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SUMMERFIELD NO. 03 SUBDIVISION a �_. .. _ . . .. .. •� � ._�� .. �4 fir.. NOT , �) PRE�6►1T P.Q V .,, -'r.v' ,,. •n a ra,e ', . w.'� »'�!" t - { • ,IL VJ,u,,�..MpiS, A,OQO 5Q.FT, UW , Z yI +r . .. ,.. • ._ . . Sfi.�QM DUH,ua6 CNA�'GE INT'U NATO 2AL ' - F�If�IIJTIgS WILL 015 .-r ,,,_ . A,,,. .,...r' K ..�� •-•--- '"'"" .../ - '" t�T�:)I 13(�.G� CAl)fc`s E W N,C H �Lc7W S rN Rlf THS PRDP058l3"9ttfDtytV+510tJ . / _.x•, K' +~'.' -- 3,A _L, SIVE ; PR0Q , qWC• VLF412 LWT LJOES WILL NAVE A 4FT, f=RbEmrr*r �.^ �`_... - l , _ ---- / 2,937 �� .'� - �,�.. __.� _�- - 4lr► rJ 3 IT, 506 ROQ Qf2f�1►JA5E AIDC U'Tt ,T I E� j446. - - 1p Ill I+ / �9 4, rH @ PROD 6C T S L �; -� ^ _ 110 7d'5 /os' /As Os' _ / d - iT£: IS �_)Gr BEcI1Kt UTILIZED r1T T}IE P1tESELIT 71AriE, p1EdJEcr .W sa -tte RD / `l S. SAUITATY SEW&R WILL SLI COt_LECTEL) THIZO 1H@ SYSTEM ryEJELOPp6EvT N s y � �..) _.__ . %� 2 s 9 uI - , '� 252 4�>O WILL BLP TREATED BY THE KING C.11Y(TUALF" ''�1 Dr-\- CO) SEWE20c;E „ sy ` Laaoriou y ___ ' 1 -- n ' H PAR OF �,�: � N �B� �� 8� �/ � ti L73 �i t j --- Ti�fA'tM4r►iT F'LA*)Z UPp� RPPROVPIL OF � - EIJvt2U- � ,� �, _-- - - .___ _ _ _._.__ -- -- r - Y � I't'aOT141- 60nl TY U, 5.A A T ^1TY OF T 6FlPp 'I4 - ---- --^ No tiE: - ro� /'..__ _r --— _s�'_.r__ _ .-' • __ - ---_ _ ry-- r N AQ__ _ C t, :,:v+►: :*rc, WATER - . Tirjr ) WATE•Iz D,, _' Ac sol �--- WILL BE SUPPLIED [3r THE TR'cr, 2 _�' ON LL F'AC 11..1 TtRb" WILL Be IQST IILL.EO 1-1, rWEIIL S UOW12pS . SW OUtt>,nM - � _290 N v 7_� ' '' 1 to 279 - i I� �, `. AGO I� 5 ;;; " T• ft TokET (MP12QVlEMEN75 SHAM ETg To rlrY OF TIGARf� 5TfiNr,AR QS• """"`17r '+' - 2?4 tr 27/ �S v j ALL. UTIt-ITISS SHALL_ BE UW0ERGI?0J0!1!- ' `1 W tic �= 4v b �rOEc WFL1:.., SHALL BE C0Q,1.TPL)CTEZ) q'' Tat ��CAT►Ott13 AOL WIDTH A5 • !.....-..- 8�'. 60' �-`0._.`,..:..� 'No C� - '..�� I�' /� -- ~i I[ ' 90 SI-!0`04IJ 00 THIS, PLF•1N, , T ` reIylg ,� � 9 THE 21G,.+T OF WAY HFaO PA`J,►NG WIDTHS SHALL BE G.IJSTk,(XrE;D AS SY10W1J, N _-� .-.,^� � �- � � l�_ ' � m �. I g. N 254 ) v ?49 /U. THE GOLF DOOM � SHALL. +.) AL MAC' A" OQ THE F N� (.t (a T, -1' �re' 1 EM SHOW I L `� � u, 29/ is ,� �..� ---..�� 2f�3 In _ ___2?J'�-....•_- _.275 "to �n v� �r' � _ /0' A HOME O%NQEQ5 q!;bC1AT100 WILL Lap r-OR`vIED P018 THF_ DEVELQPME-ol- u VP - _ ' 'tr/` �n y.---. �� In v' , Ia to •-- �u,• r2:10' �5 n $0' /101 v - ` vVtTFa A ;,ClFT or r+•tr_ CAv1✓HU�Ur.; f+uD RETSzi�TlQuS 5UF5MtT'rEE, ?C) THF ;i' ,1 ._.w. 1. ( _ -- THIR CITY P012 2E✓IEW I�f2102 Tr THE RE[ArZDIN6 CW THE FIuAI PLRT, - �/ O -- l4� - -- h � - � I, ' �. .». :x---«- A pr<'A'IJF+t�E STOD V F41Z THE P20,5LCT NA, BEt XihAPLF r6'0 FOR THE ` pyo , y 'n+� •A� 1,' C N \..-' '`....,i� \, ,R r..n. I 1 lira r~ - l' J V Al2F 1a QEr„r✓EEI�) s,w UpCi r IG I)`NY. AtiU S W 98* AVE . Xk)CLjlj IrJG HI..L 1 �'� w ')At PRrh1ECT t30U►)DPC;ES, _ .v ^� sh --�� i � =�4 �n � - 7 LA 27k, to � '.i: � r �^ f 5 � y � �= �_...--• � �,�L.��.- y, ��,�/ � j I �9 ! 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Z 2% - - 3'�"-� -'''"• �-•✓ I ` � ! `'7 �/ ;rte zs' '�, l ! 5z-/ �G� f t�-2.u'-� j- ,G - ;� _z 3�,°�-- -'"`� � �-�� '=.°`� ,, ,- ,� f ,.. 1 - I / -- ' • _.,,_ . ._. -- . -__- a + _- - - -y,,...,./-•'"'_' tilt r--• n . 1 _ ,-o- �s 6 --- - DEVELOPER a,�s-oa-3t �xsao , -- n _ .c� �-. _ OWNER � -- LOCATED i N LOTS ? 81i 8 �9 ;� _ _._� 'zs '�37 `, a TRACTS TUALATIN DEVELOPMENT CO, INC. ___ -- = � _ �- __--.� THE MARGUERITE O�;HS TRA L Z. C. -' -Y n � �j�jrPf,�C,� �"' � i•^_..- � ./ .r 8k A PORTION OF LOTS 2 8k 3 15300 S.W. 116th AVE. - 1 � _ _ •- !0 1100 •-• - -- - � '�"` '— �_ � � �` WILLOW BROOK FARMS 8 T/L. �� TIGARD ORE TEL 639 310 , ENGINEER-SURVEYOR SE I/4 SEC. EO & SWI/4 SEC. I I,T-2 S,R--iW,1�N. M. 8905 HARRIS-McMO.NAGLE ASSOC. �Y M TIGARD,ORE , WASHINGTON COUNTY " "'""""'�"�'" S.W. COMMERCIAL 9 4 ,. ars I TIGARU,ORE. TEL.639-3453 � r L�• PATE: 7/10/73 SCALE: I"mr30' ' • I_ ,,, •may _-`- ..�.. ..�. r+. �, •.*,y rt ., '.w, 1 1,. _ F .`. '�' I M F L n tNf:J --•.".__ . 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W = fG y 1 a�z I - ,- I a+sl3 ' JAN 2 6 1974 �- Z o 22 7 222 ,.,�" w I - � � r-c, , I 1 a � 4 NN A-7-S (7.2.33 o I !/ � i t L�' tU .s.NH A 1 Z-3 G +O( I IE OUT ZZ4•,S2 4�_H7 T` Z 3t98 \ O SAW 1 TO T�>.( -I — I+ w _ 2z3 .49 WE r-c IE k ZZ•� � U � R - 1� 3. b9 It 1 2. .6ro a ''�C l N TOP =229.7Z F1L.l 230.60 oft O.ScI F�'��t �P El., 230.00 Oq M 39y Y3 B j - ;HFA + ,/ A2C�UIJD kH ArJI� �` Nf V-MI GZC'.'01D 0.50 Amwe BKT GRA 1 Gkr z)e 0 AROut)f:TO IaLEPO t= t NN ' •v _ - t I - ;�+ • VEt I S4 s c - - -- - _ _ 1 _ _ - Gs J I _ -ir 7:7 Lu Ai ..__ ____—.__ .. .___._� •{'l� .,...'_ .�' � ----- -.--.__._ __.... _ .. --- -_.._ ._ ._.__. - -- -�_ _ _ _._ .. -- - —.. - ---- ---�--- — — may!. _. . -- -- -- -- — - ------ - .-.._._ __ --- .-._ .~ — — - _—. ._.____. - --'- - _ _ - - I AL — - - _ -- - — v -, - -- - _ J. r _ MM — vil iL - - O — toz F- — ----___ —_ _---__ .__ _..._ -----__ __—_.__. .—_._- --_._.._ __.—.. _ _ _ . _ -_ _..----- ---- - -- •— - g _..-_ _.� .. .•_-_ __ - L3.1 G - - OU �� -- _ __ -- -•- - - -- - -- - - — - _ _ _ - _ - LL. Z Z 4•- — Z�4 U - - - - - - -- - -_ _ .. ___ - __ c -- - - - --- -- -- - -- - -- - -- - --- ---- - _ -._. _ - r.. h _ _ _ — F. ----74= — G>roa '7.0 o 0 9 c/o j c%,� 010'00 l/r00 /t_'owd --- ---__— .�.rr�, -•-t '�0 - .�-� `.� 0 c 0 I fop cf4C� REFERENCE INK)RMATICIN AND NOTES: -- ...� w-•�-•-•------ --- �� DESIGN SCALE SUMMERrl ELD SANITARY SEWER PLAN & PROFILE 14 a S 3 e�1 W,0 $OW 1'cnvc�..s,6✓&e ro r-4: .1FG Z+� a t4,; :7, ,�1{ r TRACED 10R NO. c,,,• Z),,fLr .Y,�« OF � ��-w% ,wk_.; 1 t `- --' �c PHASE 2 { • � � ..�rw.- S W HIGHLAND DRIVE A- 12 LINE F>36-'y _s Z C1W?M5E'0 /-Or /Vo s JF )R" 11 2q � .,�,I}A�'� u n.,1/ ,.: i ;w�J r ' CHECKED SKEET Mt�V£G NH A /2 3 5 ,Nr FGar� sT. CH _ JFK IRN II I3 � , 4 ,fv1 �M� . 7 //C�/-� 11 .�1tltit�i ' � wt�i�►\.�t� l.l: .�.-., 1, t �'l'I':�. C D S NA�� r V1.SC� A- li"3 LINE REY. DESCRIPTION SUB. APPR. DATE. t3 _ _ __.� _ __ Vale * ,. -a{ , •--• "� ��ti, j M IN MBIIv_ wl u\1 Yr/ltq a .3 y - ---� 'y -�' �► C. D, S. P G1 � � A-I2-� DATE MfNI.; v.��. 1►�1\11.x.1 : �:. rlil•:1: REFER TO TRACING FOR LATEST RE`s ISION .-._- - -- ---------- -~- �... ��-�'�- 1 11..EIlrl lilt. it-',_.� C . D S 11 1 A- 12- 1 LINE /� . / OF I I I A B C O E F G M • - �;I�MMERF r EL_v 1\40 _ OF' ' .. •--,.. �.,r,,.,.....�•-..-..,,...:,..,.T ...'1CT:LsY,,, - q,,.,,..•.r..,g,1,�11,r.aldtM,/.:r...�,•. - * • I _ Ill,t�`IIIIIs �I;l,l,i,+1111��1i1111i'II+ Ii�lllllll.[ Till I (II! I CIII�IIl�II IIIIIII IIIIIIII IIC� II;I�IIiII` I IIIIIIIIIIIIII:I,llIIIIII'111111,IIiI1�rI1I1111111III11rI1I1111111 ( ..•.... t 1 ' NOTF I F TH IS M ICROF I LMED - DRAWING IS LESS CLEAR THAN THIS NOTICRI -IT IS EU TO 4. THF I/LALITY OF fW ORIGINAL "✓DRAWING. -- OE 62 92 LZ 92 S2 tit E2 z2 l2 OZ 61 BI LI 91 S I b I E I 431 I I 01 6 9 L 9 S,•. b E ..' dllluulunluflllullflnlllllllulllll�unllllllil1111n11111111411111NIoil 1IHn1111IILIu11mlotllimIIU111nIIm1111�1lviol �m11 '111 111 Iu�I+IlI1111III11II111I1111IIW111 I1II1liIIlU1ll11IUIIIIIIIIIIIIIIWIIIN JUL 1992 .r-..utl,�.M,..,, �,,,. ...._Y..».- ___ ..._...,...,,.,,,,,,_ ..�.--+-.,,,,,,�,1�,,,... .,.r.,r.,Ii�•_. ._ .Aiwalkll .._. .,.,,..._.. .....,. _..__... _ ._ '-✓^-'---. _. �_.._—.,.,._ ... ,e. - ... r _ - - _. . _ __ . w a wo II I v � cr �CD c co 3 . N 1 i 7dtt �- , f Com, 7 UuJ `-G!^I M �r-- 74or. . Ole tell r CITY OF TfGARD, OREGON RESOLUTION ?10. Sl- , RESOLUTION OF THE TIGARD CITY COUNCIL ACCP PTING THE P[:BLIC II-'PROVEMENTS CONSTRUCTED WTThl`: SUI4MERFIELD NO. 3 SUBDIVISION. WEEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, :street lights, storm sewers, sanitary sewers, under- ground utilities and other public facilities for the development of subdivision; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement which stipulates that : "Upon receipt of certification by the Department of Public !•forks that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the regjirements for correction of deficiencies and maintenance for a period of one year. . ."; and WHEREAS, sas.d ''ertificati.on has now been received; and WHEREAS, the original performance bond has remained in full force and effect beyond thf, normally required maintenance period of one year, and WHEREAS, the deficiencies which were required to be ccrreeted thrrein have been repaired, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within Summerfield No.3 Subdivision, said subdivision being recorded in Book33 on Page44 in Washington County, Oregon, Plat Records. AND FURTHER, the Cit,/ Council herewith authroizes release of the aforsaid bond . PASSED: This _day of _11....y�- , 1981 , by the Council of the City of Tigard, Oregon. � r Mayor ATTES3: Recorder )` RE;SOLUT10N NO. 81- Jw s (5 03) 639-3101 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. 116th Avenue TIGARD, OREGON 97223 March 17, 1981 'n1 � u U Mr. R. L. Thompson 14AR 1 7 1Qa1 City of Tigard ,,.. P.O. Box 23397 CITY Lr TK',` Tigard, Oregon 97223 Re: Summerfield Plats Dear Bob: Tualatin Development Co., Inc. has completed the various items on the final inspection list sent. April 23, 1980 - Swnmerfield Plats 1,2,3',4,5,6 April 11.. 1980 - Swnmerfield Drive We here by request that the Public Works Department make the necetisary inspections and submit for Acceptance of these Sunmerfield Plats to the City Counsel for their approval at the Meeting March 23, 1981. Thank yot for your cooperation, if you have any questions please call our office. Sin—rely TUALATIN DEVELOPMENT' Co. , INC. J opold L nd Development Supervisor Construction Division /i r Je, . JL:jp neco.-.ter 27, 1979 O :LOP:—; CC''TA'rY 15300 Ti I1Gth Avenue T;^^-d, 07, 97223 Alln: Lldin Ui,ec!=n ?e: St=-erfield til, 02, 13, ,94, ;5 and 15 Dear 'Ir. Wiech=n: ',•e ha-,r! ]List finiched mSI:in? an i^. :,pectio-i o the Glove nhast.0 Of SIL...--erfield. This is a list of item :.Ilich nee-! t^ I'P_ co:riictei bcEor^ ,7!1 cn 7t rec0't-c ri, to the City Council, final acceptance o+.' the public 1. naindr ains that lia-ia bee!. brot'Cn. o'.1t ^nen to Je _t111T�iI. 2. Curti needs to be rep:1:reel at 10040 S�. Century Qa',� i`rivc and 15925 S!i Cer;tury Oak Circle. 3. Sider;al';: needs to ':e 4epaired at 15935 SW Century naI, Circle, at 10585 and 10570 .4 Century Oa:: Orive. + 4. Sidewalk needs to be extended out to '::eet tha b?lce,ath an Sit Durham 7, 0ad, fro-a S; 104th Avenui. 5. 3i'cc ath nea13 to be cleaned and repairer! aloe ; S'i 'rsrha:l ?cad. 6. Oiiveuiy aprons Need to be repairal at 1594) an.I 15930 S1 C^_ntury Oak Circle. 7. Alt sanitary serer. lines will h:-;e to ae T.C.'ed :;pravious �:^:n_o dated Deconber 21, 1973). S'^"""Fr'LD 02 1. :tee.! '1!;eQ1c:IinIr ring, install^ ! at the entrr_!-cv t,, :`:c r.iare.aticm hall, off of .'1. Cremn3 wa-y ;ol%' Pont c".. :an3 Q1� : �e ' C th3U01.raii: il el .- L1. 3 . 3. anr,3:i ana sidevallt nee113 to be nt 1591-0 S:i Crc^_ns warn. 4. ;id-rllk nee.!S to be repaired at 15940 and 159SO SI Creens lnL jr. 5. :111 snLnitary e-.mr lines will h3':? to 1,e T.^.'a l ��y !?'I:oT:l ''e:a0 datA3 Dece,*ar 31 , 1'7'1. f T')ALAid.: D7"7_IO2, TT Cr' 'Iola:a 2 L =:)er 2':, 1979 su-.:=cZmo 13 1. Sanitary s,y•rer lines will .ha-,re to be T.v.'ed. SL%^"'�1'ru J14 1. An as-built dra-ain3 showing changes in Stara, serer on SS Hi!hland Drive needs to be su'oaitted. 2. caritary se�mr lines will have to be T.7• 'ed. 3. need to be tied to^etbcr and a catch basin need..= to r,1e in- ak:alled at the church property bcihind 10025 SST Hig.hlan;, Ca'ive; also fill i , ti-.e storm -ditch .There it has washad out and sattl.ed. 1. The curb necds to be repaired -it thn '" end of tete island or- V Grecnlnaf Terrace. 2. Sanitar, sewer nee0s to be T.7.'ed. r^ , 1. Si•_'a-ralk and whecic'.tair rap-.-^ nze•13 to he repaired at 157u:3 '_"} `ii-'.ilz..-A Ct. 2. Sne^da to be repiirtd at 15715, 15735, 15'95, 15775, 15 :'0 an! 15320 SW ni5zaland --(jurt. 3. Sidewalk neels to 1,e cIntel at t?:e e^.3 Court. 4.. Curb rends to be ren'acc•a at t:1e end or 3' li-llland Ct. 5. Driveway aprons naa :s to be repaired at 15745, 15753, 139;!0, and 15725 ST Court. 6. Curb needs to be repaire•1 at 1570.; S'1 ili^hlani Court. 7. DnDair; ncn,t to 5e _a_ tl.: catch I.; s:n at moi•_, '"' corner of Drive ani rW Sun=erfi-ld Drive. 3. Sidc-rall_s and driveway aprons need to 5e in:,t.allul aloe; tha I Ii;;llland Drive. 9. S;do walk nced3 to be rnpairei at 10900 7 "i-',eland 10. Curb needs to be repaired at 10='70 .;?T Ri hl :'. Jrivc. 11. All sanitary serer l=ees need to be T.7.1ed. 12. The lov spot bar-.mnn the catch ba3i'a3 at tie cover OC ail 1.1iohla-.1.1 Drive and V 109th Averma needs to be corrected. III you have any auc3tio:t,, or upon correction o` any oc th-i nfn�- a^.t;otcl, please contact this office. Yours truly, %. blie 5 orfcs Pm?ector AL AL� llarris-McMonagle Associates, Inc. ENGI%l LRS SURVEYORS 8905 S.W. COMMERCIAL STREET TIGARD, OREGON 97223 Telephone 003)639 3453 October 18, 1979 Mr. John Hagman City of Tigard 12420 S. W. Main St. Tigard, Oregon 97223 Re: Summerfield Dear John: We have completed the various items on the pu.,ch list for Summerfield 3, 4 & 5. i The plats of Summerfield 7,8,9,10, & 11 are also done. We are requesting that you initiate the acceptance of the public improve- ments within all of these plats at this time. The Summerfield #12 plat has been overlayed and should be taken into the one-year maintenance period for acceptance. We hereby request that you extend the lending ins�itution a letter of indewinity to cover the maintenance period for Summerfield #12. Your earliest action on this matter will be greatly appreciated. I Very tr ours, cloa( arris-Mclla es, I Inc. i WLM:ds I C��I✓ 14, 1919 Tualatin Development Co., Inc. 15300 SIT 116th Avenue City Tigard, Oregon 97223 Attics ?'r. ^oy Bro,ri Res Su-ner.field Sublivi?ion roar ,!r. Dro-,n: This is sent to inquire if your fire has scheduled installation or the required concrete side;rallcs alone 3u:-Maerfield Dive bet,,.reen S '1 93th Avenue and STI Century 01'; Drive. rurther, it seers that completion of repairs of previously iterated deficiencies within the development, creat of 93th Avenue, is dra-inti. Su:nerfield Plats 03, #49 #5, 06 an.l 'Surnerfinld Drive' have yet to he accepted by the City; such action is lon- overdue. , Please inform us, in writin;, of your schadulin, intantion3 thereinregarl, Yours truly, Jahn S. 11,1-tan J5ft/p j r Supt. rn;'r. Division ,ET Ci fy of Tigw d INSPECTION REQUEST for /A�-PECTION TIME : ,' S PERMIT NO DATE: DATE ISSUED :_4 6WNFRS NAME ' _ ADDRESS: (tLN j R� &NTRAC;TOR �• W EST : Air C, Water ❑ , Visual ❑ , Laboratory ❑ 'ESULT: Approved ❑ r DisnpprovNd D Pending [�j ,SKETCH: { ►� ►�^�.,�T'r Vr lE[_L 1�� .N. ov P--fUArtf -k,--)Vj5C--V T) INSPECTOR DATE OTE : Attach supplemental test data herel] March 27, 1978 HARRIS-McMONAGLE ASSOCIATION 8905 SW Commercial Street Tigard, Oregon 97223 Attn : Mr. W. McMonagle Re: SUMMERFIELD #3 Dear Bill: This is to acknowledge receipt of and concurrence with your letter dated January 27, 1978, in reference to the valley gut- ter shown on the construction plan for said plat. Please excuse the delay in response thereto. Yours truly, John S. Hagman J$H/per Supt. Engr. Division f I HARRIS-MC MOMAGix ASSOCIATES ENGINE.IC RN-tlURo=TORN SW5 H.W.COMMI.HVIAL HTR6)IC'I` TIGARD.ORIC(ioN 97229 Tel.crnoxIc (509) 639-3453 January 27, 1978cC��ED p IG�d Mr. John Hagman City of Tigard 12420 S. W. Main St. Tigard, Uregon 97223 Re: Summerfield #3 Dear John: The concrete valley gutter shown on the construction plans for :,unmerfield #3 was proposed because of the width of the intersection and our concern for the proper drainage.in this area due to the vertical alignment of S. W. Summerfield give. As it tur--d out, Sununerfield Drive was built prior to Orchard Lane and the vertical alignment was able to be constructed. When Orchard Lane was built, we were able to match alignments with no drainage problems. We therefore request that the concrete valley gutter be deleted as a requirement of construction. Very trul ours, c onagle arris-McMon ssociates WLM:ds e. s e-- CIA, C,1► V October 26, 1977 Roy Brown Tualal-i.n Development Company 15300 aW 116th Avenue King City Tigard, Oregon 97223 References Summerfielge t(s , 4, 5, and Su«rnerfDrive Dear Mr. Browns In response to a verbal request from your engineer, Mr. Jim Harris, an ' inspection has been conducted of the public improvements in the aforesaid "projects". The following listings summarize deficient and/or incomplete items which need to be corrected to facilitate City acceptance. Yours truly, John S. Hagman Supt. Engr. Div. /br Encl. a s 4 October 26, 1977 Roy Brown Tualatin Development Company Summerfield Plat #3 1 . A concrete curb island and concrete valley drain needs to be installed at the intersection of SW Old Orchard Place and SW Surx;lerfield Drive, aq per the approved Plan. 2. A (P.C.E. Co.) streetli;;ht layout needs to be aubaitted for Citi- nuproval.; the energy and maintenance fee deposit, therein- regard, need3 to be nada. 3. A one year maintetiance bond (iii th•.3 autn of $9,953.97) needs to b� 3uhtall.Lod or a letter stating that it is T.D.C. 's dewire to continue the existing performance bond, in lieu thereof, noedn to b•? snbaitted. August 13, 1976 Tualatin Levelop-nent Co. 15300 S.W. 116th Avenue Tigard, Or gon 97223 attnt Mr. Roy Brown Lear Mr. Browns This is to inquire if T.D.C. is desirous of final inspecti,.jn of Sutinerfield t;o. 3 and Summerfield No.41 completion of tl.e public improve;;,enta the•ein (each) was to hYve been accoc,plilihed by January 14, 1976 and Barth 11, 1976 respectively. Also, in regr.rd to other outstanding iteras pertinent to T.L.C.'s ?ro;ect, the City has yet to tieceive the follo�,ingt a.) ;109.00 plan check and inspection fee for the L`urh&m Food 'U" Line. b.) Public easements fur the Lurham Fuad Lice routing. c.) $100.00 plan cheek and irs,�tction fee for the Line. Ycrur attention to the above r.stters would be appreciated. ':Fry truly, John S. Hagman Supt. Engineering Division cct file Harris 6 hcidunegle Assoc. 8909 S.W. Curmercial St. Tigard, Oregon 57223 Ifl-l'i'l-r-111 Jill, Jill I'l 111 ll�!1 1 1 0 0 T7t v 12 cj 0 N Lo C 0 cf 0 T T0 0 c ON 0 0 0 0 "1 0 c In in 0 177711 1,111 1 Co 9-: IND e, f in #j 0 0 0 C; 0 0 06 0 CL 0 IL 0 60 to0 w q, In 0 cr w cr OD co Q Z 0 0 in m (Ij 2 w f Nj L) 4 o L) 0 'L", - t.'4 w 71, U) I* 0 CL 0 Ln U) X w U) z Ij w W CL (r 0 w 5 w C) I (L. 4 U) ILI w N cr u 0 LO Lj PP'.CCEDURE FOR COFU,,UCTIN3 ACCEPT1.I10E T1:3T 1. Clean pipe to be tested by propelling snug fitting inflat:>d rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace ouch plug securely. 3. If the pipe to be tested is submerged in ground water. i.Lir-o'rt e pipe prop? by t.oring or jetting, into the backfill material aijac ent tr the center ')f the pipe, and determine thi pressure in the probe wheu Hi,. passes slowl, through it. This is the ba(.k pressure due to ground watei. submergEnce ovr3r the end of the probe. All gauge pressures ,.n the test should be increasn.3 by this amount. 4. ,1141 air slowly to the portion of the pipe installatlou under test until the M ternul air preisure is raised to 4.0 psig. 5. neck exposed pipe Lind plugs for abnormal leaKage b,r coating with a sc_.p .solution. If any failures are .)bserved, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute fLr air temperature to staLilize, adding only the amount of -it rcauirad to maintain pressure„ 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 3.5 psig, start stopwatzh. Determine the time in seconds that is required for the internal air pressi:re to reach 2..5 psig. `,A—, time interval should then be compared with the time required in second:, as c.)mpu .c,l on rever.sE side of sheet. 9. List size and length of all. portions of pipe url ^r 4:r ;c, to one shaim on reverse side of sheet, 10. By use of nomograph, co+ipute K and C. Use :.rt".as d an,l L, res.' c-ld enter these values in the table on re,:,erse side of sweet.. 11. Add all values of K ar:d all values of C fc; -)-. lie boder LzSt. J2. If the total of all C values is less t.hh,, c ias, enter the -total c. j l K into the space for "Tlx,i. Required in Sr•.ci c d,�. " 13. If the total. of all C values is greater. th.m -3ne, di-ride th•! t�'_ . . , '77 TC values, by the total of all C values, to ;?t tq. Tc makr. this -i the nomograph, use scales C and K, and reed ty, 1 "'. .� nO O u i� r; [� u. 7 •t O p�1n m N 0 0 Ml L c• _ C 1111114 111111 C w W V v r� a G �� S x � c o a o uo v c a o o I. m u 0 c ill rwilrifyIN11111111 fill 1111111 111PI11,111 -. 0 r� < u o m m r m w .r rn N r c rn ' ni d o d o d o 0 0 •, L � IL Q a (D o m � Y `0 0 • hN r O C, a p� u� p O O i) In a CSI W n I T H �IJlLL1JLLll1�!III11iIIII�111111��11In11III�II11ddlhlllihlE�Ii IIIIIEhl�lil l �lllll1111ILl l I II J uj cc w y Z y o I� o �I c� m U) d D r o W z w V �1 r` N a o0 w ` ua i t z H o (a = W W (Ir Q W W aJ W ly I n Q to tL = W W O C7 Z Z W J I r C Ol U r� E- PRCCI DURE FOR CON)-IT .i'IN, ACCEPT.'.'?CE T7';ST 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with wa,er. 2. Plug all pipe outlets with suitable test plugs., Brace aech plt,g securely. 3. If the pipe to be tested is submerged in ground wat:ei , i.nsert e pipe proh'3 by Loring or jetting, into the backfill material aijace-nt tc the center )f the pipe, and determine thn pressure in the probe when ai,. passes slowl, t.hreugh i t. This is the batk pressure due to ground water. submergEnce o,• Pi the end of the probe. All gauge pressures in the test should be increased by this amount. 4. kJ-1 air slowly to the portion of the pipe install.atiou under test until the oitcrnal air pressure is raised to 4.0 prig. 5. ,heel, exposed ,,ipe and plugs for abnormal leakage by coating with a so'p solution. If any failures are observed, bleed off air and make necessary 3epairs, 6. Af ter an internal pressure of a.0 psig is obt,,.ned, allow at least two minute fcr air temperature to 3tal,ilize, adding only the amount of air r, quir?d 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 ite seconds that is required for the internal air pressure to reach ,'. 5 psig. 1.:i, time interval Should thEn be compared wish the time required in seconds as compu :ed on revers, side of sheet. 9. List siz> and length of all portions of pipe? under test in tr'il- i ' r to one sh,m4n on r.ever.se side of sheet, 10. By use of nomograph, compute K and C. Use ace."_ss r_ ani Lp rteA V. and enter these values in they table on re.-rerse si6e of sheet. 11. Acid all values of K and all values of C ic-, v'Ete wader east. 1.2. If the total of all C valLes is less t.hh% cue, enter the ;.otal c,. I K vaiu(-- into the space for "'Timr_ Reyrnired in 1r:c.ut,da, 1e 13. If the total of all C values is greater: th,m one, di-�.L de th i to'_-. values, by the total of all C value9, to g,?t t-,l. Tc mak(. this the nomograph, use scales C and K, and read tu. 7.�7-7T Tr 8 V, 0 0 no 0 0 Nr 0 fo cm C 0 V Q O 0 0 Is ej O MM7TMMO O 0 0 0. OL 0 CD L 0 0 0 0 cr < W -44 CD OD N) 11, in 41 rY ..W111, LL. wL) ► a. 0 in M w w (n Z LLJ O LLJ w EL tr () w u CD w QQ F1 PRCCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting i.nflatcd 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 wat:ei. i.n:•ect e pipe proh- by Loring or jetting, into the backfill material aijact,nt tc the center 'if the pipe, and determine th pressure in the probe when 40 , passes slo"17 through it. This is the back pressure due to ground wntei. submeigcncf ovet the end of the probe. All gauge pressures in the test should be Increase] by this amount. 4. Ad,1 air slowly to the portion of the pipe installation under test until the iiternul air pressure is raised to 4.0 psig. 5. .necl: exposed pipe an.l Plugs for abnormal leakage bar coating with a so'!p olution. If any failures are abser'ved, bleed off air and make necessary repairs, G. After an internal pressure of 4.0 psig is obtained, alloy ac least two minute,-; f.r air temperature to st:aLilize, adding only ti-je atnount of c.ir rcquirad to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to _s.5 ps'.g, start stol:wat:.h. Determine the time in seconds that is required for the internal air pressure to reach 1.5 psig. time interval should then be compared with the time required in second.3 as c.ompu .ed on reverse side of sheet. 9. List size and length of all pnrtiuns of pipe iancisr test in tr'Il i to one h•iwn on reverse side of sheet, 10. By use of nomograph, compute K and C. Use nctles 6 artd L, real 1'' and enter these values in the table on reverse side of s;aeet. 11. Add all v4lues of K ar,d all values of i( , -v'1ie udder cast. 1.2. If the total of all C values is less thai, (kia, enter the -:otal c,. A K value: into the space for "Tim(. Required It, 13. If the total of all C values is ereatet th,m one, di-Ade th.i t:)'—. ?: values, by the total of all C values, to g,it t,i. Te make. this :o- i the nomograph, use scales C and K, and read tt,. C Moe o111,01-17,111 Jill v ;P . „ v o 3 0 on o o p r.) m rV N n Y) N1 c O v M 7,1111 v J OU v_ 4 r, O 8 pR Y u� u: •1 M N O ~ 6 f� N C _ s O 1fill if J r � r 0 0 0 0 C C Q Y,i Our ao r ,p n ♦ M N o d tI r; r: e M ai d o d d 6 o p o is a CL 4 c cs ° o : ., 2 aY 0 p . Z e ('- ro ID o o 0 c - O T m n w v� " 4 n o p O Ql w S ur p � ~ �IIIIIIII��LII�IIII�IIIIIIIII�IIIIIIIII�1J,1j,�llll�llddlNldlhlrll�ll��lillllllilrlrl �IIIIIII I,�II I Ir Ir I r�1111, I I I I�i I�I�I�I�� on Lu >� � v � � 11 cr W ` \ 2'J j 7 W w Q c, 41 O ccp V) C� o n7 w a W p � kZ — fn `t CI2 \ 1 W uj Q I .,* W U �' a U 10 w Q fn lr 2 `V Nu N Ir U W y U O O V Z z N Q z z \ w r \ to � PROCEDURE FOR CONPATMIIG ACCEPT.':: .,E T;7.')I' 1. Clean pipe to be tested by propelling sr_ug 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, iurert t_ pipe prop' by Loring or jetting, into the backfill material aijacent tc the center If the pipe, grid determine the pressure in the probe whe►► ai, passes slowl, through it. This is the b"ck pressure due to ground wateL 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 i.nterr.ul air prejsure is raised to 4.0 prig. 5. ".heel, exposed pipe and plugs fcr abnormal leakage by coating wi".h a se :p solution. If any failures are .observed, blued off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute; fur air tetr?erature to stabilize, adding only the amount of al-t rcquirad to mai,itain pressure. 7. After the two minute period, disconnect air supply. 8. When. pressure decreases to 3.5 psig, start stopwatch. Uetermine the time in seconds that is required for the. internal air pressure r.o reach .'.'_I psig. time interval should then be compared with the time required in seconds as compu ed or, reverse. side of sheet. 9. List size and l.engih o1 all pori-ions of pipe ur '-r test in one sn.at,m on reverse side of sheet, 10. By use of nomograph, compute K and C. Use zoF".ss 6 ani L. r.e. l '_. aad enter these values in ths, table on re-rerse side nt s-.eEt. 11. Add all. values of K and all values of 1c , r.'l;c Lio.der ::.St. 1.2. If the total of all C v clues is less tha , % ►, ,,, enl-pr the :,ata' c A. 1 K valuoE into the space for "Ti►T�r Required it, Scr► r .;, " 13. I f the total. of all C values is greater than one, divi de th � t�) _ 4; values, by the total ,f ell C values, to gat til. Tc mal• . this i. the nomograph, use scales C and K, Slid rend tc1. w •-�� 1�r�I1I11 s M O n O'1'n �a �l Y 7 X O �� m C07 . — C O t• v 0 r I Y r) e Y O r o o O .oi N n ? 91 w nl yc C, Rf N O O 1,IlIfIIIIIII11,111 III C III f Il I Ill 71T71 IT p j ( I o n Orn m r- o in It on N o 0 C5 d d o c c � X i Ix d a CD 0 O Y C r Q � T. � f" � �J�f�fj�'��IIIIIIIII�lI1111111�JjJ1tII11�IhhIddIIII�hII�IIIIIIIIi��III�IIII�IJ�lllill��lll� I�I,�� I I I � I i I � � I I V I I I O LU W cli co N V r� co dm � � �vv o ` � •. � w U u U L' ni W F W {T y U O W o+ C R� of Y n = W = wd dN a 2 I vi ct V W �.. i 0 V c� Q Q 2 2 w ri H 7 F .. O ' v ISI U7 L' I PUZEDURE FOR CONCUCTV,-, ACCEPT'.;CE T'.ST L 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 test:ed is submerged in ground water, insert r? pipe Irol,a by Loring or ,jetting, into the backfill material aijac.ent tc the center of the pipe, and determine th:: pressure in the probe when ai,. passes slowl,, through it. This is the back pressure due to ground water: submergence ovWi the end of the probe. All gauge pressures in the test should be increased by thi3 amount. 4. Add air slnwly to the portion of the pipe installation under test until the t.uternal air preisure is raised to 4.0 psig. 5. ,heel; exposed pipe anJ Plugs foi abnormal leakage b,, coating with a so,.p .solution. If any failures are abserved, bleed off air and malce necessary repairs, 6. After an internal pre..sure. of 4.0 psig is obtained, allow at least two minutt:7, f.:.r air temperature to stabilize, adding only the aruount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 3.5 psig, start stopwat:h. Uetermine the time in seconds that is required for the internal air preEsnre to reach 2.5 psig. ` -i, 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 un ^r test in tFhii '. i to one sh,nm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use ,-.cr_:.ss d a ,i rc,^.1 I': '', and enter these values in the table on re,.?crse side of sheet. 11. Add all v lues of K and all ♦,slues of rc . ;..'lie under L.--z;, 1.2. If the total of all C values is less thsjt ct:•9, enter the t-ital c. l K vaiues into the space for "Tir(< Required ir. .ce-r, a, " 13. If the total of all. C value3 is greater rhon ine, di.ide th L� p; values, by the total of all C values, to g,�t tq. Tc make. this the nomograph, use scales C and K, and read tq, Is III I I III • i'2o0uj� O / C O v I Vill,!1 119111 v a r r ` 0 N O O Ov C N Y. Yl `t •� J O 2 O O Oi Q p U O C O w OL Q Is. co 0 0 2 O x M Z ° . f' �lI�I111�W11llV�illL1111�lli11lW�llll I l ll llllddd�hl�lil�li�il lilililil lel l ill l i li i��l I, i,I i I i I I i I I I I i I i I i� 'Q J v L d >- 3 cr t� W q. cr �� S o m W �I V W F. W 0 U) � �ii W W o a W W V � w a v; W O Z N � I = r_ PRCCEDURE FOR CONGUCTIF3 At:CEPT1110E TEST 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. P1, ,; all pipe outlets with suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submc,rged in ground wa .ei, I.usert a pipe proh'� by Loring or jetting, intc the backfill material aijacernt tc the center if the pipe, and determine th:� pressure in the probe when ai , passes slowl, through it. This is the back pressure due to ground wate►. ;,ubmerge.nce ovial the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Ad,1 air slowly to the portion of the pipe installation under test until the ;nternal air pressure is raised to 4.0 psig. 5. .heel: exposed pipe and plugs for abnormal leakage by coating with a so_:p solution. If any failures are observed, bleed off air and make necessary ►repairs. 6. After an internal pressure of 4.O psig is obtained, allow at least two minute: f;,r air temperature to st:al,ilize, 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 stopwat:h. Determine the time in soconds that is required for the internal air pressure to reach 2.'i psig. lj-i-� time interval should then be compared with the time required in seconds :as ( ompu :ed on reverse side of sheet. +. List s.z , and length n all portions of p:.l» u1 ler teat in t-:'11 : " to one sh•)%,n► on reverse site of sheet, 10. By use of nomograph, compute K and C. Use nrr.:.ss an•i L, and enter these values in the table on re.crse side or si►eet. 11. Add all values of K at-i all values of : i( , i:'E:e under Leet. 1.2. If the total of all C v+Lues is less t.l►rst, CA.--, enter the 'total t i J1 K values into the space for "Tir;- Required in 5r-.curAa" " 13. If the total of all C values is greater flian sne, divine th i to - , values, by the total of all C vai.ues, to gat tq. Tc make. this the n, --graph, use scalee C and K, and read tu, Jill 11111111p) PII III-IT111111111 Ill bill T ITi. I.I I Jill I I I 1 11 Tj JrI ' m 0 b O ii jQ �� v O 3 ., .., � n C m r YI M O L' V 0 Ii O J C I J c C i co 0 p p o a c N Y. Y� s N K. N O G 111111111117,1111111 or If f M M d O O p O O C p �S• t 1 a IL M 0 ml O Y 0 � . Z F' u0 D W a Ir Ln a M N Y) c aF"' � �111W�ll111ll;1�(,(JIII►IIIIIII►II►�IIIII1111�IIdIIdIIIIIIIIduIIJ,llll�ll�l,llll�llllll�ll��ll!� I�I �iill �llill � llillll I I S ~ a W � ) ♦ W 1 H � o m 4 \ 2 N► r c �`r, C) ni V f- m W cn W � 1 U n z W z �� Z s ►- Q U r, U O U U _ f w Q 1 „ w I U � 7 �� v) W U at W !� O , Z N 1- w 1 x n M C, w wa a: w w w 0 _ H n J-' �� w w Q to U.1 T V) (Y U (IJ F y) I U O 0 tin U W C) 1- �- 1 Q M •- I r, I- PRCCEDURE FOR CONNOTING ACCEPT_ ?CE T1',3T 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.uF(!rt c pipe prop^ by Loring or jetting, into the backfill material a•ijacent tc the center if the pipe, and determine the pressure in the probe whew ,►i, passes slowl, t.hri)ugh it. This is the back pressure due to ground wotet: submerr•,ence ovWt the and 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 t11C :internul air pressure is ra;sed to 4.0 psig. 5. ',neck exposed pipe and plugs fcr abnormal leakage by coating with a so ip olution. If any failures aro ibservA, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minub.'', f;,r air temperature to 3t:aLilizc, adding only the arount of .air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases iu j.5 psig, start stopwatch. Determine the time in sr.conds that Is required for the internal air pressure to reach 2.5 psig. r,.i- time interval should then be compared with the time required in seconds as compu .ed on reverse side of sheet. 9. List size and l.erg0i of all portions of pipe un nr test in tr'l1i C .' to one shatan on reverse side of sheet, 10. By use of nomograph, compute K and C. Use ^cr•.:.es 6 aal L, V and enter these values in the table on re•terse side o sweet. 11. Add all values of K and all value-, of C icy' i:he Lader ,est. 1.2. If the total of all C v-ilueg is less then enter the total c' : 1 K values Into the space for "'Tir�f; Required In Sect-r i,;. '► 13. If the total of all C values is greater t1L,►n ont, divide th i to values, by the trial of all C values, to gat tq. Tc make. this i the nomograph, use scaleE C and K, and reaa tu; i City of Tigard _ INSPECTION REQUEST i for I - INSPFCTIONTIME' /�: ��' �— PERMIT NO. : DATE: DATE ISSUED /1 OWNERS NAME : ADDRESS: CONTRACTOR : TEST : Air �wotsrO Visual ❑ , LaboratoryI ❑ I RESULT: Approved , Di.eapproved O , Pending ❑ SKETCH. o� 17,7 INSPECTOR � DATE rNOTQ; Attach $(lPPlGm*Ptol test data beret] t I I City of I 'igard INSPECTION REQUEST For INSPECTION TIME: PERMIT NO. ' --...— DATE: O. ' —_...DATE: /-' 2 DATE ISSUED :-1-2- OWNERS SSUED :-1-2—OWNERS NAME - ADDRESS: AME :ADDRESS: CONTRACTOR TEST * Air k Water[] , Vitaua , Laboratory RESULT: Approved)!!�,, Disapproved ❑ Pending p I SKETCH. I I I I y / I INSPECTOR DATE i EMOTE : Hooch supplemental test data .3sret0j I 1 i i City of Tigard i INSPECTION REQUEST I for lNSPECTdON TIME: %�� PERN, NO. : DATE. r AT E I S S U':D :_—t—1-- I OWNERS NAME : _.__ ` ' ADDRESS I CONTRACTOR : Ttw ST ; Air tk, Woter❑ , Visual 13 , Laboratory p i RESULT' App roved Disapproved G , Pendilio U � I SKETCH: 274 7- !� -s I INSPECTOR DATE I CN OTE Attoch suppleme"t", toff date he►!te] l 1 w n v T 1p M 0 r• q .D N p �TTT VI'lI[Ill W o of O hO Sn 00 n p n O M O O O M a tO M N m 04Dn M Mj N N q r n M m aD _ O N N O O O 0 cm J a O O M Y 00 0 O U O O 0. S O N f M N O to 9 n N 0 Y h O .n P Al Pill Ill I 11111111 111111111111flill ill rTiTrr'[Tm Z O F J O 0 00 0 O O O O O (: O 01 01 m r 40 97 f .r7 N _ COm h W h f rry N — O p d W O T _ ¢ CL cr a O mr j Y O Z z qp O U 0 O O O O O CU p O n p U O o w o - O� to Lr F- �IIIIIII� IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�ililiUhlilil,Ii�IlililiL�.l.l.l �i[III If1111111 I.I :� 1 1 1 I t 1 1 1 1 1 1 c� cr 3I IV) r 'Al V� f- v� V n OD 7rl 1-1 � �a 0 U) 'A OO11� (.-I) ` A. W� F \• � v u Q � ►- o cr Z O M z 1 H O NP 7 n I UO O - w c~y ( I W ON N O 7 a. Er W U. — s a Q p _ \ �` W W o a W D W r) h v I tl W W Qcn a U F ►W 1&1 Q O O O J0 N � " UV � J W v � v,t v 9 w o y F- r 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 testuntil the internal air p::essure is raised to 4.0 psig. 5. Check exposed pipe and plugs f-)r abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs. 6. After an interna pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only t'le amount of air required to maintain pressure. 7. After the i:wo minut- ;eriod, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds thlit 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 computes'. on reverse side of sheet. 9. List size end length of all portions of pipe under test in table similar to one shown cn teverse 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 tota _ of all C values is less than one, enter the total of all K values into the spike 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 t o m jo F O 'o M In In N N N O n N p b O r e (J V lc b q n O n O o n 00 n O n �, O n O O M y v O N O O OO N g '! O N N, r- n p • '- _ O O�pi �0 i0 v1 f _ _ O ' O u V J N O O ' O I' Y x pp o G, of 0 N o i O N o n v n N 71,7 O F J O 17 05 O O O O O O O O O 'U p m T - O O f n N U vi O_ (S W h f n N / - d 0 0 d O O O O = r IL = o IL t x 00 � x = Y r O M O Z OV Cl !n V V V (� J O O U O n O W O 0 W Vl O n N N � I— �i IIIIL�1111IIILIIIIIIIIIIIIIIIIIIIIIIIII111;I�IlILld�hli4�lililil�lilililil�i�l�l�,�lillli Iil�l i I�I�I .Ii I i I i I i 1 i I I I � I I i i I i i a' (10 '. N f V Y i W z w z ' a 0 ( o Yo w v o � O co V) �- C I n, z N Q w w CL 1- F Y 0 O s w 0. O Vi W O .� a V h cr v it u ~ ~ W 2 a z LIJ V .. W ti to N a w cl 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 securer. 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. A1.1 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 tao minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stop,✓atch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time iliterval should then be compared with the time .-equired in seconds as computed on reverse side of sheet. 9. List size and length of all portions of pipe under test is 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. ;.f the total of all C values is less than one, enter the total of all K values the space for "'Time Required In Seconds." 13. If the total. of ^11 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. I O M M M 1�1 N N N O p N O 0 D o h O in 0 O O n 00 M N N In O N O O x O J N O O O r 1 1JI I I If TIT P111111, IITIIPQ�11111111 11 if I I I I I I if IrTfl ]C 0 "71111 (off 0 0 0 0 O O O Y n - v7 r ni N v) r M N O i n f M N 0 2 � O F nilJ U 0 0 1114011 11111 111 flipm 0 0 O O O O O O 0 (a ti � M M n _ O of r- to n r n, N _ d 0 0 d d o O S ¢ CL 0 a 0 0 2 00 z II r 0 O O O O O O O 1 c J O 0 O O O O O Y) p O O f M N N I in O Whildwolilt]i11111l1llIII IIIllllIIII III II�IhhIr.I111hhI1�11J 'Q^ J V � _ Q . I L F� F� v cc F- I m �. C7 V U W a 2 4' z _, 1 J zo ct N _ W 7 H C> yUJ ON N O z n. M W W �. W � Q 4 W Ul _ j U F- U 2 W W a <n LL. � � w N IY U W fl1 � W O 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 1L.gkage by coating with a snap solution. If any failures are observed, bleed off 6ir and make necessary repairs. 6. After an internal pressure or 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 second.; as computed on reverse side of sheet. 9. List size and length ok all portions of pipe under te-t 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. ll. 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 wi .h the nomograph, use scales C and K, and read tq. 1 0 0+ 0 m O 1- p _ i1 G A M M M M N NCID ♦ J N v OpPIT 111 11 fill I I 111 W V Q N en M O apQ in 00p Oto OW 01 N O O O W O n n M O O 01 01 Cd W 1- f�lp N UI f M M N N — O N - NN - O O O N O J N O O O I fill I I 11IFTIT 11911711111111�1 111 11 1 1 1 1 M TITIMIIII 111111111 Ill, I Ill Y O O O b In O M N p Y n In N In h P In N In Y O F J O 0 0 0 O O O O O O d. WP' W In P In N h U r, O U m �- Ic h f m N .- d O OW d d d d b T o a Q � a O Y 0 M O z � z F p O G O O b O O O O O °') _t Og Oro 0 O G � N In O 0 W -o �" '• � � Iju��" IIII��IIIII�III�1111�11_u�lfll�llth IIhII�il�liLlll�llllllll;�Illl�llil�lllllllli�� ll � l I II I � I i l l l l I.I I r^ J V c o W �' 1 V i Q '1 o w , I N CID L c N O V m W � h 2 W ZJ _ IM O h �+ r O O �. U Ua U I, j,\ W V En . hCL r- cn _I O Cry w 0 In W W �` j N Z W w W U I V h U O -j 1 , W 4aj Q uj li = '\ cn-i m U f• h F- W U O O Q Z 2 Z w F cn U _ o O '[►may( `--' J W to 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. Plvg all pipe outlets with suitable test plugs. Brace each plug securely. 3. Ti the pipe to be tested is submerged In ground water, insert a pipe probe, by boring ur 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 ,he end of the probe. All gr,uge 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 snan solution. If any failures are observed, bleed vif air anu 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 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 siza 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 vaii!es 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 value. by the total of all C values, to get t.q. To make this division with the nomograph, use scales C and K, and read tq. N rl11 m o I w o rH Nn m wO�s D Dino h O O 0 ON M M1 O N 1r1 O O V J N ro 0 I lij I I fill I 0 o I I Y pp pp Q C, O O O r] M k M N O Y h O vOi O O O O Yi O M N - _ _ 2 O F o O O O O O O O O U 00 w h Cpl in T In N If U h O Of m ti W W) t rn N - 0 0 O d O O O O W R' x a Q i Ix m .I. O O Y � o s O z OO O O U C, O O O O O O c J p O O U O O n rn U I .n O aD F W C N N F- ��jlf�jlllljj�lill�llll�tltld�hl,lrl�li��l l�l�lil� I ISI lrl�lil�lr�il lr Ir I,� �� I ) I l I lir 1 1 1 1 11_� Qr) w � O W } W VS Z, p q Q � v `\ N z o O t, R o V) O s a) C, 1 ' p 1 U •yl W W 2 J U O N U H a zz �� 0 0 r -� o N v v u d U it) w U W N W N O ; z rY N w O \ C) z a o IU - `•- w a Cy U UJ w V, Q a U W LL , a 7 a z i Q U H w w H vim IPROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber hall through the pipe with water. 2. Plug all pipe outlets with suitable test plugs. Brace each plug scrurely. 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 lest until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and plus 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. ThiF time interval should then be compared with the time required in seconds as computed on reverse side of .:!iee t. 9. List siza an(? lengt.h of all portiona 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 i' and all values of C for ; ipe under test. 1.2. 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." 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, anti read tq. Q M M M In N I ISI I'I'IfyI I'ISI III'y�I,.fN m 10 N W b r �J I " ' � 111 11 N W Q0 O n 0 O n OO ID N0 n O 0 o a �F- - O ` OO o Ch tN n 0 m _ N N O O I. U J N a O O 11; 11PH 11111111 Jill 1 F Y Y O pp O v ro O 10i a n N p n o n Ov M N __ z 0 F 1 O I".'I' 0 J O O h O 01 m f- IA Y) f M N _ O O 10 0 N W O O O O F' Z 0 a a �c = 4 _0 Y Q � O a Z Z OO O O O O O U O 0 O 10 V) Q M N N n Q � f"' � lij�jfJ�jjlll�lllllllll�lllllllll�lhhl�hhl,hl�j;��l�l)hlllllll��il�lillll��i �� Q r d 4! cli t ^3 �� Q + U n r V W V W H I Gl 2 W z �1� F' N +. W n O O J I w o in z vai Ok W W a p a 4J W D V a 1 W W LL 2 cn It Q ° U O v J L7 W 'n a ►- d N W n \ F ....• ...... ..-. .eve�„��.,,yr• .... . ......,y,Niuw�y �I►t. '�'" "�Y DEDICATION : KNOW ALL MEN BY THESE PR T No,, 3 �ESEN S, THAT FRANKLIN SERVICE CORP , AN OREGON CORPORATION� DOES HEREBY MAKE , ESTABLISH, AND DECLARE THE ANNEXED MAP OF SUMMERFIELD No. 3 AS DESCRIBED IN ACCOMPANYING SURVEYORS CERTIFICATE i A TRUE SUMMERFIELD LOCATED IN L ��L �,,�� gR�� MAP AND PLAT THEREOF, ALL LOTS BEING OF DIMENSIONS SHOWN AND ALL EASEMENTS OF THE WIDTHS THEREIN SET FORTH AI D WE DO 7 2 8h 3 K ARM HEREBY DEDICATE TO THE PUBLIC AS PUBLICWAYS FOREVER ° - 5 E I Ir4 SECTION 10, T•- �S R - IW W, � , ,� • . '�.r , ALL ETRE TS SHOWN ONS MAP. FRAN LAN RVICE CORP. , TIGARD, ORE . - WASHINGTON COUNTY DATE : NOV. 1973 SCALE . I " = 50KEN LIEN, Secretary WILBUR F. DAILY J , Exec Vice - President NOTE : A PORT ION OF PHASE Il STATE OF OREGON SURVEYOR S CERTIFICATE : I WILLIAM L. MC MONAGLE FIRST BEN COUNTY OF WASHINGTON S. S . � , BEING DULY SWORN, DEPOSE AND THIS CERTIFIES THAT ON TH I S Y r. JAY OF _ , 193 , BEFORE ME THE UNDERS I GN� D NOTARY SAY THAT 1 HAVE CORRECTLY SURVEYED AND MARKED WITH 5/8" x 30" IRON RODS ALL LOT AND BLOCK CORNERS, -- � , A NO AR PUBLIC IN AND FOR SAIL STATE AND CURVE POINTS, AND BOUNDARY LINE CHANGES IN DIRECTION , THE LAND REPRESEN'rED IN THE ANNEXED MAP COUNTY, ERSONALLY APPEARED KEN LIEN AND WILBUR F. DAILY JR. , WHO BEING DULY SWORN , DID SAY THAT HE , KEN LIEN , � ry IS THE SECRETARY S 0� SU + MERFIELOMNo. 3 AND AT THE INITIAL POINT OF SA10�- SURVEY I SET A GALS/. IRON PIPE 36 LONG, E AND HE DID AY THAT WILBuk F. DAILY JR. IS THE EXECUTIVE VICE PRESIDENT OF FRANKLIN SERVICE CORP , AND 2 IN DIAMETER, 6 BELOW THE SURFACE OF THEG THAT THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE OFFICIAL C I A ROt�N®, BEING LOCATED WEST 325.x5 ANO NORTH 988.08 ,. L SEAL OF SAID GOR PORAT I ON, AND SAID INSTRUMENT TO „ BEA FREE ACT AND DEAD. FROM A 2" IRON PIPE MARKING THE S.E. CORNER OF SECTION 10,•T-9S, R-IW, W, M. , THENCE: S-2303546 -W 210.00, THENCE: 5-66.2414= W 109.00, THENCE: S-23.3546"-E 1328'9 THENCE: S., 89. 30'00 W 356. 1 I ' A LONG NORTH RIGHT OF WAY OF S.W. SUMMERFIELD DRIVE , THENCE: N-0.30'00"- W 90.86', THENCE : N-66.24'14"-E 400. 93' TO THE INITIAL POINT OF BEGINNING . CONTAINING 1. 64 ACRES / y R ", `RED NOTARY PUBLIC IN AND FOR OREGON P' �.rC�".�.'��'�'vAt +� SUBSCRIBED TO �EFGFIE ME '%R T1 pAY OF , 1973 �, MY COMMISSION EXPIRES NOTARY PUBLIC IN AND FOR OREGON 4 01 MY CnMM I SS ION E X P I RESP ' WILL�� A ?..: ,,,_: 'ATE APPROVED Tom .,,, _. DAY Of - 1973 APPROVED THIS_ -DAY QF,__ _ , 1973 " u CITY OF TISAAD CHIEF, ENGINEERING By -� i DEPT. OF PUBLIC WORKS MAYOR ( COUNTY SURVEYOR , WASH. CO . I HEREBY CERTIFY THAT THIS TRACING APPROVEQ THIS DAY OF _� 1973 IS AN EXACT COPY OF TIE PLAT , SY -7 CITY OF TIGARD THIS APPROVED HIS DAY OF _ v1973 wIL.LIAM MONAGLE PLANNING COMMISSION - - WASHINGTON COUNTY BY __ _ ____ 50ARD O COMMISSIONERS CHAIRMAN NOTE : ALL FRONT, BACK, AND SIDE LINES OF EAOM LOT APPROVED TH S_ DAY OF _,. � ,- � , 13T3 OR TRACT ARE *ro HAVE A t 4.00 FOOT EA59MENT FOR SANITARY SEWER, STORM DRAINAGE, POTABLE DIRECTOR OF ASSESSMENT AND WATER SUPPLY, AND UTILITY PURPOSES , ACID TAXATION' ( COUNTY A �--- ---- - ---- -- INGR!!SS a EGR!;SS • WASHINGTON COUNTY ---- -- --- - ---- BY --- --- APPROVED THIS DAY OF , 1973 zNrr. PT. ATTEST: WASHINGTON COUNTY • ' • SET egu:, DIRECTOR OF RECORDS AND HEALTH DEPARTMENT ELECTIONS ( COUNTY CLERK ) BY I 8Y DIRECTOR oa --•-. ---- , CURVE DATA .� ,00 %Ar 5� c,'� Q� 0 a ll d R L L.C. ChB �Z 0 '� , tJ °o 5 1 66- 54- 14 7,8.00 84.07 79.38 N- 32057"07" E 0Z _L tia �� - X ® N Ar S , 1. rr Go N 12 24 -37- 25 72 .00 30.94 30.71 S- 11°48' 43"- W 0 SZ• o � � s1'o Z 00 0 �3 42 - 116-49 '2.00 53. 13 51-93 N 455 X49 E 0° L.C. �• 2 � � � LOT � R L ChB .,.�,,� i`, N 00 142 17- 44- 58 97. 00 30. - . v� a � 05 x.•9.93 S 26 .�3 24 W � \� � . •., � " r'�,..� � . ;,;� .. • 2 WDM .o 0 143 17- 25- 12 97. 00 29.49 29.38 S-43. 58' 29".W �3 00 - 144 13 43 09 97. " t \ \ ` -- ,-� . ,`� .• '� o - 00 23.23 23. 17 S-59.32 40 -w • �.'� o L 0 o TRACT ..- i " E01 156-54- 14 16.00 43.82 31.35 N- 12002'53"-W -� �� \_ 9• Z as 145 10 06 00 0 Ar TRAcT plip � 43.82 �. R-9 4 L E' 3.2t • , �• T 5.55 51. i3 5' I OT. �3' -�' �S-2.13540 61 E 35` . 11 ' M S 89 3 a oo w m 2&t3•.1 S P C " to -- 3 3 0 �2 -- -• - WE s r S.W . ° S• ~ F.C . Cop. to ~ 3 2 5.45' r 5 M�ilERF1El..D _ Dr� IYE _- i"XPF � s 14 i °.. ' 4 U F _ .,_,Jnr ' _. * ,: ,iP 8, .tiii flt :,('• •, .. y� lk T M •, .1,r a ill Illlli 111 � 11 � 11111 '111till iIl I1 I � I t l I l l l i 1 f flI III III I i 1I I NOTE : IF THIS MICROFILMED ! 2 3 _4 - 56 7 8 A I O I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE-,-IT IS DUE TO TNF QUALITY OF THF ORIGINAL DRAW I N(;, •»*- _.. --- - _ - ----- dE 62 92 L2 92 SZ b2 E2 ' 22 1Z Oit 61 91 LI 91 9t fl E I 21 11 01 6 9 L 9 S tl ` ,.r '� I�!IIIIIII1111�IIIII1111�1111I1111�11i1'111 ,LIII�l111It111�1111�1t1tl�tlt��tltllt�tMt�1�11�1ItIII,IIII��I�1111Ilillllt�Illtilll�Il�Nlt��1 �lll�lll . 11111111IfItl+tt11111IiItltflltl�I111IiiIlI1111I1 �1�1111�IIIIItIlal111i111{ 11.6ikuhiI, b In TTTT V t M y • • g ` _. - �., FiSS P-7 Sok, M• h .,)O, " " I -- !~It Z 2S I 14 LJJCf1T100 MAP !Otw__ - - ----- -- - Tl L. _ i TrL_ —T---rL r� 71L ' T- L r/LT IL. I f TC)O 2S i SE V4 S.EGT ' Oto; ! 0 W izo I rtl 3 ! T ) �1 5w �q SE /4 SE�!I,T-2S,R-1 +v,W,M. -I f � I ��po � 90c� I I?o 1 f 20n 1300 !ao�� I Soo 1 so I � 1 50'2. . , I L-OT TIGAf4U, QR,E NA: H. GO, �. �� r i DATE 8-•K*- 13 SCALA ►'�=204 d I � Ai t f ':•Iv I TI` 1 , + I �. Ni ! ! I I LUT I N T, NOTE: ACG GOTS SHOW) Al?E FRONT APP2CVED �L r !of nZ-:_IM1IJAP-Y 'PLL--+T-- FILL V)rS ►JUMBLE ✓ 4 1 FfZET) 12, -U BEACK/90"00,) - � .-_ --_� L.- --- ----- � I — . 80�• ;.<� tr�r 7 5 w, KA s"E I i -, ,� • ( '� s r._�__ s,��. 100� TIL C. C� .__._ UU OY 9ot �`?•'. PORI L _ r/L I SUIAMEMELD ` T�' r l —_ - _ _ ioo �� o CirY LIMITS o Ira r= IF � I I 4•. T1L U1 40l 5 TIL k� aQ �_ S!zu( Al .3o tAw l T 4 �` i L` T 4�rOrSifJP4'�^A2E C Y _ G 1e , O Z 3 T -1 L r \,� _� / I V c�Sl ! 000 500 �� a; oO L. Ia 5. �Ht)2CN oo /CZ.�y� I -_�� / ' FVA tJe L I! 1 / / � � � r"r TIL.. l!J(C» /4- r .. ,_ _ •„ T/l. �`.DU' U g �EIZYICE / L o T - ...- + y►rz { - ;L---_ . _._.__ - L - -- _ _ ;i! c1 I SUMM1rRI'' _ .'i.} // / /) -� F`>?1a1.�kL I N ELM i TIS Trl. U ?I ., PHRaE Ii - �_ / /� �/ - - :SErvICE > f Z4d,' f I50f i 7. • �. : , / i 9s4 , e „ CITY LIMIT 5 J % - - r TtL T1L r/L t � i� 1 ` 1 r q I 7c7 2c'.C7C' Z-3100 T - A 01 lo .. .. ., -. 'i...± UMMVD e21`,k- LUQ _�. ~� I _� :�. i 00 ` I R r \ .� •_ •;- `� �� \, L • - r ., :LE630 Lfat?i<0 el9 ND4L+E I 1 W p i �•,-_ O I'' . - •. 4;: �� a TR �r CALIF, 91 0 Z 2li -- I i �\ ,0 •�• r soc No 0 G I '�'t O Z / + i F?;WK LIN I r�+ _ 1 "T-.._ c. y 1j, ?-`' t j z� ' i,M 20 l9Y Ih r� 6y V \ �.> T I 4 _ L07 ;� / / 1 / 1— — r—" 2�\ ` i e ..._—.�6 31, r44 , ! r r / 3 I ' C rr u / 'o, .... �- - :31,x, i30/ ' --- ► a� 9`si iso r� w l _ 1 _ p - 1 I 5 a. � i :'� hh S9 ` b S „ r� I S 5-85�A; d-w `� COR. , •�- ,i � .1: �i 3, � �., y� ,, 1 t t• ( I � I l � \� � + !v' . ., �=, 10 1 2 c Z7. 9 aw - 'ti i 1J1�1h1F::F"'F` I E:L.L7 hlC1 __ _•- __..__.. __...._.__... S_ + R 7 D--__- c, cap F, _. __ .- LC •' „ 14 p' R 1--4 A " ) H 4?9) A A ! - mow. , •.. .... • ''` �I1r�11�1[I ii►�11�111�111[�II •R�t[�11 IIII'i�'I I'll IpI 1lTil•1t'�(III I i'��111 Ilrllj� VIII) 1111111 j Ir)� 1!11111 1111111 1111111 111!111 111!111 111!111 T11Ir11 1111!11 111l111111l111 .: I +, ' � . . . NOTE: IF THIS MICROFILMED [ 2 4 5 6 7 s 9 12 DRAWING IS LESS CLEAR THAN THIS NOT ICF-'1TIS DILE TO THE QUALITY OF THE ORIGINAL -"DRAWING. - ----- - -- -------- - AE 6Z 92 LZ 9Z SZ fp EZ ZZ IZ OZ 61 91 LI 91 SI bl EI Z II 01 6 9 9 S 1r • E Z 1"r"" I I I '-•• 1WII� I�Yli�1111�1111�11U�11,11�IW�1l��IIII ' ,.-.'"yJ✓ ��n11n1111u11t111uu11u11u111:1n111t�1u[1111111H1111111wb1►J11p111�►I�tnlu�111u1�n111111,1�lnllmllu�11n111u111N11�ININIuIF Iu1u1111rnhMi�nulTluhu(�nnluliluli�nt�11u11�1I�1tlluuluul1u1111111uu1 ,�= _ _ JULY 6 1992 N W M 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 Lest plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground Heater, insert a pipe probe, by boring or jetting. into the backfill material adjacent to the center of the pipe, and determine the presr,ure 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 oy this amount. 14. 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. Ii any failures are observed, bleed off air and make necessary repairs. 6. After an internal pres.ure 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 tha two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Oetermine the time in sec-nds that is required for the internal air pressure to reach 2.5 psig. This time interval shou P then be compared wit's the time requited 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. B; 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 t�:an one, enter the total of all K values into the space for "Time Required iii Seconds." 13. If the total of all C vali+-�. is greater than one, divide the total of. all K values, by the total :f All C values, to get tq. To make this division with the nomograph, u;e scales C and K, and read tq. a N m ,n p A m ,o N to V p 'D I�I{M1 IyI�Inn lfrl frMr�mTf�f a I I I m o n O ,n 0 O in Op n O n p O O O O M y v O N M O O m ON Or _ N O d O �j 10 O n n •n O N O 0 11101 40O O I J N v O O M O Y S O 40 8 O O O O r in N 4 Y n O u0i 4 m N n a to N O O F J OO 0 0 0 0 0 0 0 n p p1 m r- n n r on N01 .n c a m e to n a K) a _ d o 0 d ci d d p W Z o 0 d x V� a 0 m .I. O Y 0 Z OO O C 0 O O O V O p O O O O O 0 O O O n O n O w a _ 01 ''(;r I-- : �IIIIIIII�III11tJll�llllllllli,::_'.Ill�llllll�ll�hhl�lihl Idi�Il��illli�yl;I�I,I��II�j,��I�,�,�j. !, �ISL I � I I l � � i l � l i l i l � cr r d V (r b. w OD to N 2 p I O d v O r. W � U W Z J Z O N O V % r w v ? r N a W H a x a 0 z W w oC w w W W v1 R 2 V1 U It- H J W U O O 2crx Q 2 V W to r I PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. glean pipe to be tested by propelling snug fitting inflated r,.,hber 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. Aid air slowly to the portion of the pipe installation under test until t111- 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. DeLermine 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 siza 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 teat. 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." 1i. If the total of all C values is greater than one, divide the total of x:11 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. 1 1 1 O M M M 1Q N N 14 O �O N +10 0 vN c 10 O OIn NMOOO V O O <0 OO, O O 10 A Im 'Cu C 0 n NO N h M O N N — O O O O J N e p 1 O V M Y O O O O p IL Y if) N O h V M N ♦ M N O O r_ 7 J O n U O, Qi 1 u7 n ♦ O O O� /O P. d n V rO N, M N — O O O rJ', O O O Z � r CL o Q cr x (7 a O ap o 0 : Y O Z i Z O W c J p m O � O O T N N 11 n O O _ �lll�lilllllll�llllltllllllllllillllllillIll lllllil,l,l,l,l, 1, 1,1, 1 , l L l�fl i li CD cr Ir v � OD M i fV M (D 1. W L W 2 W F O N \ O O u rQ] O r v F- WCL H cr W W 41 a m 0 W F W U O 7J O H U 'I Ir W W a U- 2 ut W a w a o z I LL' J fn D V? I L W �1 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 olug 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 t the center of the pipe, and determine the pressure in the probe when air pas:;es 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 solut.ion. 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 t;me required in seconds as computed on reverse side of sheet. 9. List siz,l 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 valLes, 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. 1. 0) to ono O v M In rn RS N N N m N_ go + V N 0 to m po Oi b p O O • i N M O b Ow Om ON J V O b O O M c" _ O O'O' aD m '. 'to h M r Fn In N N h fn O N - O O O n V J N I O O v Y n O O O O O O X h G_ vOi v n) N h f M N 4 'n It in N O 2 O F 0 o o O O O O O n U h O (pi O r vl h ♦ In N C{I O ,- n t n O O O O O O K a 0 a c a a < U f 0 Y O . Z z f- O O O O 0 0 0 O, O O o 00 W OD n 0 N V. N N in O q W ` W .ice N Q CID OD z � �o '• W Z N O J O n J U W N U U W � yNyJ� W \ to CL 1- ` Y q Z w W ,. m p d w w (Y OL U � w Q rn (n ct W W U ~ O p Z i y H z z W � J w o � PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting i, flated 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, l.nto 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 repair: . 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 siz: 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. I �—W.JMWL I= I O a m M m M N r. m b N p W m J ��pI�I►I��m� O II Ii I I IISI i, I. o n < r N , 0 n O n0 OO00 O n O O O mKObe M ry O O 0) CD r.m m O N N O O O I I Jill I I PTIIIIII 11MIMIll III limpillpi[fill I III I n V J N 0 J O r Y OO O O O v C M N O N N f O Y N O h M N u J O 0 0 0 O G O O O (O I' U 1n �j 01 O O� m N �p n f Fn N m N w to • M N - Ci O p O O O 41 O T X 0 a U. a c a O mI � Y O o s z z F— o p 0 n 0 c o r� o o O m m o vUi y N O O O vi O C3 a - n F— r. �III�IIII�IIII�I111�IIIIIIIII�IIIIILIII�IIIIIIiII�Ildillt�hlilihli�il lilililililiiili��li�iliii�ilil I I i�i I i I i I i I i I i Ili i� C9 cr �� J crn ti v y, Z � o O � M 1 Q Z W Z CK H O N O WO = W U ►- O '-� N W V cFi� Wc r, Z h a yY Y o O z 1. W `t w w �'.' U w a a ILLLL 1 cn 11 U W J I' Q O ZZ O W p H y U11 I b O ]+ LJ N � I ~ Q N W n H Uff PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball througii 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 submersed 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. 1. 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 ai.r 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 .9hcet. 9. List si.z: and length of all portion:, 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 a' i 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 s 1 C values, to get tq. To make this division with tie nomograph, use scales C and K, and read tq. O n! AKl MS N N N 10 Lo J N ,p + v N bIlln if,11 O Qp o Q 0Q� O y Q O N7 A 00 1�0 10 rlf f g �7 N N O M O N O N _ 0 O 0 J N v C! 0 r X Y J O O O N d 7 p N n f n N s O I 0 0 0 0 0 o 0 o 0 0 00 U rl O d m f- 0 h f M N d 0 0 10 h f 6 N _ ►u a Q cc n 0 < v O Y Z Z O oO O O O U O p _1 ID n' S voi M N 9 p � n p W e LL' f— ,r., Vllllllll��ul�lu�IIIIIIII1�111111111�III111111�tlddY�IIIII,I�Ii�,I�IiIII,LIrLIrlrL�lll,i�,�Illl� lrl , �lll 11 I � I I � I I I I , �I�� Q � cz Q M- ck: O W F" W ~ to V o a TT v �.. CID1 = W W F C1 N W O y W CJ .7 Z a w W C3 H U ,� O J C3 W Q LL N d W UJI z O W O N \ f~� vEl u J W c I N W � J 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 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 prig, 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. 1D M p h N W N O O J N a I Ou•o ~0' Oh- OO n O O n 00 M O O D 0 N M , N O0 0 r n00m O OrOM O N - O O O V J N 0 O 8O O O O O O O O IL Y n O vOi o• m N V n O M N U n ♦ +f N O z i i I i 71 J P u n o o 0 o 0 O o a O (" m p I r ,�� 0 o of m r d n • m N _ c' o O O O O O W a 0 a ac = � u 0 < � N o Y O o � z z r- O N O O O U C O O O Q W « 1 O m m i7 N N y M N N h O O 0 O W cr \ti 2 c N. a �' v 1 p U I i � O U [1 1 F H In W 0 In 0. a: W W �� O �� N a. H H Y p C7 z W W p 0.w W irl Ww acr U W U O O O U ! J f JF v0 Isk�1C{vh W 7r L_1 c b h Q U) W p 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 submerpt d 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. Adel 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 ani 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 compa,.-ed with the time required in seconds as computed on reverse side of sheet. 9. List siz, 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 an(! L, read K and C, and enter these values in the table on reverse side of shz.et. 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 snake this division with the nomograph, use scales C and K, and read tq. I o m e M O h r�L' M nl Ml N N NILS m h N ^y J NV I I N bm mO F- 00 O tl O G O �Nn O93 M Om O O O _ p O N Ohp 0 10 Fn cm N N � O J C !/j V N v O O OO rY /11 0 0 O c O O O O m < M 0 p Y N a O N v! f K! N 2 O F � J 0 oF-c v•� 6d� � n « ^ O f+oO mi 3aa a � O OZ 0O0 O O O O O 0Od M OCW =z ►- 1111111111111 1 lildwifill 111111111 a cr 'J LIJ m O N 4 +u mOD C c ID a m c. 4. v V1 W � U r V1 \ v o0 U a U I W 41 V O W O � W _ H a 1` r3 a W �. J U I- CL `J W W W LL z tn uj H of o �. o u -j x Llw (n a +n w �� w 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 ur 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 ir.creased by this ,mount. 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, sta�L 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 computef on reverse side of sheet. 9. List siza and length of all portions of pipe under test in table similar to one shown on re-erse side of sheet. 10. By use of nomograph, compute K and C. Use scales d and L, read K and C, and enter tiese values in the table on revere side of sheet. ll. :_-'a :,L values of K and all values of C for pipe under test. 17.. If the total of all C values is less than one, enter the total of all K values into the space for "'rime Required in seconds." 13. ff 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 scales C and K, and read tq. p , N v 81111111 11 11plipprIIIIIIII 11 1111 fill e i O Oo b Oq : 'O N �`'� of rri O O O III I I I Till if I jujifill 111111171111111111 11 1 1 11 ling 1111111 11111 1 1 1111,11 M V J a ` v 1 O O M Y 8 W) O O O n 7- 0- 0- ♦ A N � O � F IT1111111 I I I I I I I I I Pill fill IfillillJ 0 O O O O O O O O O p 41 1• 1p n f N n v r! o 01 e r e d e M N d p d d I d o d W o a I 1 CL U 0 -1. X 0 a p - o = r z f- $ I 6 o O o O vpi o n o 10 V! �' i �III�IIII�IIII�III��II�nIII IIII Ili�11111111111hhl1hld,hhll�il Q J a j W �•_.) .� �. �� z L m � V D � m , W �• o Q p w Q U — w U J Q v o Ln� y o z �►• 1 � rn CL x W V t~ U v 1 w W Q N _ n In VLl n z 1 O F N w \ O ~ H o � C ❑ 1- V J w rn o u: w 1_ 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 subme.ged 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 ;n 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 f&ilures 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 a'.1 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 scalea and K, and read tq. p ! N O 1 N 171r,11111pi I it Ili m pi fill-I I III III I IV I Tr7rt O N 010 O 10 OA pnj O_ 1 N n MI O O M N - O O O n V J a v O O � M X Y $ C MIT O O O o y N n f M N O h v o O t U YI p 01 (� �d n M O O 00 P- 0 0 f n N n "' N d ° o d d d d o � F- a o IL CL o ` O ' Y 0 ° I Z Z 0 O O O O O n ps A O O N O O G n n of m N QD rJ N C Z M o O N n v o y Q o ~ 7 � W z z UO O O 1~Wn to W 4 U W U O O I z 2 (tea Z 2 O O em W 1 q f/1 W O 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 s.bmerged 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 prig. 5. Check exposed Dipe and plugs for abnormal. leakage by coating with a soap solution. Lf any failures are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psi.g 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 psi.g, 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 '. 1, table on reverse side of sheet. 11. Add all values of K and a. -alues 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. 0 9 M 1•i! M M! N N N O O N O ' r O 1111111111111111111119019111 111111 fill Jill 11 117t it • g pq S • „ • p d� O n• �0� �n 7j M N N4. In rri V O O I O O J v i ' I O a K O Y1 f M1 N 0 in ♦ �f O N = O F a 1111 IT I I III I pill J VO O O O O O O O O A 1.- �p h M A od h o a si n 4e Id M �i _ a d d d d d c 0 a , CL O y� : n a = z z Q° O° o o v°i 0 v' J M N N n o O W P 11= QC (`- J {IIII�II�IIIII�IIIllllll�l��lll�lllllllll�lldillllhl�I�IJi�ilililili�il,��l�l, i ,�lilili��l,l� l,l ,{ililylii,�,y�` yc! W W `L N V, m C] U �' cn v � o ►- a N t(� y U ` W 1 U W N W a. oN W O z s IL w a � � w W �} O WIn cy W Q N LL z 2 z w ~ Vf W N n 1- 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 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 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 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 interN-1 should then be compared with the time required in seconds as computed or rse side of sheet. 9. List siza and luugt:.h 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 values, to get tq. To make this division with the nomograph, use scales C and K, and read tq. i wM o � � o v A n! a a N o n N O o r J - - v N O p w Q pw O �� n • +f rOn N o f4 O N � O O M V J M v 0 O r 8 QQ � Y Y N C W f Ml N ,� to f �f p i O o 0 0 0 0 0 0 c gaod r. d Id . M a ° do dId a d In c m = It CL 4 fY n (D < u Q t Y 0 z d Z H p W J Oi 0 �0 n s fn 0 � N n O QN 'iIIIiI�I111hIII�IIIIIIIII��1�hhl�hli�iLl�l�lildill III III III I I I I I I I 1 1, 1. 1I I 3 W M J L v OD i t o1 � 1n N W U O a Z W OZ 0 O U Q U _� • U ~ O s O W W M W W U LL z w o N a z z OJ F N _ nac � N W Q N ' W [7 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. 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 siza 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 Second-." 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. qq p i' I"I I N 0 O « � 4 �df � �A � of ♦ � of M � N\'.� N =� � O O M V J N v O I�P��P�� I •' is p O Y O 8 8 M N o $ �► M p O fill 1111 V d O L" O O O O O O O q A b f M N A o a d N id d M d O d d d d Z w O n ' O Y O 0 w O M I O n o N N tj � �- i V�uluuhmlu�;uu�uuliuuuulii { �. Y y._ N � M m g T � bf H D W ozJ z C W OU W V -2O y I W yW n. Y p i W n a _ W 00- Z J W W Q ILL V hW I V Q W V O O Z Z F _� N Q Z 2 O W to wO \ El U .J W V) h to Q W O t` PROCEDURE FOR CONDUCTING A(CEPTANCE 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, 1.n' , 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 Lamperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pres:3ure 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 siz; 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 valueF 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 p N 8 8 S yy� o A • p 01 O O 1� q e. rj M N N Mf O O O M V J N r O O Y � 1O ♦ M N - ^+ f M1 p s 11 ill IIIP[Iltpl � F?O r N d 0 0 0 0 0 O O O O do f ' M N n d r iri a - d o d d d d p a � r f� °h O Y O 0 • O � Z « to 0 0 :J S OI O O V1 O lu N N q O fx f" � _ �� IIIIltl�111111111�111111111�IIIII1111�tl�LI�hhI�I�I�I�I�IiLl�l�l�l��il�lil�l��l�I. I.I�i� u FN H � } A of D W � a t O �' UF- O O N \ ', W W ►- G W W y a 1- l- t W W 1` `► ¢ w w w `� i• en � a z L, t w ,n r 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 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 psis;. 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 prig, 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 reve-rse side of sheet. 9. List siza and lenc;th 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 i.ito the space for "Time Required in Seconds." 13. If the total of all C values is greater than onL, 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 is «r. e m m on 0 p rp v j - O �-tt 1, N u° N M J qq O e Om n p h 0 r O M I ~ t) p Ml 4 • ` O 000, EO OD 1,. rib h N p a M N N r- �' O OI - _ NN O O 11V J N a O O 8 8 p n O Y h O vpi N O O a Mf N O F III[[111111ITTM J o e o 0 00 0 o m w ►- p in N _ b a n 0 In a N _ d o cj d d = K a k Q x n 0 < u O 1 •r O Y 7 O xs z F- v o v b o 0 o b o b o c J p O O O O b O O O O O O� OD /1 w � Q �" /` 1lILIII�IIIIIIII11111111111�Ihlildild�hhli�iililili� ll lilil�lil�liii�ilil I. I i�iI�I i I i l i I I I i I� 6 _a ` � a a O :AJ r 3 r (~ N �n crCD O N 'I, N m o � Y . 1 w W � zw z , z cr O N o 0 e n v 1 w Ld ► O to LL' O uj W O �.f Z h CrW �i �r ul Q CLW c U W D w0 CL U c wW d N li I cJ W V p 0 z Z N O w Cj F J ~ ~ CY U J w -- N T� H d N - W O � H i PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball .hrough 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 incrersed by this amount. 4. Add air slowly to the portion of the pine installation under tc .t until the internal air pressure is raised to 4.0 psig. 5. Check exposed pipe and ulugs for abnormal leakage by coating with a soap .olution. If any failur„s are observed, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, z11:;w at least two minutes for air temperature to stabilize, adding ot,ly the mount of air required to maintain pressure. 7. After the two minu,�e period, disconnect air supply. !�. When pres--ure 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 1'nterval should then be compared with the time required in seconds as computed on reverse side of sheet. 9. List size and length of all pmrtions of pipe under test in table simil& 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 ►.hese 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 tht. nomograph, use scales C and K, and read tq. 0 9 M b M ROi N N O yR 1b ♦ J N ITITITTI 1 1 e o n O h 0 on 00 n O n O M 0 O $ 0 t0 Ow N O g O O O U 0 Ch 0 0) m � 1�1O n n + ♦ M M � NI N h l u. M N 1 O 1 O V J 11 G O 71 I .11 C) 0Y O O 0 0 O !1 n 0 M N _ n M N U. n -- 2 O I- -rf7'TTTTT7T 111,11 Ill 1111111111 Jill]III I I jlIqqIIJ,III�Iq Ill 1111111 11111111 7711"I'll Ill 17, W) o O O O O [-) O O O O O N m ti t0 h '� �• M N u n O s M r- n ♦• Nf b -: 0 0 o N O O O O O Q O Q � d x C ' O o O 0 « Z :L {" 0 U O U O O O O O O O O c O O O O O O U n O in O 0t n t` t0 n d M N N r F- �fj�l� lil��l��(�jl!'IIIIIII:I111WhhhI111I11i111111Ir1i,�IlI,IIIli111i1I1111� ILLI I1 I i i 1 I 1 I 1 I 1 I 1 I I I r I � t cr �. 1 _ 1 O y � T a t r M CID Cc OO" V yJ Z J t` C r44 o , r c c w - g 49 ? a t, LL 1t ) c W v p ~ wl 4t Z _) F- C1 W rn n � I W 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 .n ground water, insert a pipe probE., by boring or jetting, intc the backf' _1 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 ii,, the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation unt er test until `he internal air pressure is raised to 4.0 psig. 5. Che:k exposed pipe and plugs foe abnormal leaki:ge by coating with a soap solution. 11 any failures are observed, ble,,J 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 press ire decreases to 3.5 psig, start stopwatch. De,.ermine the time in secuuds that is requited 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 sheat. 9. List size and length of all portions of pipe under test in table similar to one shown oa, reverse side of sheet. 10. By use it 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 (jL- C for pipe under test. 12. If the total of all C values is less than one, enter the total of all K values '..ito the space '`or "Time Required in Seconds." 11 13. If the total of all. C values is greater than one, divide the total of al' K I values, by the total of PA C values, t.) get t To make this division with the nomograph, use scales C and K, and read tq. ;r ELI u v m (c m O h ♦ ® io N p - 1n M M N N N _ 40 r -/ V t N V Tl 11111 Tj m u n Oh N in 0 � U Op 0 to O o1 O O O O O O o Oo - N p p in O rh Ki CbMf N O O M U J N v 0 O M Y O p O O p o f wf N p Y in _ h w M N In r 1Q N O Q rot 0 o n o o o 0 0 0 o rn m ► o In m r (d r m N - d p C d d O o p 0 CL a c a cp o I O Y O I z � Z p p U O O O O O O rI O O Cf) Y J dd'r $ r0-. 0 0 O rif '� O �n O cr 1-- �111111111�111111111�111111111�111111111�1I1�II�iW�IY��III�I�II�iiIIII IIf;I I I II�iI�IiI�I N,II I. I�I �� U� I I I i l I i l I t I I I C)' C39 �) v r - J ccCli ° o � co w < ° °o m � � � I Y O Z F Q O (` V FO V O V - wLLI Ln U � W C) (1) W O m Z N m o a W W U w W Q ILI O _ 2 2 Id O 1 N w •IC� N N W 1- �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 vetting, into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. Th:s is the back pressure due to ground water submergence over the end of the ')robe. 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 oLserved, bleed off air and make ne,:essary repairs. 6. Aftet an internal pressure of 4.0 psig is obtained, allow at least two minutes for air .�mperature 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 sizo 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 oiie, 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 .,ll C values, to get tq. To make this divisiun with the nomograph, use scales C and K, and read tq. o to #0 M O F O � M M M Ml N N N � Lo N a p p o III Jill 1111 11 III-111,1'r,111[ill I I I it I It I O O 0 8 1n Ga N 7 O M 'a0 o n n M n O ON N 1.0 N O N N O O O [fill I I ITIT111111111,11119111111111 111111111 1111111 1 1 f I 111111111fIl If i rIII 11111111 Jill I J N O O O M Y Y OO M f M N O ♦ M N p N — z O F If 11 11 11111 111PIIIIII, J O O O O O O O O O (=LnD d O N •n im p of t,- (d to v M N 0 p Fo CL naz u C O Oz O p O O O O O h OM NC O Jill Ill a hmlu!!I!ml��uu►u!�luuu!ui!!ui!!� r O W I • h uv J O b dr3 H' \ � ti 1t N I 2 0 O 1rp M �r m . C3 o z0 z? � Z o 0 V Q L b of w U w n ► ^ w o n N o J at w Q z a x a - w w 0. c w U.1 (> O O W .= to 'Nui w Y (.) t- H H w U 0 7 WC7 cn w ,nJAJ a a 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 prc3sures in the test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until '.ne 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 prig is obtained, allow atleast two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnf_ct air supply, 8. When pressure decreases to 3.5 psig, start stonwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. This time interval should then be --jmpared with the time required in seconds as computed on reverse side of sheet. 9. List sizo and length of all portions of pipe under test in table similar to ore 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. a a) b M o O )O N O LI v M m A) W) N N V TrTl 0 N m o O nn o 0 OOO h p h O Q O N) O O O O app _ N 7 O rn n 9) Rl p i p 01 OPn Oi a0 m l)o 0 N f r M n) )p N ^1 — p M — N N O O U J N 9 U O ) I Y O p U p O O C) N O Lo o v n) N v r M N z o F o 0 0 0 0 0 0 0 o C-) 0 - m P- o In r n N u o o a m P. to W) o o ts ci o o a W a Q a 0 Q 0 Y O s O Z ~ O O C, C) O O O O O (» A 0 O O O O O O hn O N p Q W an r. h n D M N N F- �IIl111111111{IIIA`IIIIIIIII�IIII IIuJ�illu�lll�tl�hl�f�yJi61��J)lili6 )I)I)I)liI 1111 11f)I)I11111 11 ) i ) 1 11 1 LI 1 ) I l I ) I i C9 � Q ) ` J O W ?- W H cn a� v 0 o J Q � p 1 m o C) w o n a ~ z Z W Z I O O N �/ u Q ..,' u w V f] N_ W o p. O thA N Cl Z N Cr W w Z a ► H o w - ,� w a z w w r u g r� u O In W W a W � r J a �� < _� a Z z w �� I o F tn U) Y�l LJ J ~ p O u W to W 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 prestiure 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 p;pc 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. 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, disccnnect 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 simi.lar to one shown en reverse side of sheet. 10. By +ise of nomograph, compute K and C. Use scales d and L, read K and C, and enter thes•- values in the table on reverse side of sheet. 1.1. Add all values of 11 and all values of C for pipe under test. 12. If the total of all C values is less than one, enter the -,otal of all K values into the space for "'rime Required in Seconds." 13. if the total of all C values is greater than one, di,,ide the total of all K values, by the total of all C values, to get tq. Tc make this division with the nomograph, use scales C and K, and read tq. a ' o T u) M p 1+ • W r) N O N W o u h p hO W n- nlp u1 I Ou, f J, M 1 .I O N 0 O IOW _ O NIN 0 O I U J N .a O O pI p O p 8 p O O O O u7 < M N O Y O 0 0 M N O h f n M N _ 2 O F n o O O O O U O O O O O 0 W r ,p 't M N �1 ri o of m !` W n f M to d p o d o d o I � x a a � m •I• O Ox s „ � c• e O = « Z 0 0 0 0 a O o 0 0 0 0 0 u �, n o u o 0 C3 w ([ �p 1LVlWjlWllllL�Wll1ll�111111111��lJ� 14hh1Id VIII, I1:_�11L�1 i l � � i l l l i I Icr I + Q p a / %- x v rm 2 ` `( O Qit O , l :.) m w� O w t T w L vi U z w Z ! O O Q0 U O U _ w .� U a O N (r w w CL P F Y w W W + Uw W a M n U H w Q z z U w N 1- Q N O w 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 installatiun under test until the internal air pressure is raised to 4.,0 psig. 5. Check exposed pipe end 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 ,sir 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 dec_eases 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 c,!quired in seconds as computed on reverse side of sheet. 9. List s�z 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 teat. 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 ol.e, 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 Or TIOARD DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET -F"OJECT NAME L" ROJECT NO, (I) PROJECT FEE (City ord. 68-48, Seo, 10, Par."A"): a)Total estimated Improvement cost ,, ,, , ` li �'C -71 III) Loss son. sewer eatcomet. cost....,..,. .. $ i Adjusted improvement coat ......... . ... ... !9y,�,;•ublotol) subtotal 2) SEWER FEE ( U.S,A. res. 70-12,Sees, Par."9"); a)Sewer plan check fee 9 Inspection feed• �141 44,-P..+7l, 1) 1; 10.00 X /i • • • ,yt Cor] (no, of lots) • 2) 0 100.00 min. C] b) Permit fee 8 connection charge paid, 1. ... ....C3 r'ec-q '104 c) Sewer district controct euroharpe Paid.......N,**., ,,,17 /0—*-73 (distrlof Dome ) F42 ('.1) STREET LIONTINO FEE : ASE o) P.O.E. lighting schedule no.,_,._.`_ - 5 N, SE_tcLf'Si b) Mthly rate option. ...... no...__ \\ Itypeofllght lumens r4(mthly rah) type of pole e0_0111 -- x r_ • _ �mfhly role) (no.of IlpRtti, Iyr. • 12mth's (subtotal) 4 .. 2.yr.•24mth's 1subt01a1 (no,of etths (4) SIGN FEE (item+ln•tanatlon) (per slq,i) (no of slgn) STOP 11,_ x _ RESTFiul, OCCUPANCY x _ e , .r_ STREET 31" )f COM®.STOP/ST,NAME XNO PARKING + x m ssl. type) C 25, icx r i r ml• I, type. _y ..... ,., „ .•� RECEIPT NO, [SATE PAID check cosh Q •RAND TOTAL money orde• r Insertsews r,rsreet,or subdlvel)(ett Rr— CITY OF TIGARD, OREGON SUBDIVISION DEVELOPMENT PROJECT (P.W.) Procedure Check List 1 . FILE INITIATED.... . . (1) Supplemevtary sheets attached. . • . • . . . . .. . . .. . .. IN II . SUBMISSION OF PRELIMINARY PLAT., (1) Per�dinq Planning Commission action. ... . . ....... pj (2) Approved tentatively by Commission.. ... . ....... y /18 / 73 (3) Variance approved by P.C. 9-18-73. Ill . �:LJBMISSION or PRELIMINARY CONSTRUCTION PLANS (1) [Ilan Chock commenced: . ... ..... .. . . . . . ........ . . Qp LI /_73 (a) Revisions required. . . .. . ... . . ......... El (b) Stempeci, approved for construction. . . . . U ].of22 / 73 (2) Utility Co. plans received. . . . . . — . . . .. .. . . .. . . pp (3) Improvement cost estimate recei.ved. . . . ..., . ..... Qy I ✓. h.XFCUTLON OF' PROJECT DOCUMENTS: (1) Contract documents drawn.- (a) rawn;(a) Compliant#- Agreement signed. ,.......... IN 1-&L/-73 (b) Performance Bond signed. .... .... .. ..... Qg L�'j,41 73 12) Permits & Licenses acquired.... . .. . . . . ... . ... .. 1] (3) Easements obtained & recorded.. . .. . .... . p (4) Deposits made.-(qPaiddn.lrul.l.). .Rec.. 1U. . . , , ....., Q§ V. �VHMISSION OF FINAL PLAT: 11) Review for conformance commenced; . .... .... .... . Qg (a) Revisions required.. p W Approved & signed by Comm, Chairman. . .. IN W Resubmitted to Commission.. . . .. .. . .. .. . Res.No. Approved. . .. .. . ... .... . l 12) Approved and recorded by County Surveyor... ... B 3 P_` ( 31 Address 's ansigned. .............. I . ............ VI . COMMFNC:EMENT OF CONSTRUCTION... . ... .. .. ,... .. .. .......... M WL—L-73 Nate Jnypection sheets and construction/ ,spection check list (attached) for progress. vll . FINAL. INSPECTION OF CONSTRUCTION.... .. .. . ... .. . . ... . ..... ❑ (1) Pending correction of deficiencies. ...... . ..... rj 12) Not acceptable. construction deficient.......... ❑ (3) All construction items acceptaLle. • ,......... .. ❑ v(I1 , c.XFCUTlON OF FINAL PROJECT DOCUMFNTS: (1) Maintenance Bond signed....... ❑ (2) As-built drawing received... .. . . . . . .. ... (3) Final report. to Council issued. . . . . .. . .. ... ... ❑ 1 C I TY C'OUNC I L ACCEPTANCE OF PR(aIF.CT IMPROVEMENTS. .. . ... . . • Ll MAINTENANCE BOND RXPIRES. _.....L_.L. �s March 6, 1974 CGPy 1 I Mr. George Marshall Tualatin Development Co., Inc. 15300 S.W. 116th Avenue Tigard, Oregon 97223 Daar Georget As you know, we have been trying to clear up all 'loose ends pertinent to the Summerfield proj,tcti more specifically those portions, thereof, known as Summerfield Drive, Summerfield II and Summerfield III. Subsequently, to er,•=bla City lasuance of approved construction plans, then following fees must be paid - to wits 1.) Summerfir:ld Drive $2,621.98 Permit fee + 660.00 Sign fee $3,261.96 Total Due 2. ) Summerfield II $246.62 Permit fee + 230.00 Sign fee $476.62 Total Due �.) Summerfield IXI $222.66 Permit + 1.15.30 Sign fcq $337.66 Total Due All required sanitary sewer fees (applicable to the above project portions) have previously been paid. ver; truly, Nick Hieb,!rt Director of Public Servicen & Far.ilitiva K7t:fj macs 11arrl9-McMonag1e Assoc. . C) I SUMMF_2 FIELD PHASE IL r• _ ! I C i I-OCA•T100 MAP ,-q _ SATrLER Sri�E T 11 I �_rr =t � Z�, I IID � SvE A4 SE C T I 0 u 10 �' � - _-�_ �'R.�8 5 7_ ._.,� M_... E S T '/4 4 SM.1 T.2 R W.M. --- — 7 ll;ARQ _3 �` ti ZS, CST, �u Tli. TIL It_ T-Tlt_ �� TIt^ i Tf L- 7 8-1 2E a/ $ • • ' �•� I?.C�I I"200 f30G IAOa 3 TSL^ T/f_ -s- ' Tri i 4 r• 3 `BCH E I' -Z00 1�: �I h I SOU I SO I 1502 I Tit_ i 7 f 900 ,\ I i �¢ .A I COQ r 9pG i t j is/r r`. _ 44 /V>�1�: G LOTS SHOW�1 f�2E FROM APPFt01rep v` N � -� TIL S. � PR1rL11,n1UAQY:. F'LG7 AL Tlr_130z na � I n � LUT OU L LOT, u ER � _,._ _ - - t PLATTED. © rh MH , I t i� . � _ '` =! r ',. .^ ', .. :�r!r• � �'i•L F D 2. T�rG � itt T L c `0T T f I L_I gERCKclot - )i / J �R 15280 'i'/ _ - / I� - 00 �j- T-/� i IOQ� T I -S * KASLE r T(L w a _ I ..l 1000 + i 4-00 POIZILAUL) DC. I 1+ �` !!t 401 CIT`r LIMITS �(.!MME2FIcLD 97203 ` p e N- 3B PHASE 1T vl 1 f K Ivy C QTY " T�� I T F r 40z 31 OCE A.4 JO lJlrT L.-1.14W ` 4 5400 SmO, 109 At+� 00 r I _•• , . . 1 TIGAv2m 4 Z 3sR 111 / r/ \^ •. \ N o / °o ' / 01 I _ A/- S� S-z- ✓ L. 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' .+,,... +M•.'"'wy - is...rw. iw•.-n., .c..rtiw.L'•r --•y ._- _. .. .-.. _. ._ .._.. ,. .,. //��i, ,y .. ,„ 33 (�IIri111111 (IIlI111�'111111,�111 11111�1��111i11111I11111t11�1111 IIlllI lfi1111111111Ill IIIIIIIIIIIlf1CI111111111111111�1111111I111111111111111111111111i1111'11111111111111111111111111 (! �' p- 'k 2 3 4 5 6 7 8 9 IIO II 12 NOTE: IF THIS MICROFILMED �._ ------------- DRAWING " �` DRAWING IS LESS CLEAR THAN THIS NOTIC&j-'IT IS DUE TO THE. QUALITY OF THE ORIGINAL DRAWING, OE 62 92 LZ 92 SZ 1fZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI z I I 01 6 9 L 9 EI-. 1111111111111111,till 1IIIIIll 11y1I11111111r .IIII1111111N111111uu11u11ut1111nNut111111111111111111111till Ill 11111.111111111111111111111111it11111�11111Ill 1111111111111111111111111ilIII111111llull{III!♦1111♦�lu11111111111111111u111n1111111HW111111�11�1,111UJ1�l.ul,Iul11(III►1u1111, JUL1992,% UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 BOARD OF DIRECTORS (503) 6488621 ELDON ROUT, Chairman General Manager VIRGINIA DAGG Room 302 WILL11,M MASTERS ROD BOTHLkVL0 BURTON C. WILSON, JR. yl ml Jenuary 29, 1974 CITU (1F TIGARD City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Gentlemen: RE: SUM-1ER.FIELD - PILl1;.;1: 11 Enclused for your file is a set of the contruction plans on the above referenced project which has been approved by this Agency and the Department of Environ- mental Quality. ' Vary truly yours, DANIEL 0. POTTER, General Manager Stuart L. Cato, P.E. Staff Sanitary Engineer SLC/kd Ence CC: KArTi@-McMonagle Asaoct. reg /Z-17 CITY OF TIGARD, ORE . ENGINEERING DIVialON I P W. DEPT: PROJECT INSPECTION SUMMARY JOB NO. -- _ PROJECT TITLE: DATE' =..> = --- - -._. - - PROGRESS TO DATE as rA��E�__. f 3ejy 'Or SPECIAL PROBLEMS: EST. % PROJECT/ I i EM COMPLETION:--` °,� , S i�foe_— I INSPECTOR �.G/C_ --_ _ CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY i JOB NO. _ PROJECT TITLE ��e�[7DATE: ------ PRO G FESS TO DATE ; lkit'g Jo WCL. SPECIAL PROBLEMS' EST % PROJECT/ITEM COMPLETION; IN SPECT0R_j �_-- CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PR00ECT INSPECTION SUMMARY JOB NO. 4 PROJECT pHilsir DATE: ILL 14 V R E�S P DA -2 ff -7- PRO L -3/ 1 d') _-7 rALL a r iV 2 _41 •p SPECIAL PROBLEMS: EST % PROJECT,, ITEM COM 'LETIOW— "A4 I N SP E C T 0 R SUBDIVISION COMPLIANCE AGRGErI/ENT THIS AGREEMENT dated the 14 day of C/rincl r _ 1977 between he "City", and nd aR)bintmven'UjrelityfuaflatiiiondeJeefo lrPe`ftt�o., Inc. termed the City and � --or g p ,and Frankli0__3Vryice QorDor ation,_bot�_O_reg_on Corpora ions, hereinafter termad 'Petiti.onev", �^ 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_III�(Lot s_#141 - #151) located _Ap_Section 10, Township 2 South, _Range 1 West, Willamette Meridian,~Washington County, Oregoni and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to install streets, sidewalks, street lights, storm cowers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees= and tTiEREAS, the City has approved and adopted the standard specifications for Public Works c-instruction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision developments and WHEREAS, the public 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 une of proix:r.ty in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchrsers 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: (L) Petitioner shall proceed with the development, with the intent and purpose to complete all public improvements except side- walks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdi%-Lsion 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 assure compliance with the City's requirements and the provisions hereof, Pr.titioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of S19f927.71 a copy whereof is hereto attached and by this referonce made a part hereof. (3) In the event that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time limited, upon ten (10) days' notice by the City to Petitioner and Petitioner's sureties, and such default and failure to proceed continuing the-reafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner and Pc'_itioner's sureties and in the event ;ame be not paid, to br,7,,g an action on the said b ld to recover the :;mount thereof, in the *lent such action b; brough., Petitioner and Petitioner's sureties promise and agree to lay, in addition to the amounts assuring 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 proceed- ings to enforce against the Petitioner and/or lititioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the Citi+ of Tigard, and in such event, in like manner, the city shall be entitled to recover such sum as the ,ourt shall adjudge 4 reasonable as and for the City's attorney's fees anC costs, both in the If Trial Court and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, 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 siim equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. (5) The City agrees to make and provide periodic and final inspections as in the City's judgment are necessary to assure compliance herwith, 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. $_ 115.00` (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 readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond, if not already provided for correction of any defective work by the City in the sum of $9,963.86 _ to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements of said subdivision by the City. (8) Upon receipt of certification by the Department of Public works that all requirements ► re been met and a One Year Maintenance Bond, the City Council agrees tr accept the public improvements, subject to the re- quirements for correc.ion of deficiencies and maintenance for a period of one year as hereinabove set forth. (9) That in addition to or supplementary of the requirements of the 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 re- quired by the plans and subdivision code shall be installed throughout said subdivision not later that 3 years from the date of this Subdivision Improve- ment Contract. b. All landscaping trees on that portion of each lot between the public sidewalks and the curb (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the subdivis+.on. Provided that final inspection and application for occupancy permit occurs 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) years from the date of this subdivision improvement contract. -2- c. A one (1) inch4kA ass "C" asphaltic concre— overlay shall be placed, within one year (1) after final acceptance of the improvements, on all streets in said subdivision. (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 9 hereof shall for all purposes be included 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 requi-e- ment thereof. IN WITNESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its board of Directors has s caused this agreement to be executed, and the C.ty acting pursuant to re- i solution of its Council adopted aZ a meeting thereof duly and regularly I held on the J day of a.,u «k . 19 7Y has caused !I this agreement to be executed by its Ma or and Recorder. 1 TUALATIN DEVELOPMENT COMPANY, INC. � By— By. Y—By; (Sec.) FRANKLIN SERVICE CORPORATION i By (Pres. ) By: �7 �(.k'- Z> (sec.) ,rHE CITY OF TIGARD, OREGON By: ' Mayor Recorder J �t ✓Gv c STATE OF OREGON ) as. County of Washington On this 15th day of,__January , 19.74 , before me appeared Ronald B. Sorensen r^ ,.r and — George J. Marshall w ` both to me perscrslly k-,wn, who being duly sworn, did say that be, the sail W_Ronald B. Sorensen_y i e the _ President, and b.e, the said George J. Marshall is the Secretary of Tualatin Development Co., Inc. the within ramtd Utprration, 3rd that the seal affixed to said i.nstr�iment is the cor- porate seal of said Ccrp-.ration, ar_d that the said instrument was signed and sealed in behalf of said C::porstion by authcri*.y rf its Bcard of Dire:-to-s, and Ronald B. Sorensen _ and � George J. Marshallackrowlodged said instrument to be Lhe free a-.t and deed :f said Corpo-aticn. IN TESTIMONY WHEREOF, I have hereunto set my Land and affixed my official seal the day and year last above written. '-�2 ..� Nota Public for Oregon My Counission uxpi:Ps„ Januarry 16, 1975` SLATE OF CRECON ) C-inty of Multnomah _) On this 15th day of __ January , 19 '74_, before me appeared h to me persona� �� b t1 known, who being duly swern�i did say that he, the said it tier; Uu President, and he, the said to the Secretary__._.___.._ of x�:a !' �� '?'� the within name CctpotatLon, and that the seal affixed to said instrument is the cr:porate seal of said Corporation and that the said instrument was signed aid sealed in bahalf of raid Cnrporation by authority of its Rcard of Directors, and . Zy.2-g and _ � szknow'_cdged said instrument to Ne the freer act and deed of said Cr.rpotatlon. IN TESTIMONY WHEREOF, I baVP hereunto set my hard end affixed my official seal the day and year !est above 5itten. ^ Notary Publ.vicr 0 egcn My Cerm-19ticn cxpi res Corporate Ackncwledgem,ent STATE OF OREGON ) I• 1- SS. County ofL1'��st � On this 2,1day ofVNy,ck�,r 19 ?Ly, , before me apEeared 1--104U._�k'.t"c 14,1 and �C;.^r-% ,r Z, f both to me personally known, who, being duly sworn, did say that he, the said g,G,�� is the Mayor, end she, the eaid �!i),r�__ �i > is the Recorder of the CITY OF TIGARD, a r.uniciapl Corporation and the said rl vnL1��r tl�la and acknowledged the said instrument to he the free act and deed of said municipal corporation, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this my certificate first written. Notary Pu is for Oregon My Commission 77tt""'�� IIIII City Acknowledgement H' V i JJTALATIN DEVELOPMENT CO., INC. 15100 S. W 116th Avenue 110ARD• OREGON 977» October 15, 1973 4 i1 ti Mr, Kick Hipbert, City Engineer City of Tigard Tigard t"Ity Hall Tigard, Orevuri 97223 Dear Nick Relative t�, the ntreet lighting system for Summerfield, we propose the following pr ,k!rarn which we feel would make for an exceptionally aesthetic area as well as illuminate the development to a most satisfactory level. As you kn�u. we have been trying for some time to come tip faith a proposal which wuulrl hr satisfactory to the City, to the Powe r Company and to us as the resp math?,, party for the creation of Aesthetic values fur future residents of Sumnu'r!'ieId. We have entertained nutnerous and varied propusals to accumplish these goals, however, we believe that the program as now con- ceived will hest serve all con' erned and will greatly help Summerfield to be one of th,• tin,•st residential cummunities in Oregon and thusly be a great asset towarns ri.aking l igard known as the finest area to live in. Attache,' is a Mabt. - plan ,! iumrnerfield. On the plan we have indicated where le believ,• -he aopr .,%irnate 11,catiunb of the street liithts should be. For example, ,-n Sun'r wrt ' 'd 17rive wr have 'ocaterl the lights un the South side of the road and appruxin air ', I "I feet on center. Further, ale prupuse that an additional street light he placr••I ,• r-ach and every intersection where a street sign would be located. T'li,' street livl.• ,•Ile which we propose to use fur flip above mentioned location is ,,f cast .oloniinun, ai d made by Charrnglow Products. fhe lamp itself is made by I he Welyhar h C:urp,irat.on. Roth of these 'trills -ire un display in the island on S. W. 10401, uff Ourham Road. The lamp bulb which w.' propose to use is 201 watts. It 1 ,, . !i long life of 6, 000 hours and puts Out around 2, 400 lumens, The lan'p bull, '- clear (nut frosted) and the glass in flip lamp fixture is also clear, thus prurlut.in,! inure than enough illumination for this residential development. 41 t?l i , VHF{, y .. ,.•,�„r'�` ;A N Mr. Nick Hiebert, City Engineer }tet Tigard, Oregon 97221 •,,'r''`�r 't.5 E Page !wo 1 The balance of tt,c ,econdary and tertiary streets in Summerfield acre tq be �,y illuminated with individual post yard lights placed approximately raixtn.1 *1' �: C on center and lite with a 100 watt long life clear bulb. The fixtures them-a�on i I selves, will be architecturally pleasing and uniform by area. We expect to install the fixtures at our expense as well as to maintain both { the fixtures and the lamps at the expense of the Summerfield Civic Association. 'i The els •r.. power to operate the yard pout lamps will be borne by the individ- ual residing t,•nant, however, we would expect the City of Tigard to absorb the .� power rust of the major street lights. Attached at. opies of the Summerfield Declaration of Conditions and kestrictiun. .incl of the Sui.imerfield Civic Association fay Laws which allow the Ctvii A,,--ciatiun to accept this obligation. As you will note, annual aasesimir;,t. ,re charged to each owner to finance such service. 1 We sin, rr, Iv huge that this program meets with your approval as we w•- ild like to pi o . d with ordering the street lights and instAling same. If you have an% :urther questions, please contact me. '4 Very truly yours. TUAI IJ% 147VELOPMENT Ct). . INC. *. i nrgr to .hall, Vice President (,JM fa F:ncl. 1 t � 'I i � l I CASH GO[rL.ESCPQW AGREEMENT 'THIS ACr<FFMENT, made this __.4,1 day of-,Janc_cj.#,�-� , 191 , betweer, the CITY OF T GARD. h . hereinafter te ,ned tMe "C14y'', end a_�oint venture}_Tualatin_Development Co___Ine, 6 Franklin Service Corps both Oregon :ores. hereinafter terrigd the ' IFINC:FAL", and Dgniemin Franklin Sav_in�s ¢�oan Assoc. hereinafter termed the "BANK" lAsspclation) W I T N E S S E T H : WKFREAS, the Fr:nciFal has heretofore executed a Surdivision row,c'. iance Aare•:nert,witi, respect to the dcplopmert, construction and trpr:ve:nent of a residential subdivision within the city kn<,wn as Summerfield III 51) , a copy of GR:d agreement tot,ether with a larticu2ar iegai descr:ption of said `.ands being att�jcl-ed hereto and by reference .rade a part hereof and M?F.FF'Az, the Principal has proposed to the City that there l:y s:.tr ,st r? the Sank the s.m of ;19,192Zas a cash 1 r: iairn.v:, t ^r:d to aware the C,.ty that all req,irements of sa:d 4ubdivion Compliance Ajrec.ment shall be properly and timely 1•.,rr :ai -nod at o to assure that the costa thereof shall be timely Fa,d and al : regairemer,ts thereof ',net> and the Bank has agreed to take title to and hold in a trust catacity the cam of $ 19,927.71and hereby acknowledges -tcny there--3f to be herd ratsuant to the terms and lravisiors cf %aid Subdivision Compliance Agree•ient as hereto attached, and it is desired heif:by to set forth and define tl.e conditions apr'i :cible t..o Faid cash bond, NOW. Till'FLFfRE, if the Frincil al shall faithfully observe and timely crmply with all requiremerts of said subdivision Compliance Anr`(:nr-r,t and al: ordinances and regulations applicable to said ^.u1 ,9:v:Girn. arra if the principal shall we:i and truly perform all matters and things undertaken thereby and hereby to be performed and !,hall 1r-mptly make payment to all ;:ersons supplying labor or :•.itorial for any prosecution of the work, and if the Principal -hall riot 1`ermit any ;ien or claim to be filed or prceecuted , taingt the City on account of any lar, r or material furnished, and if. the Principal shall promptly pay all contributions or +mnunte due the State Industrial Accident Fund and the State Unrrrpluyment Coa•pense.t.ton Fund, and shall promptly as due .rake l,a� mint to the person, co-partnership, associat.ic%n .•-r corpr.ration onfitled thereto of the monies mentioned in Chaptets 219.320 and a. ).0 0,P, S. and shall prr.-;mj.t:'y cc.mply with all withholding an•i 1 .3ymient regairements of chapters 316. 162 to 316.212 C.R, S. With real,ect to the collection of taxes at. source, then upon full -mir•ticn of a] l w nrk and the furnishir.a_ of evidence satisfactory to the City that al.i ziquirements hereof have been fiilfiiled, and , f the Frincipal shall execute and deiiver to the City the tain�er,arce Br-nrl described in said FJ' dtv_i,:.n Compliance Agreement, th,on the Bank moll thereupon release tr, the Principal the said n�h bona deF.c,sit, IPGVInFD, however, that the obligations hereof shall not alpty to any money loaned or advanced to the Princil-al or to any r•ubcrntractor or other person it the performance of any such wcik whether sFrcifteal ly provided for by ccnt.ratt ni otherwise, IF, however, the I-rir,cipsl Etal . fail to literary comply with all regiirements of said Subdivision Complinrce Agreement and all the requ_rements hereof, nr shall in any particular perform the ark in a defective manner, upon it' days notice by the City to the Frir.cipal and toich d%e$ault or fa-_.ure cont 'ruirg thereafter, the city is hereky —E norized to have sa:.d Mork performed ci the requirements of the Subdivision eompl:ance Avreement brc.ight into i_orfoimity with the terms thereof and w'th the City's ordinances and rcauiatiDns, and the City sha;l be. anct it is r.-reby, authorized to charge the same against the entluated cash depct it and the Bark syrr-r_-s to iay theieflcim all amounts certif_*ed by the City tc be rhar,eab:e thereto. r�nthing herein contained shall be construed to -cnst _t.,tE accef.tarre by the City of any re<<~n€ibility for m•i_r.ter.arce of the --np ^vements nor still the city by reason thereof i.,,rc.ne ct i:gated to a-y l.:erson cr property mh' for any loss rr damage arising by ieason• oi the manner in which Bald improvements -,.,re ccnstrur:.ed. Fat ther, the City be. ar,d :t is heresy. aut-h.crited in addition to the foregoing, in the evetc .tet c�.jch def:i,..t or. the Fart of the Principa. to charge against said furaF all c,:-ts incurrt-d by the city inc—ding attorney s fees 1r, exacting c,:.np,:ance therewith or herewith, and the Bank agree= to disb,.rFs said f.,nds for said ,..,zp,ses %ipcn cert .ftcat.ic:n thetecf ty t!-e City. Upon fu: f illmert *>f the fo:eactrn .n. accc:zdance with the tormi and prry:s.crs hereon, the Ct.y agrees to furnish a certificate of ri :ea.4e of said <:ep( Eit. or sucK F._rti^ns thereof as shall remain after fuifil'.'nent. f the require.nc•r:t, hereof. IN WITNESf WHERECT, the City unoei a•,ittnrity of resolution of :t9 City Council has caused this agreement to be executed by ii ^ Mayer and city Recorder, and the Prir.c:ral and the Bank have atfixed theit car-3crate signatures r,r, the nay and year first here:r.akcve written. C;TYr_ C: t:'F ?IGARL _QREGON— M3ya By !recorder PAINCI PAL i Tualatin Development, Co., Inc,! BYi l.�t.��_ ._!_ _ .____'___ Pres. 13Y — �` ----Sec. (At.L,1;,11 C,'-rporate Frank Lin Service Corporattont Acknowledgement here 1 py• . Pres. Sec. Renj.Franklt oder t wings and ligan A),►ociation Pige 2 cash Bind Ganga' Actpamelit i I . ,IA'fF. OF OREGON ) ss. "runty of Washington ) On ibis _ 15th day of _ January_, 1974 , before me appeared _ _ _ R nnald B. Sorensen and George J. Marshall both to me persca.ally k-:_wn, who being duly sworn, did say that I •, t� -ai.i i;•lnald B. Sorensen Mr `MY is the President, and he, 'I., -aid George J. Marshall is the Secretay of Tualatin Development ro., Inc. tl < l,ithin vi-tl Crcporation, %-id that the seal affixed to said instr%ment is the cor- lwtO Or seal of said Cc-p,.:ation, and that the said instrument was signed and sealed in 1,0-ilf rf =aid C i;nrati t by authcrity of its Bcard of DireA crs, and R ,nalrl R: Sorensen _ ar.d �- George J. Marshall acknowledged ali I-str.o,T,ent to be the free act anal deed of said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my Fand and affixed my official seal the day and year last above written. .Note Public for Oregon My Commission expires January 16, 1975 `,IAIF OF i:REGON ) t'I.1 m y of / On this /4'u day of 197V before me appeared _..._and beth to r(e personallkncwn, who being duly sworn, did may that he, the said President, and he, the said is the Stcretary "f r� .�•� ;, _ rtt�m;a._� the within name Ccrpuration, and 'list the seal affixed tc said instrument 1s the ccporate se91 of esi,d Corporation and that tht said instrument wre signed and sealed in behalf of said Corporation ''s salt, rily r•f its Scard of Directors, and Ind -4a;.know'_edged said instrument to ha :Fe free ,( t end deed of said Ccrpotation. 1N TESTIMONY WHEREOF, I have hereunto se. my hand and affixed my official seal the day and year last ab-)ve wri ten. Notary i'ublic f Or n--7— I My Cctrr;lmsion expires ,iiw rete Ackncwledgea.rnt WE OF OHF.CON ) ss, On this � _ day of ` _ _, 1972, before me appdared _-_--- t and - _—_----- ---_ both t•t me personally known, who being duly sworn, did say Lha! I,, , tilt, laid _ �j L is the �c�t__ President, and/be, Ii.r paid __... C!i —u�.R_ � is the Secret till within naw d Corporation, knd that the seal affixed to said instr7menc is the cor- I, , jtc -al of said Corporation, and that the said instrument was signed end -rated in bot� of paid Corporation by autlotitycf is Bcel Director!, and _ l and �Y/ /�J,� acknowledged aid i!:silument tv hr the free sr.t ar.d deed of said Corpnration. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and yea last shove writ.t.er. Notary bl�for 0 Egon � � �� My Cotrmission rxpirea / 7� W!- OF ORKON ) 7t, - / On this �� day of �SLLy.�r�f_�-_�� 19 7 �/ before me appeared and ISI h to mr pctsnnally known who, Fring duly sworn, did say that he, the said is the Mayor, and she, the said is 'he Rec -rder of the C1rY OF TIGARD, a municipal) corporation, ar,l the Bald _ ACr!..._ ._ a.Lic!yj1t�JJ�? and 4n,wl,dg,d the said instrun.Fnt to he the free act and deed of said municipal IN WIINF';S WIiFREOF, I have hereunto set my Itand and affixed my afficia. spill, thi- Ihr ,lay and y^ar in this my certificate first written, Nrlaty Pu c for Oregon - My CC.-mission Fxpirest ,7 _�� V (a) Councilman Norton moved to follow the recommendations of the Citizens Police Community Relations Council and appoint the following: Edna Sakata - 2nd term expires November 1976 Sister Mary Isadore - 2nd term expires January 1977 Bill Hill - 1st term expires February 1977 Gary Nash.if - let term expires February 1977 (b) Motion to adopt! Councilman Norton; seconded by Councilm,.n Moore. Approved by unanimous vote of Council present. Councilman Cook temporarily abaent. 14. EXECUTION OF SUBDIVISION COMPLIANCE AGREEMENT AND CASH BOND ESCROW AGREEMENT, Summerfield II, and Summerfield III (Lots 141-151) (a) Director of Public Servicea and Faot.litips recommended execution of agreements for Summerfield II and TIL (b) Motion by Councilman Paterson to authorize Mayor and City Recorder to sign on behalf of the City agreements for Summerfield IT and TII; sa.ronded by Councilman Norton. Approved by unan.1mous vote of Council prp3ent. nuncilman Conk i.emporartly absent. 15 �YRESOLUTION No. '74-6 RESOLUTION OF THE TIGA-5 CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS WITHIN HOLLYTREE SUBDIVSION (a) Motion to adopt; Councilman Moore, apconded by Gnuncilman Paterson Approved.by unanimous vote of Council present. Councilman -Gook being absent. 16. RESOLUTION No. 74-�\ ESOLUTION OF THE TIGARD CITY C 'FPTING THE PUBLIC IMPROVEMENTS WI N A STREET DEVELOPMENT PROJECT KNOWN`•�F�5 S.W. MURDOCK STREET AND S.W„ 10 tk AVENUE, SUBJECT TO HEREIN SPFC:FIED "NDITIONS. (a) Motion by Councilman Moore to tab`lsq seconded by Councilman Norton. r Approved by unanimous vote of Council. C2letrcilmen Cook returned to the meeting. �.. RESOLUTION No. 74-7 RESOLUTION OF CITY COUNCIL CONSENTING TO THE ANNEXATION BY THE TTGARD WATER DISiRICr OF CERTAIN LANDS LOCATED WITHIN THE CITY OF TIGARD (Parcel #4) (a) Motion to adopt: Councilman Cook, seconded by Councilman Norton. Approved by unanimous vote of Council. PAGE 3 - Council Minutes - January 14, 1974 16 EX E:UTION OF SUBDIVISION COMPLIANCE ACREEMENT 6 CASH BOND ESCR.OWgAGREEMENT -4 Summerfield III (Lots 141 - 151). a) Recommendation of Director of Public Services d Facilities. 17. RESOLUTION No. 74-- RESOLUTION OF THE TIGARD CITY COUNCIL .ACCEPTING THE PUBLIC IMPROVEMENTS WITHIN HOLLYTREE SUBDIVISION. (a) Recommendation of Director of P,;blic. Servicez 6 Fac.ilitlee. la. RESOLUTION No. 74-_ RESCLUTION OF THE TICARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS WITHIN A STREET DS!'ELOPMENT PROJECT VNrIWN AS S.W. MURDOCK STREET 6 S.W. 109TH AVENUE, SUBJECT To HEREIN SPECIFIED CONDITIONS. (9) Recommendation of Director c£ Public Services 6 Facilities. 19. RESOLUTION No. 74-__ RESOLUTION of CITY COUNCIL CONSEN THE CITY OF TIGARD. TING TO THE ANNEXATION BY THE TIGARD WATER DISTRICT OF CERTAIN LANDS LOCATED WITHIN ' (a) Recommendation of City Administrator. 10. RESOLUTION No. 74-_ RESOLUTION OF CITY COUNCIL CONSENTING TO THE ANNEXATION Py THE TIGARD WATER DISTRICT OF CERTAIN LANDS LOCATED WITHIN THE CITY OF TIGARD. (a) Recommendation cf City Adminiatret>r. 11 APPEAL OF PLANNING COMMISSION ACTION - Ccnditicnal Use 18-73. A request by Mcbil Oil Crrpot-ati..:n for approval cd: t a setvice Station use in a C-39 General Commercial zone, Subject Fite is gated at 11900 S.W. Pacific Highway and comprises .11 saes. (Tait Map 151. 2AA, Tax Lct 101). Plarsi�.g CnmrniSairn approved request. (a) Setting of Public Hearing, February 11, 1974, 8.s00 P.M. 22. ORDINANCE Nc. 74 AN ORDINANCE ADOPTIN,,^. FINDINGS WITH RESPECT TO APPLICATION OF LINCOLN PROPERTY CO., FOR CHANGF OF ZONE CLASSIFICATION FROM R-7, RESIDENTIAL TO r-P, COMMERr?,AL-PROFESSIONAL, WITH RESPECT TO Tax l t 3100 1S1 IAC, GRANTING APPLICATION AND FIXING EFFECTIVE DATE. (a) r.eoommendaticn of City Administrator 23. ORDINANCE No. 74-_ AN ORDINANCE REPEALING Chapter 2.1,; OF THE TIGARD MUNICIPAL CODE WITH RESPFCT TO FMP1OvEES' RETIREMENT PIAN UNDER GROUP ANNUITY CONTRACT GR-1692 OF TRAVELERS INSURANCE COMPANY, (a) Recommendation of City Adminl%teat:-t. 14. ORDINANCE No. 74-` AN ORDINANCE PROHI81TINC EXCAVATING IN CITY STREETS OR AILFYS WITHOUT A PERMIT;, PRESCRIBING PROCEDURES FOR OBTAINING PERMITSg RFGVLATING SIZE, LOCATION AND CONSTRUCTION OF DRIVEWAY APPROACHES, SIDEWAIKS AND CURB-CUTS; PROVIDING FOR VARIANCES; REQUIRING RESTORATION AND MAINTENANCE OF EXCAVATIONS IN STREETS AND ALLEYS; PRESCRIBING PENAITIFS FOR VI0IATION; FIXING ?PPECTIVE DATE AND DF.CIARING AN EMERGENCY. (a) Continslad from January 7, 1974 C'uncil meeting. 25. ORDINANCE No. 74- AN ORDINANCE AMENDING TITLE 16 OF THE TIGARD MUNICIPAL CODE RELATING TO DIRECTIONAL SIGNS, (a) Recemmendati,n _t city Administrator 26. OTHER BUSINESS 27. CALL TO AUDIENCE FOR THOSE DESIRING TO SPEAK 28. ADJOURNMENT CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W DEPT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE: DATE :_ 1 _T ►'R O G R S S TO O E : -_ i_s _ L - =Lr _ 2&I5 Ed /cam- r6; _ f^ic-,% ___ Cie . _ g- Stglile SPECIAL PROBLEMS: J D -6pc"[Lypu(s 1.2 1--I ng, 2�'f ,i� _ b - NW�wf- �[Lla 1.'E a ,�--SL r < o PL 0- tat- :5 usr"la. ._�..k-- _._ E•tom EST. % PROJECT/ ITEM COMPLETION:_ S_T`Sr ! 'AK). :444%6.9-- - — --- ----— INSPECTOA _ CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. Pt.`�OJECT INSPECTION SUMMARY JOB NO. PROJECT DAT E: 3 1' PROGRESS T GATE : �.�f�P��ox . do06 mi v w ,�,..��i.�.��E.c.2._f��t_• '-��..�1t'• S iyE sE�C'�'�� .C.ftrrti�� SPECIAL PROBLEMS: __ EST. % PROJECT/ ITEM COMPLETION: IN SPECTOR_ �! �� f•j/�t' /.�� yl��?uc��) .SFS_ -� �, � fi f x l -w-mllm-ffAL CITY OF TIGARD, ORE . ENGINEERING DIVISION , PW. DEPT. PROJECT I NS PEC'nON SUMMARY JOB NO. _ PROJECT TITLE: 'E's?Z11,.11_t711 DATE: PR GRESS TO DATE : �•'' �.��r-�-__��= 5T.e,..l��s� -ice ,� SPECIAL PROBLEMS: EST. % PROJECT/ ITEM COMPLETION:-627p SAZ�1.•, � IN SPECTOR�/ `� CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W.) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly mark Pd APPROVED PLANS, plan revisions, change order4, specifications, etc. : I. SANITARY SEWER: (A) Commenced instal' +-inn. . . .. ....... ..... ...... ® 10/ 2(/ 73 (B) Completed installation. . . ..... ..... ........ I. ® P./ 23/ 73 IIIOnly) 1) As-built field notes filed........... p a) Cn! y -nnt to engineer. . . . .. .... (3 1 ! 1) As-built field notes received... .... . "' 77 '7— a) Filed in project folder. . ... . . . p (C) In4pected and Tested...... . 1) Teat nomonographs filed. . . . . ......... (D) Tentatively accepted by City. . .. .. ...... ..... p II. STORM SEWER: (A) Commenced in©tallation... . . . . .. . . . . . ...... . .. (B) Completed installation. . . . . . .. . . i , ! 1) As-built field notes filed......... .. p (C) Inspected. ..... . . . . . . I . . .. ...... . . . . .... . . . .. ❑ (D) Tentativosly accented by City... . . . . . . ..... . . . ❑ III. CURB: (A) Co,amenced installmtien... . . . . . . . .. . . . . . . . . . . . 12 1) Bench W rks slit. . . ❑ 2) Bonch Mark Locations filed. . . .. .. .. . . p (B) '.omolPted inetallation.............. . ........ . ® 12 21 '73 (iII only) (C) Inspectdd.. . . . .. . . . . . .. ... .. .......... . . .. . . . ❑ , (D) Tentatively . certed by City...... .... ..... . . ❑ IV. STREETS (A) Commenced Gradir7.. ,. . ... . . .. 113 10 S '7-4 1) Sub-gradp inmrectpd.. .. . . . . .. . . ..... ❑ / e) TPat data filed. . . .... . . . ❑ b) Tentatively accepted by City. [] ' (B) Commenced rocking..... ..... ....... . ... .. . 13 In ',!7 1) Sub-base inspected.. ... . . . . . . . . . . . . .. 0 a) Test data filed. . .. . . . . .. . . p b) Tentatively accepted by City. CJ ' (C) Commenced Paving. . .. . ..... . ..... .. .... .,. — LA i ! 1) Paving inspected. ..... .. .. .. ...... . . . / a) Test data filed. . ........ . . . . n b) Tentatively accepted by City. ❑ (D) Street tentatively acrppted by City.......... p V. PARKING LOT: (A) Commenced grading.... . .... . ........... ...... . ❑ ! ' 1) Sub-gradp inspected., p a) Test data filed.. . p b) Tentatively accepted by City. ❑ (B) Commenced Rocking..... ... .. .. .............. .. (3 1) sub-base inspected... . , t] A) Test date filed... ...... . . ... p b) Tentatively accepted by City. p ' ' .. y+ J � g Date& October 19e 1973 _. 9ubjectl Construction cost estiaatet 81amerfield, Phaae II This estimate is for the development of all facilities in Summerfield phase IXC Lots 141 through 300. The estimate 1a based on construction of the facill.tiOn 80 "hown on the construction plans. All unit costs are based on 1973 prices and coedit Lone for the type and quantities of work involvod. These coats do not include intorest daring constructiono permit feeao abseenmontsp taxee or lend costa. SIR= Unit Unit I-tea .�290crint1,21119Qanurn T''ric r + 1, Excavation to sub-grade cy 0.70 tM92.00 2 81ts grading Gum c 31 I 3 o800.DO ;y! l6" standard curbs 1.1,0�'�r� if 1.45 1�'�� 3.2.5 4 0 6"•1 "(-) baso cock h y�'10 �'y 4.20 20, 4.00 • gra 1 c 4.30 3040-00 g• 1"»3 101(+) le?eling course cock c Y r ► 6. 3" type "C" asp"a1-tic conwreke 3t53( ton 12150 TOTAL . . . . . . . . . . . . . . . . . . . . . . . . • 93 9427.75 912U Dh 1. 4.8" corr. alum. pipe 12 ga. in place 1.95 if 14..50 2,827.50 ,�. 18" corr, alum, ps 1( pe. in place 205 if ►f.90 1x004.50 3. 15" oorr, alum. 1!, aa. in place 310 if 4.75 1,472.54 4, 12" oorr. alum. !Ipe pe 16 go. in place 1p124 1f 4.�0 5,05 too ,00 5. 10" corr, alum. pipe V ga. in place 1021 ee 149.00 80 if 4 10 3,045,0 6. curb inlet4 7, concrete ators manhole intersection of 1 ea 425.00 429.00 SW Greenway A highland Dr. 8. Alum, manhole on 48" line extension on ,1 ea 350.00 350.00 east property line 9, Reducer from 48" to 4Z" corr. 811JLM 1 ea 80.00 80.00 pipe 16 ga. 10, pom action of existing sail in trench Eo �4% rotative density 2120� 1! 3.It 20 a0640,00 50 11, $" .B French drain in VI OreenswN 12. Shape nwale along north line of Phage II adjacent to 1100dviow subdivision 1*33.A 1f 0.73 999•?!� 11�'1�.�SI ^nS7 E `3T, - j L C-- l SUP"W/Cr'flC1d� 1 Cnnstruction Cost Estimate, Summeri'ield Phaoe TT Page 2 13. French drain 811 corr. alum. along north liac Pl: ase II 31 deep continuous 1,373 If 3..37 4,318.90 14. TnIots in ower+ north line Pb ase II 4 Ha 75.00 300.0 15. Alternate ror't back rill 0 TOTAL 1 through 14 TOTAL w/15 alternate . 721,929.x"l 32,929,06 , 1. 1.0" C-14 C.P. Corapteto in pl.ece 2,270 if 4.9411,123.00 A. 811 C-14 C.P. ecmPl©te in p lace 3,203 if 4.30 107 72.90 3. 6" C-14 C.P. co��ploto in place 4,41+", If 4,10 11091-00 4. 10"X"1" tone+ complete in place 65 -18 16.50 1,072.50 5. 98"x0l' toon complete in place 66 ba 15.00 990600 6. P"ipozono material cl.9.A. std. , 383 if 0.75 7041845 4811 dire. manholes vv,/maps Complete 25 a& 425.00 10,66e25.00 Laakfill. & compaction of w4deting npoil mgtrrtal to 90;1 rn1At4.ue density 9,883 if 1.10 10,8 -30 8A Alternate roe:t bac%fill 9,130 cy 4.30 TOTAL 1 tl rour,hS 73,^4",'.95 TO'T'AL w/i3A alternate . 1004,161.65 104 81.61.65 ",7,M 1,23 1. 811 cast iron Tire cl. 150 1j250 if 1 .?5 �X937. k. 611 cant iron pipe c1. 150 2,900 if 3.90 11,310.00 j. 111 cast iron pipe al, 150 1:550 if 3.20 4,960.00 4. $"x611 tee M. T. 2 ea '3.00 146.00 5 811x!,11 tee r1.J.xF'i.. 3 ea 5.00 225.00 6� 8 90 1 ea 13.00 .00 . 1+ � 1�en1 M. T. } !} �. 6"X61, toe r%J. 1 oe r3,00 f. .00 . 6"XIII► the rt,J. nn GIou 183.00 9. 8"2411 toe M-J. '1I en 71.Oc; 284.00 U * 411 900 bend M.J. 1 ora 27.00 27.00 11. 121,x6,, too h.IJ. 2 es 120.00 240.00 12. 1.211x8" teen M.J. 1 of 135.00 L.) X1 13. IR" sloova M-J. 3 es 30.00 90.00 14. 6"XG" too M.J.x1rL,. E. ort 63.00 0000 15. 611 rate valises 1I.J. 9 f'r1120.00 10 .00 1F'i. 611 gate vnlve FUIM. 9 es 115.00 10035.07 1 811 rate valuve M.J. 1I on 160.00 640.00 1 h" gate valres M.J. 7 ea 35.00 595.00 Construction rogt %atir;ato, 3u=erfiold Phase YI 1C . Compaction of exlnt;ing soil in trench to 901,4 rolati ve doe.sity 5,700 1f 0.75 4 275,00 20. �1" plugs topt: 21, I.P,T. 1 em 16.00 16.00 - 21, til► plu�:.a taps 2'1 I,P,T, 1 as 14.00 14,00 Us 4" Plugs tept ?" T.F.T. 1) nA (),C'p, 61.00 23. 2" blow off aeeembly complete 9 04 830600 765.00 24. 3/4" water services 1i0 ea 10.00 24,0OO.OQ 25. A.1.ternste rnc:k backfill 1000 cy 3,50 .. ,:amu TOTAL 1 throuCh 24 56,522.50 TOTAL I thr. o►ir* , 2r . f 2,472.50 1.1 Mo4ified strfiet lighto intersections only 12 on 830.00 9,960,00 S. Concroto taidowolkn 50 wido OgVO of 0.50 , +Q lti►TAIL , • A 0"5.00 r Al's, OFA Streoto a 0 • • . 6 98,427.75 Storm drainage item 1 thru 14 , , 26:314,65 Sanitary sewer item 1 thru 8 73947.95 Water lino item 1 thru 211 . )6:522.50 Strobt lief►V's • 909(10.00 Sidewalks Q4956M Sub-Total _ 5.rnr.K (' � t^►-'1 •,r...err -s erne{P Cr,rr �—. .', 71,94"',41 El.7 I o ff _I`p_. ..._. C. , p�.r. k 1 !'l �c+- S _. I SyOjB.j+ i CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITHE' l/rri9l�rC'G�fLf�_ _1�/ SE --- - DATE: Za-1 1=42 -a-.21 -'Z-3 PROGRESS a .2/ ' 7- PROGRESS TO DATE : O"Ga �P. s4w-4F1911�I+--, _/YIRi.U.c iy SsJ _ — Al 2-5 SPECIAL PROBLEMS: &AJfV !-L_tt461,�k. — ES f. % PROJECT/ ITEM COMPLETION' , —' -Sic 1�? Z?L) ' w INSPECTOiR �� — CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. - -- PROJECT TITLE: DATE: PR Rf S TO DATE: Ar t -r"",0 ` Ole- SPECIAL PROBLEMS: -------- EST. % PROJECT/ ITEM COMPLETION'- w !_�___� INSPECTOR TKPeoe''l' —_.- r i Avoid Verbal Messages A-1 �A CITY OF' TIGARD To: Subject: SWeviAiGtDate:_ ( �JA r�TCT" r•r�' r 13 t to e e N 4 C7 ti HARRIS - McMUNAGLE A. )CIATES [L[ETN OF T MZZ11\�SA T LSU° L 8905 S.W. Commercial Street TIGARD, OREGON 97223 DATE !Z 7 � r --- ;Ob NO. (503) 639-3453 �1. N5 e -- — -- -- — - ne l _ GENTLEMEN: WE ARE SENDIWG YOU X Attached ❑ Under separate cover via _.the following items: c I Shop drawings ❑ Prints ❑ Plans LJ Samples LJ Specifications Copy cf letter f ' Change order ❑ __�____�--___. _ coP rs I DATE NO. DESCRIPTION TN,SE ARE TRANSMITTED as t tiecked below: For approval ❑ Approved as submitted Resubmit. .. _-copies for approval For your use ❑ Approved as need 1 Submit -copies for distribution As requested ❑ Returned for corrections rReturn-----corrected prints For review and comment Cl FOR BIDS DUC. _19 �— I_; PRIN S RETURNED AFTER LOAN TO US REMARKS --..._...L -- / Ae C .�ie._�.�r`y - V j"�-✓��. s�..M.�_.'�•�_�_rL'_.._�.s�i--� G�� •�,r'—� L��t r I•C� t' e� _ SIGNED: ✓� It enclosures are not as noted. kindly notify us at unco. 1 CITY OF TIGARQ, ORE . ENGINES, ANG DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY JOB NO. --- -- _ PROJECT ►�R 0 G k E S S T 0 )ATF �1� -�' �a -�-` �-�'�' -�°�-If -''- SPECIAL PROBLEMS: _ --__ _ --- ----_ EST. % PRO JECT% TE COMP!ETION:-750�4 �-`'��'`_''`��.--`��•�' INSPEC TOR 04e P AMOK N� November 30, 1973 r , i Mr. M. J. Holbrook Oregon Real Estate Div. 158 Twelfth Street W.S. Salem, Oregon 97310 Res Su=erfield Subdivirxo. Dear Sir: On September 18, 1973 the preliminary plat of Summerfield, Phase ii was duly marc v%A by the Tigard Planning Ciwmission. within the Surnmerfield Phase II preliminany plat there will be three separate final plats. Sunwerfield three, four and five. At this time we are processing the Sumaerffield No. 1free plat for recording. We do not anticipate any problems in the final plat Mages of Summerfield Four and Five as long as it follows tl.e general plan layout of the preliminary plat.. The Public Worho engineering designo arfit completod and we are in the process of review prior to final t�pproval. The sanitary sewer plans - %ve been approved .nd construction is M--'.1 underway. Sin.'-�rely, ;Nick Hiebert Director of r-tblic Services i Facilities NH: fj cc: Tualatin Devnlopnent Corp. v7m. mrManagle sa CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W DEPT PROJECT INSPECTION SUMMARY JOB NO, PROJECT, TITLE: DATU- /-30- 73 PROGRESS TO DATE: Of /61 -- SPECIAL PROBLEMS: Vele ' 0- .-De It vs Afe rA- A-z vJ r-144W, EST 0/o PROJECT;' ITEM COMPLETION. IN SPEC TOR&4-"- I—(-- CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB N0. PROJECT.TITLE: DATE: ---�-— -- --- — - PROGRESS TO GATE : _� 1P[k��_ �NSTf�c�-✓�� '� ��ti�. SPECIAL PROBLEMS' - ----- EST 0/n PRC>JECT,' ITEM COMP'-ETION'-6!:1� 1.' IN SPEC TOR—�&,O*W' CITY OF TIGARD uRE � F hNGINEERING DIVISION PW J FPT PROACT INSPECTION REPORT . JOB NO --- PROJECT TI _ > > r� l rL.. E -- - - PROGRESS: _ f & 'C'' f) 1 'FQ'= L04 'v OTE S. - -- /!�ATNF N ' r .r..-.w....w��r..........sr.w�r-rrr -•r• s rw-..��vp CITY OF TI GARD, URE. ENGINEERING DIVISION, -" * 0FP` PROJECT INSPECTION REPORT JO9 NC. . - - PROJEG�r �_ — �fy►kr2,Flf-C--�a DATE: - PRO GR i.S J NOTES _ T WEATHER � __ CITY OF TIGA�iC !ARE ENGINEERING DIVISION ; W i)L"DT. PROACT INSPECTION REPORT JOB NO-_ PROJEC; TI DATE: PROGRFS: NOTE S:_._.___._ /EATHER • _ire, .w,.._•��-•a.wwar Mw��w�ll�!•r/�Il��w+w s,.rw.r.+.....r�w�.� rw�Mti. '�M rM.w . �►...r�MMi .rye... i.r+��r�w�w��.A.nl�r ya -,� � ... r.e��• .� CITY OF T! GARD, CARE. ENGINEERING DIVISI-DN, -: W 0E P' OROJECT INSPECTION REPORT J06 NC. _ PROJECT DATE PRS'GR JS oe-?"`LE Ul NOTES : ��... -r/Mty 1 •a..MMre�-t M CITY OF TIGARD, ORE . ENGINEERING DIVISION , 2 W, DEPT. PROJECT INSPECTION SUMMARY JOB N0. - - -- PROJECT TITLE: jy �L� fr6 DATE .11-�b Z3 PROGRESS TO DATE : � D $77tCt,f-0 SPECIAL PROBLEMS: EST. % PROJECT/ ITEM COMPLETION'-.t`` *I. -g*m GL'_ IN SP ECTOR � __ AscuVED Nov 15 1913 ITV nF TI(:ARn Application Information Name of App icant: TualaV n Development Co. Applicant's Address: 15300 SW 116th, Tigard The above named applicant has filed an application to construct a lit - space parking facility at Lot 1 and 2 Track Q SW Summerfield in Tigard The proposed parking facility is intended to provide parking for Summerfield Planned unit development recreational buildiM. Comments: I i z i85A i 1234 S.W. MORRISON STREET • PORTLMD, ORE. 97205 • Telephone (503) 229- 561 TOM MCCALL GOVERNOR Notice of Application to Construct '. DIARMUID F. O'SLANNLAIN A Parking Facility Director Those persons described on the attached sheets have applied to the Departr,ent of Environmental Quality for P permit to construct a parking facility in accordance with Orenon Admin ,trative Rules, Chapter 340, Ser.tions 20-050 through 20-070. The Department is providing this notice in order to encourage anyone desirinn to submit infor;lation concerning tris applicant(s) or the ac)pl icat ion(s) .;hich might aid or assist the Department in making an adequate revie�,i, b!ritten coTments must be submitted prior to:,D E C 131973 Please address your co,:,ments to: Department of Fnviron-rental rjnalittr I'arkirq Facilities and liici ;:.ays Pragram 123w S. t!. 'lorri son Street Portland, OR 97205 The full content of the application, which may include maps, plans, and other r,atecials, is available for public inspection at the main office or ti,,-2 Decarc^ient , 1231 S. !I. ,lorrison, Portland, 229-5267. Please write, phone -ir visit the vain office of the Department, if additional information is desired. Nevis Item ilnly pca t CITY OF TIGARD )RE ENGINEERING DIVI510N OW PEPT. PROA CT INSPECTION REPORT JOB NO PROJECT Ti � ml �� DATE: �1,� PROGRESS:_._ *o-7-1vtZx_�,•. IrATHEf-' T-S " �w�u. .M.•.+��r�,.... ._.+w�+ A711M+•N .•.. .r w�N.Mw.N\ CITY OF TI GARD, ORE. ENGINEERING DIVISION, -)* DEP- PROJECT INSPECTION REPORT J06 NC. — - t----- — --- -_ _. pp I DATE' PROGR':.SS �Nf7i�,l� �' PRO X- � � �cc � , zxw 'Ali ILL Nr)TES vVEATNFR L� _ �a....._ .., .. w .wa�.�r.r....�w,r-... m. . ,�►.�...iwa..r. .+ra........r..rs.-arm-.rs CITY OF TIGARD )RE ENGINEERING DIVISION OW OUPT. PRO9JECT INSPECTION REPORT JOB NO. --- _ - - - NROJEG DATE: I PROGRESS: ��!1�.D ��s�._ 'R !� '7'1•_ .�._ NOT E S. 'IEATHER CITY OF TI GARD, ORE. ENGINEERING DIVISION, PW DEP" PROJECT INSPr-CTION REPORT J08 NC. _ PROJECT—'r DA-rE �_L - ---- PRo)GR':.SS NOTES : WEATHER .,. YOM i� .��.�w•..ruaix CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY JOB N0. PROJECT TIT E:�]�LLLiyIL/ECS DATE: P R C')f2 ESST 4, , f)A E /.,vs ' / =__7 - 09 4j SPECIAL PROBLEMS: __ a EST °;, PROJECT,' I rEM COMPLETION', ' INSPECTOR_ Id� (5 03) 639-3101 TUALATIN DEVELOPMENT CO., INC. 1530 S. W. 116th Avenue TIGARD, OREGON 97223 November 6, 1973 FILE COPY Mr. Nick Hiebert W rPctor of Public Services & FacI_litiFs P.O. Box 23557 Tigard, Oregon 97223 Gear Mr. Hir�bert: This letter is to inform you that Tualatin Development Company, Inc. on any construction work in Summerfield will pay the necessary time and a half for the services cf an inspector on off duty hours. However, please contact our constriction department each time this occurs for a purchase order to cover the time. Yours truly, TUALATI UOPMENT ., INC. y Br n RB/ve roonetruction, Vicerresident I November 5, 1973 Harris-McMonagle 1►saociates Attna N. L. McMonagle 6905 S.w. Coarnerr_ial Streit Tigard. Oregon 97223 Res Suseierfield Phaso II Dear Bills On Oct...N+r 30, 1973. you requested permission to use native earth backfill in the sewer lime trenches in Sunmer.fiold phase II. The City Street S�.andsrda require the developer to place asptcalt pavement in two lifts, one two inch lift over a 90% relative de►s=tty subgrade and an additional one inch lift within ono year. The one inch overlay is to correct any deficiencies during the first year. Since you have indicated to me in your letter that you fully understand out requirements and that we have a performance bond to cover this project. I hesaby authorize you to use native backfill in the sewer trdnch excavation. Sincerely, Nick Hiebert Director of Public- Services i Facilities NHi"j AEL--AL-- CiTY OF TIGARD,, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPEO.-ATION SUMMARY JOB NO. Ole PROJECT TITLE: DAT E:,ZZ---2- Z3 PR0j;R4ES TO YTE ' SPECIAL PROBLEMS' EST % PROJECT,, ITEM COMPLETION:AaX-AW e -!;A.,fA6Z. IN31PECTORoO�,L—. FILE coP.: . (503) 639-3101 Y TUALATIN UEVELOPMENT CO., INC. 15300 S. W. 116th Avenue October 30, 1973 TIGARD, OREGON 9722)1E CEfVED UC 131 197j CITY OF TIGARD Mr. Nick Hiebert Director of Public Services and Facilities P.O. Box 23557 Tigard, Oregon 97223 Dear Mr. Hiebert: This letter is to inform you that Tualatin Development Company, Inc. will pay the necessary time and a half for the services of an Inspector to allow us to dig and lay sewer lines in Phase II Summerfield, Saturday, October 27, 1973• Yours truly, kTUALAT LOPMENT CO. , INC. Vice President, Construction r C'TY OF TIG ARG QRE ENGINEERING DIVISION 0W 0EPT. PROJECT INSPECTION REPORT JOB NO PROJECT TI DATE'. PROGRESS'- Vc, -14f,,--T-I_✓OY_7:PU '4EATHER - i t (`a-o — CITY OF TIGARD, ORE. ENGINEERING DIVISION, = * 0EP' PROJECT INSPECTION REPORT J06 NC, P R 0 J E G "- ---- ---- - — - NOTES : Lc,� i�6TTY �094 ' WEATHER - lael -- own wNF. t • r HARRIS-Al.CMONAGY,n ASSOCIATES Hf N41N ME"M-RURVRTORR 8906 N. V.COMMMRCIAL RTRRE)T TMA RD.OREC40N 97228 TimiornoivM (50a) 039-8468 October 30, 1973 City of Tigard Director of Public Services City ball Tigard, Oregon Re: Summerfield Phase II Dear Mr. Hiebert: We are hereby requesting* permission to use native earth backfill in the tranches of the Summerfield Phase II development . This existing; material will be � ompacted in the tranches to 901,0' relative density. The streets fill subsequently be paved with 3" of asphalt with 2" being; lai.d down the first year and the last 1" one year .later. Any r*efects that may occur between the paving operations will be maintained in a travelable condition. Since most settlement of the roadways would probably occur during; the first year of use due to the construction loadings from the home building activity, when the road is finally paved with the last 1" of asphalt the City will end up with a street surface devoid of settlement marks and patchwork. Very truly yours, W. L. McMonarie WL14/mc 4) i t CITY OF TIGARD ORE !` NGINEERING DIVISION PW ..) PT PROACT INSPECTION REPORT p JOB NO PROJECT TI /)? ��G.w---��y� _ or DATE' h_�� --_ — PROGRESS; _ JS_��L� 'VOTE S: — 4E ATH E K —...Now. CI'PY OF TIGARD, ORE. LNGINEERING DIVISION, PW 0EP" PROJECT INSPECTION REPORT J O R. NC,♦,� _ PROJECT DATE .. PROGj�R .SS 5-rT �2E0•_. /NS rr4U. h%..- SElDS•_.LZ�/t�E r t- ...5.21 - eli =�� —..- ---- ------------- $� I Ts__ " � a _-fi r- iW mw. NOTr WEATHER sr a CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. PROJECT TITLE:_ /►9/YfL_2�/EGO i�/`f/ �_T DATE; L4::: PROGRESS TO DATE : I?f��,E--� /NST7�l,/_�t7 fO /d-2� -73 qtr �1Z-ADA y /42- 7- 7.f. Vn 4 77 . . ol07 U T_ G T/mI✓S / EST. % PROJECT/ ITEM COMPLETION: __'$ sIfAi, SF•u�E/L. IN SPECTORAV(- CITY OF TIGARD, URE F, ENGINEEPING DIVISION PW DEPT PROJECT INSPECTION REPORT JUB NO.-- PROJECT T1 D AT E:/17-,W--79 PROGRESS: NOTE 4FATHER: CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW DEPT PROJECT INSPECTION REPORT JOB NO. PROJEC,T 4� wxe-- DATE: P R 0 0 R'9-;,.9S /Jo/o 4f-a NOTEr, P. Wr-ATHFR _j-0---fv4 INSP.' OR CITY OF TIGARD, URE ENGINEERING DIVISION PW KEPT. PROJECT INSPECTION REPORT' JOB N0. . PROJEC TI f1'W!e,s PROGRESS:_� o fkr��%r`�_ 'VOTE S:— __ --- - --- --- -- _ _ -- - - .. t WEATHER; .II��♦ 4 ��w M.4 CITY OF TI GARDE ORE. ENGINEERING DIVISION, PW, DEPT PROJECT INSPECTION FEPORT JOB NO. _ PROJECf—T DATE, .__/ -= -_ .--- -----_- PROGRESS NOTES : 6 WEATHER tr � w � t � 1■1 � CITY OF TIGARD, ORE . ENGINEERING DIVISION , PW, DEPT. PROJECT INSPECTION SUMMARY JOB NO. _ PROJECT TITLE:- DATE'�D-I� PROGRESS TO DATE: kO Aenlhl SPECIAL PROBLEMS* EST. % PROJECT/ ITEM COMPLETION: . INSPECTOR �� s ne UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDIN",— ISO N. FIRST AVENUE KLLSBORO, OREGON 97123 BOARD OF DIRECTORS (503) 648-8621 ELDON ROUT, Chairman VIRGINIA DAGG Gen—[ Manage, WILLIAM MASTERS Room 302 ROD ROTH BURTON C. WILSON, 1R. October 1, , 1973 City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Gentlemen: RE: SUMMERFTELD - PRASE II Enclosed for your file is a set of the contruction plates on the above referenced project which has been approved by this Agency and the Department of Environ- mental Quality. Very truly yours, DANIEL 0. POTTER, General Manager Stuart L. Cato, P.E. Staff Sanitary Engineer SLC/kd ce tal Enc. r11 49 DECEIVED OCT 18 19/'J CITY OF TIGARt1 72-17 CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT PROJECT INSPECTION SUMMARY JOB NO. — ---- — — PROJECT TITLE:-.a1L?Lnf�F�2'�� P�FA•f� -�. _-.__ DATE:L©r�2 _- - -- --- — -- — -- PROGRESS TO !)ATE : SPECIAL PROBLEMS' EST. % PROJECT/ ITEM COMPLETION:_-LCj�'_�.°_ �t�8c +.2�/�,� VA) _`�TTIEEI3 Ll INSPECTOR CITY OF TIG,ARD, URE ENGINEERING DIVISION PW DEPT. PROJECT INSPECTION REPORT JOB NO. _ PROJECT TI DATE: _�G" /x-73 PROGRESS: ._ ONS NOTE S. CITY OF TI GARDE CARE. ENGINEERING DIVISION, PW, DEPT PROJECT INSPECTION REPORT J09 NC. PROJECT DATE: PROGRESS NOTES WEATHER ELIMM, CITY OF TIGARD, URE ENGINEERING DIVISION PW DE :'T: PROJECT INSPECTION REPORT JOB NO PROJECT TV DATF: / — PROGRESS' -- NOTE S'.— WEATHER: I N CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW DEP7 PROJECT INSPECTION REPORT J08 NC. PP.;)jE(,T rte,___%,-s-0- DATE PROGRESS NOTES : W EATHER oleo INSr" 0RXAcvzr97.-- CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. DEPT. PROJECT INSPECTION SUMMARY JOB NO. - PROJECT TITLE: /y1/y►�QG/�iLy� _ DATE: 53 P R O G RE,S S TO DATE : Qd.��_frLG SPECIAL PROBLEMS: — EST ROBLEMS: MEST. % PROJECT/ ITEM COMPLETION; �r �__� �__� Q�_.._62t�J INSPEC TOR . DATE REFERENCE pGjy1OUNT DISCOUNT PREVIOUS BALANCE BALANCE R E M A R K S �n CT AS 110,400 1,600.0 I,600.0 !i v� ' 'Qw. so -73 - I PLEASE DETACH -THIS REMITTANCE ADVICE TUALATIN DEVELOPMENT CO.. INC. THE ATTACHED CHECK BEFORE DEPOSITING CHECK 13300 S.W. 1 I STH AVENUE IS IN PAYMENT OF THE TIGARD, OREGON 97223 1 ITEMS LISTED ABOVE rSG ,ell hW IF 1 �� oe x'•, ,, • M v !O ,7-1j) it W tc! r s 7+c JAL— A PROVED 2 1971 TRACT 'r+'.1 td p'u sion5 in letter Of awn a Sto rt Oregon DEPAR N►ENT 0 ENVIRONMENTAL QUALITY ..APWV- doom• �i �� v *WOO ,*POW �� ALI SPACES MUS1 BE E.NUORSED lot PRIOR TO APPROVAL OE.��LANS i i'UFi DEPT. By RD..DATE • L4NNING n�L �" bATE—.- — --- .. 1 � r �ysN \ jfb1G6ING DEFT ©Ydj DATE —.._...___._ ni• ` r�"'� CWfNT" BY_ DATE- oil BY - DATE. -- �► AfiD WAIIJI 'r,._;T. BY_ DATE_. i tF.ERAL�7EL�PICONI' BY-.----_ DATE ----... ._ .------... A !r ru SA ' BY ------ -. ._ _.____. DATE_.-_------ N. W. NATURAL: GAS� DATE .------.--'. G. E. BY.. -_ .� _.. DATE——— DAT[ _. LDJ �i(;1 1973 � �� mom 1:1 r �. � �+ 1973 r 1 ; CITY OF TIGARD ►1KmHiNviGN LOUND Y 1 , a � 0 C T 1973 x a CITY OF TIGARD CIRCULATION COPY eel ee wwv- I CITY or If 1GARDo' 4)_ZrGON SUBDIVISION DEVELOPMENT PRS' ECT GENERAL i1qpUR61ATr0N SHEET 1. PROJECT No.s PROJECT NAME: SUMMERFIELD III -=6T.RTIELTY, -Pr1ad6-1fr DRAWTNG (TITLE) i St. Imp., & San. Sewer III. SUMMEIVIELD #3 dat'!C33-11., I IV. PLAT (TITLE) i Durham Road V. SITR LOCATIONS Vt. PRINCTPALSt (a Co-Venture) Tualatin Development Company (Franklin Service Co (1) DEVELOPER, Roy Brown) Acid res Phone Ben. Franklin Savings & Loan (2) DEVELOPERS SURETY -- Address- Phone Sn nd No. rxp. (3) ENGINEERS Harrio - McMonagle Assoc. —-•899`,'- -448r-- Address Tigard, OR 97223 Phone (4) INSPECTORS_ Leonard Cook Add rr,SM Phone No. __ (5) PRIME CON'f R ACTOR: Phnno (6) CONTRACTORS SURETY AGENCYt.__.__ Address Phone Bond Exp. Date! (-7) x G I '0� � aaptember 219 1973 GGA IA Tualatin Gjwjvlopmont Coop Inc. N 1 / �je 1:,307 . 116th Avanuu Iv l Gv 6) g / Tir;.rdg ireynn !7223 p u,itlom,r): le 'in "•cp!c:;!, r 1'' , 19739 the Plnrmi,:. pry v,.,d veriai-xi) ruquL:3t�.d ror y .,,-jr " --unr•,,r ' ic1 IV nrclirlin,.t�y {plat With the c x^epti�1n t.h►.it s`rcc;ta in__tT tQIJh� . t!QFt 1rua havF- : gAl J` Tualatin Jevelopment Co. ; Inc. September 21p 1973 Paye 1 If we can be of further assistance in this matter, please call our offices st .639-4171. "i�cerclY, Jinelou r_. ',iruoks 01nnning 'Director �-'�V/re cc: Harria-McManagla ,star_. � Q TIGARD PLANNING COMMISSION Stiff Report Subdivisions - Variance September 18, 1973 6. 1 Summerfield Phase II (Tualatin Development Corp. ) Location: Approximately 1000 feet north of S.W. Durham Road, between S.W. 100th and S.W. 109th Avenues Staff Findinas 1. The applicant (T.O.C. ) regL,oats variances from the standa,.'a setforth in the subdivision ordinance These variances are related to Chapter 17. 28, (Streets) , Tigard Municipal Code, and are described as follows. Section 17. 28,0 40 Minimum ri ht-of-wa � and widths for ' road surfacing r 1. Right-of-way widths ° Single family areas-no variance- 11^ � J9 '"^� ° Townhouse area -varianr_• from a required SO feet to 40 feet ,.c., ,fc 2. Street paving widths Re .�Ir�c� ITE M I ° Single family area-variance from a required /vOT 34 feet to 32 feet Townhouse areas-variance from a required 34 feet to 24 feet. 3. Cul-de-sac right-of-way widths ° S.W., Greenleaf Ct.-variance from a required 50 f et to 34 feet. ° S.W. roenlsof Terrace-variance from a required SO feet, to 24 feet ° S.W. Hi land Drive-variance from a required 50 feet to foot 4. Cul-de-sac paJ ng widths ° Single family area; stub streets, variance from a required 34 of to 16 feet ° Single family ar a; eget end Highland Drive- variance from a r wired 34 feet to 31 feet. ° Townhouse area; S. ,, Grsonleof Terrace-variance from a requisd 34feek.` to 16 feet. ° Townhouse arew; S.W. GT'wpnleaf Ct.-variance from a required 34 fa'et fbL 26 feet. �e Section 17.28.060 Ali nment 1. Intersection offset • ween stub street on S.W. Highland Drive and S.W. Greenway-variance from a required 100 foot offset to a 77 foot offset. Section 17.28.080 Intersection Angles 1. Minimum intersection radius at the intersection of S.W. Greenaway and S.W. Greenleaf Ct.--variance from a required 20 foot radius to a 10 foot radius. Section 17.28.130 Grades and Curves 1 . S.W. Highland Drive; cwve adjicent proposed lot 226-variance from a required 100 foot centerline radius to an 85 foot radius 2: S.W. Highland Drive; curve adjacent propoaed lots 293-variance from a required i00 foot radius to a 'I foot radius. 2. The applicant has submitted a petition for variance in the form of a letter. This letter is dated anO was received September 13, 1973. A revised preliminary plat was submitted with the letter. 3. The request for a variance from right-of-Way and paving width standards in the townhouse area is not jistified. The applicant proposes a 40 foot right-of-way width, where 50 feet is required and 24 fe-t of paving, where 34 feet is required. Considering the higher density of buildings, traffic and population it is reasonable to expect streets to at least most standards for the lower density single nwily areas. In the townhouse area 59 dwelling unite are located along approximately 1130 feet of frontage, while in the single family area 32 units are located along approximately 1180 feet of frontage. The density in the townhouse area is approximately twice that of the single family area, (113 people vs. Ell people at 1.92 people per dwelling � unit) and generates twice the traffic on streets that are • lesser standard than the lower density single family area. Higher density development creates higher life loss potentials during emergencies, thus every possible means should be taken to maximize public safety in higher density areas of the Summerfield Development. Wider streets provide better acceso and maneuvaling for emergency vehicles, better fire break areae in case of faire and increased traffic and pedestrian safety. Page 2 - Subdivisions - Summerfield - 9-18-73 4. According to Chapter 17.48.020, Tigard Munitipal Code, the planning commission, "in ardor for the property referred to in thg petition to come within the provisions of this chapter. . .shall. . .find the following facts with respect thereto: (1) That there are special circumstances or conditions affecting the property; (2.) That the variance is necessary for the preservation and enjoyment of a substantial property right of the patitioner and extraordinary hardships would result from strict compliance with these regulations because of the special circumstances or conditions affecting the property; (3) That the granting of the variance will not be detrimental to the public health, safety, or welfare or injurious to other property in the vicinity in which the prnoerty is situated. " 5. The applicatn has submitted a letter, referred to in finding two, as his justification that the findings required ' by Section 17.40.020, Tigard Municipsl Code, have been met. This letter has been attached to the staff report for your review. _ Staff Recommendation Approval of requested variances with the exception that no variance from the standards of the subdivision ordinance �je allowed for streets within the townhouse area. Page 3 - Subdivisions - Summerfield - 9-18-73 TIGARD PLANNING COMMISSION Staff Report Subdivisions - Preliminary Plat approval September 16. 1973 7.1 Summerfield Phase 11 (Tualatin Development Corp. ) Location-, Approximately 1000 feet north of S.W, Durham Road between S.W, 100th and 109th Avenue. Staff Findinos 1. The applicant submitted a revised preliminary plat and petit.on for variance on September 13, 1973, 2. The applicant's preliminary plat submao cion meets the submi,esion requirements set forth in Chapter 17.16 of the Tigard Municipal Code. 3. As the preliminary plat varies from the standards required by the City Subdivision Ordinance, approval of the preliminary plat Will directly relate to the approval of variances requireated by the applicant. 4„ The .staff has made a recommendation to the Planning Commission on those variances related to the subject "Summerfield-Phase TI" preliminary plat. 5� The subject prelimi.nary plat meets all standards of the subdivision ordinance, With the exception of those defined in defined in the variance procedure. 6. The Planning Commission, according to Section 17816,100 Tentative Approval . Tigard Municipal Com, may give !` tentative approv a of the preliminary plat as submitted or as It may be modified or, if disapproved, shall express its disapproval and its reasons therfor. Approval of the preliminary plat shall indicate the Planning Commission's approval of the final plat provided there is no change in the plan of subdivision as Ahaun an the preliminary plat and there is full compl lance With all requiremen` a of anis title. " The City Attorney has stated it is his opinion that the preliminary plat must be approved, as presented, or disapproved With stated reasons for such disapproval. Staff Recommendation The Planning Commission Inas two coursee of action and they are summarized as folluw9Z 1 If the staff recommwndation for the subject variance action i.s approved, the Planning Commission may elect to disapprove the Preliminary plat or take no action and request the applicant submit a modified preli.minar'y plat for later action„ The reason for this course of action i.s necessitated by the fact thai non-approval of any requested variance i:em has been reflected on the preliminary plat Will necessitate a change in the preliminary plat :, 2, If the Planning Commission elects to approve all requested variances, then the Commission may take action for approval Page 2 - Summerfield - Staff Report 9- 18-•73 5.2 Conditional Use Extension CU 12-72 (McClements) (Continued from September 4, 1973 hearing) A request by Tigard Gymnastic School , 9914 S.W. Tigard Street, to extend their existing conditional use permit for an additional four years. The existing permit expires September 19, 1973. The existing use is located in an M-4, Industrial Park zone. Staff Findings Testimony and Cross Examination Staff Recommendation Commission Discussion and Action 6. SUBDIVISIONS - Variance 6. 1 Summerfield Phase II (Tualatin Development Corp. ) LocatiLn : Approximately 1000 feet north of S.W. Durham Road between S.W. 100th and S.W. 109th Avenues Staff Findings TestimoAy Staff Recommendation Commission Discussion and Action 7. SUBDIVISIONS - Preliminary Plat Approval 7. 1 Summerfield Phase II (Tualatin Development Corp. ) Location: Approximately 1000 feet north of Durham Road between S.W. 100th and S.W. 109th Avenues Staff Findings Testimony Staff Recommendations Commission Discussion and Action B. SUBDIVISIONS - Minor Land Partitioning 8. 1 Eckmann Property Location: Behind Eckmann Construction located at 9035 S.W. Burnham Street (Tax Map 251 2, Tax Lot 1600) Staff Findings Testimony Staff Recommendation Commission Discussion and Action Page 2 - PC Agenda - September 18, 1973 2. Testimony ti. d c: os:s E:xamdnata�: A„ Proponents 1 � Mr. McClement,s repre.senu' pd himself and attempted to answer the "fasano" related questions ,supplied h.,m by staff*,, B„ Opponents 1 � No one appearod to scraak in oppcsltion to the request, 3. Staff Recommendation A, Based upon staff findings and submitted testimony the staff recommended extension of the conditional use permit for additional 2 years. 4. Commission Discussion and Action A. 8arkhurst moved that based upon staff findings the conditional use be extended for a two year period. At the and of this time the Planning Comm.lssion will again review the use to assure that it has remained compatible with surrounding developments. Nieoli seconded the motion and' it passed by unanimoua vote of the Commission present. frSUBDIVISIONS - Variance cee 51/ Provc'c �cr 4,0-s a 73'�) V7►liwr 6< 1 Summerfield phase lI lTuap ost,bn.7 rrDevelopmentfCro JC.,ompany� s Location: Approximately 1000 feet north of 5,W. Durham Road between '_S.W, 100th and S.W. 109th Ave, 1 . Staff Findings A„ the staff presented findings which included a list of those standards in the City 's subdlvision ordinance which the Applicant was requesting variance from. 8, Bell stated that he had been contacted previously in the day by legal counsel for the applicant. He supplied Mr. Nostal with information des:ribing the procedural history of the Summerfield prujoct. This included items such as staff reports* minutes, and memos from the City Administrator* City Attorney* and Planning Director. He pointed out that Mr. Nostal made no attempt to persuade him in any way and that it was his feeling that his objectivity in thio matter had not been compromised. He therefore would not refrain from voting but would invite anv comment from anyone on the Commission or any interested parties, Page 5 - PC Minutes - 9-18-73 2, testimony and Lrc,�is Ixamin�,teun A, Proponents a., trim Notal spoke For the applac:ant., beginning with a statement of the extreme need by the Tualatin I nevelopment Company For an immediate decicion on their request. Thr. Nostal >ppke to several items as summarized blow 1, The preliminary plat submitted tonight includes several changes suggested by the 4taff frac the plat Which was approved on August 21, 1973 and which aois so.bmenol-nt,ly c sapproved on Septamber 4th, Tnube c , teas include the extension of the previous dead end street in the northern plrtion of the plat and greater pavement widths, 2. He took issue with the City Attorney's inter- pretation of the subdivision ordinance stating that in his opinion a large .scale development such as 5ummerfield is not required to seek variances for departures from the ordinance tequirements. 3. That the Planned Development zone Le intended to encourge creation of .innovative techiques of land development resulting in a superior Living environment and greater economies of development. T.D.C. !a attempt.i,ng to utilize this intention fo the P-D zone in their development and has been developing the project as approved by the City of Tigard with the P-D zone change, He pointed out that the approval given at the time of the zone change ir.ic:luded a map, to ,kale, showing street widths in the Nrious portions of the project. He c.C!"'Cluo that approval of the street width gat the a the tone uas changed should imply subsequc, -. approval as each phase of development is submitted. 4. That the planning had no legal reason for its action of September 4th reversing its approval Of the Sumeneirf field Phase 11 preliminary plat of AuqusL 21st. That the 40 rlav period given the Planning Commission for consideration of a preliminary plat has Passed an an extreme hardship has been placed upon the applicant by the con,:aluerable deliberations, Page 6 - PC. Minutes - 918-73 .i 6. That the golf course has been installed according to the approval given with the P-D zone and to make major alterations now would require rhnnning its 71yout. B� George Marshall of T.D.C. spoke, stating that he and his company do not understand the criticism now being directe(I to Phase ll of the project. rThey have come up to all of the requirements of the original P-D zone and 12ave made improvements according to staff suggestions. He said "We have gone the extra mile and do not understand the present problems". 2. Opponents A. There was no one present in oppositt.on to the request. 3. Staff Recommendation A, Fred Anderson spoke to the legal Points raised by Mr. Nostal which summarily stated that he did not concur with his interpretattons of the Municipal Code and that he still finds 1 , necessary for the applicant to receive a variance for the departures from the ordinance requirements included in the submitted preliminary plat. B. "Ir. Anderson Pointed out that '.he length of time which has been involved in ccaaidering this proposal has in part been the fault of the applicant. That. what has been described is a somewhat hasty decision by the planning Commiseian on August 21st was at the in.eistenre and pressure of 111r, Georgia Marshall of T.D.C, Due to the illegalities resulting from this decision} the Planning Commission found it necessary to reverse its position an Sept. 4th. C. In response to Mr. Nostal"s statement that narrow streets should be permitted to achieve the economies spoken to in the P-D zone. Mr. Anderson stated that these economies should not be made at the expense of the public safety and Welfare. D. Chairman Whittaker requested that the Planning Commission direct their attention to the items at hand and that any further debate an the merits of previous action be curtailed. Page 7 - PC Minutes - 9-18-73 E. Mr, Brooks recommended approval of the variance with the exception that no variance from the stand- ards of the subdivi.si.on ordinance be allowed for streets with in the townhouse area. 1 4. Commission Oiscussion and Action As Lewis moved that all the requested variances in the submitted preliminary plat Lie approved,. B, Barkhurst seconded. C. Mr , Anderson stated that the ?i�Pdi.nrys providing the bases for this motion must be stated, D, Garkhurst said that the findings should include George Marshall ' s letter submitted with the variance .application and testimony offered for the applicant tonight ., E. Whittaker stated that due to testimony given by the Fire Marshal., on September 4, 19730 he is concerned that approval of the variances could be adverse to the public safety. F . Lull :stated his agreement with Whittaker ' s statement and added that the suggestion that parking be permitted only on one si.de of the street is to hope For a soluLion which probably will not come. However , based upon the testimony which has been given the staff recommendation he will vote according to the staff recommendation. G. Lewis amended his motion to include the widening of Greenleaf Terrace by 4 feet of paved area and the radii of the two corners by 4 feet and to include a request to the City Council to restrict parking on one side of the street. H. Frazier commented that he was concerned about the public: safety and felt that we should listen to the experts, in this case the Fire Marshal . when it comes to the needs for fighting firej, I. Mr. Lewis' s motion was put to a vote which resulted in a tie and there by failed. Voting yes were Lewis. Barkhurst, Hartman, Nicoli, Voting no were Halt , Whittaker, Saket,a, and Mickelson. Page 8 - PC MinuteQ - 9-18--73 3, Ball moved to approve the variance as recommended by staff and provided that the conditions are met under the variance section of the subdivision ordinance. Hartman seconded. K. This motion failed by a 7 to 7 vote, Ball and Hartman vo L. Mr."Lewis moved to approve the variance with the exception of 34 foot pavement widths in the 3 townhouse areas specified by the staff. Nicoli seconded. M. This motion passed by ,a majority with ?c*khurst, Whittaker, and Mickelson voting no; Bell. Hartman„ wis Frazier, and Nicoli voting yes; and Sakate abstaining, act a rvt 7, SUBDIVISIONS - Preliminary Plat Approval 7,1 Summerfiedl Phase II (Tualatin Deve.topment Company) Location: Approximately 1000 feet r ort.h of nurham Road between S.0 , 100th and S.W. 109th Ave; . 1, Staff Findings A. Mr. Brooks presented the staff findings. 2. Commission Discussion and action A. Lewis moved to , spprove the preliminary plat and to give the planning Director authority to see that the preliminary plat, is resubmitted to reflect the caianggs required by the previous variance approval. Barkhurst seconded and the motion was approved by a unanimous vote. 8, SUBDIVISIONS - Minor an at 8. 1 Eckmann Ccnatruction Prol)erty Location: Behind Eckmann Construction located at 9035 S.W. Burnham Street ( Tax. Map 251 2, lax Lot 1600) 1, Staff Findings A. Mr. Brooks presented the staff findings 2. Staff Recommendation A. The staff recommended approval of the request based upon two conditions 3. Commission Discussion and Action A. Ball moved to approve the request based upon staff findings and including the stuff recommendations that: Page 9 - PC Minutes - 9- 18-73 10.3 Summerfiel`ds Information relating to the approval of minor changes in a portion of the final. Development Plan and Program by the Planning Director. 1, Staff Findings A. Mr. Brooks explained this item stating that the Tualatin Development Co, has requested a change it, standards for S.W. Summerfield Dr. relating to right-of-way, sidewalk and bike way widths. 2. Commission Discussion and Action A. Whittaker stated that he would like a ,point session arranged between the Planning Commission And City Council and Tualatin Development Co. to discuss the continued development of the Summerfield project, B. Bell stated that he felt this matter was within the 1,ft purview of the planning Director. 10.4 Summerfield: Changes in the Site Development Elan for the Recreation building 1. StafF Findings A. Mrs Brooks stated that the changes suggested are within his powers of approval as delineated in the planned Development Zona but he was bringing these changes to the planning Commission's attention for any response they might ha,, 2. Comni.ssion Discussion and Action A. 'Che Planning Commissioners concurred with Mr . Brooks decision on this matter and said that they had no objections. 11 . NON AGENDA ITEMS 1. Lewis moved that the Planning staff be instructed to revise the Subdivision Ordinance to conform to the intent of the P-D zone in the zoning ordinance 2. Ball seconded the motion and th,, vote was unanimous 3. Staff requested that the Planning Commission instruct them as to whether fees should be charged for a temporary use application. Page 13 - PC Minutes - 9-19-73 .o (503) 639-3101 TUALA,r[N I)1--,\ 1OPN4,:NT CO., INC. 15300 S. W. 116th Avenue TI(;ARn. OREGON 97223 September 13, 1973 City of Tif7ard Ti)lard PlanninRT_ Commission Tigard, Oregon 9722.3 Pe: Summerfield Subdivision Variance Application '3entlemen: In reference to the Planning; Committee meetin? held on September 4 , 1973, the Planning Committee reversed their previous preliminary Plat approval for Summerfield Phase II , a Planned Development . r"he reversal of the approval was based on the City Attorney's legal interpretation of the Subdivision Ordinance relating, to street widths that were proposed to be less than the Subdivision Ordinance standard. It was the opinion of the City Attorney that to propose streets of widths other than those stated in the Ordinance that a variP ce must be applied for under Chapter 1';'.lyty , Paragraph 17.L .020. The follo•rtn7v is in answer to those questions posed in pararraph 17.46' .020. 1.) 'Ile special circumstances that exist are that the land known as Summerfield was chanrced in zoning? from R-7 to P—D ba3ed on the overall concept for development as rrrviewerl an� adopted by the City Council on February :2 1973 by Ordinance 'io . 73-5 and that to comply with th:.s , approved concept variances from the subdivision ordinance are required . 2) The zone change application .followed the proper le4al channels as set forth in the Washington County and City of Tigard zontnr, ordinance and was reviewed in detail at each stage: of approval , based on the overall cc .cept development plan. To be able to implement the plan as approved in concept it is necessary to vary the street standards in accordance with the general provisions approved in tiie vaster plan. To not allow the variances from the subdivision ordinance wculd impose an extraordinary hardship MMMIKKK City of Tigard Page 2 on the owner in that the development could not be constructed as proposa� , and would not tie in with the existing Freenwa,y, golf rourse, recreation facilities an(. stnets which were constructed in good faith and in conformance with the duly adopted overall. plan for development. 3) The Public Heath, Safety, and Welfare will not be adversely affected by any of the mo(:- lications to the suhdivisi.or, ordinance as proposed in he preliminary plat ,)f Summerfied Phase II ; to the contrary , the mode of living develupment concept for the age group of people and their traffic patterns as observed in the development of King City has proven that there is substantially less usp of the streets and less vehicles owned per residence tha- in the usual family )riented subdivision, therefore, there is less need for standard width streets . ": le(- adjacent property will not be injured in any •Nay because of this variance. Those streets that connect to solacent property are of sufficient width to handle the ambient traffic loads and channel them throligh the development . We feel that the above thrr.-. answers comply with the questions posed in the subdivision ordinance caravraph, 17.48 .020. The items that Fre are requestin,: a variance from the subdivision ordinance are as listed helnw an -' shown on the preliminary plat of Summer flPl.d : :lase II. 1) Rir*,Irt of way wi,Ahs a) sinal- °a.mily ar-a, no variance b) town!,.oii:�F area, variance rnm 4( ' to H - ' r•oquested Stres?t tt;, a) sin-:rie famil ;, art-a, vAr, a,ic(, !'rc�m 'iii ' to 32' b) tcur:housc• area, arias, , f. ,m 341 Z'. 1 3) Cul- lp-sac radiiia curb line a) sin ;le family area stub streets, variance from At, ' to 16� b) sin.Ie Family ar( a Fast end Hirhiand Drive, variance from c) tow—.( area variance from 34' to 1 ' on Greenleaf I Terra :e and 201 on 3reenleaf Court I; ) Angle at intersection a) townhouse area intersortion of Greenleaf 'Terrace and Creenleaf Court Separation oiintersections a) intersection of SW Ii hland Drive and SW Greensway relation to stub street to the Ears of said intersection , variance requested from 100' to 770 � w City of Tigard Page 3 6) Center line radius a) SW Hirhland Drive variance from 100' to 85' and 77' at lots 226 and 293. 7) Cul—de—sac radius property line a) SW Greenleaf Court , variance from 50' to 34' b) SW Greenleaf Terrace, variance from 50' to 24' C) SW Highland Drive, variance from 50' to 40' Your consideration of these items will be greatly appreciated. Yo,irs very truly, 7JALATIN DEVELOPMENT GO. , IPIC. Geor a J. liar:,hall, Vice—President I TM/mc staff Findings A. The staff presented the following findings: 1. Staff finds the applicant has�quiremernts r landscape and site plans suffmeet the intent of submlasion set forth in Chapter 10.5 f the Tigard \ Municipal Code. 2. St f finds thelicant's submitted landscape! and s' a plana- meet the requirements and standar forth in Titles 17 and 18 of I the Ti unicipal Code. Staff Rec endation A. The staff recommended approval of the applicant's landscape and site plan as Nceived by the City dated August 16, 1973. commission Discussion and Action A. Ball moved to table the application un`tul the next regularly scheduled meeting because -of the revised site plan received at the meeting. Mr. Hartman seconded and the motion passed by a unanimous vote of the Planning commission. 7. MISCELLANLOUS 7.1 Memorandumln.ting_.tha. s.taff's.pna.�tian regai-ding the Planning Commission's action on the "Summerfield" p$ffI-IM -MFfy'p•Iat at the Augur 21, 1 7 Planning rrmw ss on RiafinG. A. Chairman Whittaker high-lighted the memo from the staff. B. Chairmen Whittaker stated that the subject of consideration Was whether the Planning Commission should reconsider its artion on the preliminary plat for Summerfield, Phase II. L . The staff recommended resubmittal of the preliminary plat because of the possibility that the Planning Commission has acted outside their realm of legal jurisdiction. Page 4 - PC Minutes - Sept. 4, 1973 e F Planning Commission Discussion and Action A. Discussion centered on; the legality of the Planning Commission's decision of August 21, 19'73; what the applico. t would have to do in order to comply with the subdivision ordinances; the interpretation of said ordinance. B. Mr. Barkhurst explained his motion on August 219 1973 to approve the preliminary plat, saying that the staff had st.ted that all the submission requirements had been met and the plat was ready for review. C. Mr. Ball stst9d he read the ordinance and could not interpret in favor of the applicant. That a variance of the subdivision ordinance would be required. Mr. Ball also stated that at the August 7, 1^'t3 hearing the applicant was informeJ of the variance requirement by the City Attornei. D. Mr. Marshal stated that the Planning Commissiin instructed him on August ', 1973 to bring in a preliminary plat for the August 21, 1973 meeting and that they did not me;ition a variance. C. The Chairman stated that the Planning Conmission instructed the staff to process the preliminary plat for the August 21, 1973 meeting with the intention that the staff prepare a ll:it of what the applican� had to do. F. Barkhurst moved that the final plat of Phase II of Summerfield not be approved until such time as the variance process is submitted and approved by the Planning Iommission. Said approval to receive high priority by staff to make the first meeting following the submission. Lewis seconded. G. George Marshal asked if private roads could be provided in the project rather than dedicated streets. H. Fred Anderson stated concern about street stendards in relation to public sifety and that private ownership is out of thi context of either the zoning or aubdi,jininn ordinances. �'ege 5 - PC Minutes - Sept. ,, 1973 f I. Hartman moved to amend Mr. Barkhurst's motion--that submission should be one Week before the next public meeting. Fraizer seconded. The motion died by a tie vote ( licoli yes, Fraizer yes, Ball yes, Hartman yes; Whittaker no, Mickelson no, Barkhurst no, Lewis no and Sakate abstained) J. Toe Greulich, Fire Marshal for Tualatin vire District presented a tape of fire trucks maneuvering on a 24 foot street. Mr. Greulich stated that the fire district agreed with the City's 34 foot street requirement because it provided adequate access and fire break. K. The City Attorney stated that it was his recommendation that the Planninq Commission withdraw approval of the preliminary plat. L. The motion made by Barkhurst was disapproved by a 6 to 3 vote. (Barkhurst, Lewis and Nicoli voting yes; Fraizer, Ball, Sakata, Whittaker, Hartman and Mickelson voting no) M. Mc. Ball moved to reconsider the preliminary plat. Hartman seconded and the motion passed by a 6 to 3 vote. (Barkhurst, Lewis, Nicoli voting no; Fraizer, Sakata, Ball, Whittaker, Hartman, Mickelson voting yes) The .taf' was instructed to submit findings and a recommendation conr.erning the preliminary plat at the next meeting. �t 2 Puget Die Cast and Tigard Water Di.stric . ••� Mr. Whittaker questioned whethci the ,W�e�nj ommission should also quat io s action on Pu Die Casting and ! gard Water District in that lackedyp er submittals. .f It was move r44sn and seconded by Fraizer to �hurst, applJ.:ation The motion died by a 5 ith Ball abstain dicoli, Sakata, / M.ckelson and Lewis vo Fraizer,, artman anu Whittaker yes) Page 6 - PC Minutes - Sept. 4, 1973 -76 MEMORANDUM TO: City of Tigard Planning Commission FROM: Wink Brooks, Planning Director SUBJECT: Staff opinion Planning Commission action on Summerfield Phase 11, preliminary plat DATE: August 31, 1973 Because of the situation that occurred regarding Summerfield'® preliminary plat approval at the August 7th hearing, I feel it necessary to explain my position on the matter. It is my opinion that the action taken by the planning commission on August 7th, regarding Summerfield Phase fl,wns not based on adequate findings. If the commission's jeciaion were to be challenged in a riurt of law, it is my opinion the decision would be considered invalid. The City ALto^ne� advised the Cummission that a variance procedure must he followed when deviating (even in a Planned Development) from the standards set forth in the oubdivision ordinarcp. To give the Commission a legal overview of the subject problem, I Would like to relate the following correspondence from Fred Anderson and Oerryck Dittman. ". . the following comments are given on the general application of this Chapter (S�bdivision Chapter 17 and the Tigard Municipal Code) to the "Summerfield Planned Development" project: (1) Three predominant basic aspects of the matter should be emohosized: (i) From the standpoint of constitutional concepts, the application of different standards, requirements and variances cannot be rationally imposed on the basis of the size of the project, favoring or disfavuring the large development or the small development under similar circumstances. (b) All citizens, corporate and otherwise, are entitled to equal protection of the laws, whether procedural safeguards, economic opportunities or the conferring of special privileges is involved. (c) The basis for Zoning and subdivision rules are founded on the promotion of the public health, esfety and general welfare, and these considerations have equal application to the large-scale development as to a smaller undertaking. (2) It is our outlook that the three sections of Chapter 17.48 of the Tigard Municipal Code must be applied in series and not as three alternatives with respect to all land use classifications, planned development and otherwise, and the standards of Title 17 of the Tigard Municipal Code apply with respect to all lands within the City. Adopting the foregoing as a premise, we quote from Section 17.48.010, in pertinent part: ' The standards and requirements of these regulations may be modiried . .provided the modifications are not detrimental to the public health, safety and welfare and provided the 1� annng commission determines that there is adequate put-7c space andel improvements for circulation, light, air, service needs of the developed tract and its relation to adjacent areae... .. ' and from Section 17.48.020: ' . .. . . .in order for the property. . ..tc r:ome within the provisions of this Chapter it shall be necessar , that, the Planning commission shall find the following farts: "(1) That there are special circumstances or conditions affecting the property. "(2) Th-it the variance is necessary for the preservation and enjoyment of n substantial property right... . .and extraordinary hardship would result from strict compliance. . .. .. "(3) That the granting of the variance will not br! detrimental to the public. health, safety or welfare, or injurious to other property in the vicinity. . . ." It is to be noted that the criteria required under 17.48.010 is concerned primarily with the impact upon the public interest, whereas 17.48.020 prescribes procedural requirements not only to protest the applicant's rr-onomir. interests but as well the publir health, safety and welfare, or injury to other property in the vicinity, and authorizes the imposition of conditions to accomplish such objectives. Section 17.48.030 requires adherence to the objectives of Title 17 and makes mandatory a written retard of findings of fact to support the avtion taken and the conditions, if any, imposed. Page 2 f. q All three of the foregoing sections of Chanter 17.48 under the heading "Variances" must be re,---d together and applied in the total context; that is, (a) modifications of standards may be author- izad in a large-scale development provided the public interest criteria of Section 17.48.010 are not impaired, but subject to compliance with the require- ments of both Section 17.48.020 and 17.48.030. (b) Developments other than "large-scale" in like manner may be accorded similar considaration, provided that the procedural requirements are met and the findings with respect to special circumstances, conditions, hardships and public, interest support the action taken, as required by Section 17.48.020 and 17.48.030. In summary then, all variances under Title 17. whether involving large-scale development or otherwise, must be processed in lige manner, and a procedural opportunity afforded to "adjacent, areas", and "other property in the vicinity in which the property is situated", to be informed and object to the special treatment or priveleges sought, and any determination of tie application shall be founded on the prescribed criteria and documented in written findings which clearly support the final determination. Anything leas '.s"government by whim" and opens the door for favoritism and negates the "equal rights and priveleges" and"equal protection of the 13w" guaranteed to all persons." From a procedural standpoint, the petition for variance from subdivision etenoards should be submitted concurrently or prior to the submission of the preliminary plat. This has not been accomplished by the applicant, and the Commission should be reminded that the apple ant argued ar,ainst submission of the variance petition at, the August 7th hearing. In essence, the applicant asked the Commission to ignore the advice of counsel. For the aforementioned reasons it is my opinion that the planning commis-,ion should reconsider their Augusi•. 7th ectlon regarding Summe-field Phase Ii and request the applicant submit e variance petition for those items an the preliminary plat not conforming ti those standards set forth in the subdivision ordinance. Upon the submission of the verianre petition, and a staff analysis of the petition, the planning commission will have a legal basis for either approving or denying th3 variation in standerdv . Y M� 7. SUBDIVISIONS - Preliminary Plat Approval ' 7.1 Summerfield Phase II (Tualatin Development Corp.) Location: Approximately 1000 feet north of S.W. Durham Road between S.W. 100th and S.W. 109th Avenues. A. Mr. Brooks stated that, "time has not allowed a full analysis of the preliminary plat. A full report will be forthcoming and recommendation made at the Sept. 4, 1973 Planning Commission meeting." B. Whittaker asked when the plat was submitted and Mr. Brooks replied approximately 10 days ago. C. Georgi Fiarshal, Tualatin Development Corp. , spoke stating that he did not feel tl-st he had gotten adequate coopera- tion of the staff towards reviewing the plat. 0. Whittaker stated that he did not see how the Planning Commission could proceed without staff recommendations. He stated that without recommendations the Planning Commission was put at a disadvantage and he therefore saw it very difficult for the Planning Commission to arrive at a decision at this time. He also stated recognition of the disadvantages created for the applicant and said that his was also a primary consideration. i E. Lewis stated that he saw no reason why the Planning Commission r_ould not approve the preliminary plat at this time. F. Barkhurst moved to approve the preliminary plat applying the conditions from the Planned Development zone. Lewis seconded and the vote was 3 to 1 with Whi`,taker voting no and Sakata and Mickelson abstaining. S. SITE DEVELnPMENT PIAN REVIf_W 8.1 Standard Dil Company of FalLfornig, A. Location: 1323y�S.W. fic Highway B. Staff recomm ed appr of the submitted site plan with a conditions ti artiFicn,l turf not be ed, the harmed areas be ieted, and trees be pr6vided at. 70 Feet on center in 611rking areas. Page 6 - PC Minutes - August 21, 1973 i t it i August 11, 1973 Mr. George Marshall Tualatin Development Corporation 1530G S.W. 116th Avenue Tigard, Oregon 971223 Dear Georges As per further staff discussions relating to our letter dated August 13, 1973, the staff recommends that submission of detailed enk'n Bring information is not necessary at this stage in the plating process. Detailed improvement plans, center- line profiles of street 6 surer lines are not ntcessary until after approval of the preliminary plat. Delete the following requirements frcm our previous letters Section 17.16.011 - Improvement Plans. Section 17.16.030 (2) - Centerline Street Profiles. Section 17.16.030 (3) - Approximate plan and profiles of proposed sanitary storm severs with grades and pipe size inelwded. Section 17.16.070 (1) -Approximate Street Grades. It has also come to our attention that you are attempting to complete a temporary sales office at the intersection of S.W. Summerfield Drive S S.W. Durham Road. Due to the proposed length of use of this structure and its lack of conformity with surrounding zoning, a temporary use permit is required follrncing a conditional use procedure of the coning ordinance. A conditional use requirev the preparation of ar application and the payment of an appropriate fee. Upon receipt of these items, a public hearing will be scheduled so' your request may be heard and acted upon by the Planning Conaission. 1C the Planning Commission action is favorable, a building permit will be issued for completion of your contemplated use. Sincerely, Winslow C. Brooks Planning Director WCDsly CCs Harris 6 McMonagle Ar-ice P. Clark ,,.N1:k Hiebert Auip&t 13, 1373 Mr. omo w wh ab&u Tualatin iwvaiopwwt caatp. .15300 Uuth Ave Ti4prd OreWs j(("3 char a,orgea The City or TL&%ft 1.1&ff Ims rviAoed your -wry ►fit skbraissitw eutitl" "amm"rflelt l'ItMON U" " lien it, d4fic.lmnt in the f ollorims re sprats. "ram your kwalioinary oAt aaa 3,0 revieMed by Ww plA mt emmissioo, you wAit, steam UW dnimm subsdssloa st wo&rds. A OW Of this lwttos km bssD N*ut to your engiusars, Norrls-&W4mylo AssosUlsf. d*rlalanety ;Amw&rys TW fallo%izk4 itm" sso by Un Tlfu,d *miallml Code. �o�� -1I "L so , 5"Um 1T.LO.OiltJ ImWol iems y,3Y,s,oraa/ar •twc rua am required for subai a sim+a v1 th tkw it alimltisxy. ',Asia lualmus stamdards res :trowt and sovw u` as ruetka. daatUft 17.16*= - A flllm fte of $1".00 ■nas be subwlttoo with tier pr*LlmlNW7 WX% W" Us plat ma be paosiawlld b7 Vw pLroui W emodesiaa. do*%&*& 17.1b.03D(:) - A rislAity mr is veqvAxvi sbav x111 wdte ti,t oi"Visim"o ow"W s siert Lad oserarouve "^"" to sirs pr ps" subli.iAloa, eue swtion 1T.16.03D(Y)- OeaR LUO r pwattlss ars rwgaimd, as sm city morins". Oscargs .►1s11 AuSAst 13. 173 � C f .mCtiOn 17.1b.030(3) - Also rrgsl.rsd ars stCsacwr�s with grades y and profiles s of proposed sanitar and pipe six* LvAtoated, OU. ssotion 17.1x.050(1) - Ts subsdsaloa aunt be measly labeW "hTellm" -ry Ylat" 8setim 17,1b-OW(l) - 1b l+ooatLac, wdtta and exons of all ezlatiag platted streets our Aber public ways within or adj&Obut, stn. ass required. Al&o rWpLred ars easweatso section lits Sad Corners, soy boundary lines and ■onuasets. 1b adegwte benoh nark refesaons is indieated an the sWwis"00 prsassted to Our oi"fias- eM4rtiCa 17-L6.a'A(S) - Natural features, sura Cls wo,'060d areas and isolated ptsser+ialla trews are reqpised information. 3aatlon 17.10.070(1) - 3trwt wAss and approxi`AW Sr"Os aLou1A be jdwtian 17.1b.070(2) - liaeMMU, saamimg width and purpose shall also be shora. SeCtUm 17.16.070(3) - BIO" "wbwo muss be ilrl,laaVA an the prelisdnsry plat. Please find snalosed, TIUS 17, the subdivlsimi oboptw of th. Tigard *wkelpal On". All furtivar subsdsslsos shawlA ra:ate to this doou mmt- A r sum ss your rw►1 sad preliminary plat to inftBitt6d, and the flung fee paid, the _Saf V ll bngia r LOV of Aux Pr*J*"- Fleas ao'cs that wy drniatloa from t+te staad&v#s at the subdivision ordinance will bei aoosidered by the sta*f as esr,.m.oss to be handled as per the prvesdurrr outilAed in 3mction lt-48.000 of the TJSard %m:LLcileal Cody. The pwtitim, as relpireid by this sods 000%10a, shall be submitted with the prolimi'nuT plat. The pstitloo shall state fully the grounds of the varianvs application and Otho lheets relied wpm by the petitioner". Goor'p oar`bal August 130 1;)73 *:409W1,1414 nbses 11 Poo 3 If N asn bs o? Gsststamm in this rsttsr, DIsN do not l+srit&tA to asu our offios. sii, w3aslo� C. Brooks P]Mnadn& Ddarotor Snclosur* WCS/ts 003 Hwmli► Nallonsal,s Ae soosat�r dW5 S w- oomoraltl atitwt Br-M, Ciwf liok Kiebwlt E Atgurt 11, 1973 Mr. George Mraroball ?Lalatin Devaloptwat Corp. 15300 a.w. 116th Ave. Turd, 0ragou y"lee.3 Dear 0:orge: Tbs City of TiSw-d rtatf has revievsd your prelirirugry n]tt "Wds"On entitled ".;usmerfield phare II" &Ad find it def,teient is the folloving respeats. Before yootr prslir-tnary plat a►n be zerieved by the plomaing conmissiou, you IwAr ceet the minium submission ntandards- A copy of this ).Otter ha q been peat U-, Your enginser.,, fLarris-McMDnagle Assrdates. L*ficlency su=ary: The follovinuk, items am reckuixed by the Tigard amieipal Code. Sect,&Oa 17.1U.010 - Improvement plant, F-4or 5ta idarda are required for suhmirsion with the ireliminary.plat This includes atand&Ms for .sleet and sewer couctruction. Section 17.16.020 - A filing fee of µ164.o4 mr.t 'be d.uLwitWd with the preliminary pUt before tte plat can be conmidered by the p]anuing comminhio:,. :lection 17.16.030(1) - A vicinity cwkV in requirva show ull exl,Ziag aubdi+isioa,ac, streets and unau?xdivided land OMWW ips W,jaoeut tc ttw proposed, subdiviilan, etc. Section 17.1e,.p1!t2)- Ce,.terlinel street pr 'ilea axe required, ac -.mrr ed by this City SngAneer. i George Marshall August 13, 1973 Summerfield Phase II Page 2 SpAlon 17.16.030(3) - Also required are approximate plan and profiles of proposed sanitary and storm sewers with grades and pipe size indicated, etc. Section 17.16.050(1) - The submission must be clearly labeled "Preliminary Plat" Section 17.16.060(1) - The location, width and names of all existing platted streets or other public ways within ar adjacent, etc. are required. Also required are easements, section lines and corners, city boundary lines and monuments. No adequate bench mark referenrc is inlicated on the submission presented to our off'ce. Section 17.16.060(5) - Natural features, such as wooded areas and isolated preservable trees are requirea informati,.ou. Section 17.16.070(1) - Street names and approximate grader should be shown. ;;ection 17.16.070(2) - Easements, showing width and purpose shall also be shown. I ;;eetion 17.16.07k; - Block numbers must be indicatea on the preliminary plat. Please find enclosed, Title 17, the subdivision chaptee of the .igard Rmicipel Code. All further submissions should relate to this document. As coon as your revised preliminary plat, ir, submitted, and the filing fee paid, the staff will begin review of your project. I'lease not,,--- that any deviatioas from the standards of the subdivir,lon ordinance will be considered by the staff as variances to be ►uuuiled ar per the procedure outlined in Section 17.48.020 of the Tigaru Ww.i.cipal Cade. The petition, as required by this code section, shall. be submitter with the preliminary plat. The petition shall state fully the grounds of the variance application end "the facts relied upon by the petitioner". I i George Marshall :,ugust 13, 1973 Summerfield Phase II Pagv 3 If we can be of assistance in this estttr, please do not besitate to call our orrice. Sincerely" Winslow C. Brooks Plc rli% Director Enclosure WCB/re aa: ik"is McldfMA91e Associates 83905 S.W. Cu mercial Strut Turd, Oregon 9T223 Bruce clarl% ,..'Xak Hiebert I CITY OF TIGARD P.O.w 200 12M&V. Meb ty.d,asem am August 1.3, l(V3 I Mr. George Mareha.)-1 Tualatin Development 0orp. 15300 S.W. 11.6th Avg. ria-rd, Ire90n 7M3 Dear George: The City of Tiprd staff has revleved your prrllalaury plat submission entitled 'Susmorfield Tbwa II' mat find It deficient in the folloving respeate. Vlore your preliminary plat Mn be rev101ved by the planning commission, you suet suet the minimae submission stsundards. A oopy of this letter has been sent to your engineers, earri@4kAkw&41e Associates. Deficiency Snmmmry: The following Itwe ere � required Dy the rigard Municipal 0oda. Section 17.16.010 - Improvement plane and/or standards ere required for submission vith the preliminary. This includes standardA for street and sever construction. Section 11.16.020 - A filing fee of $1".00 must be submitted with the preliminary plat before the plat can be considered by the planning comission. Section 17.16.030(l) - A vicinity sop Is required shov all existing subdivisions, streets and unsubdiridrd land ovaerehlpe adjacent to the proposed subdivision, eta. Section 17.16.030(2)- oenterline street profiles are requi"d, as approved by the City sagirner. paorg• Narsaall Auput 13, 1973 ' Summerfield Pbase U Paw 7 Section 17-ib.030(3) - Also relpir" are opproaaaate pla'n and profiles Iof pe U. , Mnitary and stow ewers with grmdes ` and pAp Sin indicated, etc. Section 17.16.050(1) - The submission must be olaarly 1ab'1ed 'Prelidnary Pat• section 1.1.16.060(1) - 1b lveatim, width and 00008 of 0,11 existing platted streets or other public rays within ow adjuaent, etc. ars required. Also reouired am 61141 rlts, aaotion lines and corners, ai{y bwmMry lines amd mWu��ts. No adequatos bench MW rad OVAW is iudiaated on the eu"seion presented to our offies. Section 17.lb-060(5) - /atural featu"e, such as wooded areas and isolated preservable trees are required Information. 3ection 1/.lb.u7o(1) - Street nese and approximate grades should be thorn. Section 17.16.070(2) - Aasemmmts, slowing width and ptuyone shall also be shown. I Section 17.1b-070(3) - clod ambers must be indicated on the prolialnary plat. Please find enclosed, Title 17, the subdivision obiKptgr of the TiAerd pupicipal Oods. All fuitber subdesions should relate to this dooxmmnt. As soon ss your revised preliaine.y plat is submitted, and the filing fes paid, the staff will begin review of your proJact. P166se Dote that any deviations from the standards of tte subdivision ordnance will t.e oonsidevred by the staff as variances to be handled as per the prom1ure outlined in daetion 17.4@.070 of the Ti.®ard WaUcipel mode. The petition, as required by this onde section, shall be submitted with the preliminary plat. The petition stm.11 state fully the grounds of the jvariance application and 'the feats relied upon by the petitioner'. i Oeorlp N rsball August 13, 1973 gussssrfield Pins• II Pao 3 If we oan 'oe of assistarwe in this sntter, please do not bssitate to call our office. BlnoerelY, Winslow C. B,molu Planning Director enclosure YCD/fs cc: Harris Mclbrngle Assuciatee 8W5 S.V. Commercial Street Tigan, Oregon 97223 Fruce ('lark Nick Hietert M MILIMMAILMNIULAM MINUTES TIGARD PLANNING COMMISSION Regular Meeting - August 7, 1973 Twality Jr. High School- lecture room 14650 S.W. 97th Avenue, Tigard, Oregon 1 . CALL TO ORDER A. The meeting we,:; called to order at 7:40 P.M. 2. ROLL CALL A. present : Commissioners Ball, Barkhurst, Hartman, Lewis, Nicoli and Chairman Whittaker; Planning Director, Wink Brooks; Aasociate Planner, Dick Bolen; Derryck Ditt^can of the City - s attorney ' s office. 3. APPROVAL OF MINUTES A. The minute; of the July y, i�j73 Pla,ining Commission meeting were amended as follows : 1 . Page 5 conr_erning the Arrow Heating conditional use, Ball did not recommend approval of the request but rather stated he Felt the request was an appropriate one but under the interpretation of the ordinance as stated by the City Attorney he could not recommend approval. 2. Page 7 concerning the Schulz conditional use the 3rd condition should state that no access will be provided onto Tiedemen to inclide the construction of driveways. B. The minutes were approved as emended*_._Ey unanimous vote of the Commission present. 4. DISCUSSION PERIOD �-- A. George Marshall of the Tualatin Development Corp- oration requested the Planning Commission consider problems created for their development resulting from a recent City Attorney .interpretation of the streets standards section of the Subdivision Ordinance. He stated that he ties requesting the Planning Commission accept an interpretation of the Subdivision Ordinance contrary to that offered by the City Attorney ' s office. Mr. Marshall presented a history of the Summerfield development to date, beginning with its original approval by Washington County as a Planned Residential Development. The project was then annexed to the City of T �, ard and the City initiated a change of zoning to ,.he City ' s Planned Development District. Mr. Marshall pointed out that according to his interpretation of the Subdivision Ordinance, the ordinance States that large scale developments can be granted exceptions from the subdivision code and that the City ' s approval of the P-D zone was also an acceptance of the streets on the submitted plan not conforming to the City ' s minimum street standards in the Subdivision Ordinance. He concluded by requesting the Planning Commission to interpret the Subdivision Ordinance as granting exception for large scale devel- opments over and against the recommendation of the City Attorney who .stated that a variance must be sought for such deviations from the required standards. B. Derryck Dittman spoke for the City ' s Attorn®y' s office stating that the paragraph in the subdivision code referring to exception is intended to include large scale developments as eligible for a variance accord- ing to the standards and procedures provided in the variance section of the subdivision ordinance. C. At 8:00 the digression was terminated in order to begin the public hearing scheduled for this time. D. George Fiarshall was advised that, if he desired, he could continue discussion on this matter with the Planning Commission after the Public Hearings were over. E. After closing the public hearing at 9:009 the discussion ` was resumed considering the Summerfield matter. Bill McMonagle, of Harris' and McMonagle Engineers , spoke for Summerfield stating that he did not agree with the City Attorney ' s interpretation o•f this section of the Subdi,iision Ordiai,ence and urged the Planning Commission to continue to interpret the ordinance as they had in the past. F George Lewis stated that according to his reading of the subdivision ordinance it did grant exceptions to large scale developments and he interprets Summerfield as being what the ordinance describes as a large scale development. He therefore felt that, in this case, the City Attorney ' s opinion was inappropriate. G . Mr. Dil.tmen once again explained the City Attorney ' s opinion and coocluled by stating that a large scale development, as ary other development, must be granted Page 2 - PC Agenda - August 7, 1973 i a variance in order to deviate from the standards } of the subdivision ordinance. H. Ball. stated that he had tried to read the su!idivision ordinance in order to come out with the interpretation as Summerfield had suggested and found it not possible to do so. He therefore stated that he agreed with the City Attorney ' s position on this matter and that -the Summerfield project should be required to obtain a._. . variance where the standards have been deviated From. I. George Lewis moved to consider the preliminary plat for Summerfield 11 at the next Planning Commission hearing on August 21 , 1973. The motion was put to a vote and passed unanimously. S . PUBLIC HEARING - Zone Change 4. 1 Zone Change ZC 4-73 (Farmers Insurance) (Continued from July 3rd meeting) A request by r. I .G. Holding Company to change a zone classification from R-7, Single Family Residential and C-3, General Commercial , to P-D, Planned Development, allowing the future construction of a motel-office park complex. The subject property i..; bounded by Highway 217 and I-5 on the southeast and jest, respectively. The western portion of the property is bordered by the Lamb- Weston complex and the proposed Travers-Johnston office development. The proposal. com.irises 27. 76 acres (Tax Map 2S1 10, Tax lots 100, 200, 300, 400, 500, 501 , 701 and 1100) A. Staff Findings 1 . The staff presented a list of nine findings relative to this zone change request'. In summary , these findings found the request in conformance with the Comprehensive Plan and the materials submitted to the Planning. Commission were considered complete and judged to constitute a preliminary development plan and progrL-m as described 18. 56. 020 of the Tigard Municipal Code. B. Testimony and Cra; s Examination 1 . Proponents A. Speaking for the applicant was Bud Oringdulph of Broome, Selig and Oringdulph Architects. He presented a document to the Planning Commission, an addendum to the previous mater,: which had been submitted at the previous public hearing. This addendum included an alternative to the motor hotel proposal to be included on the subject site. He stated that Farmers Page 3 - PC Agenda - AugUst % , 1973 Avoid Verbal Messages A-1 CITY OF TIGARD To:- �- ►'til C bill O From: Subject: L(4k4c►- RAOrc INvr�c s Pr=pcesr .,gDate:_ t-c V �.�^ b y �'N'C. � � 7 v�r1 r r'1 +� C a►,n vvt r S S r� %: :...J � t� 9 P�ry �I c5—Z '7 Q 31 jcJ I" !!111 r , TI rah f,.G u )I,, _ CITY OF TIGARD, OREGON � ORDINANCE N0.73- i Ah ORDINANCE RECLASSIFYING LANDS OF TUALATIN DEVELOPMENT COMPANY AND { 'ORANKLIN SERVICE CORPORATION WITHIN AN AREA KN"W!l A3 "SUMMERFIELD" FROM WASHINGTON COUNTY F-H - PLANNED RESIDEN" AL, TO CITY OF TIGARD 2-D - PLANNED UFVFLOPMENT DISTRICT; ADOPTING A PRELIMINARY SI'Z'E PLAN KNOWN AS "S1IM4EHFIF,LD PLANNED COMMUNITY OF 1972" TOGETHER WITH GENERAL PLAN AND PROGRAM; PRESCRIBING• CONDITIONS APPLICABLE THERETO; FIXING EPPECTIVE DATE ANT) DF,CLAH11+0 AN EMERGENCY. THE CITY uF TIGARD ORDAINS AS FOLLOWS: M Section 1: The City Council finds that pursuant to pro;lnions of ^itle 18 of the Tigard Municipal Code, the City has here- tofore Instituted proceedings to change the zone classification of ? an area formerly under zoning jurisdiction of Washington County, Oregon which was annexed to the ^ity by recent order of the Metrop lltan i boundary Costmiss!on and confirmed by City ordinance, said area being locally known e-� "Summerfield" as more parti.cutarly described on the Attached sheet I"nirnated "ExhiLit A" and by t1its reference made a nart hereof. .lection 2: Tne ('ity Council further fin('! that after due and legal -___ notice as by the Muni^ipal ^n to reg1j:re•1,a hearinr, was regularly held by the City Plannin Commission or loocember 19, 15112 whereat all interested periq0ns were a.fforied an opportunity to be hehr(: with respect to the ^rianite in z• -ie ,lass' fication of said lands from Washington County P-n - Planned �esiientiAl, to City of Tigard P-D - Planned 'Development %strict: and thereA''ter the Planning Com- missl ,)n,pursuant to Sec. 17.56.0410 of tho Munl ••inal Code, submitted to the City ' ouncil findirva and recommendat;ans as hereto attacher' marked "E:xhluit 1-" and by 'his reference made a part hereof, that the chance of zoning classification as herein stated be approved subject to the conditions hereto attached marked "Exhibit C" and by reference mAde a Part hereof. Sect_io_n 3: The Council further finds that af•er due and legal notice � ' a nearing was held cy the Council a; Its regular meeting of January 22 , 1973, and thereupon by motion wAs continued to ana reconvened on February 12, 197?, whereat all interested persons and the reneral public were afforded a further oprortuntty to be hears with respect to said proposed change of zoning classification of said lands described in Exhibit "A", and the Council further finding that no public detriment, will result from the granting of said petition and that it is to the public interest that ..gid znninc reclassifteatioo as ' instituted by the City of Tip"rd be apnrove-d and thAt said lands be re-zoned accordingly.lhe Lom'i,iaslun'c findin, . 1rv. uereby adarteu a:; t;.e .:ouncIl ' , f indin:-s. 3ection 4: The City of Tigard finds that the development of the said -- - lands as described in %zhibit "A" pursuant to the Planned Development District provisions of `.he Tigard Municipal Code shall be authorized subject to and in accordance with the following: (a) Those conditions as recommended by the Planning Commission of the City of Tigard, being 20 in number as hereto attached marked "Exhibit C" and by this reference made a part hereof. Page 1 - ORDINANCE No.73- z - (b) The development of said lands shall conform with the genera; development requirements as set forth in Title 18 of the Tigard Municipal Code and the "Summerfield Planned Community of 1972" concept as submitted by and on behalf of Tualatin Development Comp,uty and Franklin I*ervice Corporation, a copy whereof is hereto attached marked "Exhibit "D" and by this reference made a part hereof. Section 5: In accordance with the foregoing and subject to each and every requirement hereof, and particularly the conditions set forth on the attached "Exhibit C", the zoning classification of the lands described on the attached "Exhibit A" be, and the same is hereby, changed and said lands are reclassified from Washington County P-N - ,Tanned Res' iential, to City of Tigard P-h - Planned Development District , and are further subject to each and all applicable require- ments of Title 18 of the Municipal Code of the r:ity of Tigard. Stction 6: Inasmuch as it is necessary in order to preserve the integrity of the land use regulations and to reo .1re adherence to the planned development district rr;quirements a in this ordinance set forth, and thereby provide for the rroner ut,:.lization of said lands , it is hereby declared tc, be in the public interest and necessary for the peace, health and safety of the people of the City of :'igard that t.nis ordinance become effective with the leas, possit'le delay, and ,riere!ore an emergency is declared to exi3t and this ordi- nance shall be effective upon Its passage by the council and approval ty the Mayor. PASSED: !w unanimov!% vote of all 'ounrll members present, after being read three times by number and title only, this i '•h dRv of !'wbru.ary , 1473. -,-I gars + APPROVED: Hy the layor this 12th day of °ehrugrv, 1973. Flavor`="Y tri' y oarTiard -' Page 2 - ORDINAVE No.73- a Shlin *AN Legal Deeetription The following described t>Aat of land beingsituated is the S.E. 1/4 0t-2ScR11T 1.M-1Nadhington Coand Oregon. 1/4 of Section 11 T Deginnin•; at the 1/4 corner or. the South Line of Section 10 T-25 R-1W M.M. being on tho centerlino of S.W. Durham Road. County Road 4c;, Thence: t1-89 55' 20"-v1 315.78' along said centerline to an intersection with the easterly right of way of S.M. Pacific Hwy; Thence: 1'-200 30'-E 669.70' more or lege along said easterly right of way to the north lire of that tract described in deed Book 849 page 1I); Thence: along the E North line aordescribedin Book F49 Page 19 N-99 51 o the Ea,t line of Lot 16 of the duly recorded Plot of Willow Rrook }'arm; Thence: N-00 08'-E 246.9' to the N.W. corner of Lot 1'., said Plat Thence: along the West line of Lot 12 -00 0j'-71 914.76' to the 1:.17. corner, of Lit 12 on the ccnttr?t�e of S.'.7. :1aeve Strect C.R. 190('' '"hence: along r.airi �. ,tvi-line of 5.17. Naeve Street S-(_,0 10'-E 41''i.71' to the .E. nor^.cr of said Lot 12; Thence: S-00 0'4 along the tart lino of Lot 12to?1;cTc 5,71- corner P f t1:a' tract d,.ncrtbod Book 279, i;e alnn,; the South line of.that trn-t ?03.001 , Thence: .,-r)o 031-1'I 208.00' Parallel NlSt", the eac.t line 12 "'iL'ot drool, Faro to the ccnteHJWi ' of S,.,, v, 3'.-^e�.; T}:rnre: alo.ie, 031d cc-itcrli:c Z- .3p lL��-;, ;' 'o on inter3ection with the ^cr, •l ,r , gf S.; 1 i.rc^uc C.R. #1415 a:.: C.R. V'N); 1C c S-J0 alo', th, ce,.l.crli nc o: 'f9�f to t' C �ncc . ,O0' ale-• th not t", line r.: Lu' t the LLkm thy. v r 1•.c: 1 also ;.' Cor LCL Z . plat of t! :!ur;uer; I uc ac L,;; t t cn Zeetar lF s.2, • ., r,, ur.':�n corner 320.70' cc: ` nc thct•,,ccr Sc-t .n� .'Chc-.c�. AlMr, • thL rorth f o • f r of rt Lot-. ,' anal � tc .�., cc,:It.huin,, S—()0 0r ' • a•"rr Or lrau to t:.c N.:1. �nncvr u: Lot 1'J of the (I. ' r i lot of Ai,1ur /rook rata; Thet.eet 8490 5a'-11 665.94' along the aorto line of Lot 17 to the centerline of S.11. 98th Avenue County Road #12048; Thesce: S-00 09' 16"-! 653.06 along the centerline of S.W. 98th Avenue to a point which is S-0° 09' lt."-Y1 326.70' from a 3/4" iron pipe at the intercectton of S.M. 98th Avenue and S.M. Sattler Road C.R. #%27; Thence: 8-690 54' 56"-E 80) .90' parallel with the centerilne of S.M. Sattler Road to a point un the west line of bot 14 Alder Brook Farr. Plat; Thence: N-Oo 09' lt,"-E; 386.70' to the centerline of S.M. Sattler Road; Thence: 1:-°' 4' 56"-E 1019.3'1' alon6 thn centerline of SM Sattler Road to the N.E. c•rner of that tract described in I D"e,l 251, Pare 643; Ther.ta: 5-00 52' i8"-M 1.101.56' i tc a L/2" iron pine; Thsrrce' 5-00 25'-M 1094.60 to the centerline of S.W. Durha,e rcoad C.R. #429 also being the South line (,f S,:ction 11 •C-2S R-1M M.M. Thonce: S-1190 51' 40"-1Y 1).42.09' slonZ south line of Section 11 to the 1/4 corner; Thence: on the south line of Section 11 a,nd the cente:li,o of S.,4. Durham Road S-890 16' 331.981 ; Then.a: N•')o 07' 21"-E 894.26' al.onr, the west line of lot 19 cr Al8cr '•.ruok Fars Plat to the N .YI. cor-•,.r Lhereof; Trence; 5-61r "h' 3111-W 330.11' to the N.W. corner of 'ot 20 said Ilot; i,oncc: continuln,^, S-890 54' 31"-W 665.2d' alonE the roith line of Lot 17 paid plat to the S.W. corner thereoti Thcnce: S-01 05' 45"-E 89( .91#1 alor.C. thL w:cst line of Lot 22 Aldcr L'roo'c tarn nut two the ce;�terl.rc, or S3 Durham Road and the sovl'h line of Sectton 11; Thenc.•; 3-$1,10 16' 30"-'•7 132x,.,1' to the SCI corner of Sectio) 11 -2S 11.11. :,cjn,: a 2" i.-on pipe; Tit"nco: S-;'•ccs .:'' 07"-;Y 1627.^t ' alon f; tl:c centerline of S'.1 Durham Po;i and the South lin:: of SocLion 1J T-ZS 'R-113 '3.1'.. to tl:e 1/4 sornor and the Enlace of bc�innin�. .r. Exhibit "H" MSOLUTIUN UF THE --"IANNIM COWISSION OF THE CITY Or TIGARD ADOPTING FINDINGS OF FACT AND RECOMMMING TO THR CITY COUNCIL AH?OVAL OF Zone Chtuige No--_5-72 WRXUAS, proceedings have been einducted t,y the 1'.anning Commission of the City of Tigard with respect to the petition by the Tigard Y]annlcys Commission for a change of zone c.la•:1- flcatlon from Waf;hington County P-R, Planned Resldential to Cit,r of Tigard 1-D, 1 lanuxed Development. wHKRkAIj, pur-.uant to Chapter ld.b4 of the Tigard Municipal t,cxie after due kuid legal notice, a public hearing waf, held by the Tigard l .acliing Ccnw�issioa with ri-spect to the above de! cribed propusal on tris Lyth clay of December, & ( ; NOW, TRF:Rk'F'ORE, the 1'lanntlng Commis-;ion of the City of Tigard In meeting aisembled thiF bth day of Febnrar , 1-)IJ, now resolve; to and doer1 hereby adapt aid/or approve the following Findings of Fact with r spect to the above de!;lgnatea 1,ropor;al: 1. The �rject property in designated for Orban l,ow ilen�ity Ret'ldentla1 development within tGe Tigarn Community Flan. TLir.. category allows residential den Itier, of up to 4 r;welling unit.-, or 11 j�er�on per Kro` re idential acre. The proper*,-, 0evelopment is 7 , jh�tantia1 currfurmanee with the Tigard Cow intiy Man. 1. Tbat axoeptionF. frim the :3t wdardr, of the undarlylnr district. %re warranted by the design and ameni+le incorporated iu the development plan and prugram. The plan includes: a. 201 acres supporting 1150 dwelling uru , U. 1.l1 persons per dwelling unit or a maximum of 4400 total population c. Typical residential lot area of 4,000 square feet d. u,.',) acre, of golf course and natural reserve areab e. Approximately eu,000 oquure foot recreation building maintenance building, lakes, pool, tenni!, courts and parking for 125 oars. f. male family lotx; of 50' x 80' with 1k) feet front, L4 foot -,Ids and 8 foot rear yards. Rear ado side yard !setback:_ tray be .-Ived for "aDmmonwall" or "zero-lot line" dwellings. 3. The �evelupment pian is in harmony with the anrrouading area and will have a beneficial effect on the area which could not be achieved under other zotil,ng districts. :a 4 +i --�aartir pap 2 a. The .,ystem of ownarship and the means of developing, preserving and maintaining open sA cer 1_, suitable. That each phase of development can be rubstantially completed within one year of each approval. �. ,,he ,;umetunity Plan does not designate commercial development for the northeast or southeast corners; of Durham Road and Pacific Highway. 7. Adequate community shopping and commercial facilities are provided In proximity to she development--at the King City -.heFplug center. n. With development of this ma®1ltuda, road improvement. will be required to serve the additional re, ident population and those who will use the put;llc recreational facilitir .. rho +epartmetit of Lrtvirommntal Quality ha:; approved rwir,ccuj,ancy bu.laing permits--tu allow coni,tructlon uf' model WMOL . Coruoctions to the hirq City treatment i,.ar.t wi.ii dejAnd upon G.e.(4. upproval ,. : 7omi,iOte(1 traateant pleat erq,anslon during I i73. 1�,. 11w Tlt+ard Mater d1 trict 1r In the pain•# of urureu'lug It-. ,try to the lake uhwev.0 +%ter y tem. Thl• �,no%Lld he oomi,eted ty May of 1.)i;. U. Huuhlns will rave age rer•trietions In the project ty the deve.oper. IT L,:j FIIRTfi1i)• RI301,M) that the ilanning Ccmai< Ion .r.,e, hereby approve the anove aer.cribed proposal and keret,, record it recom- mendation for favurable action by the City Counci, FASM uy a vote of the City I iaunartp GOMMissiun, this: btb day if' February, ,ir6r,ident ATMT: r.i.a emery J of the request A th t6 !rl obsfttir is = 1. Prior , the issuance of any Wild. ; permit within the development, a .its plan of the entire develop�iwt setting forth the ,site development standards shall lbs o submitted to U,s Pl.mniug Cosmission for review and Ext.ilIt C approval. This plan shall include but not be liaited to landscaping, setbatks, building heights, sign*, streets, proposed improvements, sidewalks, curbs, gutters, parking, service and storage areas. 2. All land within the devolopsysnt shall be used for residential and recreat:ona.1 Pu:poass, except that the area designated for c; rcial use• on the site plan may include service and/or professional office uses serving the development. If such uses are approved, the Plannin Commission *hall approve the location, access, siting and range of perimitted uses. i. Each phase of the development shall be reviewed and approved by the Planning Cosmission. At the time of approval of each phase, the densities and uvea shall be approved. 4. A boat and trailer storage area shall be designated in a, area contained by an opaque fence or sight obscuring landscape screening maintained at not lase than six (F,) feet nor more than seven (7) feet in height. Tie apartments in the project shall a developed in a cordance with A-2 standards unless otherwir.e approved un A specific site plan by the Planning Commission. h. The overall density of the development shall be no arrester than 6.25 dwelling units per sere (12K4 total -11te) with a total poyuletion not to exceed 249x) i� The Setbacks and lot sizes as proposed for single frilly units shall be approver unless otherwise ape( ifled by the Planning Comission, except that. there 'hall br A ten (10) foot minimms yard requ.rement where any yard abuts a public street. approval of any lot* to be subd:vide,j shall ')e Ulrough the lubdlvisfon Ordinance procedures. 9. (.open space shall be maintained through a Homeowners Association or by the developers with convenants submitted for apT-roval at the filing of the final plat � 1 �. All ut.ilitias shall be subsurface installations . 11. Housing shall he limited to an average density of no more than 1.92 persons per Qwelli" unit, 1. Fxr luded parcels surrounded by ",LlMerfieid" shall ' br included in the site plan with the possibility o` access provided these parcels to eliainete their Isolation. P. 1 - EXHTUIT "C" c ti. a r 13. There shall be dedication to 45 feet from centerline qn S.W. Durham Road. 14, There shell be dediicaUon of 35 feet from centerline with a 40 foot improvement provided on S.W. 98th where the development abuts both sides of the road and a half street improvement where the development abuts only one side of the road. 15. There shall be dedication of 25 feet from centerline (V feet Improvement) on S.W. Neeve Street with half street improvement where a;plicable. There shall be dedication of 30 feet from centerline on S.w. Sattler (36 feet improvement ) with half street improvement where applicable. 17. Internal street improvesents will be designated at the time of the platting of the subdivision. 1H. There shall be no occupancy without publir_ water and ewer. 4 �npy of the deed restrictions and covenants shall he e•tnched to the approvet plan to help insure r -)rmity with planned de•isities. 2u. Otietia ,1 of the development shall not be approved urtrl additional water service is available to the ' .yard Water District from th o City of Portland ani %or "ity of lake )swego. 0 1 i �.I i Pg. L ^teff Neport - "Summerfield" P.2 - EXHIBIT i{� �r w MR Mix c K1 P1 I/f N N N p / . j v N dvill IT fill 11 1111m pp p O • N 0, pop^o O^ao vU_i N r U ,A N U rOi rn O / N N O O n U J N 1 O O Y Y _ �n •' O N • 17 N VAI ♦ MI 0 ` / x O F i , J U O O O O O O O O p �p ti n n f A N In L) of Id r 46 o ni — d p o d o o o F = o CL / a � M a O Y Q Z Z O Oi a0 U O U D O O O F- ' �II�IIIIIIIIIiIIII1IIILIIII1III��L{lllllllllll�tl il�Idih� ilill�il�I,I,1M�ll,lili I,� i I I I i I i I i I i I I I i 1 I l O ~ N ?, w it J N rel co w x 1 1 o ^� 7. \ N m , O U W H H2a0 W � W Q �U i ,J �� W ~ v N V a. 0 N W 1 O `�` ^ N a f it p l Z �wf o a.. � H w p U (r —� W W 4c N W U � Q Z Z o w '.'3 0 ayi er °Y L1 W U) T 7 ,„ PROCEDURE FOR CnNDUCTING 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 ir_ternal 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 mi:,ute period, disconnect air supply. F.A. Mien 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 ur'ler 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 snd 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. 1.2. If the total of all C values is less than one, enttr 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 onz, divide the total of all K values, by the total of all C values, to get t1i. To make this division with the nomograph, use scales C and K, and read tq. 4 rn rn rn In N N N O rD N O O J v I 1I IO pp N u ? N M O a 0.O W OGD a N O d O � 0 O In M p p 0 N O O r- r,m r, N a �► +f M N O A CSO O V J CkI O 111117 1111111111111111111m 11111117PIT777 C) O Y Y h NQO g O rn a n7 O O 'n a N p P n N 0 z O I O 00 o 0 o o 0 0 0 or co 0 0 �o o m m r- m n a n a = o p d d 0 0 d o W a = o a IL a = O 011. Y : h O s o Z z 0 0 O O O 0 0 O O O O O cr) c .1 0 00 0 Oh 0 u� d 0 N N O w o �`.� Q � w a O w L N � I o r .�Q o Ct) H W r'i � N z o m CI w w W Z _J �n ✓] O O 1 N U w U F O ' N w v vi (r w o z w d w w f p a U p U.1a N Ers N cr W w u 1- -Jw U O O r (111 N a z z z w �. o ►= In it O ~ D Ll � � U u J LL! <n � 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 prop::. 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;. 5. Check exposed pipe an-1 plugs for abnormal. leakage by coating with a soap solution. If any fa' iures are observed, bleed off air and make necessary repairs. 6. Ater 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 maintai.ti pressure. 7. After the two minute period, disconnect air 5,ipply. 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 a3 computed on reverse side of sheet. 4. List siza 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. U e scales d and L, read K and C, and inter these values in the table on reverse sine of sheet.. 11. Add all values of K and all values of C for pipe under t,2st. 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 Seronds " 13. If the total of all C values is treater than une, divide the total of all K values, by the total of all C values, to get tq. To make th.s division with the nomograph, use scales C and K, and read tq. I o O� Ip in O ♦ m ID N O J T M In r: M N N N — — — a I{I I�..1 II ISI I' III II-rrrTI N II liI0 in m pp O I O u v N M O IO O !0 Om mn N O Q 6 O IO M p • p OI O. m ¢' ti tim r7i N Y ♦ M rn N CY O to O u V J N a u 0 I IU. M III Y 0 O In Y rn N � 2 Y h/ N O h O n Y N = O 7111111, 111111111 F rrrrr i i. T�Ti►lffr' O O O p O o O O O O O Ol Eq 1D n t N W rf r In N _ d o d d d d o T 0 a R = 0 av (� O .I. O i Y a '••, C p C: O G O O O O p G On s _r q hoo 0 o ° to N �II;�IIII�IIIIII�IIIIIIIIII�IIIIIlL[Ili III III1 CD cr ''4 J i w ck: o w 3 w r N J o Fj �Q.` rJ C 4 u U to O ► ^� ID I o •, w W z 2 O J O O , N () r 7 0 f Q a w c) O N N O O + 2 N { Z Q' W n CL � a � ►- 1 Y ra w w w H v a `r cr w I v o O I I I J to f 4 N Q 7 Z 7 J O t w o cr 1 �1 11 V 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. Plvg 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 pre-, sure 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 rais(d 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 nsig 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 recuired in seconds as computed on reverse side of sheet. 9. List siza and length of all portions of pipe under test in table similar to ine 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 "'lime 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. V 01 b M1 ° h - aD rJ N p O m m M N N Trm 10 wo n 4o1 On o0 r) _n RO O h h rq O N O tO ON M p "a MOMN N O u 0 U J N v 0 0 I b O C, O O OO O O P1 N 0 Y O 8 O O O O - O F 1111111111 rn 11f�[i11t11T1 J O O O J O O o O p Gq h- ,p rf O O d z H X n CL Q f� a (7 < U O e .I. 2 2 Y O o s ►- ° O O O O O C O O r- J O N m' O b 7 m N N O O 0 W a - - - (aC F- �Ill�llll�lll�llll�lllllllll�llllillll�lllllllll�tltltld�hhl+Id+�+IiI+I+IIli lilt III Al III Il+l,1,l I l It I I 1 III w � O y� } 3 V � J Q. O O U N I coS Q � � G > 0 m r, U ' IW D o I o z .r: W z N J O W a `� I W U .3 F O N W O En N v a ¢ W W — (1) o z v W W m o a W W U O ti ct w W a N LL It V W U O O Z d 2 O O ~ N ° U W J -- N D ~ d I V1 - W O 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 is submerged in ground water, insert a pipe probe, by borir; 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 und:r 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 obtaitiad, 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 ;ill K values into the space for "Time Required in Siconds." 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. i 1• � aCi rp M o P 0 9 M M M 1�1 N N N m N O M •f _I `I1 1 rill IT N 0 1 M in 0 N � 0 O ID Um n O N O a O M O O N M M v p� M ` p �0 N h ♦ ♦ M Irl N N _ N N O O u J N v O O Y O U O O O O O O U.p Y Y7 f M N 0 M f N f M N - - 2 O 1- 1 � O O 0 0 0 o 0 0 O p m - s, v ui o Oi ® r- -n n v M N - O O O p O O O p w _ 0 0. Q x n � t V O a .I. ! a Y �i e i Z p O O O O O O O O O O o or m h 7 n n N n O 14 0 W o A: F- : �III�IIII�IIII�IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�tlIVWlld�hl,ll�lll,ll�lll,I,1,I �IId 1111 ,I I1ItIII I I I I I I I I I I A II I� I J 9 W r 3 �• W CIS � V N W i o J N E L a Q O vi Q F O 2 W �^ 1 rJ 0O 0 W W _ N I W 0 W w I O ` ri Z N = w W � (i a LLI W g _ 0 ► u 0 i \ w w Q W LL = f1 N ft U w J0 Z N a z z w o ►- In w a in a . w ,� LEAMEMMM 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. J. 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. a s M on M1 on N NN tl 10 N_ O tl f O N tl odl o n I ppM 0 01 N O O NO O nO O h 00 n h O mID O� N M O frSh O O M J N e O O r �, Y S O O O O N0 Y h h v n� N LD In f in N - - 2 O 0 0 o a o 0 0 0 0 0 c V 0 of p rn Rf n b h r M N 1D K td r, V M �+ - o p o d d o d o WO = d � a a m < � o .,. 3E O Y F O O z � `Z r c J 0 o o 100 0 V p N N O O Q W o J luuluuluuhii►lunuuiliuui [ill III IIIII J�l�hhhld,hLl�i,l�11�iI I I I IT I I I I i I I I I IJ E_- a W- O W i r 39 v � V CID i O N ` V OD Vni C cn s o vi rm 1. O 1 W '' I ui z w z zo O N V O U a U v 1 w U O In W c W w 1 Y a Z CL _ w a � O W W U �. p U C) III a a (n w J U P Q 2 Q 7 2 � rI 1A W v In Q W 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 necessa.y repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least twc 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 scales C and K, and read tq. mAMAXMI-ELMM SZ)- -Z UN iz ck� (C) Commenced Paving. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p 1) Paving inQpected— — . . . . . . . . . . . . . . . . . . ❑ a) Teat data filed. . . . . . . . . . . . . . . . . ❑ b) Tentatively nt-Ppntpd by City. . . . ❑ (D) Parking lot tentatively accepted by City. . . . . . ❑ _ ! / VI. SIGN: (A) Street name sign4 installed. . . . . . . . . . . . . . . . . . . (B) Traffic signs installed. . . . . . . . . . . . . . . . . > . . . . . ! / VII. SIDEWALK. (A) Commenced installation. . . . . . . . . . . . . . . . . . • • , . w . g � � (B) Completed installation. . . . . . . . . . . , � - - . . . .. . . . . . �( (C) Inspected. . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . < , . . , (D) Tentatively acrprtpd by City. . . . . . ., . . . . . . . . . . . p / VIII. STREETLIGHTINV; (A) Commenced installation . , . , . . . . . . . . . , , . . . . . . . . . p (B) Completed installation. . . ❑ ' (C) Inspected . , . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . ❑ i (D) Tentatively accepted by City. . . , ❑ 1) Authorfyation letter to Energise filed IX. LANDSCAPE: (A) Commenced instRllation. . . . . . . . . . . . . . . . . . . . . . . . 0 (B) Completed installAtion. . . . . . . . • • . . . . . . . . . . . . . • 0 / (C) Inspected. . . . . . . . . . o . . , . • . . . . . . • • • . • • . . . . r . • • . d (D) Tentatively accepted by Ci.ty. . . •. . . . . . . . . . . . . . . p X. GENERAL AREA DRAINAGE: (A) Building rain drains innpected. . . . . . . . . . . . . . . e p (A) Culverts inspected, . . . . . . . . . . � , . . . . . 0 . 4 . . . . . ❑ (C) Drainage ditches ingpected. . . . , . . . . P . . . . . . . . . w p (D) Tentatively Accepted by City. . . . . . . . . . . . . . . . . . p / NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INZ!,RE COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Vmriancep 3) Change Orders/Extra Work Orders 4) All Corrempondence/Memos 5) Daily Inspection Sheets W = m I e45>Essop, loo TCS 2 S I I ZS I 1 ) D Tj 900 901 TIL 1000 r LOT �. 2 I soo i TA ,6.00 moo 14 j 1800 +4 O Zoc9v Al 46 T q/p.coo SK t� L i. � b;�M�tiM'. ♦gyp;�. 4 r`• ., t 5 UMMER lPWLD PHASE t1lCA'l�ff��J AP �• S E S "C T I O A,} 10 SIM* SE Ua SUC.1i,T-ZS,R-1w,W.Wk. OATS • 6-►G-73 SCALE.1"=200 Ti , /V'91't'.°, o9tG LOM 240WiJ ARF FROM APPRQVL'D ?tl:TPUMJ1*Ry PLAT- ALL LAWS 0014ML'D ARA PLATTIM, 'c; Lor 7 T4. 40Q cot! sr IQ 4•0l TIS 4 F•r 40 Z seam QA .Jaw L. UMW nor_4 ,S*oo sa,�o4i� ave. O r� 2 I M- 8�S's"' Z03,00' /02.30 �'TIL t c.0W • , :. T,� 102 i 1400 • �'' FVAMir.L10 saltV ICE - i ol o ' i � - -• �.! SUMMEItF16LO _ P'H A S rrwr f• coo" sti k& ,� 00 33 AL LJ W La LJ :u L) L U L r OF ftry OF OFA Ar �� F�f ,,r // •� .✓/, / , s 0 FW PA OOF oopo 00.14. OF .ON r .� I I/ i � OC I SOO , r 1 1501 02 Til,. 15 Jr.00 900 oo v Lor < •; . 0 . 4!fl. 81Ca/• y0' " • 7 00 A On r, i I" d ZOO(') TIL ISO/ 77/1. TIL TIL - 23017 0 , ; �I 2`00 1*0 1 LOT 20 Or /y i" v • I z50o N r} O o as s VL T(L -JA LOT 1• I 0 � h CITY LIMNS 1 1 t u N , 0p r 1