANUAL Three copies of an Operations and Maintenance Manual shall be provided. 5. 1 Component Description 5. 11 Simplified system schematic. 5. 12 Detailed system schematic. 5.2 Operation 5.2.1 Start-up 5.22 Normal 5.23 Emergency 5.24 Common problems 5.3 Maintenance 5.31 Records 5.32 Lubrication 5.33 Schedule 5.34 Local representatives 5.4 Safety 5.5 Manufacturers' Manuals t BSC�:'OURd I !i July 8, 1977 I i v .� •; It .�•t r•1, .. •� i_ _., : �� Mr. Richard Brainard 1308 15 i3ertha Boulevard !'ortlawl, Oregon , 97219 Dear Dick : Re: S 13-77 "Kneeland Estate,-,'1 11s par our conversa.i.ioa, I had informed yo,.i that onei of th9 Conditions for approval of the preliminary ;plat :or ' ne�land Estates,, 110- bpor, \ unintentional-ly delet .J from Mr. Donald Pollock'r, achnowledger..�nt Ic,tter. Please acknowledge for your records and Mr. Pollock's that an additiotiftl condition, Condition No. 14, be included as p:Li•t of the preliminary_, plat approval, : �--- 11, rive foot easem,snts be provided adjacent all property lines for I° you ha,ve. .tinp qu6stlonsi regf.rdi.ng this matter, please call. Fay-41.71. i. . I, ; ,•, i .;1. ,., John. Laws ' •r JL/jh Associate Planner � •• r i r CITY OF TIGARD P.O. Box 23397 12420 S.W. Main, Tigard, Oregon 97221 June 23, 1977 Donald E . Pollock Investments 1'Op 10211 S.W. Barbur Boulevard �u Portland, Oregon 97219 Attention : Donald Pollock I Re: S 13-77 i Please be advised that on June 23, 1977 yuur application for the creation of a 75 lot subdivision on a 18.65 acre parcel in a R-7 zone, "Single Family Residential" at S.W. 92nd near Durham Road (Wash. Co . Tax Map 2S1 14A, Tax Lots 700, 800, and 801) was approved by the City of Tigard Planning Director. This approval is subject to the following conditions: 1. Five feet of right-of-way along S .W. 92nd be dedicated fur street purposes. 2 . A half street improvement for S .% . 92nd from the north plat boundary to the southern terminus of the plat be constructed. to County "minor-collector" (36 foot pavement and 60 feet of right-of-way) street standards, with an eight foot sidewalk for pedestrian bicycle path purposes, deleting ,he sidewalk requirement for Tax Lot 802, if additional right-of-way cannot be obtained from the property owner. 3. Street plugs be provided for the north and south terminus of 94th Street and western terminus of Millen Drive . 4 . A street barricade be constructed at the northern terminus if 94th Street . 5 . Deed covenants be attached to Lots 3-8, 14- 20, and 26-30 for purposes of prescribing responsibility for mRintenance of the landscape islands to be ] .,sated in the cul-de-sass . 6 . A landscape plan for the citl-de-sac islands will be submitted for design review approval . 7. To assure that the Oregon State Plumbing Speciality Code and Ac:minis ,rative Regulations as ti7ey pertain to storm water dis- charge are met, either a storm water retention plan shall be I)onaict E . voL1ocK J.I1VCyttn--rlLS S 13--77 .June 23, 1977 Page 2 submitted subject to Pr.blic Work., Department approval or agree- ments will be made with adjacent property owners to accept any additional storm water outfall that would occur as the result of development on the site. 8. No final plat will be recorn d For any lots within the pre- liminary plat boundary until such time as public sewer service is available tj the lots in question . The intent i_; to permit construction of the subdivision �.oncommi.tant IvitL the construc- tion of the Upper Tualatin Interceptor Sewer but to assure that no lots will be sold until sewer service is physically available. 9 . A 25 foot easement through Lots 3 and A iJe recorded for access and utility p-Irpuses. 10. Fire hydrants be placed as per Tigard Water District and City ,,C Tigard regulations. 11 . Permits be obtained from Washington County for street improve- ment durposes on S .W. 92nd. 12 . The sewer and water easements necessary to bring these facili- ties to the site be reviewed and approved by staf.Z. 13. To assure access is provided to the -iond and rear portions of Lot. 27-52, cross easements be recorded for these areas. The easement would be For a triangular shape area with the fallow- ing dimensions: Commencing at the southeast property line of Lot 49 and pro- reeding in a westerly direction 240 feet along the south prop- erty lines of Lots 47, 48, and 49, then in a northeast direc- tion 400 feet to the northeast corner of Lot 52, then hack along the east property .line 325 feet to the southeast corner of Lot 49 . (These measurements are arl approximation taken off the prel iminar,• plat . ) If you have any questions, please do not hesitate to contact tice City Planning Department at 639-4 .71 . Sincerely , - , Richard Bolen RB/jh � Planning Director Enclosures C,.r��o9 DEPART. OF COMMERCE REAL ESTATE DIVISION • ' - COMMERCE BUILDING • SALEM, OREGON • 97310 • Phone (503) 378-4170 POBERT W. STRAUB GQVERNQR TO: Oregon Real Estate Commissioner RE: PURSUANT TO ORS 92. 100, AND ORS Subdivision Section 92.044 (1 ) (e) ; AND IN ACCORDANCE Commerce Building WITH ORS 92. 160. 158 12th Street N.E. Salem, Oregon 97310 FROM: Cit of Tigard hin gtnn -----County, received this governing body 23rd day of June 19 77 by John Laws Assoc, Plnr . name & title Name of Subdivision, Partitioning, or Con- dominium: Kneeland Estates Section: 14A Township: 2S Range:____1W D.L.C. No. of lots/parcels/interests/units: 75 --No. of Acres: 18,Q5 Name of Subdivider or Developer:_ DonELld Poock InveGfmPnt� _ _ Name of Owner of Record: Donald Pollock Investments Address(es) and Phone numbers: 10211 S .W. Barbur Blvd Portland, Oregon 245-2481 YES NO YES NO SEWERS av�.ilable to only a)portA6 pf -the SEPTIC TANKS site Pt this time DOMESTIC WATER SYSTEM ( X) ( ) INDIVIDUAL WELLS DEDICATED PAV;D STREETS (---X-) (—� CIIRBS t HERS ( X �i The 'I avelers Indemnity C npany Hartford, Connecticut POWER OF ATTORNEY KNOW ALL MEN 9Y THESE PRESENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby malce, constitute and appoint Nelson D. Smith of Portland, Oregon its true and lawful Attrn-ney(s)-in-Fact, with full power and authority, for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto, if a seal is required, bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof, as follows: Any and a l bonds, undertakings, recognizanees, consents of surety or other written obligations in the nature thereof �- and to bind THE TRAVELERS INDEMNITY COMPANY thereby,and all of the acts of said Attorney(s)- in-Fact, pursuant to these presents, are hereby ratified and confirmed. This appointment is made tinder and by authority of the following by-laws of the Company which by-laws are now in full force and effect: Astict-tt IV,SECTION 13. The Chairman of the Board,the President,the Chairman of the Finince Committee, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, any Secretary or:any Department Secretary may appoint at orneys-in-fact or agents with power and authority, as defined or limited in their respective powers of attorney,for and on behalf of the Company to execute and deliver, and affix the seal of the Company thereto,bonds,undertakings,recognizances,consents of suretyy or other written obligations in the nature thereof and any of saiu officers may remove any such attorney-in%ct or agent and revoke the power and authority given to him. AxtICLt, IV, SECTni\ 15. Any bond, undertaking, recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when signed by the Chairman of the Board, the President, the Chairman of the Finanre Committee,any Executive Vice President, any Senior Vice President, any Vice President or any Second Vice President and.duly attested and sealed, if a seal is required,by any Sec- retary or any Department Secretary or any Assistant Secretary or when signed by the Chairman of the Hoard, the President,the Chairman of the Finance Committee,any Executive Vice President,any Senior Vice Presideott, anv Vice President or anv r+econd Vice President tend countersigned and sealed, if a seal is required,by a duly authorized attorney-in-fart or agent;and anv such bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when duly executed and sealed,if a seal is required, by .oe or more attorneys-in-fact or agents pursuant to and within the limits of the authority granted by his o their power or powers of attorney. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolu- tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: VOTED: That the signature of any officer authorized by the By-Laws and the Company seal may be affixed by facsimile to anv power of attorney or special power of attorney or certification of either given for the execution of any bond, undertaking, recognizance or other written obligation in the nature•' !reol;such signature and seal, when so used twang herebv adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. Thi a power of attorney revokes that dated February 2, 1968 on behalf of Nelson D. Smith -------- IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has caused these presents to be signed by its proper officer and its corporate sial to be hereunto affixed this 29th day of becember 19 71 . THE TRAVELERS INDEMNITY COMPANY p `NDfM4/ $y ,•- •: ,I �t o►.� E •E A L ae; Secretary, Surety State Lf Connecticut, County of Hertford—ss: On this 29th day of December in the year 1971 before me personally I 2718 ItIMOM A" MCN Re MR-"IA"aNf3 IO R. Atop" end test.Alto M. MURYMI[, husband ah+ -too to—Mo.,'.7.�i t'�riiw.r ...,u.,'9—f„r e � ton n.t..,..tr., ,.+ata n.- »n and..awry own'Ar wr«d a.,w.- .,.t ...,««.. ,w... .».w..N..wa•» ,,.., .'t MMI I+rtv I'w^ Am,yt/u.. s,s w 1Wr —h.l",Ig a rwt.N«taw»YI w r.ertwn ravel trn+M+rI r.r r aatMtIIwMM..... rY�ltr/NMrMAW ,wY�rM.d ChvM�..d+r.rfMd«hMIMY.rn IM me"to”carat d ff IMJCOIt be ronin` at the 'ScuthWaat corner - !' r.ho asst oltr-half if the laloeton fichardeen donation land (14/0 MA"C' 411. to Srctlon la, itrtnehtp 2 louftn Nrits 1 v,W'"'I What) mgtl�n C.twnty, Oregon', ti14.r a North 0 7West r�ont, the divlst" lino of eatd dmut4rvr, land elate 445 0 toot to thl+ NortMwrrt Cerrnrr of the tract cc.+nveyed to 0. L. !haver, se reanrdod In Wrao Bove, );, Hale 2ti1, thane l')ut'I 49` '4' C$5('14 1,)" tier N+>rth line of arld !trutver tract and parallel with the $Hth I no ,.f saki dnnatlrr land data, 602 w2ttt, Leet wan trnn r^+d whtc' t,,dt. Soot, ?" I' west trim an '.nn pli, at the Northwo/C Corner .'C tm tract aonveyrd tv C. L. Shawar rd recorded to Mad look 51, PrRr 145, the tic r North 0 1' teat atom the West line of the fart show deaertbrd 5navrr Trace, "7.5 teat �,, to an iron rad„ thence 5wuth 94 ),m' fast ZJ446o tort to on 1r.nt rod on LM West Ittx of rhe tract conwnyyed to T'Rard Untnn Ht66h School ! Jt,l as recorded to Deed Mww 141, Pattr 413. thence south. 0.01' treat a.tna said Wert tine '117.5 fret to at tcon rod atthe louthwitat corner therrnf; thence Iorttl $4'54' Wert alonj the st"UmnteA Sn.th line of said donation land clala, BAS. Cart the Oise, of Ias,lnnlMK' OfiO sP ..iw, ma: f' � 1 _ J9 Now !M II 'r 7114 r:Nn• fAd n. pyr..r.��IMfWhr rr..vr!"1»VY.•/MI.fl IIr n1"rt.�Y YnfMr Iw wYMY f+w 'l.wf,J�1 r u Ir'4rIM1 Y+ �r frlM. ''� fr�ter rn,1 by"Y"I1�MntY w t +f ami+r„d lavwragM h�on�y 2Y MNwt urrfn �� y„n.yr +rw¢� tr.r rta tl. eh• ,nIM•Itc in hnd t thrt p•�r!tgr, r1lpivw priajmrty lytnq —,"in It— IletfA ^If ». W. 92nd Avrnu+ l .,NK,r VIII Y wPNM ud Irrr.'W ebN,rr1♦M rh„r�IIMwi ry.mYrw.Yr,ei.�.�r IWr Y!d lur,.f 1Mfwf1 W,,wwNf IM Iwo ' VrV,enYlV..f..f��ll� fh..w IMM,I./�I+lfMY fhr YMr,1•r.��w!'.!Yf"'UIHn,nIY wY � IW.Howl and dIWAA&d Ml PY•l...r bb I)no.nh •1.1.0%.WIt•n �Y!Y„ayNjyldrl!'IWR vril'WMrft�t�rpn+ellMa�'tI+INMI"M'” Iw,rwpffW«N IMr AWA .r.A Y.hr.r f1r crw!».1. lwr,.,r �M^IYfrrarl+r,:+ihYAY.eM Mw.HI W/TN[!1. p.r"Ir.n�rYt rN. i'6°'" f71f of •+h V�! 1 briary.b. Murphy r” Mil*n N. Murphy July 1l stAtROfd"t0WIV enuml :w MrrhYngR¢.n " q Pv— nr 4"961-d ft^-t-1.wr,w bran b. Murphy km Hrlsn M. Murphy Yx ald,KrnMYYdRYd I/V fefr"«WM,MI.YY111Md !1 M Chir Y,IiYfrfMP"tf Y.d eir�w..1 rxrrr.9n1.) OU n,.Wr P"N.for('f#-" dw,"1`IYY.wr Irl..r�.V.VrY R,. w rYYtY....MYr w MYwr w ffrrr.111•.Yrr.YrY.Me r..YrYi�.Y IM fr ly YwYW I.Y.r .. j i w:rwnmmrwewcaewlws-rrmzia�+.rro. mr.Y.�+r...:e:vi::.,,�,«.mincmww . RRA1''QTy U'EE Poo biklJlfl JOIK"tY. at Its '4 00 MAtt 21. Mgtlba. •t ur fM1Y .w.r».. IbSNS t. M, 92nd aw. tigat' 2rlrgun q yyy 1 llliloN� 1�Sb0 kh +W �li A WOW Ik l: / Mon Transamerica Transame, lica Title Insurance Services Title Insurance Company CUSTOMER SERVICE REQUES' "HEAD START" PREPARED FOR: E, closed Please Find the Following Items Per '(our Request: Legal Description Tax 1vormation -J _ �-- Copy Deed /Contract/ Mortgage ------ Other Thank you for giving TRANSAMERICA TITLE the opportunity to be of service. FIRST RATE. SERVICE AT A FAIR PRICE EL MM-K.MLM��MMUILINRAL-1�ME-k��MEA Tran: .nerica Title Insurance G,.rnpany a TRI-COUNTY TAX INFORMATION GUIDE MUI.TNOMAH COUNTY 2 Al 1-4 69 20-1 9 20 11 LEGAL 02/26/74 VOr1 Account No. HEMINGWAY, ERNEST & JOANNE 3 4 2 Owner's Name BY BEND FRANKLIN SAV & LOAN .i Mortgage Holder 517 SW STARK rT 14330 NE FREMONT CRT 4 Property Address PORTLAND OR 97204 PORTLAND, ORE3014 5 Legal Description KILIMANJARO LOT BLOCK 6 2 6 Zoning A6 7 As �0 8 Acquisition Year LZ R7 AcQ MAP 72 55 9P 07/81`1304 "T11' 11,1 8 Assessor's Map Number 9 Acq. Doc. Book& Pg. 10 Property Classification& 1-46820-1820 VALUES 02-26-74 Appraisal Aria YR L/C LARD VAL IMP VAI, TTMB MKT VAL 11 Levy Code - Tax Rates 3 0329 6,600 36.500 -0- 43,100 02/14/73 M+r� 12 Printout Dare l 0328 6,890 37,590 -0- d4,/80 12/14/73 T��7 ,/`+-y� 13 Appraisal CI>Pnge,Reason& Date 14 Special Aase,sment 1-468 20-19 20 CURRENT TAXES 02-26-'4 (Lighting District,etc. L/C YR TAX UNPAID INT DATE TOTAL 15 Tax Year 0328 4 1,176.63 .00 .00 03/15/74 .00 SPECIAL ASSESSMENTS 16 Interest Changes on This Date 10—x•0561 4.,.(Q 12.A7 .00 ,00 03/15/74 a� CLACKAMAS COUNTY (MICROFICHE EXPLANATION) 1 Assessor's Map r 2 Tax I of Number 2A3 Deed Fee No - "74"Indicates 22E 07 DB 02900 Year Acquired o1z3022 -od97a...� 4Owner's Nanle - (•) Indicates 30547-1711 HEMINGWAY. ERNEST Contract Purchaser & JOANNE G--�D4(� 5 Taxp:+yer's Address 5273 SE Alder 'Nny �l Land Value MilWaukie, Oregon 97227 1 Improvement Value,If Any io114Vb! ts9 8 Legal Description 1BG ,(b7 9 Year Built (J �0 22,750 ;0Year c Last Appraisal L'J : 1 Levy('o0^ - Tax Rates 174 Ktlimanlsro Heiphte 2 Lot 004, Block 05 - WASHINGTON COUNTY (D A-46820--11800 LEGAL 08-21-74 VOCH 05,2161 I Account Number HEMINGWAY. ERNEST & JOANNE 2 Owner's Name 14330 N. E. MERRILAND CRT.r""O 14330 N. F. MERRILAND (:Ff. r'® 3 Taxpayer',Address PORTLAND, OREGON 97204 4 Property Address 2.93 9DA 1800 r-@ 5 Assessor's Map& Lot KILIMANJARO PARK UST BLOCK (� 8 7 Zoning 2 6 6 Legal Description 1(T 9 8 Acquisition Year LZ 7 AcQ 7 MAP RP OR81O304 RATIr) 1211 9 Acq. Doc. Hook& Pg. 6b10 Property Classification& A-46820-1800 VALUES 09-21-74 Appraisal Area YR L/C LAND -,Al, IMP VAL TIME MXT VAL 11 Printout Lite 4 0328 6,600 36,500 -0- 43000 02/14/73 12 Levy Cate--Tax Rates 5 0328_` 6,890 31.590 -0- 44.480 12/14/73 T�+��' 13 Appraisal Change,Method&Date �'(wm 14 Special Assessment A-46820-1800 MIRRENT TAXES 08-21-74 (Lighting District,etc.) L/C YR TAX UNPAID INT DATE TOTAL 15 Tax Year 0328 5 1,176.63 .00 .00 O^/15/74 •00 16 Interest Chan 'This Dale SPECIAL ASSESSMENT Be 0- 0321 5 4b.A.& 19.00 .00 .00 09/15/74 .00 6 Forrr Vo.0-146.6 Q � S � � kc /F o M w In OD ID O J N O m rq M N N N m f 1 � 7 o ,n o In o o in OO ., o n o m o 0 0 enu o N K>O ID O ID Om In N O Co V O m O = o M ` O 0i OI CO m N n. h ID O f M Pf N O O O n V I N O w SO O O a N Y n a (.) O O ID ej 2 O F I I 11�I,, J O O O o o o o 0 O O O DI a r- h h of o N W) 0 0 m n ID 10 `I► M N - 0 0 O p O O O p S r 0 0 11 w d r CL K U O 0 .�. 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PROJECT NAMES _ .L.AI�L�_S.`.zTAI�S._ _ _-� _----------_..—• III. DRAWING (TITLE) s �dated :---- IV. PLAT (TITLE) s -� aSeS L�.__dated:_.��_� -----------• V. SITE .LOCATIONS . ____ � (�rs.�ser�• eti�es. VI. PRINCIPALS: (1) DEVELOPER: Address _ %r�1�Nd Pho>>e No. Z4L�33Z4 . (2) DEVELOPERS SURETY AGENCYs __ �__ ________ �_...,.___�_______• Address _._ __ . _.__._....---. -- .._._• PTione No. Bend No..__. ...�.._..__.__._...._. _. _ • E,,p. Date___ / (3) ENGINEER: �K� oyt _4V1A�YiGS.?111.°_� _.�__.__._.�_ .___ ._.___. . ._• Z T. ar•d. �las� Address } c �}, �1 :��.1 �. Phone No. 1139-411 . (4) INSPECTORS__ Address __..__, Phone No. (5) FP IME CONTRACTOR: Address --_•_. _ _. _ .__._. _• Phone No.. (6) CCN I AACTORS SURE'IT AC-ENC'Y! Addics4 _ ._.., . Phone No.. _. . .. .. -• Bond No. _._-- --- _ _ .__• Exp. Date--/--/---# (y) I CITY TIGARD `��o�� • DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET PROJECT NAME _�� R75�PROJECT N0. (1) PROJ�CT FEE (City ord ,8-49, :Bloc 10, f'or..�AfI): root 1i D, (I) Total estimated piovement �T— S W Less aan. sewer r .1 const c��st .. .... .. ., , Adjusted improvement cost . ......... ... .. i G subto ol)III b 0 .015 X r •7 L (subintal j (2_) SEWER FEE ( U.S.A. res. 70— , Sec.9, par.u 13n): o)Sewer plan ch©ck fee Inspection fee , I) r_E � IO.OU Xr . . �iSO CarU (no, of lots) ` • 2) 'i 100.1)0 Inin. (a'`'. . . ..L. . . . b) Permit fee Q connection charge old. . .. .. . ... ... . .,, j e) Sewer district contras s Irohar a p'id,..... .... ... ... ( Istrfct nnm 1 (S) STREET LI HTIi10 FEE d) P.Q.E. li htin ! soiled'02 no.`..1.�,. b) Mthly ole )pt�.on. ...... . no w _ type of I ht I to ens e � o tI (mthly rate) (no.of lights) type of Pol ,pa at, x --- (mthly rate) (no.of polls) lyr. = ' mth's } (subte.00 2yr.=24mfh's--` ` ` `�;.... . . . . . .... . . . .. � �9'� 44 (eubt.^Jul) (no.of mths) (4) SIGN .-EE (Item' Installation) (per sign) (no of sl on) STOP 9'---- X _---- RESTRICT, OCCUPANCY X STREET SIQN X __ = y).-- ` COMB.STOP/ST-N.A[AE X --1--- NO PARK1140 — x ----� ° --� tmiecl typiT t�mile, type) RECEIPT NO.--- DATE PAID __1---1--- check i4 —1 'if;,AND TOTAL C00 money order C] .,, :.Insert: sewer,strco%ur $4. MM a r'• L—� _ o ,, I _. _ Myo I' C,teeuL. noo CAIV J I Ji C'T� L 1A —�� _ `ter_. - 1CONSTRUCTION PLANS IT CIRCULATION COPY Awl- ------ ✓ e� ALL SPitCES iviUSl FI ! IIGORSE.D --==-- PRIOR TQ APPROVAL ,E_`E FLANS PUBLIC WORKS DEPT. -- ..— _ _ - � t cook DEPT. -- --- - D a fE_.` --- - �o1 ?� ��'• PLANNING r' (i &4-W pIJILDING DS:PT. DY._ _ _ D:ATL'� __ . - ', COUNTY Hr-At-Til D77P1. G!.___...__ DATE._----- . CITY ADMINISTRATO`t DATr.—�tlkoZ ` - DATE.. TIGRD �11ATER GIST, t" .� ?UdLArw J, II `� UJ GENERAL TELEPHUPJE r- — \\ N. W. NAYURAL GAS EY..IrV'� L1tn DAT_ '� 8 OAT' �J,rp� BY N 'M-�G;►._ DATE: 7 (- T. R. F. D. I BY DATE I V I I N T I I Y P ^I L, I D _-_- S, U B IVI SION 1' 16ARD , NOTICE TO EXCAVATORS It is your responsibility, -is part of this permit, to notify all utility operators of the extent of this work PRIOR TO STARTING THE JOB. (24 hours If possible.) UTILITIES TELE. NO. WATER —Tigard Water Dist. 639.1554 Metzner Water Dist. 245.3331 GAS —Nwthwest Natural Gas Co. 226-4211 X•212 TELEPHONE—General Telephone Co. 639-1002 Pic. N.W. E✓cil Tele. Co. 233.3393 ELECTRIC — Portland General Elec. 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SECTION " • �„ � .. ,• 11 6 %H SECTION C-478 • �►'• 3/�4 TRANSVERSE EXPANSION JOINTS 4 � / EDGE I TO BE PROVIDED AT EACH POINT OF DEL51V' slD6r�M�K RPQbI •, __ _- I --- TANGENCY OF rHE CURB 61 AT OTHER *ADZ six LOCATIONS AS REQUIRED TO LIMIT THE �� 'Y11K 1.07" p TAIA)e 0 � Ln d o p SPACING TO A MAXIMUM OF 20 FT r.u":.o Amp-7-' ----- •L.- f P a . A 2 MATERIAL TO BE PRE - MOLDED NON A ' m" ti �-- - -• - EXTRUDED MATERIAL WITH A MINIMUM " - 4 THICKNESS OF 1/2�� I • -._.__� _ Tot-� 0 �- BLEND A!C TO MATCH C L _ _ _ __ ___ 4 4 4 TRANSVERSE CONTRACTION JOINT --�"` EXIST PVMT P S"R _ l E ST Pv MT _^_• _';._ - �� e' _ QQ a 4 A o 1 SPACING TO BE NOT MORE THAN 10 IFF ` x I a `O _-Yo _ • _� TRAVELED RI,HTS 4 04 4 4 d 4 2 DEPTH OF THE JOINT SHALL BE AT �' a ', / tY ;,.' ,•.� �,- _ -, ,, `: �'`,,� . _ ° `'•211 , a 4 p v a LEAST ONE FOURTH OF THE CROSS 11 1 y,•1- /- . � , ;• •✓~ 0 r OF WA 4a 0. s -- -- 2.1 CL.ASS"B11 AIC PVMT 7>, a 4 G v. o • t7 4 SECTIONAL AREA - - .. 2 3A -0 CRUSHED ROCK 12" LAYER COMPACTED � OQpd D. A a a _.__ �� I I/v'-O" C'+U4HED ROCK OGAAVEL(12 - 0) —L=0 CRUSHED ROCK,CLEAN, CONCRETE BREAKING STRENGTH �- -- 4" CONCRETE - 3/A 0" CRUSHED ROCK LEVELING COURSE DENSE, HARD AND COMPACTED - EAS E MATERIALS IN-- BY METHODS APPROVED I TO BE 3000 P S I AFTER 26 DAYS . AS SOIL CONDITIONS REQUIRE . (I EASEMENT AREAS 8Y THE AGENCY . STANDAR) CURB TYP HALF - STREET I IMPROVEMENT I I� I I STANDARD CURB `,, - - . � �".'rYY'._�-!-� �1, �._` 'v I-JI � _ �E -U11?1'�1EFlT FC�!2 TAS( LOT '12. ti 1JE L.� E SIDEWALK Q NOTE y v T SEE SPECIFICATIONS ¢ ----SELECT GRANULAR MATERAL ��T IF RJC-µr'uF-WA' CANN{� ° ALL Le-')T � INCS HAL,_. 50' R/W FOR MAXIMUM ALLOWABLE �� IN PIPE ZONE- 95% � H�.`r� � j' WIDE TRENCH WIDTH � � COMPACTION Q vro>E Z (� N - • I' P p 7wG � � ROLES l _ _ I l � ----r----__ � U T I L. T 1' - M T I 2 5 ': . . : s +_ , 6- / caita(S) PM LOT' THERE Af 0I,,jc- 2S, ji if I 5 3 1 4 G.1 CROWN �puF/NtSNeo I i 1 Z •• RAiPi UNal,y) CFI,11L MEET WEEP HOLES IN f,U4P�AS Ikr;, ni ,. ' Ex Nip., - - - - --- 4" CONCRETE U U 5 R E I N F BAR !, RAIM DRAINS SHALL MEET WEEP HOLES IN CURBS AS PROVIU[DEVELI a_ (a7 IZ CTRS a '.0 D/2 3/4"- 0" COURSE ASCRUSHED OILLCOND TGONS I 314'-114' GRANULAR ,� `' p /\ \ R/W �_— BEDDING :.'b .-':;. •1`� o.� , -.._ 4 M I R/W -� ;!.._ : •' • - NMUM OR D/4 i f'.tJJCII. ; � TWO WEEP HDL. I' CLASS "C" A.C. OVERLAY WITHIN ONE YEAR OF CI C NOTE REINFORCING SMALL BE S AT 12" CZNSERS OR 2 MATS OF 2 2 GA. " PER LOT. N I 2" CLASS "C" ASPHALTIC CONCRETE N • MESH AT 4" CENTERS. S'T'ANDARD TRENCH `--- 2�� 3/�il•- QII CRUSHED ROCK/GRAVEL \ MAKE. SURFACE of GROUT -�—�f� �� 2" - 0" CRUSHED ROCK/ GRAVEL PRECAST MANHOLE BASE - ; I "," FILLEI SMOOTH Il FORM `••' GROOVED INVERT TO 1 - �. ,, ! DIfiECT10N OF FLOW _ — LOCAL STREET SECTION 50 -- - -- -- � --04 STEPS -� f - __ -_� p aC- -� -- .-.. \/ratalrT Arles O • j piclo mou"T I NOTCH LID FOR I I r 1000, NOTE ' INLETS/ OUTLETS - 2Ay �kV+► \_ /- - I ----I 0�10a AS REQUtREO INf;•FgLI--w_r1<*J i/' �- _ �� , i / LIFTING :.00K � � - -- ✓/ I \ //Jl I / I - - �` _'/ i �I� STANDARD MANHOLE - �' 6" �" 6' S \ 1\ � � / I,.� - FRAME 1� COYER GROUT FINISH GRADE (additional i I (elddi11�M11 TO Re A/N$to area.)p/�ded util. uYlt . SfiT FRAME -^�- � - - -~I i�ttll.OrlO ? r I / D� 11� IN MORTAR \ _ 4" CONCRETE EX I L N51011 RING INSTALL AS REQUIRED TO BRING �� MANh10LE COVER a FRAME TO T + .. � ... LI/ DESIGN GRADE MAXIMUM 3 RINGS \� ; y // 6'�l - 2 ° POE • 80. 4"Alo►gor � - OT Co. Go! a , 0 00 VAU ST 0. MK FRAME 8 COVER �z l j 2 orless S1or� Storm rr, O.T.CO- ..... ECCENTRIC MANHOLE ►' " ��\� =ice% /�� FINISH GRADE SAMr _ -GROUT W -----.N-� •� • � ORMNEK EpUALJOINT MATERIAL Serle/ `•'' '� - SET FRAME IN f - - m 11 �� I L Son. Sewer MORTAR - — J1 f— J -/ _ .._ ._ cr 48 J ST �D 4B" MANHOLE RISERS PREFERRED UTi h.ITY LOCATIONy v COVER 8 FRAME TO BE _ - .�- �-`-- 4" CONCRETE EXTENSION RING n' • � -�-"" � '-` -- � MACHINED TO A TRUE BEARING - a ate- STEPS r � 4 INSTALL AS REQUIRED TO BRING > ALL AROUND MANHOLE COVER 6 FRAME TO " MAX. 3' • • DESIGN GRADE MAXIMUM 3 RINGS __.�_._ . 12 PNMTT PkECAST M•1 SECTIONS iY J 1 .1 ,�:. MAKE SURFACE SMOOTH �--- 2 3 DIA'- • FORM GROOVED INVERT 'may- J --v.� �-CUMPACTED GRANULAR I in �T ........ �� t 3,000 PS.I. CONC. z • BACKFILL 2/ I" DIA. v TO DIRECTION OF FLOW •, x • q 0 0:,� I I q C- RAM-NEh JOINT p ? o,o o X13'05 ,n u MATERIAL OR EQUAL • I N , ER?�IT SL.� - —__ ` P3 \ i-�_� - WHEN SEWER ENTERS ABOVE _ N > p q '(�.'p�� Q Q 11 2 - / S 41 - '� BOTTOM OF MM FORMA =,' °oU� • I� 'e 2' 0 3�4 DIA. �i f rr / I FILLET OF GROUT OR CONC P I%f i. SLOPE, G oV°i, 11? • OR TAP E - - )1S INDICATED /1 'cam 1 �YEve STEPS .. 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JULY 1 1992 :; , I s' l '4 , ., , I � - �1 • y 1k , �. . r . ___� _ _ ____,.___._____. --N il h M IA.:: R_ I 1N , I _ W R E C �L. 6.;j .{�y °t FEB 14 19 79 HFG , 4 `' -,� , ! ", - '- �� -'''� CITY. OF, TIGARD . y 4 , ,�CA_1... I r FOJ •rI °, ;I{4 'r , a 1, Ii,�,/y "�. / �' f, tAH - 1 z 11 +,c-4.t At4EEL_MA0 F TArI- T(:) ,)PPER .y - I I ..r------ _ .' Rw�PT;RaK , ;• ( -Q �� 0 C,�G'Q KNEE-.Aiwa SUC�Dt1+I�ICN. A.N. � . . I cc k l,,,tk� _j ,� 0 I f 1. �. : -�Q w�I :, ( Ci 8 . `` 11) �� ' to Gt I) I� . \.• v U fit.' oto / � i U �, _ ►Q 1 r L 1p , ,.�''"� n , i- �`�,` T ri I tA fa F I I t Q �C�,V I Rr. ,c r r, B I S.F' rt Nt=�1_.Af1D E�'Y'ATI�=� 11 s '�. FRS t•K I ccs ` �'�, _ � � tl� �s•. -PROPOSF-0 S" 5.5.P ,.. 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Tigard Water District will install all copper services r 3 . All work will be inspected and approved by Tigard Water \, �r�� rIA16 s. ✓. s District • prior to blacktop ping of streets . Meters will be n.. ¢ �. N. stalled by the district upon individual request for - - 4 . Fire hydrant Assembly consists of MJ x Flg tee , 6" Flg same . 6" F'1 spool , and Pacific States fire .'• `'; . n, ` ` r' r ��, f' gate valve , g x Flg P 12 . Upon completion of installation , contractor will advise hydrant 54 " MV0 , 3-port ( 2-� 2. NST hose connections , 'Y I Tigard Water District of total construction csts to 1- 4�11 oa pumper ) , 6 " Flg connections ,, 14" Pent Opr Nut , which will 'bdistrict e added 10% for water open left , color : red , traffic model . ;foss , overhead , administration , sampling . etc . , and 8 % 5 • Poured concrete thrustblocks at least 8 square feet of for engineering , including permits , "as-built " drawings , , ' w bearing surface at each tee , bend , and blow-off location . intersection maps , etc . tii' ��•. » M 6 . 36 " of 3/4 " minus gravel cover for all mains . 13 • MATERIAL. LIST : { 1 7 . All sanitary sewer lines 10 ' laterally or 3 ' vertically , 8tl D . I . Pipe (Class 52 ) . . . . . . . . . . . . . • . . 1 , 030 feet � c of water mains shall be encased in concrete 611 thick 10 from erossin 6 �� U . I . Pipe (Class 52 ) • . • . . . . . . . • • . . . . . 2 , 340 feetLQ g 4 D . I . PapeClass 52 ( ) . . . . . . . . . . , . . . . . . 140 feet � f a8 " NIJ Gate Valve . . . . . • . . . . » . . . . . . . . • . . . . . 7 each 8 . Mains shall be tested at 150 psi for 1 hour . 8 " MJ Tee • . . . . . . . . . . . 1 each " 11 1 each A . 8 �: 6 MJ Cross � ��' 9 . O . S . B . Vii . bacteriological tests reg1�ire • i � 1 . . . . . , . . . . . . . . . . . . . . . , . • . � � M LQ Y t w oa,8 O11 1 each =`i'•", ,�y 8 ?SIJRequired . Bend . . . • . . . . . . . . . . . . . AS , 3 '{ 1lv $ KIT xI P .j :F Y NMi�S N• K • 8 � r J Solid Sleeve ( Long Pattern ) • • i 1 each ► ,: 3 . . . _ . . .. . .. _. ., 6 " MJ Gate Valve 9 each }' 6 " MJ Tee . . . • . . • . • . , . • . . . . . . . • . . . . . . . . . . . 3 each 1 �-- - -� �---1- -� 6 MJ Hend . . As Required _ ' 1{ + i .. 6" .ItiiJ Plug • • w • • • • • • • • • • • • • • • • • r • • • • • • • • • each 6" Nla. x 2 " I . P . T . 2 each IfN.D f C T 6 " x 4 " MJ Reducer . . . . . . . . . . . . . . 1 each -� not, ,P. V, F.,'. . c ROAD WAS ' 4 " MJ Bend 1 each , 1 • . . . . . • . . . . . . . . . . . . . . . . • . . . . . . . 4 " MJ x 2 " I . P . T . Plug 1 each ' U •—•rte r TTT !V7 r Fire hydrant assembly . . . . . . . . . . . . . • . . . • . • 7 each ` 1 s ' 14 . REII�'.'Tr ON S . W • 92ND AVENUE : a c �' �' + Tigzrd High School (S . D . 23J ) : 162 ' @ $ 4 . 40/ft $ 712 • $ 0 Cite of Tigard : 367 @ $ 2 . 535/ft= 930 . 35 01�E �r ,,�:. . Total : $ 1 , 6 4 3 . 15 -� S . W r /1� A R THA - 1 A ___. _..... __....._. ._ _ _ �r -- - _ _.._ -- _ - _ _.. _ _ ._ _r.� - • k.. br c s. t - R I . 'IM ST A L A1F D, 1J'Ii\57A4 L �► 6.K r f I ._ a , D�''41�D /`,.Irl/, A� �, ► i f `��5' 1 74 73 r 2 7/ 70 � ^,.• c � � } � x T I G A RD HIGH HOD S 7 AI 0 5 W MART TRE r ; 1 ^' 4 �..�-J,S Ir.,Arc' G. V. S 011 15 14 1 C 1 1 , , • c c V x41.4. ? b ( IaV-57A14 4. 61, Y. wE s ! 1NSrAc. G'' D•r. ;,v�' 1 .._ ._.. .._..___.. ...._._. .-_ -.. . .... ._... . } ; j R 'PROP 0 ,3ED 0 • ba G" MJ X R' t1a7 rc',1,h � 1 ; 1 13 8' 1 iov, Oro MCIf rrC MrTER J9041r t , 17c ►T' 1 ` •..r, � ..._..._.,.,,,,. yam. � � ,IGS Y a' r - . M• - - - �2 .D WATER DISTRICT (01 (06 `"" •,.. , f __. ., \ i i � } 1 { 88, 1 S.W COMMERCIAL STREET • TIGAW), OREGON 97223 ` r R TELEPHONE 15031 639lb54 7 - r , r I +� VVATER PROJECT' 5. C M• UL /A 1 • (°.,,- A C E -t-"44) a" C. S. P. K f� E E L A IV-D ES TA Tf e c -- -- 'vp t ell VV +/ 2 .L.o I / . 1 ! • , ROAD A/�TIt44 w� a 1rv57- e441- 6" Gr " Mi4 �`Cl� Link... ;��f P14G� .� � • Admin .s Z M,D i ¢� f'. N. Robert 1 . .anree, P.E. iit raator sale: � ZO J A A1,: 19 78 2,71 e....,.,.m•a V:r Y, Thr.- ._.., t , ,►/ ....• . a ..•.. a 'w r - � ! •� ► � r' ►•. . . , •.F . T .+,'.._.- ...i•. ..y -• __. 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