The URL can be used to link to this page

SUMMERFIELD NO. 01 SUBDIVISION 1 a ALL SPA(,'--S MUST BE ENDORSED PPIO_R. TO i',.,PI:lROVAL S PLANS PUBLIC WORKS DE.-,r. UY #_ DATE. 1�7 " _L_rryy ..) PLANN01(5 DZPT. 93UILOING D711T, COUNTY !—:::'LTH D,1'T. G'! - DATE CITY Ar, 1!NIST?,1TOR E+Y DATE.- -- - — -- rJ �t A =C✓ �c� TIGARD WATER DIST, C`.' _ - D^.TE.. 3_��'�-S GENERAL TELCPHONL' U S A BY-- _4--- 4- .!}. DATE___._-_-� _ N. W. NATURALGAS Q'f. DPTE-.�=X3`7=� b�Se� ovr P. G. E. B`fDATE_-4-l3r-7S job �yGll T. R. F. D. E3Y_ -- DATE�' IB—?� PHAS E I I� STREET I MPROVOYIENTN Arr) 111 AR 2 6 1973 . PLANS CITY or I iGARD ,p OWNER - DEVELOPER TUALATIN DEVELOPMENT CO. ( A CO—VENTURE ) FRANKLIN SERVICE CORP. ENG i NEER- SURVEYOR HARRIS — McMONAGLE ASSOC Q 89/^05 S. W COMMERCIAL ST ca LOCATION1Sw -- ,>ATTtlUle TIGARD, OREGON 97223 T -� do TEL. 639-3453 / r J 3 d k c TREE rMEPtr PLANT� L S. W. 104 th AVE. SHT i OF 2 S W CENTURY OAK DRIVE 81 STUB STREETS =a�. CUP� VICINITY MAP PLAN a PROFILE � S.W CENTURY OAK DRIVE. SHT 2 OF 2 S.W. CENTURY OAK C I RC i—E PLAN 8r PROFILE r� rSIlI11�lIl,II'IIIIIIIIIIIIIIIIIIFIIII{IIIIIIIIIII{IIIIIIIIIIIIIIIIIII�I ,III ,1 ,�, IIIIIIIIIII11rl ,I ,I1I, I , � IIII�I1IhI11 ,I111I1�1I111IIIII ,.IfIMI'I1I111IrI1I1111lIIlIIIII111Illllllllllll111�111 " '� • i N11TF I F THIS M IGROF I LMEL1 2 3 4 J 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTIGiI 11 IS DUE TO TH= QUALITY OF THE ORIGINAL _ DRAW IW. 0E 6e 92 Lz 92 SZ bZ E``2 c? 12 02 61 HI L``I 91 SI bl c1 ZI 11 01 6 9 l 9 u111111�1UIIIIII�IIII�IUI�IIII�UIIIIIIIIII11�1111IIIIlIIIII�III1111111111�i I IlIII111111III IIII 1111I1111I1111111111111'!1I111'1I1I1111IIIIlIIIIIl1111II111III11I111111111111UIIl11IIIIIIIIIIIIIIIIIIII�llllll{{I�IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIlI11111IIIIlIIIIIIIIIIIIIII�IIIIIIIIIIIILlIl111 eA �J � a 611 (9 9 l A S c ? I f?= 5 3 G , $4G, 251 l/A2/A rV 4'� lc:�_ 25, CI 228.9 78 - _ -- - -r - 117.19 u!/,, ¢'6• /G/ G ._ __ y' -1 /,- .= Zc�/•o __ C h,Ia- N-_78'24'41".•>✓ - .� _._- - . _ _------- ----- ------- .___ a - _._ R. ^ 175.DO' 2 Cv O. -_..__- -- • . I I I Cr% _ -t4.(.42 r t �... L - IS22 , t z. GLH. a N;.Pi+ �'ok):. I I -, , t f'- - 1 T 3 B.20 %I I '� Ghia=S-74,°S'7 4l' E �_L h s � - _...._.---- ,� - -.__- - �a�' "111111117�7.-_ � «7�J iw ` C 707 �� -r I s r D. ' o 'a J � j TM�i /,/ �� /"r, ; O Q : 41--4w - I O ?lq� ,� r I 17+7:=. �7 IIJf. z-, l EUM. c �(�► �, --Zr______)__� Z -� c-► G THROUGH 1$t 9 .5 7 H 4� T.C. /914.90 Ib t 34. �,TV,' I Qt�� . S�=cJT 14t�(o. 57.fZ4 R = 150,00 17+¢4,.51 #)LET .� 7-c•2oa.A- - T.c• 202 2A Ch ; II(.82Z •--+►y"�,.,_ D21VEWAYS 7, _. /9 �,L7 1c, IW.25 T.C. /96.T . _. 1� 1-srg1.3S PG, � �_, rC ZOA.81 'J L - 114..58E S .W.. CENTU � Y OAk' D�'lV�• . 1 IE 191.1 I - • ` T - ,ao. ?_5 T Y P i C ^T'f?f= E T SECTION �`' ---�-_ _ _ 1 p �r -- u to Cti6 = S G,8 43 45_W ( ,� J SCALE) o � N _ _ 13tZ1,5(, RT✓ 1 U-el%16,-E v N• 9i ' '3 .'E.._-• -�-V 8`/-/�-•_30 -._ 4r� .00'' 75"2?' -T } �p 4.�, -4G' /O 19t'34.1 , �` ' - ='�►� ,, q�o4' o /39 UG ' -�, ' ' �, i � ,�Q' _ �� • C ,Z.OS.r�c� m 2- -> /G DO I T.C, i`fz•(-Z c 1 I o \0 r , 1 N .I Q �4.0 C r 0, = 116/02 3 ' 4 0 i�t r� P"''N r " (5tcl j.0 7 PG ~`" `sS` -•` i J J �. _ /�S OOL %-� ��,�, r rcig5. -� tic' TC.1197.:.- --' �.. , T $6.>� 17+ 6,':r � ,tG - 1 ►4+Gz.Sl P� S�• 3��.'E r.c 194.45 _ ._ I I /6*/ •�7rc G - �` lsP G,i7� �• Tc,z07.03 �\\` S r �'V cel. 1 /1��1� r v i S- .- 14 11 6 / y 'I �� y.C./99.(� � t !Q N _ rV :et, AA' - -1 1- ChB N-�;-7 z3 Ls"E '3 / " P. �, rc/9 ,1 .�•Nt► ot3GF�Ic } '' , • ,' \ 4, t. ,ter l� r `< , i�\ /' t�t� o�3 q. ii ti 2�Q Rc /6'AO �` lG� 7:G,b0✓,:�N / a w ��` 00' _ -E', :.� r� KZ3 DyY,_IG T � � �a , kr, i / � � \ _U, o a 1Jr�''� I. n 1Z1a1 vA5E ,i� r^i2 r� t/ 0' / r� ; 1�d10 10► ° 1, a, - N _ 7 i N r R K I , ,� �W. t► v I1,1 Fa O►)C:' -- �fr1a _ S & , c . ref �'!� H ; �. `; Q ---'- I '� _ - _� - o_ •. w / 1 O r i I - N �•9 r U U o//. - r- 01 3 , ( C, - ` n ` ' I -�._....--.- -. .- -�..�.�- � ..--,1 "4vLZT ►_ >•• M t °�•• On �.* ,e.-/954 , C, I 5S8 _ 1, ` L 3 7 3 _'2�g�Q .. - "�/9`>.5� o w w 3 /r"c�a f' w - - -'- �--=� -- - , _ IkZ7 F� 11' Y t; 1 /,z"3P.-c` (� _�. $1 > o z o , =a +^ .`a �. /� _.� =i��o.ii � ' - I y 1M 7- p�. , - T.C, ZO �1 a a I l(. .a TUAII)E 1 �7 I 1-IE/9t1'-27 �___ -- - -_ - - _.. - . L S 3Z - � t1 1 o - 20 t 'i 9. /S Pr. _� >� TREE � /,6 cAP--L =77 ' I C zp m -ry.72G0 1 ; ` J t. st Q o T C, ,o".8/ ,eoo.I-• m � 3 b I 0 Z;/ ' t,1 II:a w177a G PATE7.) :5 w N _. 1 t , . N4 . ; N ^ `', M! C0v x. rG /vtE'2CCoT L.L 0 0 -- -,� D tt 1 ( m.t"7e1C �ZECN�9dIvE;,E� �x�.57, 0/7cH z z h -- . qq, , . 5 t h 25' i G ., (tel SE2 W 1 FI.1 y/ a `� Q { 'I, �%► -1E/8 9.* - i 9Z.B '� .__.. - .._ +� � !�+J M, __ .. - _.. -- - -- ��yy .5"S -_ _. _ ------ - --- ---- - - __-_-- --_ - -- GygYlJ��yL .e/e'cCN1a.vM e- , r - /6 60w /F"C.a ra _ L . 4�'0 - _ - U. _J Ci r- / / . --__ �,�, _ /�C�p-L;gc9 t/1�i� <J» G=/90 a 1 • t :.,it, &.crsr. v.ass+ 1 ria c-xi5 �-_ t"- -- 'y � 9,D 4t Z- f• 4, .j ''r To fir}✓. L. � 9 � 1 h , EIU� �,e'p , ip)- '� co�5 76 ex•:sr• s►,"m,..r -� / \ b _ - - _ . . _.-_ _.-_ . - - -- 0 rim _ c \ .. -_ ._. •_._ _- Y _.. _.__-._.. --- I- - _- - ___--_-_ _ _-... - ---- .--_-__. . - - D. Z- __-•_ __•___- AJ- 8y -E _ _ - _- -- -S2___ _, .___ _ -- -- - _ ._. ._. _ - - - -_---_ __ __ ___ . -- - ----------- -2 --- - vs X07 ..._�. __..� .. _ - - - -- _..�..__, -- - -- - - __ __ _-- .__. ._.__._._ _ ._ _ _ �.. _.__.___ .. ___. __. _-- . .__.... _ . - S w SS 4.Z 5' •-----.-••---•- -_---._-.•___-_ _ puQ 4�1AM 181. ��' _. . ____.____•-___-_._.-.._-.____�.__.�.._.�....�....__. ._,__. .._ ._...._. __-. - -__._.._..___-__ ________. _.___ I c 14 _.... - . I \.�tp0 lu_pc?-_a! . t O Q RD. -'- - --- - - T- - - - -- --- -- - 1 --- - - -- -- --- -- - _ -__.-- _. ____._ __ _..___ __ _ -C } 7 _ - -- - --- - -- .-- - --_ _.- _ _ .. _-_'-- - -- _ . . _ _. . . . . . - .. T 1 T - _ _ _ ' .-- - .._.__ _ ._ - __... - ___ - _ - . - _.. ._ -. _...- -. __ _- _ - _. .- ... .. - - _ _ ..__._ -. _ _.__ _ _ - - _., - _ - - - - --- -- -- -- - -- --._ _ - - --- -- _.-.__ ..._ -.. _.._ _ - .--- _ --._ - _ _ .1. .-._ .---- - _ .. - -- .__ ____-. - - - --- - - - _ _ - -- - -.. - - - ---- --- - ----- - --- -.-- - _ ._ .-- .._-- - - - - - -- -_- - - ---- -. ___ _ - _ • wllll :)- --. -. ___ T --- -- - _ _.__ __ _ _ _-___ __ _ _ __-- -- --- - - - - -- -_ __ _ --- -'--- rJD -._ - - -- - - _ .._._- --- ----- .--- - - - - - - _---- - - ___ - _ _ 79 0 T-'S/ _ .I-9 _ _. ___- - . • _ - -._ _ -_ -- _ _ -- - _ . � - - - -- - _. _ _ -- --- -- -- -- -- - _ _ - - _-_ - _-. __- - -- - - - - -..- - - - �_ .__ _ - - - -- _ - a g-I; _ _ - _ _f�tv �,z --- - - . . - ..---- - - - - __ . _ . - - PIK J. .-- -- -- -- __ _ ___ __ _ _ __.__ _.._ -_ _ . _ __ -_ _-- - .._ - _._ - _._ __-_ _- -- - -- -- - __ - - -._._ �._ - --- ---- _ - - _�_ -- - -- _ -• - - - - - 1 . S _ .__._--.---. _--' ._.-...__ - _. -... _. .. _...__. .a. _ _ ._. .--• -- -- --_...... _ . __ ---- -- _ w_. .. _ X .. ____ - _ �4 �� 1, _.- - -- - - -- --- - . .__-.. .___ -- - - - . ..--- - __--- ---._ _-- •- - _ - . _ __ r l _ _ f„ditp;, __.. �... ._ _ ------ ._-.._ -._-. ..- ._..- __'- - .. _-..-_ .---- --^-_-.. - -- _ _ _.. _ -- - - - - - - _... _ - - - - - - - w _ I- - -- - - ---- -- ___ ____ ___ - _�.._ ----- - -. - --- - --- _.__ - - - .-_.-- -.- - -- ---- -- - -- _ ---- -- -- _ - - ` _�-+zo .1�_� _-- -- - ---_ 0 v lu� M 0 1 - - - _ - b� o - - -- - _ - - - _. . _. _ _ _. . .__ - - - - - % __ - - - - -- - - - _ - -- - -- - --- - -- -._--- 11 I _ __- -- • M�ja __ 3- - _ • - --- _ - -- -- - - -- - ---. _ - ___. --' - - - _. _- _ - - •- -- • -..._ -_ - ---- - - - -• - _.__ _.__ _ -- - - - - 'i- I . _-- !A- _ _. __ ___ _ _ __ _ - __ ._ _ _ .__ : -- - - - - _ - ---- . -- -- _ _..- _ _- __. - _ _ _ - ._ . _.__- -._-___ .. -_ _ _._-. --_M_ _ -_._ -__ _ __. __ ___- - . ._. -0 - -___ -__ -. -- - -- -- -- - --•-- . _ _ ---- - _ - --__'_ - ___-- ..�- - --- --- -- - - ... - _ _ -M -- - -- -- -- _-- _ _. -_ _ _ ___- - ____ _ _ _ .. _ -- -__._ .._ _ - - -- -- - _ _. _�_ -_ -___._ -__- _ - -- __--- .. . . -___�j- ____..-:4------- ___f 4) . -or - I . -_ . I IS- -, I " p ;; . - - - -_ i I' - -_- _-_- - - -- -- - - - --- .--- ------- - - - - -- - --- - - .-_ - _ _ . _- - __ - - _- .___ ___ . - - - , _ - - _--- __ - - -- ___. _ - - - _ _ ^ - - - -- - - _- -_ - - ill "4c 7N -- -__� ---- _ _ - - -_. -_. __ __ _ - ----- - -- -- - -.. - - ---- -- - --- _ - --- -..__ -._.. - - ---- - -_- __..�_•- - .._._ _ . _. - - _ - - - - - o - - ------ - _--_ __ -- - ___ -- - ---- - -- - - -- . --. - � -_ - - - _-- _ __._ _--- -. - - - - _ 1 T a' i _ .-__ --- - -'_ 1 - - ---'- -- .-. -- - __.._._ - -.--'- -._ _. R 0900 ZD, Y __ -._ -- - _ - - - -_ - __.. - - -- - -- - _ _ _ __._.-_ ____ •------ zrMn _ __. ___ U __.-.._ --•---- _ _ __ - . _ . _ _ _ _ -- . 1 z -' -_- --- --- -_-_..�_ - -r - . -_ ... - - ---__ v_ _.__ -- _-_ H -_- _ _ _ ---^- . w - _ _ -.. -- _- ._-.-_-. (. Y ._..- -- -- ._-. .____.- --T--_ .._.-.. -__.___ ..._--_ _ --_.�-'___ _ -_-- -- - - �-.-_ _ _._ _ _ _-^ -_-'-- _ �-` _--. - - -mow ams__. -'ter _ --- WZ - _-_ _ ._.__-_. _ _ _ .. ---_._.. -_..-- -- _ _ .-_ .--' --_ -_. _ .___ --. _. _ ._- _•--.-_. WA .----- - _.._ ---- --... - --.�. - - �_ 7 H -- ....__- - - .. - - - __- _. - - . __. 1. w v o - - .- __ _-._ - _ _..Lq -W, -- -...-- - -- _.:.-. _- _- 111- N --._-. . --- - a _ j -- - - * V- L1 .-_- _ _.. - - -- -- ___ -- -- - - --- __ _ -_- -- --•• ---- - -- --- __ -- _ .__. r W W Z - _.___-- .- -_-- _ __ _ _:_ _ __ _ __-_ ___ ___ _ - 1711115 V _ _.___ _._-- _-- - _--- . -- _ -__ _---- --- --_ _. _ ._- _ __- _ w -. a GIS E. k - pp a.U _ _ __ _ _ __.__ .-.- -_� -- _ _ � I - -- -- - -- --- - - - - - --- - _--- _ - _ _ - -- - __ -- ►- -- - - - __ -_-__ _--- tJ L[I� �n - __ -- - - - - -- _� - - _ - _ .. t=-- - __ - --a _ _ - - - ...J O - - ---- - - ---- - - ---- - _ -- - - - -- - --- __ __ -._ - - - - _ Q 711- m -- - -_ - - _ __ :::.- W_ - --- ---- -- -- - ---_ --- __ ---- ----_ : __. - -_ _ ___ :3s __ - - - -- - - -- ------ _ _ --- ----- - -- - -_ - - - - - - __. _ _ _ Q W - --- - - - __ -- - - - - - - -_ -�_ _... -- --- -- ----- _---' - -- --- --- __ --- -- -- �+ __ _ - - - - - --- - -- - - -- -- - -4 O O - - -_ _ __ 0 MOM [A- z Z 4- - ___ -- .- -- ---. _ .-._-. _. -- -- - - - - - -- - __ - --- --- - --. __ - - - -- - -__ - _ _ - - - -- - - -- - - -- -- -- - - _- ___ - _ - -- -- __ ---- - - -- ---- - - - --- -- - -- - - ---- -- _ - --- - . .� _ _ -_--- -- __ - ---- -- --- -- ____ _ -_ __ _ __ __- _ - - - -. __ _ -- -- -- - __- - ---- - - -- -- -- _- - - - -- ---_- _.. -_ _ _.__. --. -.--r- -- --- - -- --- - - - -...__ - -- -_ -- _- -" - - f - - ---- - - -'�- / - -- --- - - ___ - - _- i -- ---- -..-_-_ _ - - _ --- _ - __ ` ===q- ___ .-- ---___- __----- _' - -I- ___ _. ____ --_ - --I--.---- ____._____. - - -- -- __ - - - - -- - - --- - - ---- - -. - --- -' . . ---- -___.- -•-- - ---- --- ,. -- - _ --- - __ - __ __ _ 4____ =h____ �- -7=4--- Z3-0o ZZ . ov 4 1 r 00 20.00 11+00 /of 00 0000 /fis00 /5-4 00 - i 4 r ov �3 X00 REFERENCl: INFORNIATICIN AND NOTES: y�, DES`GN y��Tr. u ,,p S.W. 104th AVE sC�ALE ,,,✓ , t= T-I C/\ 1J C I I J.v. -. �J. S•0.e6•s- r,,), - \Il Ivy /L ♦) V._ 1" -/'o' 1-IO R, Z OIJT�L_ D('iT UM - /,V�A` S U M M E R F I E L..I D JOB NO. 1� •,,��, ., � TRACED S W. CENTURY OAK Q ff� I V E 8c ,.= .� 3 ,� .\- ( PHASE I ) SHEET -5 r ,_.. CHECKED STUB STREETS / 'ted 41l �. �, E .c'sry ;,O.vC,(4.i E s� �:�. ,;.�•� .J/:g/�; - / �/ - t ,I IIly DlfCRI�IQN '�_t sue. AIrR. DATE 1 1 1 I r I !' I' ► \' ' r I;h y�a�`.y / �� / 1.%..1.4,:1 u- -ru%, lim'. 11 _ • X7.,, DATE xt .„ . " "„.I1•.Itt 1.\1. •"I,m.,1.'t _, �' P R 0 E O� TIU.\I.-,, 1►Ilhaill\ +1728•'1 1 . i, REFER TO TRACING FOR LATEST REVISION "'� w ' /' s-17 - PLA N 1 I I I I I I I A A C p t Ir G H --- -- - - __-_ - _-_ ._ _ _-_ __ - SUMMERF I EI_D NO I. Cl> 1 t 1 1 - _-. ^-- --- v i _•._._._..-.., - ...- ....__.,._.. -...�..r.-...._.-'..v.r ''-w-n _'v."h O:' ^-._- !1L`,va•... _ T� ,.,,,y,., ... ,rw..�., y1A _.1 � .""..,E'. �-_ .� • I% __ • i"I11 111II�i 1'111111 111IF1r .Ill iY 1I -11 IIIIwi(I 1�iji�i'�jll l 1111 ll.tl� 111 1) 111 1111111 n 111 111111) 1111111 1111111 111111 1 111 1 1 �"111111.._111.I.- - -�-- 1 --* w"_"'_ - t « 1 I II 111 111 111 111 111 111 III 111 4 1� If I I { { ( ( l I I i I 1 I I 1 ( 1 1 1 1 1 i � 10 II 12 NOTE: IF THIS MICROFILMED L - I ? _""- `3 4 5 6 7 e 9 N DRAWING IS LESS CLEAR THAN THIS NOT ICfr;- TT I S DUE TO \ / THF; QUALITY OF THE ORIGINAL ., DRAWING. - _ -. . - --_...___-- ---- -------- ...._-__ ___-__--__ ------� -- - ...�.._ --- - --- -_'"~ OE at 9z tz 9z Sz 1.z Ez iZ 1z OZ dl 91 LI 911 91,1 bIl f.II 91 I I 01 !�!i'' �'' 9 t 9 s� �r -% EI-• z 1"'�'" ►11111n111lnluulInIlu111►m111n11u4,unlunlm►hnllanhullnulml41u11111111►111111iuu111NllutIt11111n11Nni11HIN►1l►n11111NIN111H11111111"ll!111111AIllIUII1111111111111111HIIJ r111nu11u1lun11ullIluIIWIHmIU11Iiiihii11W1I1 iiliiiiiiii IIW11111 y •1., JULY 1992 w � n� c _R a 4v # ! i CITY OF TIGARD, OREGON: RESOLUTION '.40. 81-�S RESOLUT[O`! OF THE TIGARD CITY COUNCIL ACCCPTING THE; PUBLIC [l-q DVEIMNTS CONSTRUCTED WITHI`: '-UIM�RFICLD NO. 1 SUBDIVISION. Id11EREAS, the: City of Tigard Subdivision Ordinance requires subdividers to install streets, sideoialks, street lights, storm sewers, sanitary sewers, under- ground utilities and other public facilities for the development of Subdivision; and ,�HER1✓AS, the City further required ;he payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Vuhlic Ilorks that all requirements have been met and a One Year 11ai.ntenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of )ne year. . ."; and WHEREAS, said Certification has now been received; and WHERE-AS, the original performance bond has remai„ri in full force and effect beyond the nn-mally required maintenance period of: one year, and WHEREAS, the deficiencies which were required to be corrected therein have been repaired, NOW, THE'_tEFOH, BE TT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within Summerfield No. 1 .ubdivision, said subdivision being recorded in Boolt 32 un Page 50 in Washington County, Oregon, Plat Records. AND FURTHER, eh(, City Council herewith authroires release of the aforsaid bond . PASSED: This _Li^day of ,,,,. / , l l8 1-, by Lhe Council of the C=t} of 'rigard, Oregon. Mayor r r ATTFST, Recorder RESOLUTION NO. 31- Oece-7' or 27, 1979 15300 Ti 116th Avenue Ti-a.-3, On 97223 .tttz: Cldin 'liec',L ,an ?e: Su,.—erfield O1, t72, 13, 04, 5 and :15 0,2a_ .:r. :Jicc*,, ^n: ;e hu-7i just finiche3 makin3 an inaoectiin of thi above phases of Six--erfield. is 4 list of itects tli,.ch need t- he corrected before -Je ca: reco-ccn:a, to the City Councit, final acceptance of the public improveme!Its. .^arT^Z.0 0I 1. Paindraina that been broi:•'2n o,!t, nae i to be r.cpai- ,I. 2. Cur`, needs to be at 10040 Sty Century Oak nriva anal 15925 S'1 Century Oa?: Circle. 3. Sides-al% needs to ':e repaired .at 159?5 SST Cent-,:r- Cad Circle, at 105°5 and 10570 .gym Century Oa:: Drive. + 4. Sidewalk needs to be exten:Jed out to 7eet tha b t-e,nth on St7Duan %odd, froom S'1; 104th Ave-mi. 5. 3i'_ke7.ath nc2d3 to be clnane3 and repaired atom; S'; Dsrham 'load. 6. Dtivewiv aprons Need to be repaired at 15943 a-0 15950 S'1 C^_ntury Jac Circle. 7. All sanitary se•-.er lines .Jill h r,-e to be T.17.0ed C7rovious =nmo dated December 21, 1973). 7__-,.r I"LD 02 1. Tee,' •aieelct:cir rasps installed at the entr::r.ce to "-' c recreation hail, (jcF of S.'1. Crm13 way told no.Rt ".aa:??. 2. ^ain:::ain3 nrnd si3caal :s nce<t to be ropaire!:t:iroulio-it ton.3. Drtwway Q;'Iron a-il :,idc:rai?: neiis to 13-2 re-i --i a'- 15^?0 S7! Cre^ns way. 4. Sidx:ntk net,,!S to be repaired at 13340 and 15950 S:; Creens u- 5. All s�!-nitary sewer lines will }?3'.'? to (pr^.'I;o+::t memo dated Decer*3r 31, 1173) ?a 2 mher 27, 1979 Sty..- ,,T_?.� '3 ff 1. Sanitary s•r.re-r lines Will .1t.,re to be T.17.1ed. SL^. :'.F rmo 14 1. An as-built d.z—ain!z shoving chanr,.es in storm sawar on S7. Hi;;hland Orive zee i, to be s ubr;itted. 2. Sanitary sew--r lines will have to be T.7.'ed. 3. ^,`ar-t'_ine:. need to be tied to-,ether and a catch baain needs to be in- stalled at the church property hehind ICO25 S3 tiig'.iland Uri.ve; also fill in t'.:e stogy aitch where it has dashed out and settled. S'T"" =I"?,') "5 1. Th2 curb necdo to be repaired At tic *'"i, end of the i31,nd On V Grec=lcaf Terrace. 2. Sanitary sec,er ne-L-2s to be 1. Si.''e�:alk anal wheci&air r=- z e.'3 to be rc7nired at 15' 5 �'' .7 i�'�la:si Ct. 2. Si('.eaal!- ae,dn to be repiir^,_' at 1.5715, 15'35, 15'75, 15775, 15:59 mad 15320 V ni hlasd Cour_. 3 SidMaalk needs t0 L ' 'e - ' ^ C :rt. 4. Curb neck to to rc;,'_ace.? at t_:e e:ld of Ili-.thane! Ct. 5. Driveway aprons na-3.'s to be repaired at 131-45, 15753, 13^160, -,'.: 1.:,725 S; 'li:,hlar_.3 Court. 6. Curb needs to be repaired at 15705 1 iii:;hla,1d Court. 7. no,! ! to 5e -m2 ?c aroiml the cater: at t'? corner of S'� ADrive and S'•l Su^ 3erfield Drive. Sidrial!:s and drip:r-way aprons need to be inntn1lo3 010,11 thea '": ::i 111aa� • tDr iv e. 9. Si:leailk needs to be -epalred at 10900 7.1 ':ishl1.,1d Ori'�c. 10. Curb needs to be repa:.rel 1t 103)0 71 li:,1111:nl ')ri" 11. All sanitary sever linea nead to be T.7.'ed. 12. -1e lou spot l)et::ccrt t!1e catc!1 ba3L-12 at t.;•j co cr oC 3:1 i!1. ala l Driv nil S.r 109t: %venue reeds to be corrected. If you have noy Quczti0:13, or upon carr-actiOn of 1-i oC thy! afar-antio:nel, :i..__9C contact this office. `Lours truly, 7. L. :::o--1psnn %blic '+Tori:s T-1s2ector cc: Harri3-'•c::o-1a-L1 tt, cot illin Offset Lithography Letterpress IBM Cold Typesetting Trade Negatives Speed-print Copy Service Hot Metal Typesetting O 00 -go 5 0 P � lvr- Tyr; Ps 1 .w.,w.-u.w.,.uawrw.w.<io-urwwwu+'ar6eiriril�c+ase'.,... „iRr -IW�uWiW } I i t 1 ii 1 1 3 l June 8, 1976 i Bob Luton ' a Tual-%tin 15300 SW 116th Aven�!e Tigard, 4regoa 97223 Dear Dobt I enclose a copy of a let"r raccntly rcceivc.l TcZardfnC th,, pcatliway which was a condition of approval of Phase I of Su-r-ierfield. To date, this pathway has not bene c xTylcted and I am at a loss to explain why. I would apprecIate your attention to this matter and a respon^e to Vos antiders of the atrr,nc�.d 1rtter with a cony to ate. I trust that thio matter will bN cf. AA,:!Led b?!ors: b�d weather again sets in. Very truly yours, Bruce P. Clark City Administrator BFC�Iw Enclosure I CITY OF TIGARD, OREGON PHASE I SUBDIVISION DEVELOPMENT PROJECT (P.W,) Procedure Check List 1, FILE INITIATEb.... (1) Supplementary•sheets•attached,,, , ,,,, , ,,, ,,,,, , CI II. SUBMISSION OF PRELIMINARY PLAT; P.D. Approved 2/12/73 by Planning Commission (1) Pending Planning Commission action...,......... 12 (2) Approved tentatively by Commission...... ....... 11 121LoL 72 III. SUBMISSION OF PRELIMINARY CONSTRUCTION PLANS, (1) Plan Check commenced; ........ . .. .. . ....... .. .. LN 3 /26(7: (a) Revisions required. .... . ..... ....... .. 17 (b) Stamped, approved for construction. .... gg , hlL� (2) Utility Co. plans received. .. . . . .. . . . .... . .... . 0 (3) Improvement cost estimate received. . . . ... .... . . L4 1 25 173 IV. EXECUTION OF PROJECT1'KICUMFNTS: memo dated U.) Contract documents drawn; (a) o� �bc5��scro��%ffnt signed. . . . .. ...... Qg 5 hl/'13 (h) aw ,-8�+ signed. . . . . . ... . 4-/U/7312) Permits & Licenses acquired.. . . . .. . . . . .. . . ... .. (3) Easements obtained & recorded.... .. . . . . . . . . . .. . p (4) Deposits made.(AtW APF,.# =. . .. . . . . . . . . . .. . . . �4 �11i7:i V. SUBMISSION OF FINAL PLAT: 11) Review for conformance commenced; -........... . . (a) Revisions required.....,. .. ., O (b) Approved & signed by Comm. Chairmen..., )qg (c) Resubmitted to Commission. ... .......... p I Rey.No. App (2) Approved and recordedrbyeCounty Surveyor....... B P GO � .59.. (3) Address's assigned...0............. . .......... VI. COMMENCEMENT OF CONSTRUCTION..4data unknawi4.....,......... _L Nota Inspection sheets and construction/ Inspection check list (at.tached) for progress. V11 . FINAL INSPECTION OF CONSTRUCTION... .. . ... ... .. p/ (1) Pending correction of deficiencies. ,........... n (2) Not acceptable, construction deficient......... O (3) All construction items acceptable.. ............ 110 V1i1 . EXECUTION OF FINAL PROJECT DOCUMENTS; (1) Maintenance Bond signed.............. 10 (2) As-built drawing received..... .. ............. .. )d 13) Final report to Council issued. . .... .. ..., it IX, CITY COUNCIL ACCEPTANCE OF PRWECT IMPROW MENTS. ........, EI 3ZlQ.L.I> BOND NOTE: Performance bond to remain in effect. MAINTENANCE BOND (:XPIRfL 3 '10 75 CITY OF TIGARD, OREGON RESOLUTION No. 75- 15, RESOLUTION OF THE TIGARD CITY COITNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN SUMMERFIELD SUBDIVISION, SUBJECT TO I!EREIN SPECIFIED CONDITIONS. WHEREAS, the City of Tigard Subdivision Ordinance requires dubdividers to install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions; and WHEREAS, the City has required the payment of fees, the execution of a cash bond escrow agreement and the execution of a compliance agreement which stipulates that: "Upon receipt of certification by the Department of Public Works, that all requirements have been met, and 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..."; and WHEREAS, said certification has now been received; and WHEREAS, the developer of said subdivision has specified, via Exhibit "A" attached hereto, a desire to maintain the existing cash bond escrow agreement (performance bond) in full force and effect, in lieu of submitting a separate maintenance bond, throughout the required maintenance period of one year. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon hereby accepts the public improvements constructed within Summerfield, said subdivision plat being recorded in Book 32 on Page 50 in Washington County, Oregon, Plat Records, subject to: 1.) Continuance of the aforementioned security, in full force and effect, for a period of one year from the date of this resolution, for correction ofeficiencies and maintenance purposes. i PASSEDt This �� day of \n_ vl c _, 19 �5 , by the Council of the City of Ti6ard. MAYOR - City of '.gard ATTESTI slgN RECORDER - City of Tigard RESOLUTION No. 75- Approvedunanimous -cote of Co,:I-ci? UNCIL �8. RESOLUTION N0. CEPTING°'SHE PUBLICOF THE CAIDUpRO1>EMEtRD CITY ,,S CON- STRUCTED WITHIN SUMMEhFIELD K SUB- DIVISTON, SUBJECT TO HEREIN 'PECIFIED ' CONDITIONS. (a) City Adm.in.istrairor noted subdivision inspection showed all improveme:eta coutplete ens'. reco:.-.e:^'e C c4-.. cr:C�Z�t; improvements for "both s.,tbdi.niwior.s (Iteris 8 required one year ma.'.ntenance bonr,s : e e '-ea" (b) Mot.`•.on t".eopt, Co' �•. _ c.'-7_man Mc oore; sec-r..-.e, -y Cc r..cil*�an Cook. Approved by unanimous vote of Council. -9. RESOLUTION NO,, 7�::.)� RESOLUTIION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IN.PROV'EMF.NTS CON- STRUCTED WITHIN sliMMERFIELD SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS. (a) Motion to adopt; Councilman Moore; seconded by Councilman Cook. Approved by v:, jm9mads vote of Council. 10. CONDITIONAL USE APPEAL S'IAR.DRILL COMPAI Y Appeal by Starrlr.il' (10 OP p�.c ^�r°; Ca" .'.FF".nA et^t- 0� a cc iitional use recuest to outside -.fi4torage on M A Industrial Park zoned site located at 9806 S.W, Tigard Ave•ine, Tax Map 2S1 2BAo Tax Lot 300. (a) 8:00 P,M. Public Hearing. (b) Presentation of frccts and Staff f�ndings ty City Planner. flayor Bishop reported Joe Schuite of 10465 S.W. Johnson Street had verbally protested t;.s proposal. TESTIMONY PROPONEN'T'S' Bob Steuben,, representative of Stardrill Company. Council cross exemanee. Mr.. S'e. e.• - No t�st:�•cny by opponertE. P,tbll.c heerIng closee.. City Plrj.uier p43e''.te'. ^!:i Testimony was e-iacussed by Council. (c) Motion by Councilman Barkhurst that the con-?t.tionRl use be approved based on staff findings with the following conditiDnes 1� Arrange with deraliper„ rsubject to rite development plan review, to provide site obscuring screening for those pieces of heavy equipment that cannot be stored Inside,, All parking requirements are to be met in the compound to be proai.ded and must not either obstruct traffic circulotion or usurp required parting. PAGE 2 •• COUNCIL MINUTES MARCH 10, 1975 TIGARD CITY COUNCIL REGULAR MEETING 144 .CH 10, 1975, 7:30 P.M. FOWLER JR. HIGH SCHOOL LECTURE ROOM AGENDA: 1. CALL TO ORDER 2. ROLL CALL 3. PLEDGE OF ALLEGIANCE 4. APPROVAL OF MINUTES, EBRUARY 24, 26, MARCH 3, 1975 5. WRITTEN CONU.IUNICATION (a) From P.C.E. re P cific Highway electric utilties. 6. CALL TO AUDIENCE FOR T OSE DESIRING TO SPFAK ON NON-AGENDA ITEMS. 7. APPROVAL OF O.L.C.C. A PLICATIONS (a) Betty V. Corrigan, Poor Shoes Mexican Restaurant Pj4B Application. Jim & Sally Kwong, Key West, 11445 S.W. Pacific Hwy. DA Application. r near S.W. 69th Shakey's Inc. , S.W Pacific Hwy. R Application. (b) Recommendation of C�ief of Police. 8. APPROVAL OF EXPENDITURES'& I13VE5T;4;1:T : 5_"_� . 9. AFOR SIZE 6XEhUTION STREET AYE FART DEDICATION CC;•YL1'"ACE;AGrEF.I,IFNT (a) Recommendation of Cit Administrator. 10. RESOLUTION 110. 75---- RE OLUTION OF T•r� TIC -D CITY CCc::^IL ACC FTI:IG THL PUBLIC CC:J.'T;tUCTEFi '.�7TaI1I SU.:-at1 =i iI SUB IVISI011, SU?JLCT TC : _ : '•I SPE IF'IED CO'%12IC'1S. _ . (a) .Aecammendaticn of City_ d�aini.. ra or. _ •, 11. PESOLUTION 1,10. 75- R SOLLTICRT OF T'T_E TIGI+PD CIT' :• ACCEPTII+G THE F'.iBLIC Ii,P i.0 i�: CONSTRUCTED' WITAIN .,J*.11,_''li �i DIVISION, SUBJECT TC tl';Fti:ii1 :,i:.�i:=..• \ CONbiTIC11S. (a) Recommendation of City Administrator. 12. CONDITIONAL USE APPEAL - STA RILL COMPANY Appeal by Sterdrill Company o Planningg Commission denial of a conditional use request to llow !,',olesale distribution and storage �Iaa12S1rk zoned 2BA, Tax ite Lot ated Lot 3o0c0 a. UNIF1111"D SEWERAGE AIa ENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING. -- 150 N. FIRST AVENUE HILLSBORO, ORF,GON 97123 (503) 648 8621 BOARD OF COMMISSIONERS f Joel Wesselman BURTON C.WILSON JR.,Chairman r GoMeneger VIRGINIA DAGG _ Roorn rn 302 RICHARD C.HEISLER �5 RAY MILLER ROD ROTH CITY OF TIGARD February 18 , 1975 Mr. Nick Hlebert Director of Public Services & Facilities City of Tigard P. 0. Box 23557 Tigard, Oregon 972.23 Dear. Nick: This is in response to your January 8 , 1975 , correspondence regarding inspection fees for the Summerfield Development. We would concur with your opinion that you should not attempt to collect inspection fees from those connections that have been made previously, but rather that you should start collecting inspection fees on all future con- nections . If rou have further concerns on this matter. , please contact us . Very truly yours , I , Gary' Fl, Krahmer Assistant General Manager GFK:by I EB 18 19/5 (503) 639-3101 CITY Of TIGARD TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 1161h Avenue TIGARD, OREGON 97223 February 13, 1975 Mr. Nick Heibert Director of Public Service City of Tigard Tigaru, Oregon 97223 Dear Mr. Heibeft: In reference to the Maintenance Bond amount for Summerfield 1 Phase I Construction, the original Letter of Committal from Benjamin Franklin Sayings and Loan setting aside the funds for construction, also more than adequately covers the 81,850.00 maintenance amount that was submitted by your office. As per your request we are submitting this letter to re-affirr and to eliminate any liability from maintenance standpoint of the City of Tigard for a period of one year from date of acceptance by the Tigard City Council. Yours truly, i TIIALATIN CO., INC. F(coy BrbWn gB;ve Vice President - Construction CXN/dt iq�— S(��»117EL'F-/GC D i REC--n:i VET FEB 181975 (503) 639-3101 CITY OF TIGARD TUALATIN DEVELOPMENT' CO., INC. j 15300 S. W. 116th Avenue TIGARD, OREGON 97223 February 13, 1975 Mr. Nick Heibert Director of Public Service City of Tigard Tigard, Oregon 97223 Dear Mr. Heibert: In reference to the Maintenance Bond amount for Summerfield Phase I Construction, the original Letter of Committal from Benjamin Franklin Savings and Loan setting aside the funds for constructigAs alAo_more than adequately covers th 811$50.00 maintenance amgya�'that was submitted by office.--------------� Aa per your request we are submitting this letter to re-affirm and to eliminate any liability from maintenance standpoint of the City of Tigard for a period of one year from date of acceptance by the Tigard City Council. Yours truly, TUALATIN D PMENT CO., INC. oy Br bWn IV* Vice President - Construction :U.aw•tl Cf e' I��`a_ft.�l � A:OSf' t.e�t INcf CXN/Ri1 N' � or ■si s s January 30, 1975 Mr. Roy HrWn 15100 a.W. 116th Avenue Tigard, Oregon 97223 Res Sumerfield & Summerfield II Dear Koys As per our conversation today, enclosed please find one copy of both of the performance bonds and compliance agreements pertinent to "phase one" ob T.D.k..'s development (i.e. that portioned which you recently xequected finai faspectfon). Ou the second sheet of each of ti-t agreements, yw will find that I've circled the item which must be resolved,, by your comtroller, prior to preventing the G ty Gouncil with departmental certification For acceptance of phase one constructions Should you choose to continue "oz extend" the existing performance bonds throughout the required one year maintenance period, please provide on with a letter to that effect from your escrow agent. Once this has been resolved, we can proceed toward acceptance of the sbove referenced portions of said project. sincerely, John Hagman superintendent, Engineering Div. JH"1M January 8, 1975 Mr. Gary Kramer unified Severage Agency Vashington County Courthouse Hillsboro, Oregon 97123 Dear GaryY Sometime back we discusseddthe inspection fees for the Sunnerfield Development. At that time we both were going to re-e%amine the agreements pertaining to this development and determine their status as to whate fees area applicable. To reiterate, Tualatin Development Copporation, which is constructing the Summerfield subdivision, is exempt from paying sewer connection charges due to T.U.C. owning and operating their own sewage treatment plant. The City of Tigard is inspecting the service connections, which up to now we have not been charging an inspection fee. I believe that not charging was an overaigi'\in the agreement between T.D.C. and U.S.A. Since this fee was not collected i�conjunction with the building permit, I believe it would impose some hardship on the developer to attecnpL. to collect the back inspection fees since he has no meAns to recover his expenses on houses that have already been sold. 1 would like to make a suggestion that the back iuspectbon fees be dropped and that all future construction be charged the going rate for inspection. Due to the fact. we are only an agent of Unified Sewerage Agency, we are asking for your g0 dance of this matter. If you have any questions, )lease feel free to call me. Sincerely, Nick Hiebert Director of Public Services 6 Facilities Nlit lw it (5 03) 639-3101 l a TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 RECEIVED January 6, 1975 JAN - 8 1975 CIT'. OF TIGARD Mr. Nick Hiebert Director of Public Works P. O. Box 23557 Tigard, Oregon Dear Mr. Hiebert: Tualatin Development Company hereby requests that the City of Tigard, inspects and accepts all streets, curbs and sidewalks in Phase I of Summerfield at your earliest con- venience. Yours truly TUALATIN VELOP ENT CO. , INC. R y B rown Vice President Construction c RB/dms . Davina. . . . .. y.1..1.. . . ,.. 1) Pavingft ed. . . ... . a) Teat data ❑ h _a ively Arreptnd by (p) lot tentatively accepted by City. ,•. .. p VI. SIGN: (A) Street name sign• installed, •(da%@ Av caawQ.• • • • • (B) Trnffic signs ingtallod...... . ... ....... ... . .. 8 ! VTI . SIDEWALK: (A) commenced installation.— ,........ ....... /17/73 (B) completed installation....... ..... ......•• • • EGL1?1 ,/T4 (more or (C) Inspected. .. .. l ! '� lees) (D) Tentatively acrertpoby City...., r3 ! A) Commenced installation, (B mpleted installation. ,.. *• . .. .. • • • •. @ (C) Inspf- • . . . . Ll (D) TentativelyPhted by City.. • . . 13 1) Aulhori^a let oEnergisa filed IX . LANDSCAPE: (A) Comme instrllntion. •.... . .. . (D),. Cpl -ted inst.�llAtien.,. >... % ! �C1 Inspected... .. . . . . . . . ... .... ... .... .. . .. . . . .. �1 (D) Tentatively "cceptod•by City. C� X. GENERAL AREA DRAINAGE: (A) Building rain drAins in"pected.. . . . . . ..... .. . p / (A) Culverts inspected. ..... ..... . .... I....... - . p / ! (C) Drainage ditchna inspected.. .. ................ p �_ (D) Tentatively "ccepted by Citv. . ...... ...... .. .. NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: l) Approved Plan Revisions 2) Approved Specification Variance, 3) Change Orders/Extra work Orders 4) All CorrPmpondenr_e/Memos 5) D"il.y Inspection Sheet" N IN \� 3 r Z s m t1� v z� � � o ow T \Wr � •1 W a� 1/ cr W p = cZ ZMW W y 4 W a � CO ♦ W 0i m Z cn LLJ W Uj V) � � k n G LAJ u Avoid Verbal Messages CITY OF TIGARD Subject: Z�CiCa �_—M-- -- _- DatP: .____7 I'd P C-f /0 3Go f /a37o S4v C'Q /.t( j, Y oAk G'Y►tet. r �!"�"�•i,Q.�'� I !'7 /�.Jam' .fir ✓� >..�1 � L. �l.l.� s-�vi�' �' `�� V J June 27, 197* Nr. . Roy Brown Tualatin Development Company 1300 8.19. 116th Avanue Tigard, Oregon 97223 Dear Roy: It has been brought to my ,Attention that, again, a residential structure has been constructed over an aaaament. in this particular case, a structure has been erected over an 1.8 inch storm line !between Lots 513 and 59 of 3ummerfiald I. It appears to me that than only solution would be to vacate the existing Storm Line Basement, dedicate a now :storm line easement on Lot 54 and reconstruct a new 18 inch aterm line. You will be required to subnit the necessary drawings, vacation papers and dedication papers prior to reconstruction of this line. One solution to prevent a reoccurance of encroachment would be to better mark your property corners and Easements prior to construction. Entil the above rtentioned problem is resolved, no occupancy wi 11. be wll•.3w ed within this residence. if you have any yuanti3ns concerninq this matter, please, feq+l. free to call. Very truly, Nick lliebert Director of Public works NHsf) A. e ENCROACHMENT PERMIT WHEREAS, by the terms of a certain easement granting a right-of-way for sanitary sewer, storm drainage, potable water supply, ingress and egress, and utility purposes, along the front, back and side lines of Lot 50 as particularly described on that certain subdivision plat of record in Book 32, Page 50, Plat Records of Washington County, Oregon, construction of buildings within the right-of-way area is prohibited; and, WHEREAS, Tualatin Development Company, Inc. and Franklin Service Corporation, both Oregon corporations, in joint venture, hereinafter termed "Owners", are the present owners and in poss-3ssion of the real premises traversed by said right-of-way and easemint; and, WHEREAS, said Owners have constructed a building on Uwn^rs' lands partially upon and within ;aid right-of-way area and said owners hav-i applied to the City of Tigard, hereinafter termed the "City", to consent to the encroachm-?nt rather than ie"uire th•-! removal thereof. NOW, 'THEREFORE, in consideration of the foregoing prenises and the sum of $ 1.00 , to th,> City by the avn^rs paid, the receipt whereof is hereby acknowledged, the City and the Ownrrs agree as follows: 1. That the City, subject to th^ terr*s and provisions hereof, does h^reby consent to the continuance of the said building and ,!ncroachrrent th-?reof, to the extint that the tame is now present within a portion of the easement area, tore particularly descri.b,�d as follows: Sep Fxhibit "A" 2. That the Owners shall not be reciuired to remove the building or any portion thereof from within the easement area unless and until, if and when, the proximity thereof within the casement area, shall constitute an unreasonable interference with the usefulness of the said easement area. In the event, in the discretion of the City, that such condition of interference s'call at any time bi present, the City shall notify the Owners thereof and afford the owners an opportunity, in lieu of removal of said encroachment, to undertake alternative means and methods to reduce, mitigate or eliminate such interferences which are the direct result of the encroachment, at the sole expense of the Owners. Should the owners refuse to promptly take all. reasonable remedial action to comply with the City's demands and to pay such costs of remedial action, the City reserves the right to then re"uire the Owners to remove thr- encroachment from the easement area by mandatory injunctive proceedings or such other proceedings as the City may undertake in the ciu:t of competent jurisdiction, and the City may, in addition, or in the alternative, institut,a an action for damag•is. in any of thi foregeinq events of suit or action being insti- tutpd, thi City shall be entitled to recover, in addition, such suns as th-a court shall adjl reasonably as and for attorney's fees of such proceedings. So long as the said encroachment shall continue, the owners shall save, hold harmless and indemnify thn City, its officers, agents, and employees, for and from all costs, expenses, claims, demands, damages or oth-�r liabilities, however arising .rom or by reason of the encroachment of owners' building within thi easiment area, including, but not limited to damages arising from rlisruption of any existing services and curative or remedial action as may be renuirnd and including the city's attorney's fees and costs, as well as claims or demands arising by reason of impairment of tho building structure or the usq of said building. 2 - Permit Th: provisions h,ireof shall be and remain bind-ng upo+i the i cT,m,irs, their successors, personal representatives, h,>irs, devisees and assigns, and for the purpose of giving constructive notice, an xecuted copy of this consent document shall be recorded in the need iterords of Washington County, Oregon. IN WITNESS WHERL'OF, the City, acting pursuant to resolution of its counsel, has caused this consent to be executed on the :?-,y of May 1 1974, by its Mayor and Recorder, and thr Owners have affixed their respective signatures hereto to bind th^ owners to the provisions horeo£. TIII.LXri,; `)EVRLOPMENT COMPANY FRANKLIN SERVICE CORPORATION (Pres. ) (Pres. ) (Sec. ) (Sec.) CITY OF TI(3AR*): By: Mayor Recorder I - Prrtrit `TNTE OF OREiON ) ss. County of Was}]i jq_L n__) On this 201-h.__day of , 197 _, before me app(-.ared F, d ' n[" 11 and 10th to ne personally known who, being duly sworn, i a that he, the said }1Qvd U, nrgminnis the Mayor, and he, the said Uorig" arra is the Recorder of the CITY OF TIGAR!?, a municipal ')rporation, and the said and i acknow edge t e a, instrument_ir_t t#e act and 1npri of said municipal corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official sc-il, this the day and year in this my certificatfiXat written. Notary' Pu lic,for Oregon 2 _ � . f4y Cummissio p res STATE OF ORF ,ON ) ss. 'ounty of ,._.—) On this day of 197__, before me appeared and ticth to ri personally known, who being duly sworn, did say that he, the said is the President, and he, the said ----'""— is the Secretary of 'Tualatin ')evelopm^nt co� h,� within named Corporat any tion, and that she seal affixeTto said instrument is the corporate seal of said Corporation, and that the said instrument was signed and sealed in behalf Of said Corporation by authority of its hoard of Directors, and _ and ak.nn,l^dged said instrument to be them free act and deed of -said Corporation. IN TESTIMONY WHEREOF, I have hereunto set rry hand and affixed my oifirial real the day and year last above written. Notary Pub c for Oregon My Commission expirea S'T'ATE. OF OREGON ) i s^. County of -----) On this day of 197_, before me appeared and loth to me personally known, who being duly sworn, did say that he, the said is the President, and hr!, the said is th a Secretary of Franklin scry ce Corroon t e wit in named Corporation, and that the seal affixed to said instrument s the corporate seal of said 'mj oration, and that the said instrument was signed and sealed in behalf of said Corporation by authority of. its Board of Directors, and !_ and .,rF;nnwl edged sa c nsttumer. o Le the rree act and deed of sac�raation. iN TEs'rIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. Notary Pub 1c for Oregon r - l+r+rmit My Comm ssi,,n expires .�� .� P'iLi�cMlli P':��sIJ�.L'li '` TS:'ItAi. ;;AVT, ,'. 1t?P.h P,"^q. »•l�'+t%'i-1 MAP (F, Fairs ll` Showing Location of r� IMPROVEMENT ON AND BOUNDARIES OF Lot 50, SUrrP'f1=RF1tLD RECEIVED in the Ic3111n'Y rhe •A k•II;•, m1I MAY 8 '1974 ane CITY OF TIGARD STATE OF OREGON Surveyed: 4/17/74 Scale: 1"= 20' I hereby certfv that I surveyed the following described properly and that I find the improvements situate there• o, to be on the prom sa, in question and that they do not overlap or encroach on the property lying adjacent II there;o Tl,,, .e t hcate is made at 'he request and for the exclusive use of the client nAmed above. �,1 J �C_F 1 1!P_ J 'LAK UP,1',J L �D Surveyor t V I I . K u fto ¢3° .1 � - - __ q 4tyftN�ti tESNxT —P—a a— f nj Part to n reR 1. Lot 50 Res Ideneat Gap. 7 10360 SW Centisq Qe hitve rr? Tigaird (I • I I _ - - 11. C.R.A.G. REGIONAL COMPREHENSIVE PLAN (a) Public Hearing - 8 00 P.M. (b) RESOLUTION No. 74- RESOLUTION ADOPTING POLICIES REGULATING THE USE OF LAND AND STRUCTURES IN AND AROUND THE CITY OF TIGARD OREGON UNTIL COMPLETION OF THE CRAG REGIONAL COMPREHENSIVE PLAN OR UNTIL JULY 1, 1976, WHICHEVER COMES FIRST AND ESTABLISHING PRIORITY USES FOR THAT PURPOSE. 14. SIGN CODF REVISION (a) Public Hearing - 8tOO P.M. (b) ORDINANCE No. 74-- AN ORDINANCE. AMENDING TITLE 16, TIGARD MUNICIPAL CODE, PROVI�'LNG FOR INDUSTRIAL PARK IDENTIFICATION SIGNS AND FOR DIRECTIONAL SIGNS WITHIN THE CITY OF TIGARD AND FIXING AN EFFECTIVE DATE. I . WAD1NANCE No. 14- AN ORDINANCE ADOPTING FINDINGS WITH RESPECT TO APPLICATION ^^ OF H. A. ANDERSEN AND JOSEPH M. FOUGHT FOR CHANGE OF ZONE CLASSIFICATION FROM R-7, SINGLE FAMILY RESIDENTIAL TO M-4, INDUSTRIAL PARK WITH RESPECT TO ASSESSORS TAX LOT 800, 2S1 LDC, GRANTING APPLICATION AND FIXING EFFECTIVE DATE. 1 ORDINANCE No, 7— AN ORDINANCE ADOPTING FINDINGS WITH RESPECT TO APPLICATION i� OF FLETCHER, HANSEN AND PARSONS FOR CHANGE OF ZONE CLASSIFI- CATION FROM R-7, Residential. Lo M-4, Industrial Park Zone WITH ADDITIONAL FINDINGS WITH RCSPECT TO COMPANIONATE REQUEST FOR APPROVAL AND AUTHORIZATION FOR USE OF SAID LANDS AS A PLANNED DEVELOPMENT DISTRICT PROJECT PURSUANT TO CHAPTER 18.56, TIGARD MUNICIPAL CODE, WITH RESPECT TO TAX LO't 900 2S1 11), GRANTING ZONE CHANGE AND AUTHORIZING PLANNED DEVELOPMENT DISTRICT PROGRAM, AND FIXING EFFECTIVE DATE. It,. ORDINANCE No. 74- AN ORDINANCE RECLASSIFYING CERTAIN LANDS WITHIN AN AREA —� OF THE CITY OF TIGARD HERETOFORE DESIGNATED AND KNOWN AS "1.0865 S.W. 95th AVENUE" FROM WASHINGTON COUNTY RU-4 URBAN RESIDENTIAL DISTRICT, TO CITY R-7, SINGLE FAMILY RESIDENTIAL. ZONE, TO THEREBY BRING SAID AREA RECENTLY ANNEXED TO THE CITY IN CONFORMITY WITH AND SUEJECT TO THE ZONING ORDINANCES AND REGULATIONS OF THE e.ITY OF TIGARD AND TERMINATING THE APPLICABILITY THERETO OF WASHINGTON COUNTY ZONING ORDINANCES OR REGULATIONS; ,/✓- --- --- TE AND DECLARING AN EMERGENCY. I " SIMMF'Rl1EID ENCROACHMENT PERMIT - Lot 50. --` (a) Recormendation of Director of Public Works. 1 -. PROPOSED VECTOR CONTROL DISTRIC (a) Reinmmendatlon of City Administrator I11, RFS0lU11ON No. 74-_RESOLUTION OF THE TIGARD CITY COUNCIL TRANSFERRING APPROPRIATIONS FOR T4c GENERAL WELFARE OF THE CITY. (a) Recotrmendation of City Administrator. n. I.( M.A. - Retirement-Corpordtiaft (a) Recommendation of City A1Mifiistrator OTHFR BUSINESS 11. (AIL l0 AUDIENCE FOR THOSE DESIRING TO SPEAK , r. AD.IOIANMENT l',rp 2 - COUNCIL AGENDA - MAY 20, 1974 Avoid Verbal Messages A-1 CITY OF TIGARD To: I�.i 1 G,K. � From:--- J,C� �1 Subject: 4Z MIC pt Date:— 7¢ tt II �� wrl CoPr c'r b1 H i �-Nea uh�l � wrw s e�l�e � a 47L. e e h Also ipl� fto �IMrt 0s 71A1 1 11or►e "Ohmk was rtce;el" by P►Itr� . Rw ear-sow 6s!-s/D/ ' Avoid Verbal Messages n-.1 CITY OF TIGARD To : Ml.A•��O From :--- �r • Subject: �� Date_----- ��r�-7� - ALL Ptle 5 �Q� C �� G A ire CITY OF TIGARD, ORE ., ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO, PROJECT TITLE: inmFi _�.' -NE - --- -- r__ DATE: PROGRESS D ATE : - _ — ___ FtlECIAL PROBLEMS' __- ---- - -� EST % F-ROJECT/ ITEM COMPLETION:_ eic L J / - --- =- _- sir /01 IN SPEC TOR. �C "" :ar w we ►s CITY OF TIGA'~ltl3 URE ENGINEERING DIVISION a W 'A-'PT PRO,uECT INSPECTION REPORT PROJEC T1 JOb NO — — r.� ,�-1-- -- --- 7ATF — ROGRESS' �C:TC ��. .� ..+.�.r• w.�wwA•. w.�+�+.•+w...ww.rww..�Irr.._......,�A��+. Vim/,.n..w •...M CITY OF TIGARD, ORE. ENGINEERING DIVISION, --' * OEP V PROJECT INSPECTION REPORT J03 Nc, PHoGR'_ SG m I ��NS it�e—ejh-=: -- CITY OF TIGARD URE ENGINEERING DIVISION PW i'.)EPT JOG NO PROJECT INSPECTION REPORT - . PROJECT DATE: TI PROGRESS.-__.� T .Q- -1(�77T?22 4C:TE ,. i 4EATHEIII 00a ��nw+wwr•Or� r w wu•NMMq CITY OF TI GARD, ORE. ENGINEERING DIVISION, -14V DE- P" ► ROJECT INSPECTION REPORT JOS NC. i N DATE: PRnGR':.SG /NISL?. : A7 wc)/ .L i_� .pie- . NFA 14FR i 114 -6-. ANON" - CITY OF TIGARD, ORE . ENGINEERING DI`✓IaION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. --------- -- ----- -PROJECT TITLE: DATE:� PROGR , R / '4e• F SPECIAL r-�pOBLEM8: !C Ale.Lzc46) /�_ �� &Wa'a EST % PROJECT/ ITEM COMPLETION'-h-') e, /771ST sem' INSPECTOR �-+�"CSO • 0MINK.&MINK.111" .,.,...��.�.�.. a ._ .... ......... �.....� e, ..,..� ��...��. �_------..°.. ,• CITY OF TIGARD URE F NGINEERING DIVI,,;IOIV a W )F-'PT. PROSECT INSPECTION REPORT JOB NO. PROJEC DATF' PRO G ESS' )pX 1/JAR /L NOTE : 4EA 70 IN CITY OF TIGARD, ORE. ENGINEERING DIVISION, -' * i'EP' PROJECT INSPECTION REPORT JC113 NC. ! P1?OJEG .T) DA•rE; � - PRO GR--.P% A)is, . .1 'F?lZ/&� �/� -- -- /'P/ �lL✓�-'.... NOT 'S ' WEATHER a r SPEED LETTER® Se e w � - 4as .1_�2ou Ave ------ ix"rq- Or MESSAGE DATE- �? /��—� ��ltN-s r /e�rin� ane Cr✓ o ,^ he irs _ yrs__rz s� ..-r-- , 'o`�'i ot'--I' � C _ - -- - -_— - REPLY - - - DATE.----J-4 Vat . o i rLaJ — ^" • °'7 "r.i RETAIN WHITE COPY, RETURN PINK COPY s� CITY OF TIGARD URE ENGINEERING DIVISION PW +.)EPT. PROSECT INSPECTION REPORT JOB NO_, PROJECTp�I -t'}'1/� l D AT F.: PROGRESS: J11�4/� �'� /?7E�C�7�G0 -� -�- NOTE S. �..._. .__ ...._..__ � __..__.. _..�.. ..�.� ...ten.._. ,. .....� f CITY OF TI GARD, ORE. ENGINEERING DIVISION, -' * 0EPT PROJECT INSPECTION REPORT J06 NC. ^ PROJEGf*_-r DA-Z'E: PRO GR'-.S S NOT wrATHER - -- _ - - --- --_ INSr CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - – PROJECT TITLE:_ ' /,V-PI/1 -/,t` A - +____-- --- — — DATE:— r ` PROGRESS TO DATE : �/►''Cy .Jf)/Z SPECIAL PROBLEMS: _-_ EST % PROJECT/ ITEM COMPLETION: ��E tit i�%� rN/i�$ • — ---- - —L=� « i E sF J oe -Fjc� INSPECTORC` � 7`–"' "'� �0 G'�r ENVIROMENTAL QUALITY a' j �- - - - 1234 S.W. MORRISON STREET • PORTLAND, ORE. 97205 • 503 Telephone p ( ) 229- 569E TOM Mc,=ALL GOVEINOR August 2 1973 VIARMUID F.O'SCANNUA Director Tualatin Development Co. 15300 S. W. 116th Avenue Tigard, Oregon 97223 Attention: Mr. George Marshall Gentlemen: Re: S - USA ('.Ging City) Reference is made to our letter of July 23, 1973 regarding the curtailment of sewer connections in the Tualatin Basin. C--,:r report to the Envircnmental Quality Commission was concerned primarily with the Alolia - Sunset - Beaverton - `4etzger service areass with copies of the letter sent to other sewerage entities in the lower Tualatin Basin in order to keep them fully advised of the sewerage problems in the basin. As you know, Washington County requested a continuation of a temporary ban on connections until an alternate allocation scheme could be developed and presented to the Environmental Quality Com- mission on August. 13, 1973. This letter will serve to c3nfirm the arrangement previously agreed upon with the Tualatin Development Co. for adding sewer con-- nections to the King City sewage plant. By letter dated Jiily 3, 1973, we authorized you to proceed effective July 20, 1973 with another block of thirty connections. We consider *' is number to have already been committed for construction starts during the period from July 20 to approximately Auguet 20, 1973. Release of further connections beyond this will be considered following action by the Environmental Quality Commission. Very truly yours, DIARMUID F. O'SCAFNLAIN Director Harold L. Sawyer Administrator - ERL:aY. Water Quality Division cc: USA Washington County Health Dept. Metro District Office - DEQ i�I ll I CITY OF TIGArRD, ORE . ENGINEERING DIVISION, P.W. DEPT JOB NO,- 0PROJECT INSPECTION REPORT .__ PRO JEC TIT E' tr DATE: - - PROGRESS: NOTES' _-- WEATHER; INSPECTOR km� jl- CITY OF TI GA RDj ORE. ENGINEERING DTVI(-ION, PW. DEPT. PROJECT INSPECTION REPORT JOB N0. _ PROJECT--TITLE : �J�,�� - � -- -- DATE: " 2- PROGRE S ' 1�1 f''f/�fo `� I'� �- G� oe&e-le- 4ptL) e-p/�F.- NOTES WEATHER - - INSPECTOR ��eV - CITY OF TIGARD, ORE . ENGINEERING DIVISION, PW DEPT JOB NO PROJECT INSPECTION REPORT ..— PROJECT,,TITLE; DATE _.— PROGRESS: _//US7'�Lc_fiv_c &A� aN —�.y1zk' NOTE S:-- WEATHER.'--- N s P E :_.-WEATHER • NSEE CTOR CITY OF TI CARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT J0B NO. PROJECTITLE :DATE: = --- PROGRESS : __--1A-)Sf'ALC//✓'(p e4• NOTES :_ WEATHER � �C� �i�2—. INSPECTOR t CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. _ _ ---- - PROJECT TITLE: i - -- - - -_---- -i LATE' — PROGRESS TO DATE : LL SPECIAL PROBLEMS' EST % PROJECT/ ITEM COMPLETION:_/C'Co `�.�_.L��` h _ - 00 �lv t IN S P E C T 0 R CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJECT Ti LE; j �/�i . DATE: --- ----PROGRESS' �6'K l�ilr G• d'/�-� .. 0 - --- - NOTE WE .3C7 1L� INSPECTOR„ CITY OF TI GARD9 ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT TITLE : DATE PROGRESS ; `� _ _'� NOTES .'- WEA ' HER OTES :WEATHER ?- INSPECTOR ' CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT JOB N0. PROJECT INSPECTION REPORT PROJE!;,TITLE: C//y " - r� j„( DATE: - -I"--�3_ - - --- P R 0 G R ES S; &1 s/AV6- c��/Gam. �'1�5�/� -�-�-•-_�1� NOTE - - - -_—__ WEATHER; �O ♦T ' j -- - - -- - - - .---�� V----INECTOR Y j._ — - -- CITY OF TI GARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJECT T--E DATE: } : PROGRESS NOTES : WEA INSPECTOR _ C _ i i CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - - PROJECT TITLE' - PROGRESS TO DATE : SPECIAL PROBLEMS: 7 LLfPJ 4A/ -57PI/U 1 ^� 734 it 14 A-7 EST % PROJECT/ ITEM COMPLETIOW.�� .� ffzv -- --- - 1�AE �LQyINSPECTOR _-- --.__ _._.__ —"__.___.- .-- �-_� - _ _- _._-_ - - _--.------.--- -- - ___T F------- s c F G H A I i I � I _ I I - Z/' eV I :�:, d I8 SIGs- / 11 �) Q� L/ 1S�s-T # /. = ,a�' 'P0 s -- - / / ,'I. /V- • ;•_3_1 - ..� / ,1 t'LI-I/ ' h 8y3s'.: ° h ,,a_--,"IV w__/ . ._ _ /Z 11 -- --- . _- -_ ----_-_- --G• r �-� Q-11 sc ' _ . d� r/ \ v 4 .+ - � ,. . ..,�� 9 � ,� � / o •�•, ,�s � I -I!✓�T� 2 CLAS (3 ASPH. COWL - d- �-.q3 ./ -- -F- �. A b9 f �2 ,ia a &/ s-0 'j3 ,L s q � ---,� __�- = __ � __ ___ -I __ I . I . ...- �__ ,I 17 s.S,, fir' _,, - X96-,�13 F �' �to.vv �PA C* ,d, -�, /O°.66 i6 Ie�, a��_ GJ Z,C � r ��'� 2��"�.�� =�i� __� � - 4 TNROUGN "t�1�.. G �: !>r '{:•' 3.c'-av 1j(�5 `\ �lVO.ti to ��,•I' f I p21 vE WAY . � t,,).,-�7,-�58" - ss;►yv (- L G '1 b�° 504 y��,' , 1ti p,4.X5h& , 'j 3 S ,W. C E r•1 T U Q Y OAI< CI RCLE - ,�/ = s.�-� '� h = _ �e�, �,i `�0 ��hp �, 4 ,4' r,a'ti`� h 6�3°'3 �� i Y i�I C r'1 L S '1 R E E T__SE G T I O IJ 5"S"' j,!;- ',o, :«- , v� � q� D Acr IP` it'11 `,Zo ( IJo SCALE) ul �5 1 �"' �' ` -� �S SII Ir Z� 4 6� ,p G° �, .r,c'��3 y '.�O 1 t 1 1+ , / i s 3,/ _ . __ i w 1 b• r z *. ' ds \. 00 ;'I_ I _____T.� \ � , \ ;�b�P1•+o 1?LPpl. S '� '' 12I / -L03- CoL, ."� I.,. r 1p' IN 1p' /•1 by 1 / / if- -A � ,N ,I `-J % ''' \1. bti \ Q J t _•,,#-1, 1 �•(�'I',�I b� a �,Vr (.� 7 �. 1. Jv t ' \ ' r- ./ 'r ' Y X \ 4 1 r .L ��y , . o I 1 , I ,--t , - z<eG. .- 1p. ,. 3 - OG. ,�,7`l \11, N" V �_ - �, c w< ! , ` + jp / ,'t� c �. 9? 16i 1, �\ ;X11, �'� _, �G•--- --f- - "��- r� � \ s ' 11 ,_ \ r, ja 3'�" ' '-�`P. - 0 O ,'Q �, /` oI 1 • 86 sY3a61A \s, ! �� ~ _ - ', _-.`�- 2 \� .• ,.� 1 �/ to a < r T o s �� 1 C_� 1 \ 3°. '•,_\ ' ,ti 4� g r Zo./ � .' �Ili J / 1 r' �d I-:_' - / 37 �'�•_%" Y S I \ -I-- � - �� 1 ` I 10 m ` - -- - 1 \ K; ;1p 10 \ /�" ,/'��r - �ak p Y-CS ids" / \\ 0 .I, l � .1 - / �� . m !ti +' !1t: .j \ •G♦vv_ - i ,\C r %4 1, / \ i' w I S, l0, f E;'. z2 :�"q/``' ,1 1 °z i�� - _ sE_ /9t.Z 1 �c s�� _ � ��5 ._ 0 ,%, � , S' "� OETA/G 'HEC7-/-O 2 I - 00 'r' nF `•'1� ^-s__� _._-1----' �, �, J� J•fr -, fL'�i 2 `f T' TS.�s:':v O cE ry�� ' �� - /_c (2 f .%c•I' •�� , ,� �`� v• 0 0 ,,,1 '�� `\ 4- ANG �.?6 I e , \ `` / - � _ --_- �� _ r� a / �IZ� �. b0 i m 1 , �I , 3 . ;� YGME.vl' 1 , / �� 1L� . min -_' _„�._.�-'-� % PHA ....., E I SANiTARY b MPROVEMENT P Lil,141 I s a OWNER - DEVELOPER TUALATIN DEVELOPMENT CO ( A CO-VENTURE FRANKLIN SERVICE CORP /I ENGINEER- SURVEYOR HARRIS - Mc MONAG LE ASSOC , 9 8905 S. W. COMMERCIAL ST PRo,,E(- 11, sw TIGARD, OREGON 9722.3 hltic5 CITt "qE LoLaTION TEL- 639-3453 O � J FIJ -- :... .: I �1hi�I�V v r�L Or rX) Ard+ SCALE• 1"=2000' : E lIBLIC WORK!-, DEPT. µ PLANNING DEPT. 8Y___ DAT7 rn ^� H :''JIl_DING DEPT. EY. .__.- CA— HEAL-."i "I-"T. ❑1'- D'. KC,TRlSAT'MEM' y �:' �.n�+ • PLANT6 -- O4r- --- .� r. cly A a 8LINES S HT I OF 3 Gr NcE:AL TELLPr�UNG B'f_ . _ D,�tE USA R P,( �v Ely N. W. NATURAL GAS E7'f _ DATE _- - � C S " T Z OF P. cLY- T. R Dare A a 8 LINE PROF! OLL S 00 . - DATE -_. --- lo. V VICINITY MAP � ._.___..� .._.__..�. r.__. 8 8& B .- G - 1 Li NES SHT 3 OF `n� r �� ON7 � 5rynzl �lrc 91 � c-c I1 / PLAN & PROFILE ►�' L1 } rlIl �ltrtr ,� r2 u.5./� , C' V `' !9 � _ � � ._ - � '_ 1 1 ► I I I ( 1 1 1 1 1 1 ( 1 1' 1 1 1 1 1 1 ~I I I I I I I I I 1 1 1 I I I 1 1 1 1 1 1 1 1 �' 11 I� I I�.I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I I I I 1 I 1 I I I I I 1 1 I I 1 I 1 I I yr ! 1 �� • _ �, ' �:111111 ► ( I � 11111l1111I1I � � 1111 � 111n� 111 � 1 � 11111 'llllllllllllllllllllll � l � l � ( I � I ,I1 � 111 � II1 � 111 � ' 2 3 4 5 9 10 11 12 NOTL : I I TH IS M 1CI�RO1 I LML �-^— — 6 7 8 ORAWIN(; IS LESS L:LEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL - - DRAW IN(.;. OE 67. 8� [Z 9?_. SZ 1'Z EZ ZZ IZ OZ 61 61 LI 91 91 to EI ZI II 01 6 9 [ uIIIHIIIIIIIIHEItttll+ullnul+HtllullulllNIIIIII1�111111n111�EtInull�� I1�nulllll�llllll111�111111111111111111'�I;I1�+lII�IUIIIIII�IIIIf1111�11111i1U�1111�1111111U�III111111�IIII�lUl�1111�1111IIJJ1111111HII�IIIIIIIII�IIII�IIII�IIIIIIIII�IIIIIIJII�IIII�JJII�IIIllllll�llll�llll�llll 19 914.14 i C'TY OF TIGARD uRE ENGINEERING DIVISION 'PW OEPT. PROJECT INSPECTION REPORT ' JOB Nle,___ PROJECT TI _ t!r►�1X — -- — - f DATE' .'7_/ �,? R O G R E S S' � •'r1t� 1 P- ATHF ., ...r.�. �r .".Boom. ... CITY OF TI GARD, CARE. ENGINEERING DIVISION, . A DEP" b-040JiECT INSPECTION REPORT UN IE(,T PA t 1 `1 P';GR S�� r1 ST/� /N G► � � /)lfl1ti _ �Ic.'E U • I WEATHER .,5 OR C:TY OF TIGARD URE ENGINEERING DIVIS,ON W UR T PROVE(? INSPECOY!'iON RE "CART JOB NO—. PROJECT ,?I � h DATE: PROGRESS L /V A-) (Z:,e .�M-R46_ OA-i Sl'r!✓f I`�_ ( Si 4 CITY OF TIGARD. ORE. NGINEERING DIVISION, --' ,N 0EP' ,';40JECT INSPECTION REPORT J0 3 NC PROJEC DA,rE' PRoGR'-3S 'e. —AaLQ 7 fkjOT r-C. VIF77. WEATHER INSI" rte,, � ,� •t I I, ^V • 1 (11 I } R r1 ` h t co c,.Ir IUN h � I �f \ c� 18+1-T e•a,_. �X19�- .,1 I dL 1 I 1 ^ I f � 11, �r�6N •� Lt 'I 'i�. 'u is � i a+\, 3, ti a. o ti c r Ii ,,e ? J Ile �,F m J; ,. r. `, 1 of 8 I e ,^ { i I Y .l n 't L\ 'epi y,rS ` l _.._,. _.._...... .1- • � S•I 6E �r !'kit SQL u- 1 .J `, 11 04 ' 03 i•• � I e� a. h � rr mnm C •I, - '� �� ,y r• 119,¢-'- �� 1 r. VL VA � M � M^ i i Cfi N � n of � 4e •r9 O^' c• I � i � Kaes �4� � Q r /r 4. �.�� 71 Ile o. � I � J�'h�rt�+�� 'h ' r M ------------ o a 0" d.rm NA I\j ,a w OLE%' ��i r �• ,j �. •,ZA' s� �, \` \\`^a Nom' co i Q17 CIL ilk d' C4,r6.h dd dt �h �n tt r`� •el 1 `l1 `0 G H i .. nF�ELD 3h i ♦ I � M i 1y�°'u 5 ti �•• ;./�*GSL• 14 ' r7IN Z J/ 4 N' is J . do d 3 s 78 �r •fes. 77 J.y-' (106 J� dA CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. PROJECT "TITLE: m9/'1r-ioiJ� DINE:(C - -73 PROGRESS TO DATE : `'�--'�YI�✓� r lC�I/�'�t� / I�� I1`�//�' /` Aeu �S • SPECIAL PROBLEMS: EST % PROJECT/ ITEM COMPLETION: DC5 0-SfJA-� L. - --- - - -- z � 7� t INSPECTOR CITY OF TIGARD URE ENGINEERING DIVISICN PW OEPT. PROA CT INSPECTION REPORT JOB NO PROJEC1. TI DATE: PROGRESS: __. �._ 'VOTE 3. !1=ATNF �N..Wr �...rw•A��1I'•�O:••►i JM 7NM\MM•M'� F CITY OF TI GARD, ORE. ENGINEEPI� JG DIVISION, 0EP' ,�IROJECT INSPECTION REPORT J08 Nr,. Ma ' — DATE PROGRc.ss NOTES : WEATNFP - ---- -- _ - _ _------ I N S - � - 3 CITY OF TIGARD !ARE ENGINEERING DIVISION a W )EPT PROsiECT INSPECTION REPORT JOB NO- ---- - - - PROJECT • .0- t�—�` _- _ - ------- PROGRESS: __l1kb 4--_ v-gj!�� ftll/�� or—��G��l�� 4C-T[ CITY OF TI CARD, CARE, ENGIN�'�'OJEC'rEERING INSPECTjSIJfv, � W DEP' ON REPORT PRoGR:.SS /l)(i NOTES : ------- --- ---- Q - WEATHER .Y..wV..,A. CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. PROJECT TITLE: DATE' _ PROGRESS TO DATE ' ,L,C,''S�%/�L�-�- !��L 7- -112alIq 10017 1 SPECIAL PROBLEMS: EST. % PROJECT/ ITEM COMPL ETION; 114SPECTOR�y CITY OF TIGARD, ORE ENGINEERING DIVISION, P W DEPT PROJECT INSPECTION REPORT • JOB NO.----.- -- PROJECT TV DATE:!Z2 PROGRESS: NOTE WEATHER; CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW- DEPT PROJECT INSPECTION REPORT J08 NO. PR OJECT'-7 til: DATE PROGRESS NOTES WEATHER --�7 - - -- -- INSPr'_' OR ! CITY OF TIGARD, ORE ENGINEERING DIVISION, P W DEPT PROJECT INSPECTION REPORT JOB NO.----- PROJECT TV 'd' ". �.1�1) ,E&D AT E: PROGRESS' 2 0 )V Ak4e -/f . -- -4) 'op .00, N OT E S'. 'VEATHER: INSP CITY OF TIGARDE ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT ,JOB NO, PROJECr-'F DATE' PR 10)G iw-,jf11P rly NOTES : WEATHER - OR - It- V, Aw� i `-� RECEIVED I O F DEPARTMENT OF AUG u 1 1973 A. ENVIRONMENTAL QUALITY CITY OF TIGARD 1234 S.W. MORRISON STREET • PORTLAND, ORE. )7205 • Telephone (503) 229-5696 TOM MCCALL GOVERNOR June 20, 1973 DIARMUID F. O'SCANNLAIN Dincla ENVIgoNMEN1I0UAlltr Tualatin Develo lent Company COMMISSION 1 530Q S.W. 116 � 8. A.M.PHILLI/S Cho'M'n.McMinnville Tigard, Oregon 97223 EDWAND C. HARMS,1R. Springfield Attention: Mr. George Marshall STORRS S. WATERMAN PwiIand GEORGE A.McMATH Re: WQ - King Citi Pnrlland ARNOLD M.COOAN Gentlemen: Po►N�nd •� We have received and reviewed information furnished by your staff relative to the current operation of the King City sewage treatment plant. Our summary reveals the following: Number of BCD tests 27 Number of BOD tests exceeding 15 mg/1 16 or 591 Number of BOD tests exceeding 34 lbs/day 7 or 261 Number of suspended solids tests 18 Number of suspended solids tests exceeding 15 m9/l 11 or 61% Number of suspended solids tests exceeding 34 lbs/day 8 or 44% Monthly averages (4/30 - 5/31 ) BOD Suspended Solids T2L lbs/day mil 1_bs da 19.0 25.0 27.4 :,6.6 In our letter of September 12, 1572. we indicated that an average BOD of 10 mpg/l should be real ;zed at 0.200 MGD in order to ensure that 15 mg/- might be achieved at the new design of 0.275. Tualatin Development Company June 20, 1973 Page 2 From the data, it can be seen that neither the BOD nor suspended solids are within the specified concentration. Also, in more than 20% of the samoleL5.._±he._.przjjP&ted pound loadings to the receivirLg_ Since the data presented to date do not demonstrate the ability of the plant to operate in a stable, reliable fashion within desired limits, it is not possible to authorize any significant: increase in connections or loading to the plant. We will however allow commitment of an additional 20 single family unit connections based on the improvements that have been made to date subject to the condition that you advi$Q us -gin writing of the location and address of each of the 20 units connected as well as the 60 units authorized_ by arch 15, 1973. Release of any further connections will be contingent upon demonstrated stable reliable performance of the plant within limits set in our September 12, 1972 letter conformance with the above connection reporting requirements. Very truly yours, DIARILJID F. O'SCAMNLAIN Dirp�ctor 1 Harold L. Sawyer, Administrator, Water Quality Division HLS:cs 3 cc-. 110f-ed Sewerage Agency 1 r 1 KING CITY SEWER TREATMENT PLAINT Connectiono for June 1973 SUMMERFICLD: (By Addreas and Lot Number) 10275 S. W. Century Oak Drive Lot 13 10365 " " of " it L0IL 19 10395 " " " " " Lot 21 10535 " " " " " Lot 29 10555 " " " "] " Lot 30 10575 " " " " " Lot 31 105"5 " " " " " Lot 32 10595 " " " " " Lot 33 105')0 " " " " Lot 34 10580 " " " " " Lot 35 � 10570 " " " " " Lot 36 ` �J 10550 " " " " " L(-•t 37 10530 " Lot 38 10510 " toitit11Lot 39 10:90 " " " " " Lot 40 r� ]� 10,160 " " " " " Lut 42 10.150 " " " " " Lot 13 10 ;30 " " " " " Lot 15 1032u " " " ' Lot 54 10300 " " " " Lot 55 10260 " " " " " Lot 56 15910 S. W. Century Oak Circle Lot 73 15910 S. W. If of " Lot 76 Total Summerfield connections to date:. . . . . . . . 23 ELDORADO MOBILE PARK: (By address and Pad Number) 17052 S. 1V. Fldorado Part 34 1.7206 S. W. " Pad 1L2 17",0;1 S. W. " Pad 123 171.10 S. NV. " Pad 124 17216 S. W. " Pad 125 17'22, S. l;r. " Pad 133 17212 S. l;r. ofPart 1,16 1724.1 S. 1;'. Pad 147 17250 S. W. " Pad 154 Total Eldorado connections to date: . . . . . . . . . 9 .) (� KING CITY SEWER TREATMENT PLANT Connections for July 1973 SUMMERFIELD: (By Address and Lot Number) 10295 S. W. Century Oak Drive Lot 14 10405 " " it If " Lot 22 10440 " " " " " Lot 44 10380 " " " " " Lot 48 10360 " " " " " Lot 50 10330 " " " " Lot 53 15930 " " " " C', . :le Lot 74 10080 " " " " Drive Lot 77 10260 " " " " " Lot 57 July Total Summerfield Connections to Date . . . . . . 9 Total Summerfield Connections to Date . . . . . . . . 32 ELDORADO MOBILE PARK: (By Address and Lot Number) 17001 S. W. Eldorado Drive Pad 1 17011 " " " " Pad 6 17020 " ' " Pad 19 17021 " " " Pad 11 17039 " " " Pad 24 17254 " " " Pad 155 July Total Eldorado Connections to Date . . . . . . . . . 6 Total Eldorado Connections to Date . . . . . . . . . . . 15 Summerfield Connections tc Date 32 Eldorado Connections to Date 15 TOTAL CONNECTIONS . . . . . . 47 r. .. CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. _ PROJECT TITLE: D A T E PR S 110 DATE: 8 /94 SPECIAL PROBLEMS: LST % PROJECT/ ITEM COMPLETION: INSPECTOR CITY OF TIGARD, ORE ENGINEERING DIVISION, PW DEPT JOB PROJECT INSPECTION REPORT PROJECTl' DATE: '73 PROGRESS,. 77- nzzz NOTE S: WEATHER; IN IM1 Al CITY OF TIGARDE ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT J08 NO. T PROJECr r PR Rjfc-&j9'f S" R.',7 1 AIA.4, L! z NOTES *. d(,I243 W E A T H ER-_�?!S INSPE�* voR 4 CITY OF TIGARD, ORE ENGINEERING DIVISION PW DEPT. PROJECT INSPECTION REPORT JOB NO PROJECT, TI L.'/�?if'' F/ /F l-✓� DATE; PROGRESS: 77 NOTES '.BLATHER - -- -------------- IN SP ' 'O CITY OF TI GARDE ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT J0B NO. PROJEC PROGRESS NOTES : WEATHER CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. _ PROJECT TITL DATE:- .. . � � PROGRESS TO CA�g' '%�i�-'k�.F_ di SPECIAL PROBLEMS' EST, % PROJECT/ITEM COMPLETION:_.._/_�_'�._��1y, Lam' -- -- ---- l �rt INSPECTORk -. CITY OF TIGARD, ORE. ENGINEERING DIVISION, RW DEPT PROJECT INSPECT'ION REPORT JOB NO, r-lz PROJEC7 M DATE' PROGRESS' --,/- Ae' ool�m NOTE WEATHER; lNSPE-',- rOR_ CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT, Tly rATE'. PROGRPS -k--t c NOTES WEATHER INSPECTOR OIL CITY OF TIGARD, ORE.- ENGINEERING DIVISION, P W. DEPT. JOB N0. PROJECT INSPECTION REPORT PROJECT T11-1 F DATE:_�g- - - - PRO GREQ,$: s7z rem ► �u I 7V Q, . NOTE S:. WEATHER; INSP,' 'OR_ c . CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT T'T�_F PROGRESS : / G...+��. A�1-a7Nt. �..•'• ,lTd'/t.�'j7 L��f1/ir/ '!I�/}' Vii:^ NOTES :____ - -- - ---- - -- - -WEATHER - ---------_ INSPEC VOR ---_-_-- CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. PROJECT TITLE: DATE : _"_ 23 PR. GRESS TO DATE : L-tr _ SPECIAL PROBLEMS: ______ EST % PROJECT/ ITEM CO PLETION; CaD — Z7�_ _ e ---- ' I N S P E C T0R_ CITY OF TIGARD URE ENGINEERING DIVISION 0 W ) PT JOB NO PROJECT INSPECTION REPORT _ PROJECT I 47;H177 /�_F'1 A--,Y --N DATE . A,-_ 40TE 3. /��'�.uww VHF wu ♦,....wM• r•.M.n, i Ml�•tea r yr/NMa..` 1 CITY OF TI CARD, URE. d ENGINEERING ISION, -" ,hV � P" PROJECT INSPECTION REPORT J09IVC. - 3 PROGR,-SS NOTES -- - A'EATHER - CITY OF TIGARD, ORE ENGINEERING DIVISION, P W. DEPT. PROJECT INSPECTION REPORT JOB N0. c� PROJECT_jIT'1 F DATE: -PROGRESS:—.. .. NOTES: WEATHER; INSPE(-rOR CITY OF TI GARDE ORE. ENGINEERING DIVISION. PW. DEPT PROJECT INSPECTION REPORT JOB N0, PROJECT- DATE' PR0GRE9`9 /11.nAYAi Af-1 NOTES :_______��'��- W E A T H E R - --- ------- - INSPECTOR -0 - CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J O 8 NO. �._ --- (I PROJECT TITLE:_- • / DATF PRESS TO DATE : &Z-2 /V415 i4, lys t-30Y ,72 t-3 &,T _ C�c� 0 t2�� rt�2 l3" 7w ter- vA-1-4,42Yy - SPECIAL PROBLEMS' . ��/ 4VOW-VJ , EST % PROJECT/ IT-CM COMPLETION:yD� _�. INSPECTOR_�� 1 C'TY OF TIGARD uRE ENGINEERING DIVISION a W is PT PROSECT INSPECTION REPORT • Jae No--- PROJECT DATE: PROGRESS: G�1:2�. _ _ �, NOTE3. /E ATH . v.r.A—ry�Jer�•wMsrr! �� .+•]�•rar�rr.yw'�•rn •�1F yw... -,�...y �.e �'_- •.....r �.1.w��-wM a Ie r.tny�,.q� CITY OF TI GARD, URE. f ENGINEERING DIVISION, - W i)EP*e ! ►PROJECT INSPECTION REPORT J 09 DATt PROGR=.SS G`',�� '�N�//V __- ��P�l3 SINCr .��►Gye / J OT r _- ?l l U �-v�' '` - - 1n�'f .�'c/ (r 'fc KFS /L` _1c,1i - .3' 2 WEATHER CITY Oi TIGARD, ORE., ENGINEERING DIVISION= P.W. DEPT. PROJECT INSPECTION REPORT JOB NO. — PROJECT TITI F:.��ir,.»�lflf:�J) DATE:� "lZ 1 PROGRESS: o n ,1� •1 " lc/ S�ti' T /�Aa2/•'1.LaJ'. N0 E ri _ '�'VJ �t h?P<.FL� i 'l�i j '7 • _�_�._ _ WEATHER; Lor ' - INSPECTOR �-,r._� CITY OF TIGARD, ORE. EN iINEERING DIVISION, PW. DEPT PROJE(!T INSPECTION REPORT JOB N0. — PROJEC TITLE PROGRESS r '' ',�•� !' '� il�t� (-� 'f"� L ,c<✓r�f ./l� 'a %>. , -�___,_�� l"�')fI r/�•• l.'F' ' •it L�',•✓iL/L ,� _l�� =I�c-L rE: WEATHER 9� _ "� 77 _ L INSPECTOR %� CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P_W ) PROCEDURE CHECV LIST I� NOTE: UTILIZE ONLY clearly mnrkpi APPROVED PLAN . Flan re,isions, changp orders, "pecificatinnv, etc. : 1. SANITARY SEWRP: (A) Commenced install-Tien. . . . .... . .. . . . . 4 P3 73 (B) Completed instal.l-ttion......• (� b/1 x-73 1) As-built. Field note" filed.... . . a) Col'y ^ nt to engineer.......... 6 X29 73 �) A,-built field note" received... . . . . . Ci / a) Filed in project folder..... . . . p (C) Inspect.tid and Tented.... . ... .... ......... . 11 Test nomonogrrphe filed. . . . .. ........ (A (D) Tentatively accepted by City. . .. . . . . . ... ... . . ❑ / .It. STORM SEWERt (A) Commenced installation.....,.... .. 11..... .... 1]/27 /72 (or before (tA Completed installation. . ...... . [ 6'29 X73 1) As-built field notes filed........... ❑ (C) Inspected.... ... . . . . . M (D) Tentatively accented by City...... ........... ❑ / I1I. CURBt (A) Commented in"tel' ,tinn... ......... ...... 23 1) Bench Mrrke "-t...................... ❑ 7) Bench Mnrk locations filed. .... .. ... . p (14) Comnlptr.d in�tall-it.i.on.. .... in 6 ' 16' ii (C) Inspected.. . .. .. . . ... . .... . . . . . . ........ .... ❑ (D) Tontativaly accented by City. ... . ..........., (3 IV , STREFTt (A) Commenced Grading. .. .. .... 11'27 '72 1) Sub-grade inarected.. . .. . ..... ....... ❑ a) '"eat data filed. .., .. .. .. . ❑ b) Tentntioely accepted by City. ❑ _ (B) Commenced rockinq. . .. .. .... ... . . ...... . . .... . (J 5 /17 /73 _ 1) Sub-bAmp inspected.. ... . . . . ..... ❑ a) Test data filed.. .. . . . . . .. . . ❑ b) Tentatively accepted by City. F3 (C) Commenced Privinn . . . . .. . .. . . .... I... .. .... .. . . 94 !x/73 1) Paving inapectnd. ...... ..... .. . ... . . . in / / a) Test data filed. . ... . . ... . . . . ❑ b) Tr,ntatively accepted by City. ❑ / _ (D) Street tentativall accepted by City...... .... ❑ V. PARKING IAT s r f (A}` Commenced gr adinq.... * .'.. .. . ...... ❑ Sub-grarlp inspected. .. .. . ❑ Test data file -r. ....... . .. [3 �) Tp v accepted by City. n i (B) Commenced P..cekin ..... ........... 1) Sub- a inspected...... ..:;.. .... n) Test data fil,•d,. ,... ..�:� p b) Tent.atirely arceptod by City. ❑ � ' CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT 'INSPECTION SUMMARY JOB NO. — PROJ!'(,T TITLE' DATE . PROGRESS TO U E : s,Al. 5'f �� /f//L _rC_calf AlLac v,Aijvc: 104 t*- 1-5fel4f C, SPECIAL PROBLEMS.' _ EST % PROJECT/ ITEM INSPECTOR CITY OF T'IGARD, ORE ENGINEERING .DIVISION, P W. DEPT. PROJECT INSPECTION REPORT , J 0 B NO PROJECT TI PROGRESS.- Nr ROGRESS: I .9_ WEATHER . ..... S -- L---- INiP " CITY OF TI CARD, ORE. ENGINEERING DIVIS!ON. PW. DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT T r PROGRESS . N O T f_S : �C�L 1f - -%r� --� '1 � 1Ip1�'0��tt•��L'��!_r_ -_ WEATHER (5 03) 639-3101 TI TALATIN DEVELOPMENT CO., INC. 15.100 S. W. 116th Avenue TIGARD. ORPOON 97213 May 16, 1973 Nick Hiebert Director Public Services & Facilities P. O. Box 23557 Tigard, Oregon 97223 Dear Mr. Hiebert: This letter is to inform you that Tualatin Develupment Cu. Inc:. Neill pav the necessary time and a half for the services of an inspector to allow us to place asphalt on Century Oak Drive in Sumnierfield, Saturday, May V), 1973. Yt)urs truly, TUALAT'IN DgvELOPMENT ("0. , INC. l Roy larown Vice President of Construction ' Jtli�,, q i MINI w Q a rr1 M r7 M N N N 10 N O 10 J N o m e ppu v O_ ON OpO N pp 0 on n M lO O nrn fn OaM ej M N O N O V J N IMF v 0 O 1 Y R O O Y O On f M N O ♦ A N p rn h r M N O F 3 O O O O O O O O O O Or a0 1- O n f RI N n U ri O A m r a n v M N - o o c d o 0 d �+ o T. Q IL a � o o � I O Y ' M 0 o s Z = pp O O O O O O O O Q W a ' ° m o o 0 w a °o N o 0 0 o LL' E— IIWIIIIlIII1111lIlIl IIIIIIIIIIIIl111lIIIIIIILLL�1�4hllhlllilil IlIiI�I11111111 Ii111111III�I II 11111 1 11 I 1 I i : I i I 1 I i I i I i acr p a %- cr F ► W ryl k O N V 4 Okir m o '•- o v W 0 W U O uj ZUJ Z W O NJ O O U p U O W F uj WN W U Z N 2 F- ►- Y p = 0 W W d (t O W 7 W U O W a a LLL L) W J W V O O Q 2 2 V J ` Ll W y �o F d `'•� 1 MMINIMMIA PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or .jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through It. This is the back pressure due to ground water submergence over the en6 of the probe. All gauge pres,;ures In the test should be increased by this amount. i. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bled off air and make necessary repairs. 6. After an internal pressure of 4.0 psi6 is obtained, allow at least two minutes for air tempe.ature to stabilize, adding only tLa am2unt of air required to maintain pressure. 1. After the two minute period, disconnect air supply, 8. When pres,ure decreases to .3.5 psig, start stopwatch. Determine the time in seconds t'iat is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of. sheet. 10. By .ase of nomograph, compute K and C. Use scales d and L, r.-ad K and C, and enter these values In the Lable on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less that: one, enter the total of all K values Into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C v^lues, to get tq. To make this division with the nomograph, use scales C and K, and read tq. esr sAIRK O M on M lO N N N V w)oQ pp °D J 0 N M O 1pQ O w Om OI N O C O MI b O n M M • ` �. Q 01 01 IL m �- -0 Y7 1n � r "� M � N N O ^ _ N N O O O N U J I 11911117111111 IW I I I I I I I I I I I-IIIIIIIIIIII I I IlInFT11111 1111111 Ill I I Ill Il 11 111 Mp N O • Y O O Y ^ N 1) N �n ♦ M N N t M N p - - 2 O F I IIJTIIII 111111111 P111111:11111111111 J O o O 0 0 O O O O O p 0. •1 1- (0 ^ f A N ^ U Ih p 0i m r to h • M N _ d p '` d d o d o 2 0 a a � n � < v 0 .I. O Y F 0 : .� Z M�M p O O O O O Q O Q O vI .J (� 9j 0 O 0 M V � N N VI Q a W o T F- �Ill�llll�lllllllll�lllllllll�lllllllll�lllllllll�tl(I)I�YhI)I)�I�)I I)lu,- I)I)I I)��yf,ll,I)�V)1. I)I,�) I ) I ) I ) I f ( I i I ) I ) A � J G crCKW r :t v r Q m I' ° co !1 tr) �i 1" 0 N 2 6 0 0 '1 ( m O U I W W! U O (n z W z a Q O U p V 1 W O W • tff W ► O N z a z = W W (x (J S y) U O WW a m ILL uj~ W I O O O O Qc 7 7 2 j ► N W1 0 I � 0�dI1 W i �- a En W H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested oy propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures In the test .3hould he increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plug.3 for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. G. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3..5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all. portions of pip;, under test in table similar to one shown on reverse side of sheet. 10. By usa of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. AdO all values of K and all values if C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K, values Into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K. values, by the total. of all C values, to get tq. To make this division with the nomograph, use scales C and K, and r,:ad tq. io mw � tmRKMRKMRKAKM O M M) M Ip N N N n N O O f J N o m O n O n 0 pp UQ n 00 n p n o O m Q O o ra v p N O 14 OMO m OOO N O I. N N OON _ O O r :ll J N O O O ■ pp pp IO0 0 0 � Y X O 0 O 0 0 O O O O to f M N 0 W) 4 Ir N f M N O F J O rI n U ri O Q O O O n O O T 0 r �p n f R) N O A V r Id h f M N = 0 0 O Cf O O O V O S = 0 O Q LL Q Q. < V O .i. Y O ° . 7 � z O O O O O O O O O Q Y J OI a0o 0 0 n 0 0 N N O O n O f �1Wllll�lllllllll�111111111�111IIIIIIIIIIIIIl11�ll�l�lilll�l)li�il hI lCD �l)�,I Q � J M- o -� r W IV M cf W I U lT w ~ I I U w O o in rn o ) R' z a w w _. In n. f F x Q` o W = w a w W U w Q vi LL 7 J a U W O z _� Q O Z 2 w O F y W � o to - w o H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Ciean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. Plug all pipe outlets with suitable test. plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the Internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. H. When pressure decreases to 3.5 psig, start stopwatch. Detern,Lne the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then. be compared with the time required In seconds as computed on, reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add ali values of K and all. values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C value.., to get tq. To make this division with the nomograph, use sceles C and K, and read tq. o v m i0 In O P f o W N p D M M M rh N N I v V • OO O $ can 00 0 b O O MI O O O M N M O �0 w OaD N g f O ni p N O Of 0 m n. hn h V) ♦ 'n M - N N O O O V J N v O O I • Y U J (, p O O O O In N p Y q M M N f M N Z O F J O O OI O 0 U 0 o o 0 O O n U h U OI 00 h Ip n f M N Qi h w to ♦ M N - O 0 O d O O O F O Z 0 CL Q CL (� < U o 3 .I. 0 Y 0 0 Z 2 O 0 Q � O O O O O 0r0a n OJ O 1 O W In N n 0 Ltill II IIII IIIII I, I, 1 11 I I 1 t I i 1 I Ih 1-- \, 0 (W F- W �. n �1 o Cd W D 0^nrn I 2 \ l o O 7 (t) N 1 O n� v � '•: '� } oo � tx� u� v p U W W � Q H H U a J IJ l\ V O U Q U W ~ 1 U W y 0 LL N �T \9 o �ii Ir W o z y ►- x W W � W d ;) U Q Z 2 O W U V J W y - W � N ,I PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling, snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. ��. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. 9fter an internal pressure of 's.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, dis-�,anect air supply. 8. When pressure decreases to 3.5 p: ig, start stopwatch. Determine the time in seconds thaL .is required for t.iie internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pip,- under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in ,Seconds." 13. If the total of all C values is greater than one, divide Che total of all K values, by the total of all C values, to get tq. To make this division with the .tomograph, use scales C and K, and read tq. O p 17 o r M rn a N • �' Op MvIOa nN O Q p N O p b w 0 O ' O OO M e O O (71 N ♦ � N N h M O p - N N - O O O V if w 19 .J �o a 0 1111111 11111111 1 1 1 fill,11 b Y 8 e o Y h n P Wf N 0 f RI N p ♦ m N 0 O 7 � I J O U h 0 0 0 O O O O O U O� p p n r M N h O Q m h p n ♦ M N _ p 0 O O O O O O Q Q O cc o .0 I• N O Y M Zs O Q O O O O O O V W O O^ p N o r7 N ON u1 O IIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIItill InIIIllllhhLIIIIIIhIIIII llill]IL11lll I1111III VIII Q -11, I.I 111 I I I I I I I I I I I I I 1 1 1 fJ ti � � V O W » N U �l z -j o CID m U p UJIrJ f� z U a O N 00 1 n1 l7 H W p f- O In W O N W O (� Z a rL I- �� I - z W a to W U p 0 z z 2 N a z z o U tn ,_ 1 I AL! Wo2K SNAIL BE pOuE INCONF02MAUCE WITH THESE PEG4 Ft CAT100S WHICH ACCOMPA►JY THEM, AQD WITH THE joiPtE1D SEwE(2AGE AGE0CY STAK)DARDS• I EvE o-r OF A CO►JFLICT' BETWEEN THESE PLAOS AOD SPECIFI CAT100 WD rHf U. S• A• STf V)DAROS , THE" U. S• A, STAUfaA2CJ5 SHALL 'TAKE P2ECEDEWCE, 2. oo ITENI OR PHASE OF WO211 SHAL'_ BE COWIcaIDE2ED COMPLETE j0TIL ACcF�c� r 0 '3Y TME 0,,S.Ar AUD THS: 6UGIQt_E2 (jLL TQE;WCH BACKF►LL MATERIALS (4IJI) METHODS SHALL GE IIJ CO►JFJp_mVI►�CE WITH V, S. A • STAuDAIZO! -I ALL PERMITS A00 LICEOSES tJ`CE S SAR r 1=012 P20 SECU'r10►J AN PR OM�P- 'TOO COMB T1-tt` WORK rHt7LL BE SECURED At4o PAID F02 BY THE COI�JTQACTOR MENCIOG OF COIJSTtZUGTIOQ. S. THE L_OCATIOk) OF EX'S'tIQG UNDERGRODUU UTILITIES SHU\NW ON THE PLANS IS FOIR INF012MAT10k3 ONLY A00 IS MOT GUA2A►JTEEi) TO BE ACCUt2ATE, 6, BEG012E WtAMENCING COIJST2UCTIOIJ, 'THE C01JT2ACT0i2 SHALL- NOTIFY ALL PERTiQEli` I CpM1jA1J1E5 02 AGEoCIES WITH 1JODERG2000U FACILITIES IN THE JOB AQEA SO THAT r-ACILITIES v%A`I 13E: ACCU2ATEL',f _OCA'rED ( I.E, 1=00WEPL, GAS, TELEPHOOE ) WATER , ST02M �RIJI7�RY oEWE2S, ETC � '. AI,L SEW E2, t,ATERAI_� ARE TO f36 C COO-, PI(�E Ex r'2A STREQGTH 8. I O TERI'�ILS OUT OF NH �.4At l_ SU COW'_T2UCTE-� W i�`41 , F _ATT fZf1L AT SAME ELF-�/. AS IWS10E TOT' El.�• O1~ 8 'NtpiW� • -1 i I fly ,z;�'. /B2,•c/8 our' ,<ryQ jo I- /3 I R.E C RjSR7710/v KY s r. a G'A' Co�' " A �o ✓ I -+ 1� C G'T , C: ,tjU• 0 � 1• 01 ,�1 1 � Y4J tl'SyY Yal'� .� Y-ff 1`. �,y�'+• � ♦ �.,� a f tt pit ' 'Ijt '��`.,. t t /C?o10 y��,, � "' -- � na,' Q-,� s�9•�3a JNA'.['?-y 8�Si 3. 5 1 - sN ; .� %yam• 96 rte, 3 r,E.: /B 6• eJ our G .L ,� ,c. = qz. 76 o C.) � -3 �_ �j li fe SdC b ' rG+pa /9yB6 00:� zoo.70 1' ! -7 Z > - ,�tJ' !JN.SEi✓fiQ'E-SM. � - \ / Y' 1 .. �- - --- - --- ---- _. . 1 _... --'-=T- _ _.,_ �. �. .- •- ,, s Z 71 _.h'. _ /7'S-SS Z'/Y tC -r ' t`:e I TSP= o _....._..._ -- -- _. / \ 1 ! ,rr�,.•�- O I I i C �`` ti' �'�. 7{•,5'= 'LY �,•�C'/0 ''�—•.•L—.�__._�,E { -r?J �'p'� Ile W V B.b_� w� ; `�' yf� ? `>�� '�•- c5'. ., '` J�- '`� ts` 3li•Sp 9 �- `, A-3 ��70 - �ti r\\ 2z �ty° J j• �:li! ��' l li� f,/ Q �P,v� 1�. , V ` ( - 3 0 3 d I J :� p f �a`� SNE , --_ �7. F GIMP STA• DETio/G M`!L�•� o Ivo 4 - I _ -- G.IP r-- } _.________—_._._--.__ . _ _____.._- �. L%N� y•E. _ l7cS•�O IN 1l ^O ; IS .,A � � ,, NJ 'V/-G1� /d 00 "rjcc : ,q- �./N� z E = 174 MIA-2 0>67.,� g. /7y 3v aur h _2//•f _4 t<, "" !•� c, ../ /J� 311- X. i ys 3 j .I E.= T'op: !9'. � . "5- n 02 7J t "` 7 ^ s„� !f a + i STR toz y 4 P _ /96.7/ 3 ,rJ 'D L, r fO.Ef/ E'SfAT /j T /O SouTNOF / __-/ /f2 , tII� b'-y �� .4 9 S'/ OUT - - i g y I 18-•3 0 I - •S .-• Tom: Zps.ti T c• P V 5g9 6 yEW �.E. ;82. 20 x.v - ..3 ,s 9 B-Z �[? �/ t�. ' > rc $' 71,, E RSA✓ o/'= !8B• S r - � _.._._ ._ . __ _ �._. ._. , I �.3 r.E _ /641.4/0 _rN _Z F, =/6 y.ZO �G!?"r� -��^P srA• , 00 , h 7 "�sa,°'�aq Sn` r.e = I66•f10 riv a ms's-u8 N s1"'� roP= O/� 4/ '� oil l4/ /6.s% 0 7 'ToP= /69. ao SCALE ---�J-�., DESIGN SANITARY S E1� ER REFERENCE INFORMATION AND NOTES: •�t 1,• r,•�•i,,411 � t SUMMERFIELD /• ;' t t,� JOB NO. r •. �. r TRACED FJ (PHASE i ) I IMPROVEMENT PLAN 5 � rJ ,vo7E r."E' tis�+,r-o,v 4 sg-� �.uC J� ti�.a � �• I' - //�w� CHECKED SHEET � UZ t/o ,l �7 ,1 �y 1 /P - ra-A / I t I l�� t 80t; 4 f O r�7r ! o� J CC y'• �'� /`••`�_ ,� 11 \1111{\ 1 \;�tiT'.N: .�\�t ►1 l,\ I'I'•`+ R / I , �✓ �'Y f 5 .I�Itl llv-••1-II�F\uft� A & V LINES N E S DESCRIPTION SUB. APPR. DATE DATE +n.� . ..v , 1„i��r•:rrl i 1 +�'�: .�:t .• OF REV. �+�; !+ •i•i/. 7j REFER TO TRACING FOR LATEST REVISION /�/�/�� I I I ( I � E F G H A @ C G T_ � _ - - - - ---- --- SUMIOE R T EL D ND 1 -- -- --- - - ---- — (IF 1.r'} A r! l�l i� 111 11 111 III III I�T 1�1 III 111 III I I 1 111 111 1) '.'-. -•_- __ - _. ,.,..r"^�'"._._'--�----._- .,--- _ �. ,► . f ,., .» r ! ( I I ` I it ( 1 ( IC•,I I ' I I • I 1 IIIII�IIII111�1111`111�rIIlIII�IIIIIIillll�ltl�ill , •I f 2 3 1 4 5 6 7 8 9 I tJ 11 12 - NOTE: IF THIS MICROFILMED a DRAWING IS LESS CLEAR THAN TIi1S NOTIGEi-`IT IS DUE TO THE QUALITY OF THE ORIGINAL _ 'bRAWING. ()E 62 92 LZ 9Z SZ vz EZ + 22— 1Z 02 611 91 LI 91 SI UI E1I al II 01 •l a 19 L 9 S'--_•�►-.I� E'•.- 1 ' ,rI1�1I11�1111�1111�I111�UII�uII�nI1�111�1111�I111�1I11�II1111UI1u►r�nNlnrrnul�1111�1111�I11r�tIlI�III111111�IlII�IIII�H1111111�J111�111�11 illll�lllr�llll'Hltlllll�llltltltl{IIl1�1IH�IIIII{Nu1111111�I111�NI1�1111�IIII�IWIH8111WI1ll�J111111lltllll�tll.l�tll �llll � � JULY 6 1992 �; I C E F G H 1 —77 \ n ti -� - / 0 � � �v � �� - --.------ - ._ ` io--- ,�_ 39.x•S s - o.vi.73 (--/��.�E i.+�✓„F-,�•r ��✓�' ---% ; p ��"cP •[_ Oro. 170 5�- 0 . I� .r• �. _ .�9 i 2- -2 I 4 i l 3 �/G 1 o ry 0 ry b p -3 ! 200 % i �ry - \ k 0 /Y,9rUR�9t G•QOU�✓o ry \ J _. ► ,- g'/cam j 3 n ^. 5 Oa 90 n tt X76.0 SsD, OG'08 /BGS / __�.---'_-"_, _ ----" t�••�,. 200 2600 4- 'ci`'-L-/,ZG•O -S•JJ050 Igo ci 44 - L . . REFERENCE I DESIGN SCALE INFORMATION AND NOTES; / - SUMMERFIELD SANITARY SEWER TRACED JOB NO. �' ( PHASE 1 ) A & B LINES ' '.3 - S CHECKED SHEET ue1AZan+ r�r><� ./ •4 /r 7l 7 ai ? . r� .�lZN Z/ 73 11 �1:1:Iti - NIt \(�ti� X1; 1,1: .\v�.t ►t I ► I;�, �. . ., k�..,,. REV. DESCRIPTION SUB. APPR. DATE DATE �,��,� • •.�� >i •t i,trk � �� '-i i,-1 k I PROFILES 1 REFER TO TRACING FOR LATEST REVISION f rik• � i;�k „i;r.k.kk. OF I I � 6UMMERF 7 r1-L) 1"I(:J I Ei C O E F G H 6 OF -._n .::__"`".:17:iiYaM1 nmmn,..ar.yA,n.+rn�.1R��'lp�:.t�/nlir'""Xq,!•n''rn�... �� _..... ��Ww .•'4F� Tr .._...,..y—,sk��Y„�,-�M�M�'�!•'�'._.�'�..%-'7R1•�'. ��'r.�. __.. «r.....u.�__.. r .- .. .•r+.w _JY.. _ -! r � - • l I r ► I �`• 1 I � I I' i i �� i�I-•i�� I I •I I i iFr I �1 II I R IIIIII II ISI I) III III III relIII III III III III I(I III III illlIII ill1111111 tll11111,1il�I 11111till �) I I i I ( I I I ) I I I I I •,f I I I 2 3 4 5 8 7 8 9 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTI�'"IT IS UUE TO _�w•�_ QUALITY OF THE ORIGINAL "� DRAWING. OE 6Z 8Z a 82 SE fZ EZ Z`{Z 12 02 61 el Li rl Ill f I E I 7.1 I I 01 6 8 L 9 S � E / �,• i�111,1111111111111Jill Ili ill 1111111►111111�1N1111IIIIIN111111111111UIIIIu11NtM111111111111111111111111111111111IIIIdim ImtA1111�11 1111241( (lllilllll11111tt1i11tII11uIn11�1111i1111,IInIunI nIIII1111111111111nIIIIIII1llIlI 11uII,ul,Iul�llllllfi►lulli►Illwllll) JULY 61992 PROCEDURE FOR CONDUCTING ACCEPTANCE TEST I . Clean pipe to be tested by propelling snug fitting inflated rubber ball throue,h the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is E,sbmerged in ground water, insert a pipe probe, by boring or ,jetting, int- the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the porc:ion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds '-hat is required for the internal air pressure to reach 2.5 psig. ThiG time interval should thin be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shorn on reverse side of sheet. 10. By usk of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, eater the total of all K values into the space for "Time Required in Seconds." Ii. If the total of all C values is greater tha..i one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. to Fn p- it In M M N NN m N O b r J m N v O O u to 0N In in 0ON O O ^ OO O0 0 O rh0 Ot t Q1 I -0w In jO A N OM O ' O V J N v 0 O III " gdI fill,1 Y O O Y S p OO O O vOi •1 M N C M N Z O F J I O OO O O o o O O O L) h D of O 0 Co M- C0 1U C) M N tD �- tD h f M N _ O O O C; O Ci O O Y ¢ M El a ac a O a + 0 Y Zv c po o 0 p o v s J C Ot apt r? b 0 a 0 n O O W O N N n O l� !-' �III�IIII�IIII�IIII�IIIIIIIII�IIIIIIII1�Llllllill�tldlldihlii�l�ll�il�l�llll6ltl�l�l�il�lllil��liltl�l ��lllli I II i � I I I I � I I I I L7 cr / v N m c O O d) n } O ! � p U W W f' � U O I cri I Z W z Z U 4 U In �' ~ W 1> hC w 0 c~» w () z h � W - a 1- ►- Y t� Z G.] W w 2 0 w 0 CLU It w w Q to LL 7 to IY U w U O O z 0 w ) O h N .J 1- ~ v O U J l- W N b (n - w n PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, i:A.ert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly t rough it. This is the back pressure due to ground water submergence over We end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 prig. 5. Check exposed pipr and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. G. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that Is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values Into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C: and K, and read tq. 0o v A b M p h f O a N M M M N N N O O f J N 9 0 P) rr7ll 11 oY •Q �of)� O o p O ON O O 0. Mp O Ch m N N N Oym O O n [Jill I IJTIII V J N a O ,8 0 O F O nl I) fill 1111111 1 0 O O O O O O O O O O O cch 0 a U vi O Oi m h f0 h f M N O O O O T IL e Qr 4 < U 0 0 .I. ! = Y 0 Z • LZ r p QQ O O O O O O O O p p '� i T m b O M N N Vf O N w N s T Q' F- �111�1111IIII�!II�IIIIIIIIIl111�III111111�W�I�Yltl�hhli�il l�l�lil�lfifl�l ,ilfl�1111 111 I If 1 f I Q J w a rr O N : I ado7711 ZMo N o N y o CE) W W f v O cn M �- u z W Z f. 1 I O a. Ot; N n z H W a ►W ► x �� n Z a W W V p 4f W Q V) J cr W U 0 M Q Z 2 O 1 N t) J O I `� LLl fn � t 11 PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace Each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the evid of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe Installation under test until the internal air pressure is rai.sed to 4.0 prig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 prig is obtained, allow at lust two minutes for air temperature to stabilize, adding only the amount of air required to main.tai.n pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psi@, start stopwatch. Determine the time in seconds that is required for the i+iternal. air pressure to reach 2.5 psig. This time interval Fhould then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. [Ise scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the i:otal of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 1 '. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. C a rq M N M N N N O 1D N O m tl N In a pp o q v 0 � $ O On f +, rOn hj N N t h Nf O N O O V J N O O O r Till IIIIT Ill III I � Y O C) O O O O of r• in N 0 M N W, < M n� Z P I J O O O O O O O O O U U nO (b m ti �� n r � rl O IS m h 10 r] ♦ M N ._ d O O p C O O p W I U CL Q O t .I. 0 s OX 0 : � z pp O O O O O O O O O O 8 (� iJ2 O O O O O O n O m G Q W e 0 ID � 0v> d (� t•' �llll�lllllllllllllllllll�lllllllll�l�I�Yhhi�ldi�il�l�l�lihl�l�t�l��il�l�l�l��l�l�l�l�lil�,L l i l � � � l i 1 � I i l i C a o w w lu �a ti C Z Q O U O U i W W 2 O 2 W 2 p U ao w N W o �' o _z n. ui w V)a I Y o w w 0, O w W w Ol w W Q M LL It 0 F N W U ~ ~ Z p w ~ y w H � i rn - w � PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the prone when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psi.g. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supple. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 prig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values Into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. ib make this division with the nomograph, use scales C and K, and read tq. e v Ol /p M p A ♦ Y b N O O m Ml 1A 1n N N t7; J O rt NN oI I e Q $n oo n o o p n o 0n p O ow 46 O 00 h Nkn O N N - C O U J N 0 0 HIM IFFT" x o p QpQQ OV v°> ♦ A N 0 N O O Z O it F J Oi I o U Vi ° 0 0 O O O O O p ch Gq h O h t n N n d 01 m h 0 n If M N _ d 0 d d d ii d o � a a n tD < u 0 $ •I• 20 Y 0 : F O � z = w pO O O O O O O O J O 0� t0 �O N O N N �n O O W e AIY F- � �IIII�IIII�IIII�IIII�IIII�IIII�IIIIIIIIIIIIIiIII11�II�Lll�hlilihl��ilililil��ilil�lili��lilili I��il i I. li I ��i I i I,y�l � i l � l�Ids tiff^l^ c J !!r 00 � W u N �N o O o ❑ U W � W� F d � � ❑ z w Z M r 1- O P N ° D U Of- W F 0 W O N a 2 W O Z h ~ _ w.. w w E ❑ a w O V cr w W Q fA LL S N V W O O z2 N Q z 2 O w D N J 1,1 v w tn ►- a Ili o PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe wnen air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of Lhe pipe Installation under test until the in,ernal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig. tart stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. Lite'. size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all valises of t: and all values of. C for pipe under test. 1:. If th, total of all C values is less than one, enter the total of alt K values into the space for "Time Req ired in Seconds." 13. if the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. D a M 1n Rf '1i�1,}1�'}'I�1f'11N1�,�_11}I}�}�1N ;74 p' 11 1 v v '111 N f0 rT ` It t a n N Moo °�p OW om n U n g S ^ m o ° dl O Oi Oi a0 m �- 10 n n a r 'n M N N r- O N N O 6 U J N v O O i � Y Y _ 8 0 N 0 0 O N ♦ �1 N IL n n 8 W) N O }I 11'1'} F o 0 o o o U 0 001 Cc * b n O 0 Im m n 0 n ♦ m w _ ct o e d d d d p z at IL ° a i- CL RA < U o al .I. X 0 Y 0 : F Q • z I` 0 AC Ap O O o 0 O O O Q O W o m o g , ° M N o �= �Illlllll�lllllllll�llllllll/�i/��l�l�/�l�/��il�l�l�/�l�l�l�l�l��il�l�l�l��il�l I�I��i I�I�I�I��yl�l�l�l�� a � o W m } � F a \ c 2 y c co y N Q r u o r 0 W � I I v U O uj Q f 0 2 W Z J Z IV O U p O v w � W11P t; h- 0 y W CL IO W W O Z In 2 W p Z W W ten` a o m W w Q LL z I to (r U W �_ W I O ~ N J ~ O I U _J W � d In — W o PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clcan pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug ali pipe outlets with suitable teat plugs. Brace each plug securely. 3. if the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the hack pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion c— the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. b. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in second: that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheep. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. p a in A M lO N IN N O O f J O O o n o in o2 oo o n o n b 0 0 M o oN a 2 O cc M N N O N N O O N U J N v 0 Jill 111 11 8 111jull Ill I I I I 1 111, O Y Y O 0 f 0 N O h f on N 0 n n f M N O F � IFwp�pqIIq1Il I I Ill 1111 o 0 0 0 0 0 0 O o o U h O O 01 OI W h O n f m M m 1,. 0 n f M N -: d 0 O <j O O O O d CL � 4 IM a � < u 0 .I. g O: x 0 O T Z � II`.. o 0 U t pi 0 O O O O O 0 O O J m00 n 0 0 Yi NW n o f" �IWllll�lllllllll)111111111�IIIlIIIII�IIIII1111�IIdil�Yhhl�hli�ill�I�lihI�I�I�I �il�Ul�l��l�i I I �ll l l r l i t I i I i I i fQ^ J cr V p a W } J H N, to CD lit r aoro 2 4c c O Gr1 O O U W U 0 cn Q H to z Wz z ►_ Q U �' {'1 O O U N V U) o' �ii r^ O z a III: W w - N W w rY _ o w W w O J w Q a Ir _' to LL J J w U O O 'z0' W r 1 O f y d z z ° C] M h a w o PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable tes', plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly- to the portion of the pipe installation under test until the 1 internal air pressure is raised to 4.0 psig. 1 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side o` sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K a'Ld C. Use scales d and L, read K and C, and -Liter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C, values is less than one, enter the total of all K values Into the space for "Time Required In Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. w � a en D M M N N N N O IN I IF PIP a ' m u v in O in O p $in N 00 ' M b O M O O M �U OO O n n N N � r) Irk O M - a0 N N - O O O w U J td v ' O Y O O O O O Y h O h r M N h f M N M d M 0 2 O F � J D U 00 N O O O O O O O N m m h f M M n m h. to q f Nj N _ �j p p O O O a o a M. Ir to n O ` U a $ .I. : Y O « 2 r c J ° O O O O O O O O Oh U U O O O n D d M N N N O �' �ILIIIIIII�111111111�IIIIIIIiI�II1111111�IIIIIIIII��hh�li6lil;u;jlililiLl lel li��lil�li l��l i t l 1,�i l i l i III��i l�IIIIII Q � C w � O W 3 LU v r Toco-,) N W � � u o I- C) N W O U Q W W F. Z h O W U, M W W U O FW 0. NLLf� ctVW W Q O O z 4- O ►- N F- ~ p O W I � L . PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill. material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures In the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal, pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. H. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal ai► pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and lengt-h of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of noir graph, compute K and C. Use scales d and L, real K and C, and entc: rhes, ,alues in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test, 12. If the total of all C values is less than one, enter the total of all. K vatees into the space for "Time Required in Seconds." 13. If the total of all C values is greatr, than one, divide the total of all K values, by the total of all C values, to get tq. To make `.his division with the nomograph, use scales C and K, and read tq. t q a m O N O y J a N V O o n0 o O n OO n n O O on / o e O 7 O �• O ON C A 0 10 00 O 100 h N f � M � N N h h M p N N - O O / O O J N O O O • � Y O O O O TOof N LL Y h h f 0) N v` Q In N o - It O J O 0 O O O O O U O U O 0a0 O h • MI N110, O 01 TV h w h ♦ M N _ da O O O 4i O O Q Q O r CL C . r, •P O Y O O • Z 2 F- C p qq O O O O O O U D W °o ovi o o n po 0 0 Q N N n O a'LIt 111 Jill Jill iI11 CD �\ O W 3L r{ _ 0,11 au � N ,1 1•Y +I � �1 Z r' c M i•� ni �X �, p U W � U O N F I` O NJ O O U a U V U H O _ W O I- O 41 H O f a cr W �� ._t ? fn a _ o o Z w w a o W :3 I" w a aw LL 2 v! U w E- J w u O O Z 7 N Q 2 2 O LLj O H N it W p O In U N w f.:t PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fritting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged i•, ground water, insert a pipe probe, by boring or jetting, into the backfilx material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pr,�ssure to reach 2.5 psig. This time interval. should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values Into the space for "'Time Required in Seconds." t3. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. O R1� A of M N N N O Lo N p O O r J ej o n a ■)o �n 0oo o n o p p to M O 0 0 p O n nl rj OIOb n h ♦ r M M O N N _ O N N o O n L J N 9 C! O 1 lif I I fill I I I milli 111glipp 11111111 1111 1 1 1 111, �� r Y Y iiJ iO n f 0 N O , O O � M N 0 n n w rn N O P O O O o o o o O O O p m h ■! In 0 mi O d p® r n v R CIL a Q ♦� a � � v 0 .I. 0 Y 0 z z �- O p O O O U O o Ow O NO O O s J G 0 a0 w N o cnv N n O � W a � H YIII�IIII�IIII�IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IWdlhhlillhli�ll�lllilllil�l�l,I��11�1�11I��I1I. I. I.il � I � I 1 I ail 1 I l I� 0 W •� 3 ,y W rcCD w U O (J1 r �i o`I 0 U I a w .� v w ► o N w n to O r' Z a m w w _ of a l'- ca w w W O 0 COPH O n J w w a N li J i W V Q z 2 I\ F to a w O ~ H i v �• 1 41 f] F PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all. pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. b. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and lengr.h of all portions of pipe under test in table similar to one shown on roverse side of sheet. 10. By use of nomograph, cc-..,pi, v and C. Use scales d and L, read K and C, and enter these values in the to on reverse side of sheet. 11. Add all vall.jes of. K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. Q r M M R/ 1n N N N � b N O N ♦ -J N v m n � o o " oIn0 W h 0 Mo O cm M N N N O O n U J N O 1 Q O M Y ,fill 111111111 111glipp 11111111 111111111 Y gi i' 1O 0 f M N O � ♦ n, N h O M ♦ M N _ � Z O F J O U ri O O O o O O 0 of in f M N d o d o a a t1: a � < u 0 � I ! = Y 0 O s Z Z OO O O O O O O O 0 W V.J Op N m Q f- J �III�IIII�IIII�IIII�IIIIIIII�IIIIII fill III IIIII�tl�LI�Yhlrl(hli�il C9 � H a o W 3 �► J 4 O q W W � �+ N a A oo O � TL 4fi o 1, 4 mW O 1 ,7 U t �0J ` u V U cn Q z W Z U C O U O n w U � y O Z 4 �'' Y c,. - in o z a I - L I U W (> LLJ0CL In'� J N c 16- W J w I Q O _ cn Z 2 p W I U N . J O 1-- ~ U _J w fA � In — H O PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested i, submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until thip internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. G. After an internal pressure of 4.0 psig is obtained, allow a,- least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is r, sired for Lhe internal air pressure to reach 2..5 psig. This time inter hould then be compared with the time required in seconds as computed on .,rse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Reauired in .Seconds, " 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. r. '0 M M M 1O N N N m N O b ~ •� o - - J N m O Vp m d N M -117171111 111 1 ITT, I '� OOO O n o O boO N On aOrti O m h M N O O V J N O O O �rtrmrr rrrrmr1rtTr�trT �l�m�r� • Y pO o p p O O i°(f ♦ K1 N 0 Y h N P M N '�_ W) t M N = - O F m; III pill�mr1mr�r �Im�rm�rnr�nr�mt�rrrtTTTrr�mmn 0 o p o p o 0 In o 0 p C, M r o n • w U 1f1 O Oi m ti td h • M O _ p O O p p V K CL Y a oc < cs, � •I• 0 O Y 2 '.O . 0 = « Z 4 00 o p o o 0 o 0 o 0 0 0 0 o 0 o n o kn o ^ � w'"1 0 l� m n 10 N O M N N LMd : iill�ll Illll�llll�lllllllll�lllllllll tl�Ll�Ylil�lil�li��l�lil�lil�l�l�l�l��il�lil�I��I I1� I� I I I I L 11/L r1i _ cl) H o W " Q v O t'1 ow 0 W W h t/) � U U O Q p 7 I 2 W Z J p \ O W CL O vi En ~ O Z V it cr W W - p Z CL w o W I � _ o a U • • O w W Q W U f LL H -� W U O U G N Q 2 2 2 W C-) y U J �- U w ►- a W W F- ■n PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. ?. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through I.L. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Aad air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with soap solution. if any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet.. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total. of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use cales C and K, and read tq. w M In N N N O N O p J - � 1 09 fly O 0) p O Y iu M p 1Op O 10 00n p N p O O �m�jj O p p O Vn 01 a0 m ti r.•,p 171 �► M M i0 N N �- n n 'l � A T N N fy U O ItV J N v O O 1 iji I I IjTj I I FmIll, 1111PHIIIIIIIIIIIii 111 11 1 1 1 11111111111111 11111M • Y Y O $Q 0 O O O O N r N p IA _ of f M N 0 W) f In N - L O E- 7r J O 0 0 0 O O O O u •f o d 0 r; to n T M N o cs COmo ~p n T M u! �2 / p O O O O F / 0 � a to < v 0 Y •+ O v ``,Z Z f- 0 4cJ ltl a00 0 w v0i • /,/,� n 0 h o O W e � �" I'Il1�IW�llllllllilllll�Illl II I II�I I II 11111�II�LIIYhiI Illll��,�l�lil I l l l l�i 111 i 1 7 11�1 I i I I I I I,�i I i I I 1 7 I I � i 1 7 I i I i I 7 Ir � W h r 3 n F- W V rL �ti`C o CI) �1 Z u 1 O lT N V1 ✓r �J I 1 ck hW W N W o z W i J n I U 1 w� Wj F- Q it, l(� to W O Ln W O Z CLW a I-- ►- x 1 Y ti rJ p W 41 L O d W W l'- 0 o y W a a V) In m UW W u F z z ~ s a O Z U 1 I ci ►- tf f' Q N W � H PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball. through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested s sub;verged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Ads] air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. if any Failures are observed, bleed off air and make necessary repairs. 6. After art internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.9 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be compered with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test In table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values f C for pipe under test. 12. If the total of all C valueE is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total cif all C values is greater than ona, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. p ro M M M in N N N v N V m Y in N M ppO �Oon op O W o0 O b � O 1N O O le rmi n r .an o �o O r` n M N N O N ! N � _ C O O J N O O O • Y O O Y h of r M N f M N O IOn Y M N 0 _ s O f` 7 p I1111911411111111111111111111 JIJIJITTM Jo U n d a m n f M of O O ti Q n f m N n - d d o d d 0 0. IL 0 a IL � x O .I. O Y t> o 2. z p00 0 0 0 0 0 O W f g �+ OD no m 0n v °i ° Ln o �".. f' �III�IIII�IIII�IIII�IIIIIIIII�111111111�IIII11111�tl��hl�hlr�illl�I�IiLIJrl�l�ilrlil�lr�rl�l1 Il I,�r I � I � I r l � l i l r l i l i l i cr J `\ O W W f. r cn v � lcrODo as �ry = O O N a o ;: c co d) }l O h 1 m O r V 1!J r w V z w z Z rr F H O N p O U U v W (- w O rn o vF i rn "ti o Z a cr 1u w - N a h- h x p Z a w - w a o w toU IX � w W Q fn I,. T , N CC V W Z 2 c Oz Z O_ In b F- q cn _. W Q H PROCEDURE FOR CONDUCTING ACCEPTANCE TMST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by buring or jetting, into the backfill material. adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 prig. 5. Check. exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time intervgl sLould then be compared with the time required in seconds as computed on reverie side of sheet. 9. List size and length of all portions of pipe under test in table similar to one shown on reverse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total. of. all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this diNision with the nomograph, use scales C and K, and read tq. PROCEDURE FOR CONDUCTING ACCEPTANCE Ti7W 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, insert a pipe probe, by boring or jetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add ai: slowly to the portion of the pipe installation under test until tt::e internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the intLrnal air pressure to reach 2.5 psig. This time interval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test in table similar to ine shown on reverse side of sheet. a By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values into the space for "Time Required in Seconds." 13. If the total of all C values is greater than one, divide the total of all K values, by the total of all C values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. CITY OF TiGARD, ORE, ENGINEERING DIVISION, P W DEPT PROJECT INSPECTION REPORT JOB NO PROJEC 7) DATE: PROGRESS' - &-Ir- Of-S L) tlAl INEATH ER: ------- I N V CITY OF TIGARD, ORE. ENGIr, EERING DIVISION, PW. DEPT PROJECI INSPECTION REPORT JOB NO. PF OJECr—:r f7 'r- If n ATE'. PROGRESS no 14� le4elfl — Z2�) ;,4) NCTES �_ \61 F A T H 97R INSPEC UNIF: ;D SEWERAGE AC ;NCY OF i J 'WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF DIRECTORS 1500 648-8621 DANIEL. O. POTTER ELDON ROUT, Chairman General Manager VIRGINIA DAGG Room 302 WILLIAM MASTERS ROD ROTH BURTON C. WILSON, JR. May 11, 1973 The City of Tigard 12420 S. W. Main T',gard, Oregon 97223 ATTENTION: Nick Hiebert, Director of Public Services and Facilities Gentlemen: RE: Backf:.11 for Sanitary Sewer Construction in Summerfield Subdivision This letter is to confirm receipt of your letter of May i , 1.973, concerning the experiemental use of native excavated material for ba_kfilling of sewer trenches wit:1in street right-, of way, Phase 1 of. the Sumv �rfield Subdivision. Will you please keep us inf3rmed of the success and/or problems that occur d.iring construction and during the one-year gl.arantee period after completion and acceptance of the sewer by the City of Tigard. Sincerely, Stuart. L. Cato, P. E. Staff Sanitary 1:ngineer SLC:ed RECEIVED hiNY 15 1973 ITV nF TIGARD CITY of TIGARD, OREGON SUBDIVISION IMPROVEMENT DEPOSIT-FEE COMPUTATION SHEET PROJECT NA9F . .�vrvrn�� r 1(,1e-U (1) Project Per it Fee (City o►d�88-46, See.$, Par. A ).. @ ly, % ofestimated improv,*�Pont coat .016X i2C ' I�OG� (2) Sewer Plan Checked Fee(U.S.A. Ree 70-12, Sec.9,Par.°B ): @ $10.00 per lot with o min. of $100.00 (a) $I0.00 X 84 (no. of lots) . . . . . . . . . . . T , (b) min applicable ❑ C pAr,-i Or t f RGvt a>t�V (3) Street Lighting Fee (a) PGE Lighting Schedule No. (b)Mtt•;y Rate Option No. ype of light lumers —b pwnsr,�1 a°°n X( e (mthly rote) no of lights P type of pole _ _'� mthly ruteXZno of poles — 9udtotal) . A Iy . r = 12mth'e s . . . , 2yr=24mth's subtotal X(no of —.I h7, Tc be n ego '�rs� �s Par trl+1L;>t'A" (4) Sign Fee (item r mefoilotion) ;per sign I (noof sign) Stop 15. ' X Street Sign X Gems. Stop/9t. Name $ 40."`" X No Parking De� X X.S. ="=,4 � dna ��_ (misol, type) x (miepl type) lubtotal . . . . . . Receipt No. Uate Pal .3 GRAND TOTAL #.,- 'V� i� oheek REQUIRED ❑ cash I,3Je : ten+ 3 CJ money order ar. )e, :.,dq�Lle�ee� CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - J --- -- PROJECT TITLE: LL 77 6,p" 06-G PRC' ESS, TO DATE : ,[E if _ hk�0 A-14 llf!_TLS �-lLl .' "Ag",1.0"i)/ 7= . SPECK PROBLEMS' �_�-U� S_. _ rAlp,01� !QVD I - g� EST. °/4, PROECT/ ITEM COMPLETION;-17570 SAA A IN SPECT0R/ kuAlL CITY OF TIGARD, ORE ENGINEERING DIVISION, P W DEPT JOB PROJECT INSPECTION REPORT -5' PROJEVel)l DATE' -,-7 PRPW� ,ESS.: CAJ F- N OT E S: 4-1,14 WEATHER: INSP-- , 'OR CITY OF TIGARDORE. ENGINEERING DIV!SION, PW. DEPT PROJECT INSPECTION REPORT JOB PROJECT T DATE A - - PROGRESS WEATHER INSPEC—vo-ii7� w Avoid Verbal 11essayeS A-1 II CITY : F TIGARD _._ I C K y_ From:-- Subject: ;Lh-"M=--f , J Date: ��CrC =/-e - Te caves/r zC /Ob l J9pC "r"e*11.L 'r0r mi7IH 1 �,��IN l x PrGItC7 v41lr2.rvia) '001"'001" S an arc/ w 4 ' wl�h r�e .,•� '� t r �o H v c.G C-s . Q UT • Jr 4,6"v&4rclIr_ cw�w,r►-��1 f a 1� �pr ti� Jr"vii I:)r io 4C X44 �C�cJ Ifo-'n�!c_)��, II �nJ 4 f �Y1 E,,A 6r4 NQ " 4c Cvw1/ Ir�HcC reCkvle►14 ' Is.CS C Mit=Piz toonjiillemS �7n µ�{fIC- = ridmi�lire / r -rertd to l ^i V�rl *644 or c R l✓r ONI" i l (� r!ar+d C"'-.s w/�re � .l✓►f =wDrr eT ) �ipr l S pro 4e CITY OF TIGARD ORE, ENGINEERING DIVISION, P W. DEPT. Jog No. PROJECT INSPECTION REPORT PROJECTI' lht�'I �'- J� - - - - - - -DATE: ?--73 --- - - - _ PROGRESS: /' �f_._ X l- "�7"rFu �4�- r � ,� C_ NOTE S: _ -��-o�c1t,/ 1?�i►/�'�ti..11.�G ��ivn_.--rl.Lf'.5�.�.�._ __ of ---- ',WEATHER; INSP )R X—c" F� CITY OF TI GARDE OR E. ENGINEERING DIVISION, PM'. DEPT PROJECT INSPECTION REPORT JOB N0. _ PROJECT_T'? F ^TE e5- 7� --------- --- _ - - - --- PROGRESS . %IDIC.. NOTES : 04 WFA HER ��--4-15 - j --- - - --- _ -- --- --- I N S P E C CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. PROJECT -- DATE .__:: P R O G R E S S T O D ATE SPECIAL PROBLEMS: -. EST % PROJECT/ ITEM COMPLE710N:- LoZ_-,s- ': <7 INSPECTOR.,�.�1. A�� CITY OF TIGARD, ORE , ENGINEERING DIVISION, P W. DEPT. JO8 NO PROJECT INSPECTION REPORT _ - PROJECT DATE: - - ---- _- PROGRESS' ��I 00" /i✓ �(,� '"�� - NOTE S'—,M WEATHER; CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO, PROJECT T iT_F 7 ? / L -- � DATE' _ , -- PRO _r ESS . %lJ�C G��tJ.� �S mac_'f1e g6-F NOTFS WEATHER .o cj�V r 5L) ■ CITY OF TICAR P o. Box 23557 12420 S. W. Main Tigard, Oregm 97223 May 1, 1'373 Mr. Stu Cado Unified Sewerage Agency Washington County Courthous(� Hillsboro, Oregon 97123 Dear Stu: on several occasions we have discussed the standard specifications of thr. unified Sewerage Agency. I believe we both agree that some changes will be necessary in the future to allow for different methods of construction. Since our conversation today, t have decided to allcd the developers of the Summerfield Subdivision to use nati,.•e bdr.kfill in the street areas. The standard specifications shall apply in the pipe zone and at any times LLe city feels that the ground conditions are not suitable for native backfill, the standard specificatiu ns shall apply. I have expressed to the developer that this experiment is only authorized for phase one of this project. If you have any questions regarding this authorisation, please fuel .free tc all. Sincerely, Nick Hiebe:t, Dirocf.or of Public: Services & Facilities NH: lw e, CC: Rill i am McMrinagle r CITY OF TIGARD, OREGON * SUBDIVISION DEVELOPMENT PROJECT GE14ERAL INFORMATION SHEET T. PROOFCT No. : I. T,POJF.C'7 NAME: _ stAWRFIELDY(PHASE I - RFSDIDENT'IAL) SUBDIVISION________ 9UIVMRFIELD PHASE I dated: .12 / i 1 I. DRAWING (TITLE) -$tswot-�mpre�+reeier�t Ptanff-� -.12- __/72 sUMMERFIELD d�t(,d:--5 i i 73 I J. PLAT (TITLE) __ ___._• North of Durham Road & V. SITE LOCATION: , VI. PRINCIPALS: (Franklin Service Corporation) (1) DEVELOPER- Tualatin Development Company Inc. Address Tigard, OR 97223- - � Phone No.____� (2) DEVELOPERS SURETY AGENCY:._._�...-____._.__ Address Phone Ho. Pend No., ..._._.__.__._.... rxp• Dite.,_/_/`.. (3) ENGINEER: J. ._, J. Harris - (Harris - McMonagle Assoc.) AddreQsTigard, OR Phone No432-3453.. - (4) INSIPF,CTOR: Leonard Cook Address_Cid of_2j"r.A .-__ __.. ., Phone (5) PRIME CONTRACTOR: _...__ _. _• Address_--_-...._.__---• _ _.-. rhone No._.__-.. . ._• (6) CONTRACTORS SURETY AGENCY t,___,-_ Address _._.. • Phone No.___,_ ...-� Bond No. Exp. Date / �- �• (7) SUB-CONTRACTORS:_ • Iu:,-:t: Street Sewer, Street Light, or SUBDIVISION CITY OF TIGARD +.)RE ENGINEERING DIVISION 0W EP PROACT INSPECTION REPORT JOB NO-_ PROJECT 'TI PROGRESS: _ �� 1,11 S S11rl /�JLL/ /�//}� 1 r _ — r rT s 22> �- F + !VOTE 3.__J§;P- /v!"I-_A6—�c� IN .►�i'r>.. .Nw. ♦M�VRLI�iY_�/l w wN-.11��..N� CITY OF TIGARD, ORE. _ ENGINEERING MISION, - A OE P" PROJECT INSPECTION REPORT ,1 C19 NC. PROJEGr - -. - -_ PRo GR'c.S'3I"-X�Fti"TFO /N[_/fit; Uf v _,� B__ NOTES WEATHER CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - PROJECT TITLE'- DA T E ITLE:_DATE : — ----- _ -- -- P R(:G R E S S TO DATE : AZZ Tl9Z40-,© JAW, SAlPL E--/e 'AM/.✓�Uti z SPECIAL PROBLEMS: EST % PROJECT/ ITEM COMPLETION: INSPECTOR 4 CITY OF TIGARD URE ENGINEERING DIVISION PW 1.►EPT. PROSECT INSPECTION REPORT r. JOB NO.-. PROJECT IDATE: ------- - - ---- -- PROGRESS: -. V1 A T H F ..+�..-.•r.•nyw w..arw.... .war..,.... ......w, CITY OF TI GARC. ORE. ,'IRO JECT'ENGINEERING INSPECTIONNREPtORT i iJoe Nc f DATE: - PR0oR!_;.9ax rEti�, •E,0_ . lti � '_ � �S7`� ",�r' 25 r - -7z7 - N0T E S ;,�G �/� G �o,E T /'�J_eaje - /9$-- UIcr s D/✓ /y1 cvz,3p�- WEATHER INS" r A I CIr � 0 0 /P�✓�� a � ��p 86 n J i I 6 0 I —tom- /'. ,�,ra fB7•, I I fes? 4p P 0J �' 1 � 0 �� W 4i 0 j � �,.1• '• �P CvR -- ` � I �: 2��•i 3 'r �� 00 , NR To A< ; 1 ! I I ge 7 c?,� t&7�`OD 1 2- -2 ' y 1 20 [I I ,� -7 /97'03.8 .35 2, '•- Z V 9,.3!p Da I 717 Jf INF d 3 77'3 41 It c, \ I � ris�, ' � A• I �r 22-0 va � � goo c, n0 n I O \ 13 jV w c� N ! [ 0 /�B-6-y _.._- .; 4 -� __.� / 207. 'yo our Q `lZi �; ., ,1 It x y 1 f 11 N ,� - ` M 1". " 14 j r', �� Q '1 �1j f M i ! ( r0 = 2 I3• 7 { i (✓' J ___-___�—_ �y.6 � i --r- ��y�P�r� 20 1.3a S I � 0 �' • N o' �o p !.?/•S $'iP f• "-6ta��s.-� y9 6 8�� 7'S=. y� ,0 �_ o N 3- —Tz� 7 I I �7p l fDo / too I2 ;Jr' 3 }BOGS s-Q lfy�s� ,;5 cry % 's°`- s•E. �as:ao SN ZA rte. D' O r• 7 71 68 247r 11 k 9. 0 V03 _5. /1. /YE 73 �, , ,�.... ,'; �. �,..�8 2r �� 26 fs s o• ooyoo / ,Lky 58 c,1P•b'Z ,0 y G-� �. -: 11639` 2*�' g' E 7 p3 20 �- 3. t-",r 8--sr !2!•62• ? .'� c ti ` rEB-6�/" S\ 0 q0 r' 1 0 E. . 196 i j,, (( [ 1✓[ !'L �! It / /�� 0/'T AL —�� DESIGN SCALE . REFERENCE INFORMATION AND NOTES: r r SUMMERFIELD �....:I��.. SANITARY SEWER . � 1(•ih, :Li k, JOB NO. ► r / , TRACED (PHASE 1 ) 6.33 I � 5 - PLAN 8� PROFILE !� ,.�. SHEET CHECKED 1 '" 1 ,,�- I I � I:I: i` - NIs NI+ ►N.\1i1.1 .��1V1►c:[XI'1 .` �� ,.a ��', ,T 3 0� q t. .,�f 3 a� 3 _�� R _12 ,3 ►�«.., ,�. — — REV. DESCRIPTION SUB. APPR. DATE DATE .,,,, „\ +•uS & 6 G I LINESN+N1h:►t► I �I. �.r1eM,a•r •7'•I,. •.cru. ►nta:►►►►� 11721.13 OF REFER TO TRACING FOR LATEST REVISION A B C D E F G H _. 13UI1I1E R'F 1:E'LL IVIG ;I. — _ __. _. _ — ------— _ .-- --- --- ------- — --_ ____.� ------- - _ - — — - ----— _ ----- --— ------- — -- — IIF i -- -- , :;81' s1�1 "' -wm+•r+v,. tvx r•.ar•v .�. ;,k�ylyiw -.. ... "�' rn._ •+•.�:..�.� .1ir+ :..�a't:CR`. ...._._......�_. I* Ir Ili lF� !!17'111 111 11 '►li 4lf 11Iji 1l1 I(r�lji'tji 7'l l I 1-.I�i 111 ' a 1' - [�► I �1 ' ( � + I I 1 ( ( I ( I I ( I ( 1111111 11111111111IfIllIIIIIII 1111111I11111111111III 111Jill 111111111111111rlllll111111111111111111111 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 18 DRAWING IS LESS CLEAR THAN A. THIS NOT ICki IT IS DUE TO »r _PE QUALITY OF THE ORIGINAL RAw ING. O£ 62 92 L2 9? S2 112 £2 ZZ IZ OIZ 61 of L I 91 S I b 1 ti 91 11 01 _l--_-6' 9 L 19 SI•- ,�--b1 EI••. ►►III1111111111i1loll 1I1111�111I�d�lllllll�llnuulllllllllllll�l►l►►►ll�►l►�iu+�u11111111. 111111lllullluIII111n.:1111I1IIIII►I�IflMlilnllli ��iIIIII�IIUII1fllllluluu�Iullnn�IIuIIS111111U nII�IIIIII111lulnuluullwl Wu11�1wWlltl►111)IIIIIIlIIIWlnll ,� JULY 6 1992 � 114 SECTION II T2S RIW W.M. S•W V4 SECTION I I T2S R I W WM. 2S I IIC SE 2 S I I I D SEE MAP WASHINGTON C U TY GREG, N WASHINGTON COUNTY OREGON 2S I 116 SCALE I11 = 2001 SEE MAP SCAL.� I11= 2001 NW CO" -- - - _ " ---'--- 2S I IIBD n _ N E.COR. C. '6"'"" *' V.-----�M URDOCK 60 SOLEXO RICHT RDSON RICNARD40N _� ._ -__ STREET r�BEG. CR Bis DLC 44 10 Y - k 59020*E. 649.44' 880.0 G.L.C. NO.44 J i I � I N � O SEE MAP 0 in CANC E LLED 2S 110A - wi TLS 600r (.701r 800 12000 300,400 5 0 SEE MAP j 2EEI MAP SEE MAP 2S I 111301j 2S 1 11 AD I . 1/4 SEC COR. INITIAL POINT 40, MARGUERITE OCNB I/4 SECCOR. /'!!/,%4 /�/ ��/��/�/��y��/�/i�/r.�'•�� '' %.moi .:ar!?�ri'/'i �" ,1 / ,� //' y � 9/l�''•'^' +��.�y'>a,.,.iw,1 ,�nyi�APae�r,7P�^rr ,w, SEE MAP 10 6 m 2 S I I TCB 0 \- 1 -- W) N s, � - 2213 8 I z • c; i' s. 99°68'E. -� --' '-- 4� --- -- • _- X65• 234.96' 390.09' 377.02 377.02 1171.50' BEGIN 727 -- --- t/� �_ ' ,%'s�� i�%✓� �/ - _.. %i;; / �/ :r STREET O 146.85 1333 /""' ��" � //�r/:'�'��' ERM. C.R. 727 r0 333.3' N89'58'W. �. + 267.3' 1 1210 200 26 ._ 11.421/2CH. 377 02 IZ IS CH. 333.3' R=20 --- 1 SW HQ - 1201 1200 1300 5o 1500 1501 1 N1 1001 \� 1000 h .64Ac. r +1 .44 Ac. 1400 1600 I /./eAc. 1502 /7.S7Ac. Q� 3 7B Ac• m m /.23Ac. 3/B Ac /.09 Ac 900 _N LLQ ��<� ♦ N N I.Y.. - - 15.70Ac. 1457 ae. ---� 12.65 Ac. !Ao o Qo z I A N 88 48 E _ -° o N Si 3 156 _ 1I4G8 .14 p O'n o � 1 fO 1 02 Q -� tL� -- -� 33.3 vi i '� in .30 Ac. 0 � go � m j �� ! o - 1301 MCS"'l1.�207 - a 5 ° ' 2.67Ac. O C? L o 9 Iss 1 -, --� LH - 1%714 _ I700 1 aIr I S W KABL E c T 5 9/Ac. I I ; r _- -- ------- I 6 �� o C7 i • SE COR N 68°38'E. 1325,20' i � -II it 90� 83/212 SEE MAP 9.e/ Ac - / II ` c s. I/a cH2S I IOD O754.87 II00 o 1 L 7 I 333.3' 267.3 267.3' 1 2473' 9.15Ae- 00 1034.0' N.49634'W 2"3q*80 8 N LL, 16 o) n n 754.88 v WEST 133056' 1000 Iloo 1 9.14 As. 29./6 Ac. 23m73 I w 1 i L L f� � i Fa- � 1050 72 �tl' 754.05' I � -2000 -- 660.0' N.89°58'W. - -- r - L•M -- -- r- o - --- 377.02' --�- 756.19 l 09A 589,08 I S89 S7 E 57S 759.4 754.59 11 23�73 \ I7 n " 99Ac N = 1501 1 400 1300 ~ ld.B4 Ac. a CD N 18 ze.00Ac. 9.13 Ac. LI cn V 1. 23-73 23,111111180 100 2200330.33' I N .66Ao. 3./9Aa 2300 60n /.90Ac 2501r G.57 Ac. I o, 330 - _I 2 77A . I r.._ 120 v h D �t c N 75 ,F '1401 N 40 M a z (C.S.No. 1084N 10 w n N Q 0 OI 7 424.b-, 754.87' 22 I oW m 20 19 NI 1301 25CO c o 8.66 Ac. 3.?3Ar I z e I 12 N --.-- SO 112 a a �. 1500 t h , I C S, 12819 1 SLA IMEF'F T E LD NO i m A 9 OF �.�, 2400 =N I R A .9197 50AC - ,; e 60 =° INITIAL POWI I 12 IO I I Rs i r S ALD[R8Ro0k N Tao' 744 i7' 4------ - 569,08' 673' L-112 --- 2S I IID �__ w0.P Nc 2 "o1m P1 No.2M ` 0 �R Ne 2049 ,.R No.Y044 � �H A M - � C.R• 4!9 ROAD R T .C R 429--- •-�• 14 r, NwIA11��11„ 14-1 49 4I'ktI 11Il1tiilll'I1!'�II11 Itiflll�lfll+ I'I1,1I111+1( 1111 Illlf (I tllll`Ililll IIIIIII 1111111I1111f1rIIIIIIIIIIII1II11111�IIllllllllll111lIIII111lItI�IIIIrI1IITMIllllll11111lllltll111 �• J, . NOTE: IF THIS MICROFILMED ! 2 3 4 5 6 7 8 9 to II 12 DRAWING IS LESS CLEAR THAN THIS NOT ICfi r'IT IS DUE TO QUALITY OF THE ORIGINAL a �,�- �1 .. .�'"16►_..A/DRAWING. _ __. - -�-._-__.-.. -_. - ___ ..____ _ _ - __ __--_- ___ -- _ - - - -- ------- - - "w OE 62 92 Ll 92 S2 U2 EZ 22 12 OZ 61 01 LI 91 LI t,I E1I ZI II 01 6 9 L 9 SI-- �,--Ib 'E••- �,r�'"P�� rlllltlllnllltnlllnlllull�u�lniilnl�lulUIIIIIN�IIullu�h�Hlna4u��ailbmluululllllulllllltlltlll�lllutlllUltttl�INllluil illllt►1�11t11tNr1111tluultutlltt111tNIt�ItIN '�tlluullulllullnu111ul1llll�MWUJ1�Ilu1Wl�U�►uJIg11i1WhtH JULY 6 199 CETY OF TIGA.RD URE ENGINEERING DIVISION a W '.SEPT. '�ROOECT INSPECTION REPORT JOB NO.-- �' PFYOJECT TI '. --- - -- DATE : _ ' PROCF�.�55: -- . . �� qCTE CITY OF TI GARD, URE. I ENGINEERING DIVISION, ) v1r i)EP- ' PROJECT INSPECTION REPORT JE ol a vVC ATHER INS (5 03) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 April 24, 1973 City of Tigard ]2420 S. W. Main Tigard, Oregon 97223 Re: Summerfield Street Lighting Attn: Mr. Nick Hiebert Gentlmen: As the Developers of Summerfield, we are most anxious to create a community which is unique and yet outstanding in all respects and one which not only will be a credit to ourselves and the residents on Summer- field, but une which will be a significant credit to the City of Tigard. 011e of the key elements of a neighborhood land plan is the way in which the street lighting is handled. Therefore, with great cansideration to aesthetic values and tampered with adequate safety measures, we have been consid- ering all possibilities available. In general, we propose the following lighting program for Summerfield: 1) The main spine road (Summerfield Drive) is to have has street lights spaced 150 feet on center. This program will extend from the main entrance to Summerfield (500 feet East of the Pacific Highway on Durham Road) and extend through the project to S. W. 98th, in 1973. It will take approximately forty lights for this section. The light standard will be 8- 1 /2 feet in height with forty two inch-three mantle gas lamp fixture mounted on top. 2) P%ase III and IV of Summerfield extends East of S. W. 98th. End will carry the same lighting program for the extension of S. W. Summe rfield Drive. 3) The residential areas of Summerfield will be illuminated with individual gas post 1p.mps at the sidewalk and in front of each residential unit. These gas lights will be approx- imately fifty feet on center and on both sides of the streets. Further, a light post identical to the Summerfield Drive standard will be set at each intersection for illumination of the intersections and of the street signs. i City of Tigard Page Z 4) In addition to the street lighting as outlined above, there will be a variety of gas and electric effect lighting used to compliment and accent as well as illuminate feature areas throughout the project. We hereby respectfully request that the street lighting* permit fee as set forth in the Subdivision Compliance Agreement be waived at this time so that we maybe permitted to proceed with the platting; of Phase-I and yet be allowed additional time, without delays, to develop the most arlvantageous maintenance proposal from the Northwest Gas Company. Even though this proposal is excitingly new and ino,•-itive, it is a new procedure for both the Gas Company, the PUC, and the City The rfore, mor? time is needed to develop a proposal which would be satisfactory for all. concerned. At the same time, we cannot afford additional delays in uur development schedule. If for some reason a satisfactory arrangement cannot be reached b etWeqn ourselves, thrs r'4as Company and the City of Tigard within a time limit-L9 . _ be se.t by the(ity of Tigard, we hereby agree to install the standard street lighting in compliance tlr. City. subrliviaio-a agreement. We are , however, hopeful at this time that our proposal will be welcomed as we believe that it will be the finest residential lighting program ever installed in the State of Oregon. If you desire additional data we will be pleased to meet with you to further assist a decision. Sincerely yours, TUAL. ,M-DEVELOPMENT CO. , INC. Geo{ge J. Marshall, Vice President GJM:fa CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W, DEPT. PROJECT INSPECTION SUMMARY JOB NO. —_ PROJECT TITLE' DATE — — PROGRESS TO DATE: L' /) IA-1' oSAouf •SE—s�/�j /T' ___..-.._._---------- SPECIAL PROBLEMS: ----__ EST % PROJECT/ ITEM COMPLETION.' r � � ' �- ski✓._ _S~E-cc/�.�.�_ INSPECTOR_ CITY OF TIGARD URE ENGINEERING DIVISION OW DEPT. PROSECT INSPECTION REPORT J0B NO PROJECT TI _ 4-,o 7 DATE: PROGRESS: 4 dC,T C !4=ATNF .- •••••• .+.._.._�..� -.ria...a..� www....ter._... .. ,.w.� •.. •rrewlM�NMr CITY OF TIGARD. CARE. ENGINEERING DIVISION, ) * 0EP' PROJECT INSPECTION REPORT - .- J08 NC, PRO•J E(T r sir 6,U_l DATE: r -- - PROGR .$5 ,Nf ATI Fis 5- - - - -_- . INs'' . ._-�� L-J— _ . m F. a DEPARTMENT OF h ENVIRONMENTAL QUALITY Z ..•'859 V �• 1234 S.W. MORRISON STREET • PORTLAND, ORE. 97205 0 Telephone (503) 229-5696 TOM McCALL April 17, 1973 GOVERNOR DIARMUID T.O'SCANNLAIN Director ENVIRONMENTAL QUALITY COMMISSION B. A.McPHILLIPS Unified Sewerage Agency Chairman,McMinnville of washin4_ton County EDWARD C. HovMS,1R. Room 302 Springfield STORRS S.WATERMAN 150 North First Avenue Re: S - Unified Sewerage Agency Portland Hillsboro, OR 9712.3 (Tigard) GEORGE A.McMATH Portland Attention: tir. Stuart L. Cato ARNOLD M.COGAN Portland Gentlemen: We have reviewed plans for proposed construction of Summerfield sanitary sewers, Phase I, to serve 86 residential lots. This project is herewith approved subject to ratifica- tion by the Environmental Quality Commission and the attached standard provisions. Two sets of plans submitted are being returned bearing our stamp of provisional approval. Very truly yours, DIAII14UID F. O'SCANITLAIN Director Harold L. Sawyer, Administrator Water Quality Division CPH:cjh Enc. cc: t•letro District Office cc: Washington County Health Dept. cc: Harris-McHonaglr, Cc: City of Tigard cc: Kinq City cc: Tualatin Dovelopmt-,tit Co. DLu I 1. Construction of the proposed sewers shall be in strict conformance to said approved plans and specifications. No changes or deviations shall be made without the prior written approval of the Department of Environmental Quality. 2. The installation of said sewers shall comply fully with the recP-- lations of the State Board of Health and Environmental Quality Commission regarding the relative location or separation of water and sewer lines, which include the requirements for 18 inches of vertical clearance at water and sewer crossings with the water line located above the sewer and 10 feet of horizontal separation for parallel run; unless cast iron pipe with watertight joints is used in each instance. 3. The construction of said sewers shall be under the supervision of and shall be thoroughly inspected by the design eng..neer or his authorized representative who at the completion of the project shall certify in writing to the Department that such construction was inspected by him and found to comply with the above requirements. 4. Construction of the house or building sewers which are to be con- nected to said sewers shall be of the same quality and meet the same requirements with regard to materials, watertightness and location and shall conform to the state and local plumbing codes and restrictions. 5. No roof, surface, foundation, footing, or other ground water drain lines shall be connected to said sewer system. F DEPARTMENT OF f ENVIRONMENTAL QUALITY 3 � .� ' 9 1913 ry nF TIGARD 123,9 S.W. MORRISON STREET • PORTLAND, ORE. 97205 • Telephone (503) 229- 5696 aF.rl l 17 vuAlatia sjevleytm"nt c.'ampany 1S190 S. x. lice &vvftUv Rai :A �triBler�! t�e�+�exa�• A�«tee.y Tigard, (WH 9x7223 (Alga City) Attrntiov Mr. Geer" karshall C.rn t 1*-�'% , In keoult+-t wici vrnvicua n-ctrgmswnts this Ofti,ae ar+i� iu4latia •3 +clap .e,t (:Umv'aay, we are F"00401h.1 aewrrr piano Lot awtwierw to tr:w prarosw-t j.,+wrrrtakld �wr,�ilvialet, non,', Lou ►�eaem 1#0t►i10 l �i+e s�aysx, St IN twtnn that. initially thero are pm oaa4 *6 iota to 1%* eefvac� in i�amm*rflelu aittl lf,ri 3a trailsr �� ler the, a rsll� itcwe., psrF . !ry air r.rr, tw ana,yr.r twa:: OccutaCy Of sear rwaeovie, ww terK„Kak t�tiae: r4 a ra,tgy wa>tn in aas ae�emntin, of wctcual meter oeat+watioea is treyane two 4raea4 and •uUmit rash %'outhly to the u•upeattrar��t of rnvirmu a at•l ,?nal ity. Yfti s will amyl, to da►1le►Mat• t!>nse tonneariafi• ours"r ALAq 'Aty 40-1 yrOvi4* # mmtP%04 for tallying c-0mY+acti0ra in the ook,jl• hemp tart wheren ptnwMt+t ylaAiwttctts ':'sooty iarncwIurpa +rrer Lnaaiaqutwte !r►t ICelRYlCtiti►1�e Ln�ivl '�wa! trail•x °ra[►lt�XMt. if this is raaecort"ko to you, tole"* lot W knew. 'atherwis*' w* will wativsipnt* "'AT"') Crew, ye"r "Onthly on the total %, r of Wta�riACtipri• to t1�n Ambe ae�wrreyr ayat.an aft- tbo n�gnie+tlll In tJlw Mraud auwlwieione snd .totalln :mm* liar% Vary tteely yours, 6144101a ly. p'0 Aler/L,AI". nir"tor ta.re�ld L. Sawyer, ktaini•trator s',x c�►e itat•r .Mality aivtai�fn cc fietro airrtrict Iftitio oa t+ea lieegtom Camuty 1'0e1th — t cc tyeitiod how*r6jr Agw#Wy of wa hi"tatft "Ounty tccity sof ti+vari .N Kinq (:i ty coo PW UP 2 CITY OF TIGARD, ORE . ENGINEERING DIVISION, P.W. DEPT. PROJECT INSPECTION REPORT J O D NO, � _– --- -- PROJECT TITLE: F- � ,�,� DATE: PROGRESS: _ r'- -- �49' G S/¢N. �'�G✓ 2 ��/1' _.. _ o -,_.L NOTE S: -._ - ----- WEATHER: -_-WEATHER;. _�� -..r----- ----_ --- INSPECTOR--,00 CITY OF TI GARDE ORE. ENGINEERIN DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. _ PROJEC f .TITLE (��/E.�_d -�— DATE-- -�t– PROGRESS ' NOTES WEATHER INSPECTOR INKAIMMILAMMMUELm� CITY OF TIGARD, URE ENGINEERING DIVISION OW DEPT JOB NO__ PROJECT INSPECTION REPORT 7 PROJECT TI DATE: PROGRESS: ._7'1 VtrOL___ IAI NOT E S WEATHER: 14 IN ;-' --X;_ CITY OF TIGARD, ORE. +AGINEERING DIVISION, --) W DEP' PROJECT INSPECTION REPORT J06 NC. PR0JE(,r_-r' DA'rE: z PROGRIC.SS NOT-IFS : WEATHER 1 OR NONNI* ., . ...wr...... .._.....a....k�... .:AJ � ✓1rWaJM kr, ,u.MKp•...��#h�IfA:.4r�M.i.. .JAI.V. ��.x *i1 .. �y+ 1L fY WMN i STORCH CORPORATION I ENGINEERS APR April 4, 1973 CITY OF TIGARD Mr. Harold L. . Sawyer, Administrator Water Quality Division Department of F_nv:ronmental Quality 1234 S. W. Morrison Street Portland, Oregon 97205 RE: S-King City Dear M r. .,awye r. Tc, comply with the requirement of your letter of approval for the construction of modificatiom-, to the King City Sewerage Trwatment Plant, ;hip is to certify that the proposed modifications h9ve been completed in accordance with the approved plans and specifications. The formal date of completion wa:, April 2, 1973. As an item of interest, a recapitualation of the work is as follows: 1 . Construction of flow equalization tank, aerobic digester, new clarifier and chlorine contact tank was completed and the uniU; placed in operation January 29. 2. Renovation of existing plant units was begun on January 31 , and this phase of work, the converting of the existing clar- ifier lawifier sludge return system and conversion of existing aerobic digester to a reaeration tank, was completed February 8. This completed the major items except for the screen. 3. Screen was delivered February 28 and installation was completed March 2. 4. Flow recorder was installed March 6. The records of flow indicate that the flow equalization tank is pe rfo rm i ng as anticipated in removing the peak flows and then returning them during low flow periods. 5. During the month of Mlarch the plant ww- verated on a " Shakedown" basis to get all components operating properly. This " Shakedown" run was completed Marc h 30. f �. d,• L w.• ..F•�.•yw�e<M�tT+'�un'IrwwwaMev v.*w•�+,,:..,�..,�p y, .. .. r ...j.. a:YIM�:. .4lkarcc ' +auAs•<��1T�`. ..,. ».... :'aMst'�"'.. _ . . .. _. .,.t.rw,.�.ttiaorli'la.,,... April 4, 1973 The new tanks of Item 1 proved invaluable during the trarusi- tion period of the existing tank conversions and for periods of equipment installation. Their use in retai ning and/or treating plant flow while construction was in progress made it possible to perform the work without discharge of untreated sewage to the river. " The testing period as discussed in your letter of March 28, may now commence. The tests that are to be made are set forth in Mr. Marshall's letter to you dated April 2. Tests performed during the past few weeks have indicated that the plant will attain the degree of treatment required by the Department of Environmental Quality. 4 Very truly ur^s, i' STOF�►i OF %) Geo r. M. Jabs ' GMJ/krn cc; Tualatin Development Co. City of King City, Unified Sewerage Agency Metro District Office City of Tigard Washington County Health Departrnent Washington County Building Department i l J - I I. �Q I �n °1 O o � U f- Sti33NIE)N3 I NOi.LVt:IC3titi(JO H3t(O.L£i i AM CITY OF TIGARD URE ENGINEERING DIVIS10;A PW A )EPT PROACT INSPECTION REPORT JOB NO.-- . PROJECT TV DATE: PROGRESS: NOTE S:— ' �FATHER: V CITY OF TIGARD, ORE. t.NGINEERING DIVISION, - W APT J06 NC. PROJECT INSPECTIO14 REPORT PROJEC�'_T' DATE: .. PROGRIESS . WEATH'iR_� —mad" i i i wP (503) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 April 2, 1973 Department of Environmental Quality 1234 S. W. Morrison Street Portland, Oregon 97205 Be: - King City Attention: Mr. Harold L. Sawyer Gentlemen: Thank you for your prompt letter of March 28, 1973, Upon receipt of your letter we contacted Mr. George Jacobs of the Storch Corporation to prepare a certification of completion of our King City Sewerage Plant e)q)ansion program. This should be forth coming to your office shortly. We are now prepared to start the effluent analysis requested by your office; the object being to prove the waste handling capabilities of the modified facilities. A sampling; value has beer. :nstalled in our effluent line on the discharge side of our pumps. All effluent samples will be collected at this point and composited as requested by your letter. The analysis that we are prepared to run are BOD, TSS, VSS, and membrane filter coliform bacteria. TIE-se analysis will be performed on a daily basis until satisfactory operation of the plant is shown. The Prvgrarn will be c nducted by our treatment plant Operator, Mr. Doll Snelling, it, ,aboratury and reported to you on an agreed schedule. In addition to the above testing, in-plant control analysis and effluent screen efficiencies will be made. This information will be available to you if you so desire. Department of Environmental Quality 1234 S. W. Morrison Street Portland, Oregon 97205 Page - 2 We trust that this program will satisfy your testing requirements, and because of our keen interest in this program, we will be anxiously awaiting your reply. Very truly yours, TUALATIN DEVELOPMENT GO. , INC. George J. Marshall, Vice President rJM:fa cc: Metro District Office Washington County Health Department Washington County Buil ding Department City of Tigard ,-)uilding Department City of King City Storch Corporation Unified Sewerage Agency MINE a 1, Y4. DEPARTMENT OF r EI'll VIRONMENTAL QUALITY 7, z a�4 RECEIVED X, 1234 S.W. MORRISON STREET • PO f , �W205 • Telephone (503) 224 55696 TOPdI McCALL GOVERNOR 417rrh 28, 1973 DIARMUID F.O'SCANNLAIN Director _t:VIRONMENTAL QUALITY COMMISSION B. A.McPHILLIPS Chairman,McMinnville EDWARD C. HARMS,JR. Tualatin Development Company Springfield 15300 S. W. 116 Avenue STORRSbSS.WATTERMAN Tigard, OR 97223 Re: S - Kind City GEORGE A.McMATH Portland Attention: Mr. George "4arshall ARNOLD M.COGAN Portland Gentlemen: You have, by your letter of March 22, 1973, proposed a testinr neriod for the modified sewag_u treatment system of from March 5, 1973, to April 15, 1973. We have, as yet, recei•red nothing concerninn the testing reaime or the analyses to be reported. Our thinkirq has hien directed toward achieving a monthly average biochemical. oxvner. demand and suspended solids less than 10 mg/1 at t'le lower sewage flows, and treatment of design flows sufficient to ensure that no more than 34 pounds of biochemical ox,?gen demand and suspended solids arc discharged to the Tualatin River. It is recn.iesteci then that you nrovidA this office t,fi.tb. daily effluent biochemical oxygen demand and suspended solids data for r.o less than a 30-d3v period beainnina unon certi- fication of the project's completion by the design engineer. All sampling must be comoosited from at least four different representative samoles over the clay and at a voint fnllo:oinq the old chlorine contact tank. Dechlorination anal reseeding of samoles are essential under these conditions. 'Totalized flaw data s;inll be renorte.a on a daily basis as well. Re: S - rang City March 28, 1973 Page 2 The data will be then evaluated by the Department of. Enviroru�ental Quality and you will receive an answer immediately following the data evaluation. If you have any further questions, please contact this office. Very truly yours, DIAR,'4UID r. O'SCAti:dIAI�I Director �41uj�- :Iarold L. Sawyer, Administrator ',later Quality Division PDC:cjh CC. :Metro District Office ,tt-c: City of Tigard cc: Washington County health Dent. cc: Washington County Building Dept. cc: City of King City If (503) 639-,3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 March 22, 1973 Mr. Harold L. Sawyer, Administrator Water Quality Division �;"�'�"'� V�� Department of Environmental Quality MAR 2 ()' W3 1234 S. W. Morrison Street Portland, Oregon 97205 CITY OF TIGARD Dear Mr. Sawyer: We are in receipt: of your letter dated March 15, 1973, and we appreciate the release of sixty permits to allow us to con.mence limited construction. In your letter, you indicate that conditions 1 throw gh 4 appearto have been satisfied. We are extremely pleasedcwithh the�wlork that Mr. George Jacobs, of the Storch Corporation, has done and the physical work that our own crews have done to increase and improve our King; City Treatment Plant. We would like to invite you and any of your staff Out to view the new facility at your convenience. We will make our time available to accommodate your visit ;t any time. The improvements to the overall system that have been done are in ex- cess of khose requirements outlined in your letter of September 12, 1972, Perhaps the most noteworthy is the sealing of a majority of our sewer lines through the Gelc.o System. This ha s eliminated an infiltration con- servatively estimated as 100, (n') gallon per day during, the rainy season. Several months past, I talked to Mr. Curran at your office and I asked him what the criteria would be to satisfy condition number 5 of the Sept- ember 12th letter. He told me that the testing period should be no less than thirty days nor longer than sixty days. As our plant was in full operation by March 5, 1973, we assume that point in time would start the testing; period. Your department has made several nspe-tions since than and we have had very favorable responses, Also, we have hired an independent testing laboratory for additional data. Mr. Harold L. Sawyer Department of Environmental Quality 1234 SW Morrison Street Portland, Oregon 97205 Page - 2 May we expect that the testing period cease on or about April 15th and at that time that we be considered for the 600 to 750 additional con- nections that our plant was designed to handle or until such time as the U. S. A. Durham plant is in operation. It is most urgent that a time table be established so that we may proceed on an orderly program. This will also greatly assist the City of Tigard, Washington County and the Unified Sewer Agency in establishing ground rules to go by. We shall look forward to receiving your reply and you shall receive our full cooperation in seeing that the King City Treatment Plant continues tc operate to its highest quality possible. Very truly Yours, TUALATIN DEVELOPMENT CO. , INC . George J. Marshall, Vice President C',,IM:fa cc: Metro District Office Washington County Health Department Washington County Building Department City of Tigard Building Department City of King City Werner Storch & Associates Unified Sewerage Agent SUBDIVISION COMPLIANCE L.GREEMENT THIS AGREEMENT dated the 24th day of March, 1973, between the CITY OF TIGARD, a municipality of Oregon, hereinafter termed the "City", and a joint venture$ Tualatin Development Company, Inc. and Franklin Service Corporation, both Oregon Corporations hereinafter termed "Petitioner", W I T N E S S E T H WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as SUMMERFIELD located in Section 10 and 11, Township 2 South, Range 1 West, Willamette Meridian, Washington County, Oregon; and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifi- cations for Public Works construction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the r•iblic improvements required to be constructed or placed in petitioner's development are incomplete, but petitioner has nonetheless requested the City to permit progressive occupancy and use of property in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1) Petitioner shall proceed with the development, with the intent and purpose to complete ublic improvements except side- walks and street trees of said ;vision not later than two (2) years from the date of this agr( -nt, anc Petitioner is hereby hound to comply with all subdivision standards as set forth in said Subdivision Ordinance and the standard specifications adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. (2) To ensure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City . surety bond in form, approved by the City, with liability in the amount of $12U,U00.00 a copy whereof is hereto attached and by this reference made a part hereof. (3) In the evert that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limitud, upon ten (10) days notice by the City to Petitioner and Petitioner's sureties, and such default and failure to proceed continuing thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's sureties and in tha event same be not paid, to bring an action on the said bond to recover the amount thereof. In the event such action be brought, Petitioner and Petitioner's 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 costs incurred 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, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court, if any. (4) Petitioner agrees to deposit with the city an amount estimated to equal rental and maintenance fees with respect to the street lighting facilities within the subdivision, according to Exhibit "A", together with a further sum equal to the estimated cost of providing energy to energize the street lighting facilities for a period of two (2) years from the date of initial engergizing of said lights. (5) The City agrees to make and provide periodic and final inspec- tions which in the City's judgement are ne:essary to assure compliance herewith, in consideration whereof the Petitioner has 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 $_&a oto (7) At such time as all public improvements except sidewalks and street trees within the subdivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of the readinuds for .Final inspection and upon certification by 6ne uepartmenr uL ru:.14- Works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond, `f not already trovided with thm nerformance bond, form arnroved by the City in the sum of $ /A Oo•a O to provide for coiiection of any defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements of sail SECTION 1 by the City. (8) Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to thk requirements for correction of defi.:iencies and maintenance for a period of one year as herein-b.,ve set forth. (9) That in addition to or supplementary of the requirements of th- City's Subdivision Ordinance and the provisions hereof, Petitioner binds itself to conform to the following requirements, scheduling and limitations; a. None of the lots of petitioner's subdivision as above described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no occupancy permit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part of the development= provided that all sidewalks as required by the plans and subdivision code shall be installed throughout said subdivision not later than 3 years from the date of this subdivision Improvement Contract. -2- b. All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, ,hall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivision. Provided that final inspection and application for occupancy permit occures within any calendar month from October to April of any year, such plantings may be deferred until the next following growing season. In any event, all landscaping trees in all areas shall be planted and in place within the entire subdivision within three (3) --ars from the date of this subdivision improvement contract. (10) The parties hereto hereby adopt the form of performance bond copy whereof is hereto attached and by reference made a part hereof, and petitioner agrees to cause to have said bond executed and filed with the City concurrently with the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. (11) The specific requirements of Paragraph y hereof shall for all purposes be is ,-:luded as a part of the obligation secured by the aforesaid performance bond and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner with respect to any requirement thereof. IN WITNFSS WHEREOF, Petitioner acting by and thrwgh its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a meeting thereof duly and regularly held on the day of _ , 19 has caused this agreement to be executed by its Mayor and Recorder. JJ 'PUALATIN DEVELOPMENT CO. , INC: > J r FRANKLI11 SERVIG. RPORATION: ff �,, l .I THE CITY OF TIGARD, OREGON: By: Mayor By: Recorder -3- VORM No.14—ACKNOWLEI)GMPNT—COrtPORATI(IN INt.MNf ANC. STATE OF OREGON, County of A-Aw . . I. Be. On this....`/.........day ol-... .................. 197.;, before me appenyed WAW X...Se4loO .....................................................................-....................and .E#!/................... . .............................................I....... both to me personally known,who being duly sworn,did any that he,the said ~Xs / .................r...e./ is the........... President,and he,the said ArA ...... .................................................................................... is the Secretary .................................of......F r a.,n..k, l.i.n. Corporation.... .52ration the within named Corporation,and that the seal affixed to said instrument is the corporate seal of said Corpora- tion,and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board ofDirectors, and.............................................................................and ......................... .......... acknowledged said Instrument to be the free act and dead of said Corporation, IN TESTIMONY WHEREOF,I have hereunto set my hand and vIfixed my official seal the day and year last above written, Nqt4w Public for Ore on.5a_��`ion expires......... room 24—ACRNOWI,r,!)C.MICNI'—COPPOtIATinN. .,;TATE OF OREGON, 73 County of On this lay ...................., before me appeared Ronald B. So ensen ...........I.................................................................................and 1(-rbe H. 1V..I lnug. ......... both to me personally known,who being duly sworn,did say that he, the said I........................Ronald..13... ........................................................ ft R6 . V is the President,and ho,the said . ..... R6 rt .................... . ...... . . . ......... is the Secretary of i,uriLaLin ID-evelop..ment Companyt Incorporated the within named Corporation,and flint the seal affixed to said instrument is the corporate seat of ani'd Corpora- tion,and that the said instrument was signed and sealed in a ehalf of said Corporation by authority of its Board of Directors,and ................R.on-.4.d...B......S.o.r.e..n.e.e.in..........and .. R(l.rliert W".HiAgg.9le acknowledged said instrument to be the free act and deed of said Corporation. IN TEsriAfONY WHEREOF,I have hereunto set my hand and affixed my offirint seat the day and year last above written. ...................... ......... ............I............... Notary Public for Oregon. My COM10110#16M UpIrPS.....JALMAa;!Y.AhA...1.9.7.3.......... 1 CASH BOND ESCROW AGREEMENT THIS AGREEMENT, made this 24th day of March, 1973 between the CITY OF TIGARD, hereinafter termed the "CITY" and a joint venture: TUALATIN DEVELOPMENT COMPANY, INC. AND FRANKLIN SERVICE CORPORATION, both Oregon Corporations hereinafter termed the "PRINCIPAL", and BENJAMIN FRANKLIN SAVINGS AND LOAN ASSOCIATION hereinafter termed the "BANK" (Association), W I T N E S S E T H : WHEREAS, the Principal has heretofore executed a Subdivision �.:ompllance Agreement, with respect to the development, construction and improvement of a residential subdivision within the City known as Tigard, Oregon, a copy of said agreement together with a particular legal description of said lands being attached hereto and by reference made a part he.reoft and WHEREAS, the Principal ha. proposed to the City that there by entrusted to the Bank the sum of $120,000.00 as a cash performance bond to assure the City that all requirements of said Subdivision Compliance Agreement shall be properly and timely performed and to assure that the costs thereof shall be timely paid and all requirements thereof met; and WHEREAS, the Bank has agreed to take title to and hold in a trust capacity the sum of $120,000.00 and hereby acknowledges custody thereof to be held pursuant to the terms and provisions of said Subdivision Compliance Agreement as hereto attached, and it is desired hereby to set forth and define the conditions applicable to said cash bond, NOW, THEREFORE, if the Principal shall faithfully observe and timely comply with all requirements of said Subdivision Compliance Agreement and all ordinances and regulations applicable to said subdivision, and if the Principal shall well and truly perform all matters and things undertaken thereby and hereby to be performed and shall promptly make payment to all persons supplying labor or rip.terial for any prosecution of the work, and if the Principal shall not permit any lien or claim to b_• filed or prosecuted against the City on account of any labor or material furnished, and if the Principal shall promptly pay all contributions or amounts due the State Industrial Accident Fund and the State Unemployment Compensation Fund, and shall promptly as due make payment to the person, co-partnership, association or corporation entitled hereto of the monies ment4oned in Chapters 279.320 and 279.510 U. R.S. and shall promptly comply with all withholding and payment requirements of Chapters 316.162 to 316.212 ORS with respect to the collection of taxes at source, then upon full completion of all work and the furnishing of evidence satisfactory to the City that all requirements hereof have bLen fulfilled, and if the Principal shall execute and deliver to the City the Maintenance Bond described in said Subdivision Compliance Agreement, then the Bank shali thereupon release to the Principal the said cash bond deposit; PROVIDED, however,that the obligations hereof shall not apply Lo any money loaned or advanced to the Principal or to any subcontractor or other person in the performance of any such work whether specifically provided for by contract or otherwise. IF, however, the Principal shall fail to literally comply with all requirements of said Subdivision Compliance Agreement and all the requirements hereof, or shall in any particular perform the work in a defective mai.ner, upon 10 days notice by the City to the Principal and such default or failure continuing thereafter, the City is hereby authorized to have said work performed or the requirements of the Subdivision Compliance Agreement brought into conformity with the terms thereof and with the City's ordinances and regulations, and the City shall be, and it is hereby, authorized to charge the same naainst the entrusted cash deposit and the Bank agrees to pay therefrom all amounts certified by the City to be chargeable thereto. Nothing herein contained shall be construed to c,;.atitute acceptance by the City of any responsibility for m airtenance of the improvements nor shall the City by reason thereof become obligated to any person or property owner for any loss or damage arising by reason of the manner in which said improvements wrre constructed. Further, the City be, and it is hereby, authorized in addition to the foregoing, in the event of such default on the part of the Principal to charge against said funds all costs incurred by the City including .,.Corney's fees in exacting compliance therewith or herewith, and the Bank agrees to disburse said funds for said purposes upon certification thereof by the City. Upon fulfillment of the foregoing in accordance with the terms and provisions hereof, the City agrees to furnish a certificate of release of said deposit or such portions thereof as shall remain after fulfillment of the requirements hereof. IN WITNESS WfiPREOF, the City under authority of resolution of its City Council has caused this agreement to ire executed by its Mayor and City Recorder, and the Principal and the Bank have affixed their corporate signatures on the day and year first herein- above written. CITY: CITY OF TIGARD, OREGON By: Mayor By: Recorder PR I NC I PAL Tualatin 1?9yielopment_9o. By i Pr �sident By: "/-(,A i t Seer- aSry Frankl' ervice Cohporation ; (Attached Corporate By I, 1 �� C Acknowledgement, here.) Prebjden= W;1 By: Secr4soriaticin: ary NK:BA (Title) By: f ��. (Title) Page 2-Cash Bond Escrow Agreement Lo nu No 24_.icKNoW1,F.r)rMrNT—. tloOnATION. oo.oltooll IA.IUM, STATE Or OREGON, County of .......N.&,A;P. me. On this.....1/............day of...... . I............ ----j beforenje appeared ........................................I...................................r and ...401cf!"?v............. both to me personally known,who being duly sworn,did say that he,the said 3 A/Z-/'?0.0A .......... ... in thesR,.V P,President,and he,the said ---0�rgly_ t,N .................................................................. ..I.. �. ........ is the goecie0a r of aenjamin...Fxanklla...Savings_and..1o.an-Aaw c i it i Qn the within named Corporation,and that the seat affixed to said instrument is the corporate seal of said Corpora- tion,and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board ofDirectors, and...................................................................... id 1-11 -_.....I.................................................... acknowledged said instrument to be the free act and de, said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my official seal the day and year last above written. .,.or. ...................................... jyatary Public!or Or gon My Commission FORM No. 24—ACKNOWI,rDGt4rNT—CORPORATION. nviH..ens STATE OF OREGON, County of On this....... day of.........[": Y........... b,f.W,appeared o1r4?A(X SY,47t= .......................................................................................... and .... both to me personally known,who being duly sworn,did say that lie,the sald.....g.- Is the ... President,and he,the said ........ is the Secretary .................of .. rranlklin Ser ice 3A;AtJ:Q.n...............-....... ........ the within named Corporation,and that the seal affixed to said instrument is the corporate sent of maid Corpora- tion,and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board atDirectors, and....__ ......................... . .......... . . . .. ......... . ................... acknowledged said instrument to be the free act and deed of maid Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my official seal the day and year last above written. Notary Pub for Oredon. lefy Commission expires ..-c .�01 FoRN No, 14—ACKNOWtrl)CMBNT—CORPORATION. ni .1.1...Has IA.'I. STATE OF OREGON, t hi asngon t County of WI On flits 14h day of.........MaY......... i9 before me appeared Ronald B S,.c?.r e'n q .V ..en....... .... ...................... .... .................................................. and Herbert W,.j.j.UV.&qJ* .. both to me personally known,who being doily sworn,did any that he, the sold Ronald 13. Sorensen is the President,and he,the said 11vrbert W. 111,11-ge'le is the Secretary .. .......... . of ilual.atin. DqyqlqRrlont_o2P.Mr-lany, .Incorporated flip within named Corporation,and that(lie meal affixed to said Irinfrument is the corporate seal of said Corpora- tion, and that the#old Instrument wan signed and sealed in behalf of said Corporation by authority of its Board of Directors, and R- onal.d..13. Sorensen. and I lerbert W. Huege.le. ......................... acknowledged said instrument to be fill,free nct and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereurto met my hand and affixed my official meal the day and year last above written. ............ Notary Publiq for Oregon. My Commission expires . January 16, 1975 CASH BOND ESCROW^AGREEMENT THIS GRFF..MENT, made this 24th day of _March _ 1 .93L, betwe n the C2TY OF TIGARB, hereinafter te.,ned the"CITY, , and TUA ATIN - FRANKLIN hereinafter t. tried the i ,'. :NC;PAV. and BENJ. FRANKLIN _ _ H,AVIN�S.. D.L4A1Y ASSN. r hereinafter termed the '+BANK' (Association) , W I T N E S S E T H, : WHEREAS. he Principal has heretofore executed a subdivision Compliance Agree er•t,with respect to the developmert., construction and imprc:vement . a re4.denttai subdivision within the City known as Tiga __ a copy of rsa.d .rgr eement. together with a pa ticular legal deacr:ptiot� of said lands being attached hereto an by refer-rico rade a pant hereof _rid WHEREAS, the rrin,clpe,,! ha= proposed to the City that there by entrusted tc the ank the s,m of $ 120j_000_ as a cash pe- formance bond to =,,re the City that all reqviremen.ts of said Subdiviewn comp tante Agreement she l be properly and timely performed and to ar,sur that the costa thereof sha', i be � imc-iy paid and all requireme is therect met- and WHEREAS, the Bank, hag agreed t:o take title to and hold it a trust capacity the sump !if E 120,000and hereby acknowledges custody thereof to be he: pviquart to the .erms and ra of said Subdivision Compit rice Agreement as hereto a tacked, ' d ,t is desired hereby to se t,:rtn and define thio con ations applicable to said cash bon , NOW, THEREFORE, if th Principal shal)a,t ait ully sous and timely comply with ali re utremer:t.g of eFu divi rn Compliance Agreement and all ordinances d reg41-nt:onspl ab to said subdivision, and if the Princi al R all ^�{{e: . d Cir y perform all matters and things undertaken t e.r ., r,rl hey be performed and shall promptly make payment all F rso "pufying labor rpt materia, for any prosecution of a wor , anf th'e Principal shall not permit any :len nr ci tn b filor prosecuted against the city on account of nyab r or erial furr:shed. and if the Principal shall r.ro fly y all contribttions or amounts due the State lnd%�strf 1 Ac dent Furd and the State Unemployment Compensat.to ' Fun . an r all promptly as due make paymer *r: the person, c.-pit net IP:, association 'rcorperstion entit, thereto of the monie ntion to rhartets 279.320 and 219,5.k, ,),R,S, an sha 1 pro:mVt1y compl with all withholding and paynent requi ems s of Chapters 316 162 to 316.212 C.R S. with respect. to th c Ilectron of taxes a source, then upon full completion of all w'pr and the furnishing f evidence satts:ectory to the City that all requirements hereof h ve been fulfilled, and if the Principal sha, i execute and deliver o the City the Maintenance Bond descrthed in said Subdivisinn Comitance Agreement, then the Bank anall thereupor release to the Principal the said cash bona deposit rROVPUFQ, however, that. the obligations erecf shall not apply to any money Loaned or advanced to the Pr nc.iral or to any subcontractor or ether person to the perfor ore of any such work whether specifically provided for by contra or otherwise. IF, however. the Frincipal shali fall to l erally comply with all requirements cif said SubdivtRton Complinn a Aqreement and all the requirement.~ hereof, nr shall in any pattic lar petfcrm the 'Fork in a defective manner, upon 10 days notice by t e City `J the V it:rcipa. Arty such, default or failure continuing thereafter, the authorized to have said work performed or the rr-qui :enFr.ts of the Subdivision Compliance Aureement brought into ;rf• ;.mi•y with the cPrms thereof and w- th the City's ordinances +: r,• r.;,dtt :r,9, and .`%_ City shall be, ar•d it is hereby, authorized _ } -het-rr• rr,p bane aaa:nst the entrusted cash deposit and the Hank all amounts certified by the City tri be ra:anti 10 +relr.t.,:+. n,•,th:ng herein contained shall be construed • ,rf. •,-reFr.ar re by the City of any rerfpnnsibil tty for r 1r,-7 (•f 1 r,: ,rf r,vement:. nor shall the city by reason thereof -t , :.;at-1 t) ,a,y hereon or property owner for any loss rlarAar .,r ir7 ty, te:aeor r.i the manner in which said im rovements r r rr.e. i, t, be. arid it is hereby, aut ,orizid in a i t.:on trF f ?:ern,.r.a, it t'• event of ouch ale auit or, he fart, of he fa. charge as ins-, Paid funds al c.c,7-ts ncurred b the a,torne,- a fees in exactin c<,vipji nce the with a•,d the Ba k agrees to disbu t a isaid funds or said 1. .r1 _tc c.ert , f:cat .:r elf by th CIty., : >r fu. f:ilinert the fo,epoinq accord ce with the t• tP,< ;! ,:. :. sicca hetes t.,e i.y ac sea to furnish a cerzifieate I it f e.-e c ! c n:rt dept r , r suc port i no thereof as sha.1 remain : , r : u,z : , . art tt;e a ire nts he eof. i :NITNFIc 4IFNFO th sty under authority of resolution hay "use this agreement to be executed by M;+.. 4 ar t.v aecr•r or the Princ-,pai and the Banc. have I r :red `isle:t U",rlp,, r ate A. at.0 s on the day and year first f "tg'11.et•. "E• 'ter lt. .er r•41b Nn 24—ACINOWLInOMINT--cnn PONATtON. .11 .,.V.N..NIP. STATE OF OREGON, Counfy n t Is ......'..day of ......L, -r4-c r 19.».r h,,fom nip a;;:-ared AM,n..:+'.a.. .................... .........................1.11.1........... and + th tome persondly known,who being ....................... _. __.. . 1111. duly -2wrn, did say that he, the said _....GL.re.0:lhs,r�..r/.....: :... A_. t7....... . .......................................... w thpc p:. l-President,and he,the said ............... ....�qC.a.,.,..... �..�..... _.... ....�.1.......... ....,......�........ is the Sr:retary of «..T.Mn.<k.'?r,x�...nA.R....... .'...... the it , 3n named Corporation,and that the seal aHlted to said instrument is the corporate seal cl said Cr •pora- tinn, and N,nt the said Instrument was signed and ed in behalf of said C rporation y authority of its Board of Directors, .,nd Z(—Ll.L"a,r. .. *-r^y� and rw..,` �..r............................... nrknowledded said instrument to be the free fid aM deed of said Corporatlotla- IN mrtmoNy WHEREOF, I have hereunto set my lwnd and allied my official seal the day and yeat last above written. ►nRM Nc. t1- AC[NOWI.P.f10eINT—CORPOAA'1'rON, o, .,.,.N..Nf..L.w ru..co.,re.,4ANu,one. �rArF. IIF ORF(;UN, ss. Was! On this day n(n ton 24th Ap..ril 197-1r B .. .. 1111... h„lore me appeared -mald B,. Sor nsen................................... _ ............... and .............. 1111_ _ both to me personally known,who being ,hilt- swnrn, did say that hr, f.a said ROna.ld,• 1._Sgrensen ....................................................................... thr President,and h-,flip snid _..... _ .,..... ..._.......... ........................................ it the Secretnry of t uilatin Development Co., Inc, rhe within nnmed Corporafinn,and flint the seal n/fixed to said instrumpnf is the corporate meet of sold Corpora• rrnn, nna flint he said instrument was signed and settled in heho1f of snid Corporation by authority of its Board of Dirertnrs, and and a,krr,nvleddrd snid instrument to be the free act ano deed of said Corporation. IN TESTIMONY WIIFREOF, I have he,runto scf my hand and alifxed my official sent the day and year last above written. a,t.•......... �..�....Y:... ................ .....+ ,.�.::.... Notary Public for Oregon. - My Commlesion expiresJanuarY 16, 1975 _ .. ... r .lt•aomah. 434C,zX3Mtt� Oy-ag a To NSC /C _ Date 3 - -2Z- -2-J--Time /,'mss'_0110/17 WHILE YOU WERE OUT Mr. " TLLEPHONEO PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANT; TO SEE YOU PUSH Message— --- -- G' L-G.JC ��ii�••i ._-__— /-� \�^ /\acs•\ ' Pd-67 0y r`,w t ,• J`, F E D E R A L S A V I N G S AND LOAN A S S O C I A T I O N PORTLAND, OREGON -` � ,y, LEWIS 9C Nq RZEH LHANKLIN [I D0 IGNOII viC1 I19ULNt S W SiN AT ST AHK PUNT„AND. OHEUUN 97204 March 16 , 1973 Tualatin D:?velopment Company 1530 S . W . 116th Tigard, Oregon 97223 Franklin Service Corporation Room 312 , F,.-anklin Building Portland, Oregon 97204 He : Summerfield Gentlemen: 'lease use this letter as your assurance that the Benj . Franklin is prepared tD make available all financing necessary for bot., take out and interim loans on all units that will be built in fu�.ure years in the Summerfield area. This will include single family, ccndominium clusters and multi-family units . The rate and terms -.ail.able will be competitive in the Portland metro- politan marke L- . If there are any questions regarding this , please do riot hesitate to contact me. Cordially, Louis Scherzer Senior Vice PrPCident LS : jf .. RECEIVED DEPARTMENT OF R U G O 11973 tr'(rENVIRONMENTAL QUALITY CITY OF TIGARD �•-f 8 9 9-' I ' 1734 S.W. MORRISON STREET• PORTLAND, ORE. 97205 • Telephone (503) 229- 3696 TOM MCCALL March 15, 1973 GOVERNOR DIARMVID F. O'SCANNV..' Dirrclor Tualatin Development Co. tNVIRONMtNTAI CjAEITY 15300 S. W. 116 Avenue COMMISS iN R. A.MCPNIIIIPS Tigard, OR 97223 Re: S - King city Chairman, McMinnville EDWARD C. HAPMS.JP. Attention: Mr. George Marshall 5""Mr,Eleld SIORRS S. WAIERMAN Gentlemen: Portland ,FORGE A. McMATM Portland This is to acknowledge agreements between yolir organization Ae140111)M. COOAN and the Department of Environmental Quality relating to ' '.e Portland further development of properties to be served by the King City sewage treatment plant. In our letter of September 12, 1972, a number of conditions were outlined to obtain and ensure compliance of the King City se ,rer:age system with current state standards. It is our under- sta,lding that Conditions 1 through 4 arki Conditions 6 through 8 have been satisfied. Condition 5 must await the results of field 'tests. Further provisions in the letter asked for resolution of sludge disposal questions. The ae should, be evaluated and answered during the plant, testing period. We are, by a copy of this letter, notifying the Washington County building Department and the Tigard Building Department that we have no ob3'ec t.k- --tw-tb,asewer connection av,khorizatiola—you have requested totaling 60 pe. tabuleed 'as follows: 1. 20 permits in I1 Dorado i4obile !tome Park; and <� 2. 40 permits in Summerfield reEidential development. Sir building permits have been approved by this office in -9vA=eZ`teld allowing no sewer connections. The connection re.atrAction on t ese a;x-kQa_rel`ieved at this time.__-- _ Re: S - King City March 15, 1973 Page 2 r Plans and specifications for construction of all sewers must be submitted to this office for review and approval prior to construction. We will continue to monitor building activities impacting on the King City sewerage system. if you have any questions relative to the above, please contact this office. Very truly yours, DIARMUID P. O'SCANNLAIN Director Harold L. &lwyer. Administrator Water Quality Division PDCscjh cc: Metro District Office cc: Washington County Health Dept. cc: Washington County Building Dept. cc: City of Tigard Building Dept. cc: Werner Storch & Associates cc: King City ccs Unified Sewerage Agency n 1 SPEED LETTERO TO G/�. �i�+��' FROM SUBJECT f�/��-��( c ,�•//5'�'�� - �j �.2� M!,AG! DATE�>r�`- ��- ��'►'�j�,�/'qt.�+., C.Gft�C.�rc.s�.-IG-�w 1�!�!J-✓ ,/�!.'9✓�G�� '� �'�z4 ^��,,y�%�'� J �� -'�C.G�y,hr•t✓'��-�i=e�'--�j�'A%�.,�G��[�'-r'�4t�roV �%��f'dLc'.slr��'�'tILG�t''v �ti._.- i -- -- -- ---- --- --- SIGNFD REPLY /�-�� ct� _. _ �_ .a.�...-t '7-t-mac_ ._ _ _ �.f�+�-�-oF' f�-•...-t__ In rol n SIGNED �� •�:t f 1/ ®NAP-A'AAV —,m IA 90„ 1 IAN75 {V� MN WIME COPY, R!Tf:�N F!!+i '.�PY N JQNIS CUM PAN T •�� IaA1 0 PRI Milo IN U.e.r IL 9 OWN UNIFtED SEWERAGE A(> ALNCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF DIRECTORS (503) 648-8621 (DANIEL O. POTTER General Manager ELDON HOOT, Chairman GenRoom 302 VIRGINIA DAGG WILLIAM MASTERS ROD ROTH BURTON C. WILSON, JR, March 14, 1973 7 Mr. Nick Hiebert City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Dear Nick: RE: Summerfield Project I am sending to you three sets of plans for Phase 1 sanitary sewer improvement in the Summerfield development which I under- stand is loca;.ed within the City limits of Tigard. If these plans meet wit'- your approval, Frill you please stamp them "approved" and return them to this agency. Sincerely, /7 SLuart L. Cato, P. E. Staff Sanitary Engineer SI.C:ed Enclosure March 14, 1973 Mr. James Harris ,3')05 S.W. Commercial Street Tigard, Oregon 97223 oear Jim: in reference to the Summerfield Developmenc. Project, we %:,'-::h to remind you that City procedure requires leve: (7) complete sets of plans be submitted to the City for. plan review and approvals thereof. In order to facilitates rapid piocossing of preliminary construction plans, submission at ! tie eax lieHt Poas ib1Q time is des ire'+le. Thank you for your prompt cooperation. Ginaerely, Nick H%ebe.rt Director of Public Serfices a Facilities NHelw RECEIVED l FtB 2 6 1973 ck-tklort CITY OF TIGARD (—._ 1z4zo SwCAI r. CITY OR TIOARD, ORWON t ORDINANCE N0.73- 1' - AN ORDINANCE RECLASSIFYING LAMM OF TUALATIN DEVELOPMENT COMPANY AU FRANKLIN SERVICE CORPORATION WI?RIN AN AREA KNOWN AS "SUMMERnILD" FROM WASHINGTON COUNTY P-R - PLANM RESIDENTIAL, TO CITY OF TIG&M P-D - PLANNF.L DEVELOPMENT DISTRICT; ADOPTING A PRELIMINARY SITE PnW" KNOWN AS "SUMMERFIELD PLAND COMMUNITY OF 1972" TOGETHER WITH GEIQQ= PLAN AND PROGRAM; PRESCR79 G CONDITIONS APPLICABLE THERETO; DIKING EFFECTIVE DATE AND DECLARINO AN EMERGENCY. THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1- The City Council finds that pursuant to provisions of — Title 18 of the Tigard Municipal Code, the City has h*M- tofore instituted proceedings to change the zone eismaifiontion of an area 'ormo rly under zoning jurisdiction of Washington County, OrerW �. . which was annexed to the City by recent order of the Metropolitan g tioundar,y Commission and confirmed by City ordinance, said area being C' locally known as "Summerfield" as more particularly descr.ibeo on the r attached sheet designated "Exhibit A" and by this reference made a part hereof. :;ection 2. The 'ity Council further finds that after due and leg+pl , notice as by the Municipal rode required,a hearing was regularly held by the City Planning, Commission or December i9, 1972 whereat all Interested persons were afforied an opportunity to be heard with respect to the change in tone classification of said lands from Washington County P-h - Planned 'iesilentisl, to City of Tigard P-D - Planned frvelopewi.t. District; and therea!ter the Planning Cow- mienlon,purelaant to Sec. 18.96.04C of the Municinal Code, submitted to the City Council findinve and recommendations as hereto attached marked "E.xhiblt H" and by this reference made a part hereof, that the chanve of zoning f-lassification as herein ate-ed be approved subject to the conditions hereto attached marked "Exhibit r" and by reference 1 made a nart hereof, i Section 3: The Council further ftnds that. after due and legal notice - - a nearing was held by the Council at its regular P"eting of January '2, 1971, and thereupon by motion was continued to and reconvened oh February 12, 1973, whereat all interested persons and the veneral public were afforded a further opportunity to be heard with respect to said proposed change of zoning classification of avid lands descrioed in Exhibit "A", and the Council further finding that no public detriment will result from the granting of maid petition and that it Is in the public interest that said zoning reclassification ae tnmtituted by the City of Tigard be approved and that said lands be re-zoned accordingly The tommlesion'r finding•z jrc nerpby adorted as tt,e k�ouncl l - f:ndlnrs. Section 4: the City of Tigard finds that the development of the said Land• as described in Exhibit OA" pursuant to the Planned Development nistrict provtelons of the Tigard Municipal Code shall_ be authorized subject to and in accordance with the following: (a) Those conditions as reectwended by the Plrnning Co'.mission of the City of Tigard, being 20 in number as hereto attached marked "Exhibit C" and by this reference wade a part hereof. R Page 1 ORDINANCE N0.73- 1 ' Y, % 44 r (b) The development of saki Umds •hall conform With the gen±ral development requirements as Nt forth 1n Title 18 of the Municipal Code and the "Sumierfield Planned Community of 19T2" cono�ti as submitted by and on behalf of T"Utin Development company and Franklin Service Corporation, a copy Whereof to hereto attached marked "Fxhibit "U" and by this refervirce wade a part hereof. Section 5: In accordance with the foregoing and subject to etch and every requirement hereof and particularly tht- conditions set forth on tie attached "Bthibit CA, the coning classification of the lands described on the attached "3zhibit A" be, and the saws is hereby changed and said lands are reclassified From Washington County P••R - Planned Residential, to City of Tigard P-P - Planned Development District, and are further subject to each and all applicable require- r inent& of Title 18 of the Municipal Code of the City of Tigard. Section 6: Inasmuch as it is necessary in order to preserve the integrity of the land use regulations and to require adherence to the plami9 d c'evelopment district requirements as in this ordinance set forth, and thereby provide for the Proper utilization t' of said lands , it is hereby declared to be in the public interest and ki necessary for the peace, health and safety of the people of the Ciby of :'iRard that. this ordinance become effective with the least possible delay, and tneratore an emergency is declared to exist and this ordi- nance shall be effective upon its passage by the Council and approval ty the Mayor. PASSED: by unanimous vote of all ounctl members present, after being read three times by number and title only, this 11th day of Pwuruary, 1973. Irecor�er'`-"pity 1 APPRINED: By the Mayor thi• 12th day of February, 1973.Mayor _ city o�''1`'RariT i W Page 2 oRPINANCE No.73-�. 1wt�t O�sllltP - .. a dafacribod "Wo YA i IIs .0sit ated The lollosiae ��. 111► s� S.A.S.l. i/Ri•••"..'' the $.]<. 1/4 Of aectietll eA C01111ty, Gi'efl4�' of taction 11 T-23 R-k7 '.M- �� r Lino of section Eie(innin,; at the 1/4 CO onrthe Cente�linoon th a south Lof S.N. DurhM 10 T-25 R-1W ■.H, being Thances N-89 55' 20"-W 315.7"' Road. County Road 479; along caid rentorlIna to an intara�honce: T't20°hjOc±Eterly right cif ray of 3.w. PacifisaiO&xterly ri;,ht of ra to 6(,9.70' more or leve a1on6 dead y,� tr%e north line of that trache lt(ocLlsctinedasn lescribedkin Page :'I; Thence: al°n` 1,-E 910' more or les: to the look 1 page 19 N-`3V 5 recorded Plat of Willow ga. t , ,r of Lot 16 of the duEy 246.9' to the pJ.CI. corner ' "rook Farm; Thcncc: N-0° 08 the Gleet line of Lot 12 of L ,t l' Raid Plat Thence: along _0n c =,�_q! 914.76' to the 1:,11„ curnrr of Lot 12 on the ' �rnt rltir of 5..7. 'iaeve Street. C.R. Y900' Thence: alo7G� ec line 0f S.{7. Naeve Street S-�3b 10'-E 4;E. i nail - J,ot 12; Thcncc: S-0° 0�'- t� the .F:, corner of said y ;:1 1 ' ,long the east lis►o of^LotP12etotheTS.W. corner „1 I,o ; pact dctcrgouthbod BOOX line2of,that tr,-t ?03.001 ; Fla tc r 1 . olorC the _no 03'-11 2a°.00 Parallel v_ t`'• the tact line civ Jt 1Zot '`'T)...Cnccrook alop16 zaarm id coitcrlicclS1- Sof to en lntararction w1Lh Uth.uPher,c/ :lS-30of hvc.^pit C.R. #11115 Atte: C.R. y, n' apo ' the CO .Lerli nc o:' C.:+. . n0 to t c J."t ,7illo,r ' roe': }'arm; n0' Flo^,- th^ north line (I; :.,..i Lot i t� the ., r cr_ f also L,,.n, tht •. Cu.' r Looct: u Plat �f t! ., s•,-uerj I Uc 1 -� : tft� hctcrccn Sect►o r ln•;�.. 1 .'nrScorner 131£.1.2' •roA the cc _�'• 071 3U"_ X29.78 t and 1l , c tcc:^: I .tui 11 '0 t' r nr. l '.tto bc.tv'ecn Sect tt ;.cl ?rac::.; 'ftcr,cc: uL '' O. tell ..x:11 :.0: ' � o' i2:. .,' glen • 't h•c r,�rth to^,.Uo� i�:��_!,; 32( t)Tt Cori �v,r0 -, /,hnrlc6 c tn( S.`.•. c t . Cr of A �' , , ! Cn-E r , J� Wxt or ]Boa _. -. ccint.nuin�,; S-0 0 t' rner u: Let 1" of the ti iln' f Aider iisvok ?am; Th.occt 049,0 5S'-! 665.94' al°sti, the wrtk line of Lot 17 to the r.enterlf.ue of 5-W- g8th AvenUelont County RoGd #2048; Thence: I"DD 09 the centerline of S.W. 98th Avenue to a point which In 3-0° 09' 1 o"-Vt 326.70' f roll a 3/4" iron pipe ttler Rod intercection of S.I. 98th Avenu• Ead8� i119Usaparallelawith C.R. #727; 'J'hences N-88 54' 56" the centerline of S-W- Sattler Road to a point un the teat line of Lot 14 Alder Brook Farm Plat; Thence: 11-00 0q' 1, "-E 36.70' to the centerline of S.W. Sattler Road; Thence; V-89 '4' 56"-E 1019.39' along thr� centerline of SN Sett!, , Road to the N.E. corner of that tract described in need Pool: 251, PaGe 643; Thence: 8-00 52' `581'-V 1101. 561 to a 1/7" Iron pine; Thence: S-Q° 2'i'-W 1094.60 to the centerline of S.W. Durham Road C.H. #429 also being the 5out1. 1i L`�.'�gS CtiOn 11 T-23 R-lW long South lino ofNSection n11 to Rthe 1/4 40",-W corner; Thence: on 'ne south line of 3ection�ll331dcJ8�a centerliso of S.•'1. Durham Road S-•89 16 30 Thence: N-')° 07' 21"-E 894.26' alrng the west lihe of f Al�cr '�,ruok Fara Plat to the N.1). cor-.er thereof; lot 19 Thence: S_A1 : 4t 311'-A 330.11' to the N.W. corner of t lot ,U S-11d Plot ; Thcncc: continuin„ S-890 5s,' it"-Vl 665.28' alnnr the :.outh line of Lot 17 Ball Plat to the S.W. corner thereoti Thcncc: S--) ' n',= 1,5"-r 89C.911' alone the acct line of Lot 22 Ai,'.cr .'.rue ; farm riot to the centerline of S19 Durham Road .in(i .' e no't!h line of Section ll; Thence: 5-390 16' �"-'7 p321 •' 2' to the Sri corner of Sect',"'. it T-2S Ft-l'.1 11.11, cin, a ?." Iron pipe; Thence: S-t:9u ,2' 0/"-:1 2627,01 ' 3101" thr centorlinc of S71 Durham Poold and the South ling of section 10 T-03 R-11 :7.f:. to thr 1/1, corner and the pinto of beL-inning. 0 MMAIPAL r Rh:ivUTION OF 7Q PII11IrM CpN(L*-BION (jr THS CITY (F TIGM ADOKINU FINDIti;S QF FACT AND RLOOHWMIM TO TM CITY COUNCIL APPROVAL or Zone C2' Mo• - 2 yHg}QA.;, ;mceedings bave been oocducted by the k'1anning Co®isslon of the Clty of Tigard with respect to the petition by the Tigard Planning Coeeission for a ab&nV of 1.004 as"1- fication from Washington County P-R, Pl&arwd Residential to City of Tigard P-D, }lanrred Development. WKkXFAS, pursuant to Chapter 16.84 of the Tigard 14tnleipal Code after due and legej ootioe, a public hearing war• held by the Tigard , Canning Caeel.ssioo with respect to the above described proposal on the 1 th day of Useember, l7d71; NOW, TigWORF, the Planning Cosm1e910n of the City of Tiestd In meeting a,aesbled this bth day of !ebruer , I�Vrjr .ow rer.ol+eg to and doer hereby adopt avi/or appmvs the following Find.ingr of tact with respect to the above desigrrted prupor.al: i. The r.ubject property is desirkpnatsd for Urban Low Density Resident,&, devel.epment wlthio the Tigard ^rxemuaity Plan. This oategory allows residential densities of up to 4 dwelling unite or 12 persons per gross reFidentisl acre. The propo .ed development it; in subr,tantial coofor'eanes with the Tigard Communtiy Plan. 1. That errceptionF from the `;t&adards rt the urwarlying district are warranted by the de,lg;n and smeriltie- incorporated ID the development plan and program. The plan includes: e. All eared supporting L.'W dwelling uru u. l.l1 persons per dwell_ng unit or a maximum t of 14OU total populetiou Typlaal residential lot area of 4,000 square feet d. 44.5 acre,. of golf oourse and natural reserve a'Oas e. Approxiwstely dW,000 square foot recreation building maintenance building, lakes, pool, tenni'. courts and parking for 125 cars. f. ;inyle family lots of .Q' x HU' with Io feet front, 4 foot side and t1 foot rear yard,;. Rear and side yard setbacks may be waived for "ouessonwa.11" or "zero-lot line" dwellings. 1. The development plan in In hars!ony wilt, true surrounding area said will brave a be04fieiaL effect on the area which x,uld not be schlevwd under other zoning ulc,tricts• t p1). 2 .. T'be ;ystea of ownership and tbm means of developing, irenervii-* wad maintain" open spaces 1 , suitable. 'rhat sects prrise of development oma be Fubstantlally Y io+.+w within one year of eaob approval. Plan QMs not designate commercial devetopeent for the w *.basnt or soutbeast oorners of ferbam Road and I cl.fic High%fty- 7. Adegmte community ,.bopping and commercial facilities are provided In proximity to the developMOnt--et the Klog City ,bopping center' o. With developamot of this magnitude, road Improvement', will be required to serve the additional re ident pupulation and t,hore who will use the puullv. recreational factlitle' . low :iepartmeot of Environmental Quality ha', appmve(' nonoccupancy building permit?;--t.o allow construction of model 1 F3. Connections to the King City treatment plant will depend upon U.[i•4. approvwl of the .wmi�l.ete>> reatment plant erq)arulon during 1+73. lu. MW r4Ard Nater 01 ,trict is In the proce� of 00nnectiug its 11rMP to the i&ka Uswago water !jntem. Thih should he cc pleted by May of 11)11. 11. Kuir•ing will have age restrictions In Ube proJect t'Y the developer. IT L� FL*MjXN iWULV6L that the I lawn,jig Commis ,ion we, hereby approve the above aascribed proposal and hereby records, its recom- mendation for favorable action by the City Council PASSIW �y a vote of tta City Ilaruiing Uomslssion, thi, uth day ,f February, 1 ,• 1� s ideot ATMST: _s jOc rotary NWIA SECTION 34 TIS R I W WM. IS I 34B N E 1/4 SECTION 34 T I S R I W W.M. I S I 34A WASHINGTON COUNTY OREGON 623. . 11 1 WASHINGTON COUNTY OREGON SCALE 1 = 200 ;,CA LE ! "= 200' SEE MAP • • 1 fJ ISI 27 ' m N \, °° z 51�41 / �11 a °o � SEE' MAP / �' 'd 60 1283 04' IS I 27D 100 19.44 Ch. h /- 27 26 * 28 I 27 53.08 Ac '� _.._ SQ. 10.00 4l 660' - TAX LOT 602 CANCELLED 396' I E 20 B• N8 14;-E 201 FOA c.I°° 34 � c 34 35 ..4�" II9.6 � ,p0 200 60 \ /5 B7Ac 1 40(, (C.S.No. 11628 I _ SEE MAP !]Ftp 450 Ac. 5 i 61 r F� 62 I I fn, I S I 2 7 �� N I z own 2 '^ r!8 9°41'E �oberc `n I` Nb � ) 1 C1� 2 .b \b p 7y°0 Q5 4 203 ape i �\ GD 4 67A- N \ 1055.46 300 �-� _• V 603 ro \202 7.B5Ac. o " 1056 I • M . . 162 !/ \ N \ ,50E \ I ° 204 � 12° v 5./0Ac N �. 200 N 08 p b 49 Ac. G • T _ N - SEE MAP F_ SEE MAP Z - cr AA\0 I 1055.81 - 2�'A� O4 2 262 Iw ; IS I 35B IS I 3 3 A r. \ - - - - - - 603 v+ z' j 0 0 cr_ °\ N 5 1 2 \ 2. I 2 154 113' m 73Ac. 0 LNB9°41•W- J I o1. � 1 00 (n /gi - ^ I 1-10\\9b 1 - S 090 35,W __ / 1140 \ 1055.46 ._may ..��e � a 202 -. C1 • o I \ 9 � 1 4.35Ac. m 301 ; \ n v g61.2b GO C \ Io 1 m 10 0 SO _ 29.2/Ac 1 //.49Ac. i - 666 0' I'96.6 r - -- lo ' 40N 1061.3 A 61 2Qf Sd4°2` W 1p8Ch \yOp s �5 1 ;�SCHOLLS 560 0 --- o - _' O-S 1 0 0 I O+b 17 r A6 9. 602 �. �' \ /0.004c. 400 ' 1140 _ I� 741.4 = � �{ WN 01 --------.__. t ., \ N 5 1 LLI 52�05 � , QI �i \\ l3 53Ac _ - c, M POND N •y O I I tJ� m 1. r ° 51 _40 �, - m ~ 0, -w .,W N �� 502 o 601 M01 _ N N / 732 Ac. � N I Idb 0 T 0ei N 1 0 601 1 see loo " 1 °0 4,I)o AC J.26Ac N 1 N 89053'W a -391.30 ' 1 50 0 v q 52-29 f to S W CC R W.J.f) 9 I n 0 + f 1 i(..1111rIERFF 1 EL 1d0 :1 ROfIN3004 DLC 9 n 1 f I 144'8 I CENT. SE C.34\ 341.3' MAR 191973 I 574 Ch. 453. B 17 26Ch /4 SEC. COR. 1/4f11C. CON. ,tea N89° 31'W 1055. WES 1139.10 ` 6 - SEE MAP IS I 34C IS 1319D IS I 34A (ii,li'j11��,1111111110�111I�'i111 I 1111 f111111�1111111 '11111,I�it1111 1111111 11111,1 11,1,11 111111, 11,111; 1111111 ll, 111 11, 111 ,1, 111 ,l, 111 w, ' - I NOTE: IF THIS MICROFILMED - ( 2 3 4 5 6 _ 7 8 9 10 _ 11 _ 12 DRAWING IS LESS CLEAR THAN - � 1 THIS NOT1Cfe;-"IT ti DUE TO QUALITY OF TIE ORIGINAL \ M 1" .• ..•10"URAWING. �E 6? 92 cz 9? Sz az C2 12 0? 61 91 1.1 91 sl b I c I 21 11 01 -6 6 t 9 -----5 -- ti - E z- 1 son go ,N,,w"'- � ��111u„11u11uu11u1111111nn111u1u11`IIn111nIn,lluuluublllLn,1111nnu111i,Inulu,lluulml11u11u�11u1;11,�1ilulult`1�1u1111 lulnl,lu,llrnrinuluallwluullnlhnr!htrdwl�l�al,u,Innlllulm111n111w�u�uuluu�uluu�lullu>�Il�illin _ _ JULY 6 19 �Lr -...�-..._... ..,,.,,,..._....._ -,-. 1e1'-- •••gyp.. Ap..•:...,,�•„�...Vr'%% „ ._..,,.,,, ."n_„_.__ }. 7My.�� Y. y f"W ,A: 'y,.. -�''r ,P .;k ., a '`('.ti. ✓y' ., .' i4,- 4 , / .. ``4ti�'Ps,v k. 0—i Mao .:b ` �1I P1LO' �iZE *ILL BE 4,000 UI)DE2 r'REsE}JT Pic. ZOotum-.. T r `" 't��,>.x`,nk.. r.. � �'"� ►. 1 ` . r \ ` SZ�.F'T: ,... .••• ` IY �L- -• • 2., At.L STO12PV\-�A10AGE PAC IL.ITIC•S W4� DIS04AZGEINTO h?ATt)RAL / r /,.,•`/`//� / *� li wn 4x .nl . - - t rti \ tQAGi COOTSE,- wHICH FLOWS THRu r tzs ri+� �� P Ot?A � r G OSED SUBDIVISION _ _ -� �' +,�''�f%! � !� � � \ \,�« ` �� _- •... 3. ALL ,IDE, FROOT, P,qD IQEAZ LOT LIIJE- VtLL HAVE A S FST, E(avE EIJT F02 DRAIKAGE APD UTILITIES. 11 .1 0 ,"'► +.. ' ` _ \ r A. THE PROJeCT �TITF IS NO I► G UTILIZED AT THE PREsFwr TIME. � Q ` Ir; >""'` t. \THE PROPOSED ()SE WIU-� 4S'OEIJTIAL HOUSIIJG 4 PEC, FACIL_I-TIES. �// � J 3 • \' \ �, :. � �� ► � SEWER WILL_ Be QOLLE?''FD THRV THE SYSTEM DEVLOPMEUT / ui - ;J 4n \ \ l� \ c� `�• \ _ r•IIJC) WILL^�E.�TT'.EATED EY ThIE KI►k. CIX�(TU(IL1'ITIIv GEN Co.') SEw'E2 ^e �\ « _` -., :, ' \ ,--� ,�� ----- ,. -rtze(naTME►)T pU►.)T (00" APPROVAL OF TH6.,UC?ARYMGk)T OF c-OVI U- S.W. I 0u2HraN1 �U L \O - �`JU2 L1UE I _ \ ` 111EUTYaL A ITY• 1�UMP ST/1T IOIJ AIJG Pr' ^ " E C BE IU Sr(;LL.E`C 10 THE 1't I'aHQ• E TD PUMT- TO THE KIW(o C'ITY' PLA 3 \ { ` .j' .� __ \ Ca. CX�IJ1!✓STIC WATI✓•2 WILL.. 13E SU1-'PLIED BY rHE -TIvAt"?(',, WATE�GISTRIQ'T, H \ { } r\ '* ��I ^� .F_QC4LL•rIES WILL. 13E I�):>T(�l_c.Ed Tt5-iHElft 5 ►JDA2L� 1� ; / V IC I N I TY N1 A�'' \ - �A T. CTTZEET IMyT�I6QVE:MEPJTS 5H(al! ge TO C17�1` =IG(al?.rY(�fJOA(GD�. (a" L)T)trl TIES � L 6E 01.10E26fcOl)AJ0. � ?/� ..— ` 0/2 15. S rV,,A_KS SHALL BE tX�ST`RUCTED AT' "*HT-- LOCATION, ANIS WIDTHS Act + / �'/� f •//' ' /�¢ .__ Z. A()'443 00 TH I S PL_A IJ. , L I I 'a ' ,,,,.+ T'1 •i is L' ' `> THC F FIGHT OWAY Aub 1�h1V11� 'WLDT�1 sHAiL Qc CO►JST1TD 2L)CFlra/SIJHOW - y a E 1, r». +�y� yA r � , � lo. 25f. WILL BE DCnICATED ALC7NG THE 1:/bRTH Bou1vDA2Y OF S,W, aRHAM rzo. l , oo,z. �\ ,.✓''� �'� w< �;M=` ,". _. i" w � �. FOrZ FUIURE- EyPAQC.I00. _ �. 4 } �•`� 11. THE GOLD CQIr2ZSE SHALL_ BE SHOWW A5 TRACT"A' 0►J THE FINAL PLHT. !; !- \ 1 ' r,,, I R, 314 36 �2 j ` M 12. 0 H )ME OWWSRS AS4_,QCIAT)00 WILL 13E P0(?rAS0 FOR THE DEVELOP�IJT � ;y� * '`�. � \ R� , . r'..4f- 80v�'D WITH R DRAFT C THE COVA ,11---QTS A"C RESTRICTIC)OS S05MITT)rt ,T1t'iY /' � '� ((({///\1 , �/ ''� a + 1 \ E � ,* '., d Jn ,w,A.. / , � � \ Gr \ J+ ,� I .�j, I O� ';• E CITY FOR RE'J+k`W, SRI OR' TO PFCOWDING OF THE FINAL PLAT• ! f - } Lr► "/ O + ~ I \ '0 �, ,_ - �,pj 4 �* r - ` 13. 4i'• Z(: In iAGE ST-uoy r'Ot2. -n4E F70TI RE HAS 13EFfJ COM w_2TeD FJR THE OREA1 y� = / {.S L �ETWEEIJ S•W. PAC,F71 W`!. ANf� S.btl, 91:5 AVt_i � 2 3,'7_ , O F° '"< 4 � N• �� , 7T1CLUptk)G ALL AREAS 7UT ADE THE PR0 11_C K. 130WA OAR1ES. �� , ;,'+ o_ `� \. 1 43 14, THE 2E�� CEA)T 2 Ai 'vHAI_L.IIE SNOIUU A tR(1CT " B' OIJ l"HE F11JAL PLAT , 1 / S,, ,. -1 • 1,�;wr \O� i� \ 1 41 JA p 24 9.1 4� _- 31 \ - .�"'t�t� .. � �� '-- -•-- � ' ; . __�_c------ -_".�,._ ,_. �1 , •`, ,,,.,, -•-�"'':,,•� ^_��'1 " � � �' `,�,P� 4� ' � \:�3 � '� 3 4 3 :• �, ,•'„ h\� ,.29 `•. i' I S'S �.•� .� ;�1. X90 .D.[' •fc ,/'''T^"_'_ .,,•,M _ Z438 .... .�.� +�IV�`+ .:n<•w- - _ C-i�` 4�I \ � \\ _ ``l 1\ \ \\ �' 1 x 'i.rls Y r,R 1 � � � \ I � ' C✓Z P- �iZoo 9, _ ,,�. + .Y•` 13 ` � .� N I J44° I (� P ` ,� \� :- REQ✓F, Qri e Q.1 IJ G. LDG 1 S;RO x 2 4d {' i x T S 220 40 �1 ��l �t-t ! I �1 X1/7 / \/ / / C Ai" ' : �_, •y '~ �� 3?' 35 iP Y3a 1 \ A`' CA wilkyI 351. --- _ ^•- - 1 j ��i�� q0 1 j 11 � oQ � 13'� 1� E �1 �I� � � I LD "_'� __- -� , . ``�O r_ w r NER Bt DEVELOPER -r- 22o I j ' _ 4 $a__ _ - LOr„ TE INP RTIC)N OF TUALATIN DEVELOPMENT CO. INC. -_ _ , ; ! a 1 X90 \ 2, 4Y L , B ARM 15300 S W. 116 rh AVE. � r L. 1 I \ 1 E I/� I/4 TIG+ D, 0KGON TEL. 639-3101 ?`�--- Z4sI S r - B R-1 W W M. ENGINEER- - w / i . . • SURVEYOR i 9 , let 3 it acs' as' 4F,'. �' 3° /L I OC10. 1100. a 1400 HARRlS•Mc MONAGLE ASSOC. \� _ ? ' \•\ J Amo, q WASHINGTON COUNTY 8905 S.W COMMERCIAL ST. TIGARD,OREGON TEL.639-3453 j ---� T I GARD, OREGON , SCALE: I"- 50' DATE: 11/6/72 CONTOUR INTERVALS: 2 FT. > sr Ale szv I \\ LY 14 1 2-S 2219 � , �� Y � � I ) � � �� WILL. !`I E kl.. 6lOhAG1.E TJ:fAF FpRK I oca 1••O "• a" \ ` \ �' 4Sr +```� = _ k a s .I/•p '�"y tj �? . `' n 'a.:: \ MOpL,HOME USE 1 ✓ \ \- `\ ,� ` Q) _. c2j\ 9' \ } I / _ G ti ' SZI �,2' SZ.' REFLECy fl I1 { ` } DRNL- raJ W16L 2FW0JE ALD \ c� - - - _ - -- - - -- `5O, I I JIT / / {c'lr'llAr E WITH \ / _ I y Gi� \ r, kp r • .. .r n al ; >" ry 10 11 �fr� r 1 / !,.[7 1 •,i' ��, y, 1 .*"'.� •7r i-.l 7.. N i.r , '. 1 :•1 „h}•. N *. `!•?d '.�, it �"• ` I \f'•� �,y�,- _y `'rc�°"'<d'- •r ,w`. ,+l's- ,•R.. •-,.' � 4th' © 1 1 -.�n'. // I ' q ,••°;S +•t7 u a q„•'ta, ,,��, ,':�•T tD "♦. •k• � C'� I ,d �1 '1.' ,.:.[., „ '7^ �„...r •�-. ,5 4- "C i.,, tthr Y .J / , f -�I-• • rJ?_ It3 e� .�: `k�,i', � =-rr � `�- - r. Vt�i._ k '(r. ^� -7" t -� W C9.:' C � / } .I}"° � h � ';r. • �+: ��.r. ;I 1 v+7 .. -,,� !r' / Q \Tl , ,r (j r, � J•`•.i \ A _. / � A.. \ _ a M ,, r I ! � ' / �F✓+''tsl: s" .• ' _.. r + _ b :r.: � i• �� 1 � � / � t 1 � r•, rVt 1 -�`��j � .�' I/ /•C "'�'_..7- r �� r 1 T. ,�� •-, nl 1 �:c f. �/�, \ ��_ -� �.; / yb:' ! . M1 94 5 Ir°'MN r' ` \ 6 / \ J 2,c r L1 UTu'I• _ r I ?� E:tJ'A!T-,-E ' \ ,h' . Gd ( 4 - V48 /' \ :1 r _ l• —' 'I .• y,f�', \ �• \ �'• `,1,• Y •• 80r 1 to 41 �i � � / i 4 .r!7' 1 r,r / d' � i �y _CJ /S, ` ''t,a. ,��• •--,•.._.,..,. '�"r ,,.+< r-',.�.' j., ,�(� 1 \' -• ` rI nr ;� �/ i ' r r // /'. � i , � (p•(' / ! .1' .yI ,ur'+ /f"1l,` . , ,_.. , � t !0► \, ` F"`, � •d -'�i. i.s _.-�r•<.,..r... �". :�' y �M��'' \l � `\• � ._. \�(+y//� tib. s/ : i�� - — --- - _ ,Fr1!'ti". '' r_ / Q 94 ''10 'll. •`'...�,�,'_ . "' ` �„"'� '� \ l r / gyp. r'' 6r'T.. •yi!.•d ,,.w.+ « ' ,,:.h j 42 '57- I r�f�� r// 0 I� � • NN T0 � 44 �.•" //B' q+ t.. I �; , i `. '\/ � � /✓G#1 / � :�:3 r "^• - _,_—' -. , + .� ''� t, G1` .J ' - \�,a /i3O/ S + � .y - CC 57 m S8 0° ?O �y p r I I 44 4 / I TC)r 3 1 531rI! _. �.__� , ��` . .__..... SEt i 52' x Bw'- �` . . 5 13 / 10�' IGri. _ _• 9s /e I too is \ ; �W 1 EXISria zv' dL;•/w ! , ` _ �- _ --T �`- x�/'� '� _ .R1K 7iMG 21D' Iit,Aw .� _ _ - `� 10 �_.�;r....�:..:r••,.- ... ,. ;- - -'" - •-.•#-.'--.- ,...k _._,._.._.........v...._.._._._.._._...._a..._..._.._ .... ...,.._......_ .._ ... _.._..._.._.._. __-_....... .._. .:.. `."�.._�::....�'} ACrlitT' Rvt/.�.�G�+l� poll— It ry 1 l �_...r.. _ .—.r _.._--. .- _ •w- .+ice_ _ _++. .. r /.r• .n,r ! ...._. •Y"^ An —r• _ ar \ sr 1 I 1 y., , F1 '7 ' 3 •' ` -" a,+.r.+.....:•.•.-. .._.�+ Mu I� ;�. � <. ,. � �My.d ..iAlq�t"�"/gl'r -- _ _ _ ...,•..-_......_ ._._.- ,.'.,e+......amw.: .,..;*aF _..............:dw.n..,...M._...-.. rw... :•.:' w•rrw�e+•Ir+.•,'an.NpY�,rrl�{ .._ _ . a ` ► - _. -r .a ` t I111�� 1111111 ill�lll 1111111 ►III�Ii 11111(1 Itllll� I�IIYII�IIII�llijlllll IIIIIIIIIIIIII IIIIIIIIIIIIr�I I�IIIIIIIIIII(IIIIIII,;1 ;1,11111111,1,1,111��III,IIIfIIIIIIIIIlIl11�1(+111+1111 ! 1) f NOTE: Ic THIS MICROFILMED 2 34 _ 5 6 7 L9 8 12 10 I I DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO T}# QUALITY OF THE ORIGINAL DRAWING, OE 82 82 Lz 92 Sz Oz Ez 22 Iz Oz 61 91 11 91 SI trl EI zl II 01 6 9 L 9 S b z 130m"" 1+111111111111111111111111N111111111111111[I�111111111�II1111111111111u11IIN111u+IN11111111111111111I111111111�1111111111111111111�gIIII111I111111111I111111II11111111111�IIIII.IIIIIIt1IItIlIIItIIIIIlI111111U1I111(�IIIIf111111111�111111111I1111I1111�11111UlIIIIIIIIII�11111111111IIIIII(WIIIII JULY 61992 ,1, ..._... - _.__ .._.. ....._,... --•.dal-- -:..,II1WaH.. ,.—_..r. __, wa,•-----__ ,,..,-"'____ /,. • as ao a rs q a 1. Prlo I "W 1asl�Yia a< ~t a t ui the Qe% Suit* re 4 setting for7th awa61A' stwAardsM au'mitted toComidedlea for review "Ex l.11,it C approval. This '� 01011 SMlude but not be tial .:.> to landscaping. aetbaeks, building hei its, sipu, streets, proporlN LproveMsnts. siGS" ks, cul-W, gutters, par iJ1g, service and storage areas. I i All land within fns 40"].GAsnt sinal/ be wed for reaidential and ereareatit�al sea, except tbat the area designated for oommenital eves on the site plan i say include service and/or yrofensional office uses sereing the developo"t. If such uses ars approved. the Plannin Camisslon shall approve the location, @craas, alta and range Of permitted Wes. 3, Each phase of the development shall reviewed and approved by the Planning Cossrission. At the time of approval of each phase, the densities and uses shell be approveA. 4. A boat and troller ctorate area Phall be designated in an are^ contained by an opaque fence or sight obsonring :andscape screening maintained at not less than six feet nor acre than seven (7) feet in height, he spertae...s 1n the project shall be developed In a ordanco with A-2 standards unless otherwise approved "1 s sped fic site plan by the Planning COmillesion. 6. The overall density of the development shall be no rtrestor than 6.25 dwlling units per acre (1250 total inits) with a total population not to exceed 2400 �•reon@. 7. Tht setbacks and lot sizes as proposed for single f sal !y units shall be approved unles,t otherwise PPO( itied by the Plaming Commission, except that there ,hall be a ten ( 1.0) foot minleum yard requirement cher• any Yard abuts a public street. A. Apprival uc any lots to be subdivided shall be through the subdivision OrdlrAnce procedures. 9. (Spon @pace shall be mair tamed through a Homeowners Association or by the developers with convenants submitted for approval at the filing of the final plot 10. All Utilities shall be subsurface .installations. 11 , iinuatnp shall be limited to an average density of no erre than 1.92 persons per dwelling unit. 1. . Lxcluded par.:els surrounded by "Summerfi+ld' shall be included in the site plan with the possibility Of access prodded these parcels to el.tainate their isolation. P, 1 - EXHIBIT _ y C/� VAtib FC{2 EA)TIRE, ©iyJ }�I //O�V S bE VECDPMrA r or- .�_ SuMNf QFIL LD /�pipJ, py e•A v { 11. There shall be dodiaation to 45 feet from centerline in .).W. Durham Road. i4 . There shall be dediOatlon of 15 feet from centerline with a 40 foot iaprovn t provided on S.M. 98th where the development abuts both aides of the road and a half street iaprove■ent where the development abuts only one aide of the road. 15. There &hall be dedication of 25 feet from centerline ( 1, feet improvement) on S.M. Move Street with half street improvement rhere applicable. ' 16. There shall be dedication of 30 feet from centerline j on S.W. Sattler '06 feet improvement) with half street improvement where applicable. ) '. Internal street improvements will be designated at the time of the platting of the subdivision. N. —.Pro- shall be no occupancy without public water rnd IU. 4 �npy of the deed restrictions and covenants shall u• attached to the appm ved plan to help insure + r 'nrm+.l; with planned densities. l�. Wheys ,l of the development shall not be approved until additional water service is avoilabl,A to the irard Water District from the city of Portland anrt/or city of Lake Oowego. 'Apilf peport - "Som merfield" L - rr ..fit 9C �. �� . • .. '" -yf 'r,••; • .:r'. *4, r. j. )SIT' v1 � ° •N�� f- .. `�' f. S, ws, , •:,• FFA FiV�_ i Cly v , 79' d • is �.- �. °�'l � Jre cA l 6r2 tl ^,r 1 ��.. ha�ne .r�• 3.c��cd -c };_repo. 3 ! .;at �:n ��pz•.? , m��3t GZ'�17�rig `pj•K+�:��•�''_ �'�! i f11'1'�G' r :; J'', a.��.' .>3i.0^,�_ 'n . t•;1. ..+ .ti •'r:elwi.R:I. + `` � !rC .t.�.1lQ '2!� CC�l�i.l�r:',:.� '!r;'�1; � -�, i. :1�(1ji$L7Q71.i;:.�. i31tiQ:'f7's �'•,� f,, ��'A M'.�• �11C1. b'1� ^Y:.�`,7..'.; :1 T' �:I':')t�", _ _.: _L�irJ.t. .• � , Plano for ou: fac [] � �',� + � •:*, 1.� w��S��y. 4.C,jt1"S'"f"_:'l...i'��`•�:,.�:,�_ :�s.:.i,�f l ..r,•r � ..1d�.�ii'.+.s$6�'�:�;'f�fidR�,�"!!yY �� `+`N$• HARRIS - McMONAGLE A XIATES L EEU7 2D OLS UMME U UL 8905 S.W. Commercial ocreet TIGARD, OREGON 97223 _ _-7-50-0 50 NO (503) 639-3453 ATTE TION TO VrTS U/C J /��r�°L; pE ..-> s�12 L,c�•C� si'r• ' .�� L i71L- GENTLEMEN: WE ARE SENDING YOU C4 ached Under separate cover via_ the following Mems: CI Shop drawings 0 Prints C ans_ 0 Samples 0 Specifications ❑ Copy of letter ❑ Change order O _ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: L or approval 0 Approved as submitted 1.1 Resubmit— ___-copies for approval or your use 0 Approved as noted CJ Submit _copies for distribution - ❑ As requested Cl Returned for corrections F!I eturn_ / corrected prints review and comment [J FORj BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS T�G f j;.f.�j.�`' 2-�%,_��'Tt—�_ �C'.S / fC/ c•'y-s" '. l !`..ld� `_.��/��'r�.� .S'T,.�r.FT�-��•xJ S,��/�1 /�.�✓-f�C_ ..?�S—.S.�084'-.S G3_.__ _� -.—.C1`�- j.E"f f"��4 rf1G Sa�,<�•�,,�/ir'y .-arc-;I�',k?_I ,S' _�� c�= /t7�. �'4 � t- lG�t'/ 7�EJ� %J►� f �! sG" e�� !t s7e1.., .✓/S �' �� ;�.aii� f7 -TI�wG �/✓)�?,f�''.e�_.�,_;�..=G� -�t�.T•r_ ti. «�_l1_—�.3L'� ..��'�.�.17a-._' ,1F� .5't9'�L COPY TO -- --ti SIGN It enclosures are not es noted. kindly notify us Af once. �. CITY OF TIGARD. URE ENGINEERING DIVISION ; W DEPT. JOB NO PROJECT `NSPECTION REPORT . _ PROJECT TI — a D AT E: ---- P R U G R E S S: _/-�4 a�__ .�� sRT__ ��-5._.._�.4�U1 ►�. �T1��4"( ci _ ___� 'VOTES WEATHER '..IrM4MMl�/I�+.��nw.��wrw_w...rr... �.r.7A�11� •A.A�IY^rr.•il CITY OF TI GARD, URE. ENGINEERING DIVISION, --'W DEP" P40JECT INSPECTION REPORT J06 NC.♦,_ PNOJEC,T -- DA,rE: PROGR .S; NOTES : WEATHER — a CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT: PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE: Jcyly 1yNlu. - DATE: -- PROGRESS TO DATE : I11�«y SPECIAL PROBLEMS: i`�►� ��' EST % PROJECT/ ITEM COMPLETION: INSPECTOR C'TY OF TIGARD. URE ENGINEERING DIVISION OW DEPT. PRQtjECT INSPECTION REPORT JOB NO.--- PROJECT TI DA PROGRESS: � �'_: _ PROGRESS: --lVgmf..._ .. OT E S: _-- _.. '4EA.THER; CITY OF TI GARD, ORE. � ENGINEERING DIVISION, -' W 0EP„ PROJECT INSPECTION REPORT J0a NC PHOJEG �. ��rvJm mak: IAf4 - iN�ST~ PRO NOT E W E A T H E R-_ r, 6 "�� Y..i4h'✓ -- ---- I N S f' OR ----- ..a�rr r CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT. PROJECT INSPECTION REPORT JOB N0. PROJECT TITLE: _. L t.,r - _ _ - ------- --- ---- DATE: — ,y PROGRESS: � NOTE S: WEATHER: --- ------,.��---- INSPECTOR CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT ' PROJECT INSPECTION REPORT JOB NO. _ PROJEC TITLE : • DATE: PROGRESS ' ---- ----.----- NOTES : WEATHER !�!��. n •�:-- – --- INSPECTOR s �► CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0, PROJECT TITLE:_ ,- K_ t.:�_.__ vhf✓i DATE:---- PROGRESS ATE: -_-PROGRESS TO DATE : ;PECIAL PROBLEMS' - "6" EST % PROJECT/ ITEM COMPLETION'_____ INSPECTOR CITY OF TIGARD, ORE. ENGINEERING DIVISION, P DEPT. JOB PROJECT INSPECTION REPORT NO_._.. -_ _ PROJECT DATE'. PROGRESS' NOTE S:-- WEATHER::.__-WEATHER; INSPECTOR- CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW, DEPT. PROJECT INSPECTION REPORT Job NO. .� PROJECT TITLE : --DATE' - - -PROGRESS : NOTES : WEATHER INSPECTOR r Agercy Attention: Mr. Dan Potter Rei : :,ummerfield Sanitary Sewer i,aterale Do r Uczn: Sometime ago I spoke to you concearninq the Lisp of single 6" stale laterals to serve two lots rather than sine r 0 serve each lot. As you ate aware, the number- of people that will. occupy the living units within the project will be an average 1 .6 people per unit in comFarison to an averaae of 3.5 people per unit in normal residential develolmei t. By using single 6" laterals to serve two homes you eliminate half the laterals that would norma lly be required, thereby reducing the amount of line in which potential infiltration of ground water into the main system and treatment facil3.ties . One of the l.r&,Iems that cau,;eb Stoppaged in the sewer laterals is the cross section wetted Ferimeter in relntionshir� to the sc,lids that have to he suvI*ndod within it, to flow through the line. Since the density factor is less than half the normal and no children under lA years of age are allnwed to live in the project, the usage of the sewer lateral. wil' ,e at least half that of normal residential housing. The question of stoppage was of some concern during our last rorivereation, who clears the line if a stoppage should occur? If lots one and two are connected to the some lateral, and lot ons Rystem works but lot two is plugged, then lot two would pay, If both lots are plugged :hen the stoppage is in the lateral of which each lot has equal and undivided interest each lot pays half the cost, since both contributed to the problem. ELAUMA-W-JET Hers► in Tigard, newer laterals contribute about one-half of one r-ereent to the problem of stoppage. I feel quite strong that stoppages clue to latersls is insignificant compared to the advantage gained from two homes on one lateral. I would like to recommend that this ty};a of construction be allt wed, due to this high density planned unit development. Sincerely, Nick Hisbert J Director oV Public works i N11168 CITY OF TIGARD, ORE . ENGINEERING DIVISION, P W. DEPT. JOB PROJECT INSPECTION REPORT n��---- -- - ROoECT DATE' - PROGRESS: NOTE S: WEATHER • INSPECTOR ,-- ,,— CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJECT TITLE DATE: °Qn KESS NOTES : W AI- HFR ---- I NSPEC TOR Q 1;141;1 �D✓Le�L `,t r / *-rn.,:...ri, �� •-tri .. w, ', � I��'. 1. The Staff reoim nAed apWoval with conditions. 1 .a 2. Commission Discussion NO Action. ) ., a. Mr. Lewis asked when public sower and water would be available to the subdivision. b. Mr. Marshall said he hoped the Department of environ- mental ouality would approve the !ting City treatment plant expansion within 60 to 120 days, he said the requested S modrl hones would be completed in about 120 days. Se also said the Tiqard Water District had already approved service to a maximum of SO dwelling units within trio first subdivision. C. The City Planner said that one of the conditions of the P-,j Planned Development zone change required ___.yt� lic Viewer and water availability before occupancy. / d. It was moved (Lewis) , seconded (barkhurst) and I passed by a unanimous vote of the Commission present to approve the preliminary plat with staff conditionst i + 1. That engineering nq g plans and specifications shall be approved prior to acceptance of the Final Plat. 2. That all strset:4 shall be named prior to acceptance t of the Final Plat. t 3. That the homeowners Association Agreement shall be approved in force by the City Attorney, and shall insure maintenance, of all recreational facilities and areas. 4. That the Dr.aiaage Study for the entire basin be reviewed and approved by the Public Works Departnen� prior to aace,>tance of the Final Plat. 1\ 5. That the Final Plat provide a plat rastricti.on against direct vehicular access onto S.W. Durham Road, except for designated streets. VII. DEDICATIONS iA. S.W. 75th Avenue I. The staff recommended approval of the street dedication. 2. Con.—n ion Discuasi,3n and Action. a. It was moved (aarkhurst) . seconded Oia• tman) and passed by unanimouu vote of the Comnigsion present to approve the street dedication. Page 6 - PC Minutes - December 19, 1972 d 1114 P-4 A 7 � R CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT. JOB NO PROJECT INSPECTION REPORT PROJECT TITLE: �r.,..,t_c� i L •.� — — --- — — — ------- _--- DATE: PROGRESS: i7-- NOTE NOTE S:_ — WEATHER • INSPECTOR _ CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW, DEPT. PROJECT INSPECTION REPORT JOB N0. y PROJECT TITLE DATE: „ PROGRESS ! — — — ----- --------- ------ NOTES WEATHER INSPECTOR �__ HARRIS -- MCMONAoT.E ASSOCIATES t ICNG IN ICRR0I-PII7RVRYORB 8905 S.W.COMMEROIAL6TREET TIGARD.OREGON 97228 TiumpnoNID(608)989-8468 ' J ITV OF TIr,ARU December 15, 1n/72 City of TiCard Director of Fublic ','Vorlrs City, Fall Ti ard, Ore;*on 07223 Attention: Mr. 'Tick Hiebert Gentlemen RE: Summerfield Sanitary Sewer Laterals This letter - .11 confirm our phone conversation on December 13, 10.72 concernin-r the use of single t11 side laterals to oerve two lots rather than single 6" laterals to Hach lot . As you are aware the number of people that will occupy the living units within the project will be an average 1.6 people per unit in comparison to an average of 3.5 people per unit in normal residential development . 1 - One of the problems that causes titoppa-cs in the sewer laterals io the cross sectional wetted perimeter in relationship to the solids that have to be suspended within it to flog, throuf,h the line , since the density factor is less than half normal and no children under 18 years of a,7c are allowed to live in the project the usae of the sewer lateral will be at least half that of normal residential housin,-7. 2 - The second reason is that by us-inc single C" laterals to serve two homes you eliminate half the laterals that would normal.1.- be needed thereby reducing that much line in which potential infiltration of roun,i water into than main system and treatment facilities. 3 - The question arisen what if a stoppage should occur who chars the line? if loth one and two are connected to the some lateral and lot one system works but lot two is plu, 7e6 then lot t,,.,o pays but if both lots, are plugged then the stoppage is in the lateral r_ f which each lot has an equal and undivided interest each lot pays half the cc ^t, as both contributed to the problem. HARRIS - MGMONAGI E ASSOCIATES IONCIMMIERO_OURV m7ORA 8906 S.W.COMMERCIAT',STREET TIGARD.OREGON 97223 TmmopuoNn(608)6a9-8468 December 15, 1972 City of Tiard `E: Slammerfield Sanitary Sewor Laterals FaCe 2 It is my understanding that about one half of one percent of the sewer laterals cause this Problem of storrago I there- fore thin% that the advar_tat cs st.-t-,d in items one and two far out viii-h the possible problems involved in item three. I respectively request tliat Jou consider t1nese items and make your recomr;rendation to the Unified Sewerac Agency. Sincere ; IN L. P4ct4ona,..e r J/ 1 1 CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. --- - - - -- - PROJECT TITLE: - DATE: _ PROGRESS TO DATE : -- SPECIAL PROBLEMS: r,-J ,A+vV 2011) iv,Tl! EST % PROJECT/ ITF M COMPLETION: ---- --- INSPECTOR - CITY OF TIGARD, ORE . ENGINEERING DIVISION, RW DEPT. JOB N0. PROJECT INSPECTION REPORT _ PROJECT TITLE: -ainty,�_k -- DATE -- —- - PROGRESS:�lor�e NOTE S: WE=ATHER; yam_ " 4 ! ^ GUkGnSl INSPECTOR CITY OF TI GARDE ORE. ENGINEERING DIVISION, PW. DEFT. PROJECT INSPECTION REPORT JOB NO. PROJECT TITLE : DATE: -- PROGRESS _ NOTES WEATHER yr.► "- INSPECTOR `,c� c z DEPARTMENT OF cif, 1 " ENVIRONMENTAL QUALITY 0/1 1-9 40 U TERMINAL SALES BLDG. • 1234 S.W. MORRISON ST. • PORTLAND, OREGON 97205 TOM McCALL (,UVLRNOR December 7, 1972 L. B. UAY Director ENVIRONMENTAL QUALITY COMMISSION B. A.McPHILLIPS Chelrman,MtMinnvllle EDWARD C. HARMS, JR. City of Tigard Springfield Post Office Box 23557 STORRS S, WATERMAN Tigard, OR 9723 Re: S - King City Portland GEORGE A. McMA1H Portland Attention: Mr. Robert F. Ilill ARNOLD M. COGAN Portland Gentlemen: This is co acknowledge receipt of your letter regarding six building permits for model homes in the city of Tigard. The.--;e homes will be in the King City sewer area; however, until the King City sewage treatment slant is rehabilitated and brought up to state requirements, no physical connection will be made to the sewer system from the proposed homes. We have no objection to this procedure and will notify you when the sewage treatment plant is performinr,X satisfactorily and sewer connections are possible. We greatly appreciate your cooperation it, these matters. Very truly yours, 1 � Harold L. Sawyer, Director Water Q»ality Division PDC:cjh cc: Metro District Office cc: Washington County HealtY. Dept. cc: Tualatin Development rimpany cc: City of King City DEQ I LELEPHONE: 15031 229-5696 CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT. PROJECT INSPECTION REPORT J 0 B NO----,-- ,-- PROJECT O------- --PROJECT TITLE: .sijjvlaar =':t." ) w��r DATE:--ii --, . PROGRESS: NOTE S:--- WEATHER::--WEATHER; INSPE CTOR---L.v CITY OF TIGARD, ORE. r-NGINEERING DIVISION, PW. DEPT. PR ECT INSPECTION REPORT JOB N0. PROJECT TITLE — DATE: _ - -- -- - — PROGRESS ! - - - �� — NOTES WEATHER INSPECTOR t'. w CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY J 0 B NO. --- PROJECT TITLE: LjQw"z E-.L- 11'1 �z- �-L w.=•.r DATE: -�'`-7Z - - ----...-------- PROGRESS TO DATE : /UCYvt SPECIAL PROBLEMS.' 5,pkjow iati.rJ EST. % FR00ECT/ ITEM COMPLETION: INSPECTOR ��- � w CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW DEPT. dOB NO. PROJECT INSPECTION REPORT PROJECT TITLE c f�rLn -- DATE: / - am PROGRESS: rUDh��a NOTE S:--- WE ATH E R., : -WEATHER; --f -�r- '� _`.n.a��• ---------- INSPECTOR_ CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJECT TITLE : •,mow ., , F 1 DATE -- ------ - PROGRESS ' NOTES .'----- WEATHER OTES :WEATHER - _ - INSPECTOR CITY OF TIGARD, ORE. ENGINEERING DIVISION, P.W. DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT TITLE:- DATE: PROGRESS' —tj nj-JNF NOTE S: WEATHER- INSPECTOR Ae-; CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT JOB NO. PROJECT- TITLE DATE: PROGRESS ' NOTES WEATHER - INSPECTOR CITY OF TIGARD, ORE . ENGINEERING DIVISION, P.W. DEPT. JOB N0 PROJECT INSPECTION REPORT _- _ PROJECT TITLE:_Lurvity)f is 1- IE �--T) wr-,i-_ —_- ----_---- DATE: - PROGRESS:_ ./"'��i/��/� 3 b`,—�.L✓]�.� S��I '�_v� =��Llc,;;y�s ii�E_ /!�L�/ 1JuyG ''LI Nov NOTE S:—, WEATHER; -- INSPECTOR 1��• c CITY OF TI CARD, ORE. ENGINEERING DIVISION, PW DEPT. PROJECT INSPECTION REPORT JOB NO, PROJECT TITLE : DATE— PRO GR E 3 S ATEPROGRESS L-1 c ,,j NOTES —_� WEATHER L L)r� i.t. ; INSPECTOR --�-- CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY ,J 0 B NO. PROJECT TITLE: - ---_.__....__.----------- PROGRESS TO DATE : f1WvE rirvrsNdL �i8'G..r,ffl siiv� ,�o '� ,iv».1� _ I �E /Ir-:I Iti) ±1 ALG. a LEAN uA r vO,L✓ __letiLC 5 CZT 60 aL,iv'. $� ivF_.r T k' AMM c_' 7Dlv`71� SPECIAL PROBLEMS: fA?i6T i1vo °K o4j lyroso sIET (nF f=L�4►.. r C_. EST % PROJECT/ ITEM COMPLETION: INSPECTOR ice• _ CITY OF TIGAR:, ORE. ENGINEERING DIVISION, RW DEPT. PROJECT INSPECTION REPORT J 0 B NO_�..----- - ----- ---- PROJECT TITLE: nu ur. aci i--!t LL DATE: - - — PROGRESS: NOTES WF A, HER'?" �v►;' c.r,;r INSPECTOR - CITY NSPECTOR CITY OF TI GARD, ORE. ENGINEERING DIVISION, PW, DEPT. PROJECT INSPECTION REPORT JOB NO ----- — — PROJECT TITLE :_ 3yn �,v,rxk DATE'. — PROGRESS ' ATE:PROGRESS ' NOTES : INSPECTOR CITY OF TIGARD, ORE . ENGINEERING DIVISION, P. W. DEPT. PROJECT INSPECTION REPORT 3 N0 -- ----- - --- -- -- ----------- — JECT TITLE: PROGRESS: ��; ;% T]< �� "�1 , :i:l��i ,'� :sTp 334-sa Aef NOTE S: WEATHER; INSPECTOR_ !=•k . C, --_ - CITY OF TI GARD, ORE. ENGINEERING DIVISION, PW. DEPT. PROJECT INSPECTION REPORT Jl1B N0. - "t,'OJECT TITL i z v. DATE P7 )^RESS . ?�,."� �- .�Y7 49fi3o NOTES ----------- WEATHER - INSPECTOR 3V ltao=nr=li Oo-xxx%.V- Oreg a To_— �r'r' I c—X - nate 10" to "7_Z ._Time__1�,� WHILE YOU WERE OUT or -- Phone A P TELEPHONED PLEASE CAL'. CALLED TO SEE YOU WILL CALL ACAIN WANTS TO Sal YOU RUSH Elk c k2A/ 7G. r'tA P4t0JiF-C7 PL./*.,`I.-5 Y'�7 3d -57 3yi 1�.• 14, ORDINANCE No. 71.-,—. AP? ORDINANCE AUTHCRIZZMG CONDITIONAL USE(S) ON LANDS OF A. E. DuMars, et al in Section 2, Township 2 South, Range 1 West, W.M. TIGAR.D, WASHINGTON COUNTY, OREGON. Conditional Use Appeal - Application denied by Planning Commission, Applicant is George L. Penrose. Request for approval to allow two duplexes c one R-7, Single Family Residential parcel (Tax Lot 4303) located on the went side of S.W,. Grant Street directly across from S.W. School Street, Map 2SI 2BC, Tax Lcts 4300 and 4303. (a) Ray Raltgila gave staff report and reco. mended denial. (b) 8:00 P.M. Public fearing Those who testified against: Don Re--hr, 10250 S.W. School Mrs. George Fiddler, 12900 S.W,, Watkins Mr. R. W. Campbell, 13025 S.W, Grant Public Hearing Closed (c) Motion to adopt: Councilwoman Paisley, seconded by Councilman Norton. Motion den Unai ou vot of Council. present. ouncilman Mocr�tained fro voting because of his close associat on Mr. Pen ose. 19'. TRAFFIC SIGN A —`S I AQCIN, JOHNSON HIGHWAY 99W ��an 'r (a) Ad 'ni�ator stated a had received preliminary m t9 State of egon for the traffic signal. � mho �5 11 call f bids January 16th and work to t b44Mplete in 120- days. Administrator requested o ncil to consi the possibility of prohibiting left land turns on ghway 99W. If left hand turns were allowed it y destroy e':fect of pretiming system being 9 install Council. to study the matter further. OTHER BUSINESS _ C BURY SQUARE SEWER EASEMENT (1) Director of Public Works advised Council the Day Care Center was built over part of the sewer easement and Praggastis-Ale.•under were requesting the easement be modified to take care rf the encroachment. City Attorney stated City had bought easement from private owner. Alexander-Praggastis et al are the new owners and cannot correct the matter by givizsy the City a new deed. Council instructed City Administrator and Attorney to draw up a permit to ellow Alexander and Praggastis to encumber the City sewer easement., r PAGE 3 - COUNCIL MINUThZi - DECEMAER 13, 1911 1 I 1 1 c�� d w� Grt TF:?r O�Y�Cr 4/C//en PP e C4 0 �.., WASHINGTON tlVY p� 111T NNING DEPARTMENT a III M mom Of 00lM1Y cOM11>{i t o vAs v O V 1 frpR fIA/IIIMII'fOM t70IIMTY, ON[oON RECEIVE? In the natter of Putltion Ne. 7:�Zi'�a 1 NESVIUTIc.t A.AU 'Jf/th.fc r,,r naenJmdnt ut tM Zonis% Hops (Cnvwoo 1 In Ijnv) c,f vothlniton Woolfy .)y ► 40how; ,1k Lk •,u. l.•,iftS Tualatin uuvaluper►nt i orp&Mr, Inc. of sl 1 The aWvr ontltleu matter cede on r,)drlerly ovt�r., tns u,.urj yt Its %voting of Sop^ombwr I., 01., and It appeoring to ttfs Ji,ard that the Novo noses p6tlfluner uppliw to the plaanlnp Cooralsalon of rlfrshingto* Cwnty for an wwn,Y+aat t� the toniry mops ,)f sashlnptvn ',urnty Ichonjo In ton*) of corteln real pr ,porty, prravent to Sdctlon iif),) of Mu ershln,ltw, .aunty :uninw .,ralnafte, wnl.n sold petition Is now D%.fure the .ward Our pvr lf,; haarinl, 1 50 final urd.r, and It opp*ar0d tt, tha dues at Its sewtlnl, a.f Aryust 1, 1-% It whl,.h tl,+o t',Ia matter was first runslJervd, that from the tostlewnt. re;x.)rts, a*d Interuotlon pgd*ceJ Pt tlw petltlaner, Inturestot, pertica, thn rl*nfllny I.uMlr$Ion -Ad the Plannlny ,•upertrawnt, tt.at wale 1c"t1 'r' shoold De held over one week for a full duar.l; on,: It rppeorI n,� to the . ,ar1 that tho Inova wntltlwf. f+7ltwr '•wdln Chas on before tho +ward s• Its aeutln4 of ,wwwvl d, I01„ 4n.1 It app erinjl t,. the dudrd that tho patlrlvn was ronandsa to tho rlonnlny crselsslun With the IGIIofrina .11rwciluriv 1. That our* specific plans for sorvlm, ?No a•,1,,�•.t l,-.,pwrty en❑ Intervonlny Fruportles W h udeQYatA C,enmr,nlTr wat.rr. spears and roods, _ !+sclally with referar.c,i hr tits timinj ^fed Installation ,,f arch Imyruvoments ,m pmvlslun f,tr tho Sae. by rwtoom,etndOIons ,f ",naltl�•�.�1 appr�vr. tar reflect lapinamntsilon ut •,vhf. plans. 1. Na' ;Isnning ":asslsslun ,,ncortr..4 d Ao,tslty 01,r•1•I ,t Present •rd futrre proje+•tes 'ovol.Vassnts to tetermine Th, rwl ,tlur rf a,onsItles yrup"bj by file spell,. nt tt tnosu (,r4ju►bb fur the moss surruundsn., In t,rder that the, *sarj h)vo n Worn .oJ.juntt, Duals for o Iwnd Jea seNrwlnAel u,. 3. That a cawition of approval be framed by tM ►lehning Gaaalsslon to prevent visual Impact by "hi,1n-rlGe" aprrt- Monts. 4, That t%o Ity of Tigard be regeGsted tl Joln In the *bow* stwdlas God ►ubwlf recoxiwnd•tlows as It dewme apprrrpriato. i dad upon • successful ru0ue1t from tree It appeared % the word tMt, ties Matter ag fhe sbtwe Wo come on before the kkiord at Its epollcas t, anetlA9 Of Sophmbor S. I M, end It appMring to the uwrd that the petition should 'aIle ad cure- tinued to the 5eptomber 11 meeting for tsstl-,,ny trio those uypKssod eau robuttal from Tueldtln ,evalopment and It elpesrlow to the Kort fast the above entltlhu +otter ajait� carr on "for* Ma ¢ward at Its meeting of Septw*or 1:, 191::; ons It e4%pearin4 to the "rd that the above antltl w petltlwl shQ1010 be granted Mo the flnuings of the plenaing ;vamisslvn, eld^nli'g Staff dnJ guard os bounty Com1Glsslon S, N su"lgatentpi, slwuld bu adJptad +s "" basis for Ma OWd's /eClslua, Mond the kkard being 4"10111 advlouJ In t1w prealses; It Is, therefore KftllyEO AND AULRLU that tM pol'itlon uas hereimobvvw Made Is graMeu and the tlredirvys of tea PIGnnIna unaslsslon l Go daseriboo In Inhl►It "H", as suppleMa^tM at the findings ,f the dwru of (Awnty pow is►lonars so deecribed In Lx1libit "(.", dttw:hed nursto end by MIs reference Made a part hereof. are adopted+ •rel It Is further 4S06YEU ut0 UfMICU Mat the olreetor, .wpart+asnt of -4c,066 end iloetlt,as of 114Lhingto" ;,,Anty. be end he Ib herby diroetaa to anter the Ispe , orloto notation on the offlclsl 'on'% "alae of M►shl� )te,n 'Aunty, sfwming thst the property subject to this tors Change, lahlslt 'h' , attached hereto, ',as 000 ehdnpoa it, Jxlho from A-1 to P-a .i!:a l vu aeyNauer to. 1912, dCCwll•q to the .loning �.Wdinenco fit dasnliq,tce. .Wanty and thin rules and requl,.flomf 31 this "rd. j I i,ATEU this 12tH day o1 �ioptw oor. 10— JOAK) JV LJUPfTY „0*041 SS I-f,(: - Pok oASHINLTUN Joi,1t G. hn►ckE►r. .:�►�1 nye_.._ __._ ._. --- - - ..._ ryes w9H B V - Firew'tl i. I i ' IC•+1Ni. AW)t A 4u. 'rL 7 2- l.1l1• L WASHINGTON COUNTY PLA'41NINC DEPARTMENT September a, 172 RECEIVED \l Hoard of (county Commissioners Washington County Courthouse j Hillsiearo, Oregon 9T123 Rei kroposed "Suemorfield" Project Oeatlewn: The Tigard city council and Planning Commission mot jointly with Mr. Oeorgo Marshall cad Mr. Hill. Mslbnagle on August 29 to review the plana for the proposed 200 more "9umserfield" project. Thos purpose of the meeting was to insure that the proposal conformed to the foals and standards of the adopted Tigard Comunity Play--and to clarify vide-spraad rumors ooaaerning "high rise" buildings, etc. Another purpose was to review this conditions recommended by the County J'M=ing Commission, Two primary cxUaoerse were discussod at the smarting. First, it was �\ agreed that the proposed ag restrictions within the project ^.ould Possibly chane is tht future. Hu" aba oz could conceivably take place by s collapse of the Mra veasrs Association, by homeowners action, or by legal actions oonesrniag ap discrimination. By reducing the maximus density per gross sore fnvo 7.00 to 6.25 dvolliag units, any possible obanges in age restrictiau would nit greatly abarege Lha over-w,LL population of the planned 3erslopment beoauss of the number of one sod two bedroom units--wad would 5e in line with designated residential dans i t i•s within the Tigard C9mmunl ty Plan. A second concern was the applicant's proposal for five-story buildings at the inter'%ectiuo of Ourbas Road and Pacific lligb1miy. It Mer felt that dsrnelopmsnt of over two-stories in height Mat-radi-ated the current Tigard inanity Plan'n desi,gstion for urban Low density-and its I Dowd of Owmty Oondssi,00mm 8eytw mer 8, Im ftV 2 single family residential abaracter. It me agreed that it the proyerty ovner determines an s^tual aounwity mead and benefit from medium-rise faoll1ties in the rutuee, swab a pmsal should be rrooessed as &a R-andsent to the appm) P-A sone and plan. In this way, public 1 hearings vould gala altimen input, and this County and/or City oould analyse the actual i"act of such rtructures on the surrounding land and oommunity as a wbols. i The other oonoern related to the manner in rbicl each plass of devoloyaent would be revisved and approved to insure owWotman.oe vith planned densities i and availability of public vater and sever servtoe. I It was also the opinion of tie Council and Plaoining Commission that the physical planning of tr proposed project was very vel.l ooncelved. With the above ooasiderations in diad, the Tigard Planning Commission and r—� City Ocuneil reeosmaenA the follovtag mods laablons and addition@ to the ooaditions of appmal for the requested P-R, Plr ned Eh sidential sone classification: 1.. Modify condition number three (3) to read as follows: "Saab � dose of the development shall be revierad and approved by the Plamins Commission. A: to time of approval of sash phase, the densities and uses shall be approved." 2. Modify condition number six (6) to read as follows: ti "The density of the development shill be oo greater than 6.25 dwelling units per sore (1250 total units) with a total population not tc exceed 24W jersons." j. Modify oonditioe number eleven (11) to read as follow: "dousi&4 shill be limited t3 an evera0 density of no mare than 1.98 persons per dualling :malt." �. Add condition number nineteen (19) to rmd as follows: "A copy of the deed restrictions and oouv�tnants shall be attached to the approved plan to help insure eoaforsity vitt planned densities." Bout of Oounty Oomi"Umeen a■lcar 8, AMP S• A" ao+mfition wAmber f+wuq (20) U read as follow: "POsee ii of the ed11 a" be Omworee mul after a"itiomal ti.1ar ..r.io. ...il.Diutl► i. Swraasteea to the vaser dietriet from w city at Foart,laal am/ar Lahe Oev,W.• I, $isoei'aly, Dan Larsen, Mayor I Si" Yriltaker plan iaig Oommis.iocn c%SAr■aa llLl?Ycfe W� eat Max Mlih, oowmty Admiairte*tiMe Otrioer Ihs XODanJS�60 MaehiaStoa OWARtr P.l+s MIAG Dept.. Oeory Marshall► Tva stia Dewlopmemt Co. WASHINGTON COUNTY PLANNING COMMISSION Staff Report July li , 1972 Zone Change 72-225-Z for property described as pax lots 1100, 1900, 1901 . 1902, 1302, 1301 , 1303, 2000, 1400 on tax m:p 2SI 10D; tax lots 1000, 900, 1100, '900, 1700, 1600, 200, 2600, rn tax map 2SI IIC and tax lots 900, 1501 , 1500 on tax map 2SI IID. ,applicant: Tualatin Development Company APP L I CANT'S REO!C.T Approval of a change of zone classification from R-7, Single Family Resi- dential to P-R, Planned Residential , on a parcel of land containing approx- imatialtP 201 a(7res. LOCP1 ! r:'G L.'�i-D USE OF SUBJECT PROPERTY The subject site Is located at the northeast corner of the Intersection of SW Pacific Highway and SW Durham Rc,ad and extends easeterly from SW Pacific Highway approximately 6700 feet. The site is directly east of King City. The subject site supports some single family houses and orchards and vacant property. Four parcels supporting houses are e:;- cluded from the development. SURROUNDING ZONING AND LAND USE The subject site abuts King City across Pacific Highway to the west, R-7, Single Family Residential , to the north supporting a house, nursery and developed residentially and further east and north, a subdivision. The northeastern boundary of the subject site abuts the City of Tigard. To the east, R-7 supports open land, some housing and woods to the south across Durham Road. APPLICANT' S JUSTIFICATION The applicant states that: It is the desire and 'intent of the sponsors to develop the proposed subject property into a rtk:)del planned unit development. To accomplish this goal , the finest team of experts available have been working together for a year on the acquisition of land and the land plan. George Rockrlse, of Roma In Sari Francisco, has prepared the land plan. Ted Robinson, of Palos Verdes, California, has laid out the Golf Course Greenbelt with the pre- servation of existing trees and viea,s In mind. Bob Perron, landscapes architect of Portland has been working on the landscape aesthetics. Bill McMonagle, of Tigard, is our engineer and surveyor. CONFORMANCE TO THE PLAN OF DEVELOPMENT ;the adopted Plan of Development for the area designates the subject pro- perty for residential development. POLIC UTILITIES REPORT At the time of this writing, no written verification of the availablilty of sewer and water services for the subject site has been received although the staff has reviewed. 72-225-7. Pa ge 2 STAFF FINDINGS AND RECOMMENDATIONS I . The staff finds that the concept propose,: for the development conforms to Washington County's adopted Plan of Development and to the objec- tives and policies of Tigard's urban low-density residential designation. a. To provide a variety of housing -types to meet the needs of different family size and family income. b. To permit densities that will economically support the cost of necessary public services and facilities. c. Maximum overall density of development of four (4) dwelling units cr two 1,.e ( 12) persons per gross acre. 2. The staff rinds that the proposes' development, with some modifications covereu belay, relates well to the surrounding zoning and existing land u-�:,. The staff finds that the proposal includes: I . 201 acre,: supporting 1407 units. 2. 1 .7 persons per dwelling unit or approximately 2400 total population. 3. Typical residential lot area of 4,000 square Feet. 4. Inclusion of approximately 5 acres of commercial use. 5. 49.5 acres of golf course and natural reserve areas. 6. A 15,000 square foot recreatlun building, lake, pool , tennis courts and parking for 125 cars. 7. Single family lots of 50' X 80' with 10 foot front, 4 fort side and 8 foot rear yards. The staff finds that no provision for pedestrian access areas to the east and to some of the parcels excluded from the Planned Residential develop- ment has been made and although the name ties the area to the existing King City, no provision has been made to tie them physically by overpass or underpass. The staff final that with a development of thi<, magnitude, road improve- ments will be required to serve the additional -asident population and those who will use the recreational facilities. The staff feels that adequate shopping and commercial facilities are pro- vided in proximity to the developmen•,* with the eKception of professional offices and the Planning Commission should review any commercial develop- ment via market analysis from the applicant. The staff therefore recommends approval with the follcwing conditions: I . Prior to the Issuance of any building permit within-. the development, a site plan of the entire development setting fo, th the site develop- ment standards shall be submitted to the Plann.na Director for his review and appruval . This plan shall include but not be limited to landscaping, setbacks, building heights, signs, streets, proposed im- provements, sidewalks, curbs, gutters, parking, service and storage areas. 72-225-Z Page 3 2. All land within the development shall be used for residential and recreational purposes. Commercial uses shall not be approved as indicated on the preliminary site plan unless the Planning Commis- sion specifically does so. If such uses are approved, the Planning Commission shall a; prove the location, access, siting and range of permitted uses. 3. If the development is to be constructed in phases, each phase; shall be determined by the Planning Director. At the time of approval of each phase, the densities and uses shall be approved. 4. A boat and trailer storage area shall be designated in an area con- tained by an opaque fence or sight obscuring landscape screening maintained at not less than six (6) feet nor more than suven (7) feet in helaht. 5. The apartments in the project shall be developed in accordance with A-2 standards unless otherwise approved on j specific: site plan by the Planning Commission. 5. The density of the development shall be no groater than seven (7) units per acre with a total populatic:n not to exceed 2400 persons. 7. The setbacks and loft sizes as proposed for single family units shall be approved unless otherwise specified by the Planning Commission, except that there shall be a ten ( 10) foot minimum yard requirement where iry yard abuts a public street. S. Approval of any lots to be subdivided shall be through the Subdivision Ordinanca procedures. '?. open space shall be maintained through a Homeowners Association or by the developers wi'h covenants submitted for approval et the filing of the final Vlat. 10. All u•tilifies shall be subsurface installations. II . Housing Shall be limited to no more than t«c, persons per dwplliny unit. 12. Excludes) parcels surrounded by King City East shall be included in the site plan with the possibility of access provided these parcels to eliminate their isolation. 13. There shall be dedication to 45 feet from centerline, on SW Durham Road. i4. There shall be dedication of 35 feet from centerline with a 40 foot Improvtrrent provided on SW 98th where the development abuts both sides o the road and a half street improvement where 11--e development abut,: only one side of the rood. 15, There shall be dedication of 25 feet from centerline (32 feet Improve- ment) on SW Naeve Street with half street improvement where applicable. 16. There shall be dedication of 30 feet from centerline on SW Sattler (36 feet improvement) with half street improvement where -ipnlicabie. 17. Internal street Improvements will be deslynated at the time of the platting of the subdivision. 18. There shall be no Development without public water and sewer. 72-225-Z Page 4 PLANNING COMMISSION RECOMMENDATION The Planning Commission recommended that the application be approved subject to the staff conditions. MINUTES 12-22�-Z Tualatin Development Co.. - REQUEST: R- 1 to P-R LOCATION: NE corner- of the Inter. of SW Pacific Hwy. d SW Durham Rd. extending easterly from SW Pacific Highway approximately 6700 feet Mr. McDaniel explained the aerial photo and the surr)unding lane; uses. Mr. McDougald prasented the staff findings that the proposed develop,ilent conforms to the adopted Plan of Development and the objectiveS and policies of Tigard's urban low-density residential designation. Tor, staff finds that the proposed development, with some modifications, relates well io the surrounding zoning and existing land uses. Mr. McDougald briefly explained the proposed development and the staff recom- mendation for approval subject to the following conditions : EX.HWI'T "B„ Kai I . Prior to the Issuance of any building permit within the development, a site plan of the entire development setting forth the site develop- ment standards shall be submitted to the Planning Director for his review and approval . This plan shall Include but not be limited to landscaping, setbacks, building heights, signs, streets, proposed Im- provements, sidewalks, curbs, gutters, parking, service and storage areas. 2. All land within the development shall be used for residential and recreational purposes. Coamercial uses shall not be approved as in- i dlcated on the preliminary site plan unless the Planning Commission specifically does so. If such uses are approved, the Planning Com- mission shall approve the location, access, siting and range of per- mitted uses. 3. If the development Is to be constructed In phases, each phase snail be determined by the Planning Director. At the time of approval of each phase, the densities and uses shall be approved. 4. A boat and trailer storage area shall be designated In an area con- tained by an opaque fence or sight obscuring landscape screening maintained at not less than six (6) feet nor more than seven (7) feet in height, 5. The apartments In the project shall be developed In accordance with A-2 standards unless otherwise approved on a specific site pian by the Planning Commission. 6. The density of the development shall be na greater than seven (7) units per acre witn a total population not to exceed 2400 persons. 7. The setbacks and lot sizes as proposed for single family units shall 5e approved unless otherwlsa specified by the Planning Commission, except that there shall be a ten ( 10) foot minimum yard requirement where any yard abuts a public street. 8. Approval - f any lots to be subdivided shall I- ) through the Subdivision Ordinance procedures. g. Open space shall be maintained through a Homeowners Association or by the developers with covenants submitted for approval at the filing of the final plat. 10. All utilities shall be subsurface Installations. 11 . Housing shall be limited to no more than two persons per dwelling unit. 12. Excluded parcels surrounded by King City East shall be Included in the site plan with the possibility of access provided these parcels to eliminate their Isolation. 13. There shall be dedication to 45 feet from centerline on SW Durham Road, 14, There shall be dedication of 35 feet from centerline with a 40 foot improvement provided on SW 98th Avenue where the development abuts both sides ol, the road a,id a half street Improvement where the develop- ment abuts only one side of the road. 15. There shall he dedication of 25 feet from centerline (32 feet Improve- nwnt) on SW Naeve Street with half street improvement where applicable. 16. There shall be dedication of 30 feet from centerline on SW Sattler (36 feel Improvement) with half street Improvement where applicable. 11. Internal strebt Improvements will be designated at the time of the plattlny of the subdivision. 18. There shall be no development without public water and sewer. LVJIIBIT "B" A t Mr. Ron Sorenson appeared In support of the application and presented Mr. George Rockrise, Hartmet Getties, Jim Perron, George Marshall and Bill McMonagle. Mr. Rockrise presented some slides of the area and the pro- posed development. Mr. Slob Ranee appeared representing about 10 families in the area stating tha,r they have been trying to sell their property but hod a problem because water and sewer did not exist and feel that they should have the right to fair competition In selling their property and not Just one poten- tial buyer and that being the developer of this project. Mr. Steve Telfer appeared stating that there should be no trouble, as far as these ten families that Mr. Renee represented are concerned, In connect- Ing to the Tualatin Development Company sewer lines when they are laid for this project because the system will be deeded to the City of Tigard and that as far as he knows, the Unified Sewerage Agency allows for extension of sewer lines by th• property owners by forming a local Improvement dis- trict. Mr. Art Nesvold appeared asking when Derham Road will be Improved, and where will the developer obtain the water to fill the proposed lakes when they don't have water rights. The public hearing was closed. Mr. Annand moved that the application be approved subject to the staff con- ditions. Mr. Bullier seconded and the motion carried. AYE - Annand , Willer r Curtis Kinney Shattuck i G i 'MIT �� r1w d a� �oDr,1 of Commissioners Serpt. 12, 1972 Page 2 PUBLIC HEARINGS r2-225-Z, Tualatin : evelopment Co. , R-7 to P-R, reconsideration (continued from Sept. 5, 19%). Setting a time limit for the o Tualatin Development Com PPosition and rebuttal of pany was discussed and ..t was decided that the hearing, would proceed without limitation. Arthur Biggs presented a summa ry in regarding., incompatibility of the proposed development, traffic, and sewerposandtion water. He felt the zone change premature and requested it be denied. Jim Cox spoke in Opposition and felt the area should be developed lar density. George Benz appeared in opposition regarding sewers. fAOrge Marshall, Tualatin Development Company, i7 in rebuttal concerning hi-rias, traffic, wsewage situation, ater, irrigation system p spoke golf course crossing at 98th, accepting Tigard Planning Commiss?on recommendations. r Thehearing was closed. Commissioner Masters moved that the recommendations, amendments and conditions from the City of Tigard be added to Washington County Planning Commission conditions and recommendations; condition M1 be modified by adding "crossings". Motion was seconded by Commissioner Wi1,9on; carried 5-0. Commissioner Hout moved that zone change 72-225-Z be approved adopting Planning Commission conditions and findings as amended and including letters froom the City of Tigard, Department of Environmental Quality and Tigard Water District. Commissioner Wilson seconded the motion; carried 5-0. (ZO 72-225) No testimony was received at public hearing on Vacation No. 120, Durham Quarry, and the hearing was closed. Commissioner Masters moved for approval of the vacation, seconded by Commissioner Wilson; carried 5-0. (REO 72-202) Ntestimony was received at and thee hearing was closed. public hearing on Vacation No. 121, Durham, Quarry, that the vacation be approved;Commissioner Wilson moved, seconded by Commissioner Masters, 5-0. (REO 72-•203) No testimony was received at public hearing on establishment of County Road No. all streets in Tract A E B Parkview M5 and Tract A, Parkview #4, and the hearing, was 2158, closed. Commissioner Masters moved for the Ostablishment, seconded by Commissioner Wilson; carried 5-0. (R&0 72-204) RECOMMENDATIONS FaOM THE DIRECTOR OF PUBLIC WORKS Public hearing was set for November 14, 1972 on Vacation No. 124, northerly sec ' of a portion of S.W. Locust Street, and Vacation No. tion i Of S.W. Locust Street, was initiated and public hearing 6set ofor eNovemberi14,o1972pootion motion of Commissioner Wilson, seconded by Commissioner Gardner; carried S-0. (R&0 72-205 and 72-206) i Commissioner Matters moved, seconded by Commissioner Hout, to declare intent to establish the following County Roads: carried 5-0. County Road 21.48, Sc,.olls Mountain Home Road (REO 72-197) County Road 2156, Old Scholls Ferry Road, and accepting Dedication Deeds(REO 72-193E 194 County Road 2161, Cornelius-Shefflin Road, and accepting Dedication Deeds(REO 72-19ff. 195 County Road 2162, S.W. 88th E Morriston (72_198) County Road 2163, S.N. Southview Street (REO 72-199) ^ounty Road 2164, S.W. Mountainview Lane, and accepting Dedication Deed (R60 72-2016 200 --------- -- - -- -- __--- --_ EXHIBITV'G ' ( f I PAvIFIC STEEL WARE'- AUSE UQ. P. 0. BOX 10223 . 3865 N.W. ST. HELENS ROAD . ORTLAND,Or ERnN 97,210 r,F -mot AUTOMATIC ,AWING ,f FLAME CUTTING (?a& 50312,22-3811 Avoid Verbal Messages A-1 CITY OF TIGARD To: From : Subject: _,5 UA,A,kJ PF'J LL � nate L)T/L/T� 4fA770� PCFCRE1JCE f-'LAA-) s k)A7, c-1A -S ;Z ,55 4,r, "ReQ u I re 2 . ,-2 -Ocr 1-f t, V1 err�eu5T S0,00 11��1 �0Ll Ui i Li L I I I v