The URL can be used to link to this page

SUMMERFIELD NO. 07 SUBDIVISION r MA F.5 ^ 5 l l l C 4 .D t /4 A " i ' NTA ,5 HIMC9 70Y COO IV 7 r' ' 1 �arr i 0AZ GO ON ZA t, 1 L mat 1 I. All WO '$halt be to iltgolrtWee wi th A*W fit. i ,urTr� iV v rvtr I 2s Poured rrq is tl c>rastbts ks at Ieast 4 *gle0r* f 6,04 tli�f r , i CHID ;rrr-r-■- 1 - -- ,.-- -. ..,.,�..� -..„ t, boavilng "s at a t 1 tape• and bend 104 t go$ ...._� 361 __ of V4" *taus gira'v*t cove r for all m.atns in streets _...... ..__4 r �� I - � � or d�'fv*waysl oth* rwiSt. 36. Of sa�rth a~,�WOVa ._.�__ _.._. { ,, ►. u al L b* .fated of ISO PALO S, Pipe. sh al't :• ' e j# Px :xs red a't X1.64 Polo I �,f a 64 Proposed pi 1*vgths s P y 860 feet 60 � 62a f tai r '. � � / It �" T � ► .... � r�rN pp � f s � pipe sh I 1 •", p P apt ivi s t�a t t# a1l911�C O t t f t s s w�> �r i , �. if feasible, b*t not in the surae ditch lin.* }. M� i C7 ffr If N rA 1 c 8'` $ 1 fir+ Tarr■r�■��■•rrrrrw�■w.w....rrnw.�.+rrwrw■ ..,.._ /N,STA L L 8 x (p T£E � 4 S,tr i r/ I I ,31ACkTnI'" ( !�'AS7) fo /! i',vTN,Qk ..•. - •� .. _ r �QAIM Z C 7' 0w 7-0 1�� (PLUG i,R.f �'� ; � Y V / �,/� t CZ /V 7f fi� J . - TREA TIVENT R/. A N T : ; H/GH 3C.: HOOL 1N,5" "A L a`� r i� v ( Pt Uc; Sn ; Tw ) �tf6 ly PRa#j rr. T rU I i A 4 TIGARD WATER DISTRICT Li 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 ra t I�F ID �� ► t � 7149� E �✓ TELEPHONE (503) 639 1554 i X�f ut.�r WATER PROJECT f',1�► _� 1 �, 197 �~� o N .�.. F� HA M P� A A' CIF TIG c� Robert t c��' �/ 1 5/ r b Santee, P E Administrator I, l:.�l~" �? _ -- _._ { Scale !r - zoo , .� ' %k, f '1116 .q■Irr��r.■wal��l ■• •■/�Yr■i - ■ --- ■ •r�r�r�■rrr�.rwr ■. ■ ..».� . 1 �• ._._•-r- -� .. �� . .. .. _ __ � .. >.+.�:. •...... .. ..... l•rrM .. - _._ �' www"■._ ..,� +w.Ia 111►7P.1�a ,. i'I I �w 1{I I f I II I I I I P I 1 '�` I I I I I �. .,.'.: _,: _�•.. '� _ . :� � �... .�.. _ . . _.,_� y � .....4.:.._,",�.... ,. . - I I I I I I � I I I l i III 1 � � I I ( I Illll� IIII11 � III III ill III III III II1 III III III III III III III I l l l � l f l l l l l l l l l l l III NOTE : IF THIS M 1CRUF 1 LMED —"---- --- ( 2 3 4 5 6 7 8 9 [0 1 1 1 .x •r+�Tiiwsw�•: DRAWING IS I-ESS CLEAT? THAN CHIS NOTICE , I_I IS DLII: TO TNF QUALITY OF THF OFZ. GINA[ DRAW I NG OE 6Z RZ le 9Z S2 t?IF ce ?Z I ? 0IIj 161 81 L 1 91 SI VI E I � I I I 01 6 9 1 9 • tr�1IlIIIIIIII�IIIIIIIIIIIIIIIItIIIIIItIIIil�llllllllll111111111illlll�RII�IIIIIIt�ilt�lllrlll�IIIIIIIIIf1111111111SIIII111l�1i1'�I;IIi�Pl1�I��i+I I1111111�IIIIIIIII�;1Ii�llilllllllllll�llllllllllllllllllllllll�l,) �l I I1�111111111�1111111111111) '''r+ (�.".� II � I I!I!! I Ilul�llllliu�ll�l,lllulJll. 11111)IIIIIIIIIII_Ull.dl I IL Co { PH Z)' E %aTREE IMPROVEMENTS PL N PROFILr. ,Y !^ �"• , ^ TMJ) 7 r 1 - 4 - �• •,• 6 � • ,.o wGid •� ''' �� 7 I 1 •f....'I . 7 '�:'., �j •� ~� PROj E CT rrrw,arsrrgw�wnra-�----ryv +rw-rrti I - ��^ Ywra,ilwr ,� -�t l ;7:�•- ._ '_�-L.. �•,. . �-` '�r,� Imo.• .. S T E i'' � �--r � .�a• _ _ ''��l.�f�i '� •mow !. __ �wa� I�,•i/' f L%•.. G+.- •�'J�•t:.w + iT�'�+Y TI \ \ `� t S!_.�-'~�� yi '� •1 '�' '� 4 'M J � ! IS� ��- � � �ti'S` - � 4. 0 �� Y •' =-it r S i 'P e. t ►i 'T°i _ 1 ' i ",�..h• o M J/ �' a._--fx. • �_: — `i I. GARD I �Jn l:At �_4.. r rY` c .f' - r� ; � i E'•...^' __ •.., •a �• a 1 �• � '� � 2^" �e• � ; ir. dV ,. 1 its ! �1+ vY rDU$zHAurj p. w ° w 1 / ' - /- _ •!•J1��L� � �/- � h w,�, y 'X �i { . ,. V .J � I -� I\,`e"� j � � FILE air I N D E X 7 TITLE SMT. NO. - F' r VICINITY�; INITY MA _ �. .�. ,__ S. W. ALDERcBROOK DRIVE at- INor:: O t 00 TO IG t 78- 13 I OF 6 •, o r'1--�° .. . G,.P•� ", .•I _ �Ib �' y, v. ] �7s°G,; �+ - ' - 16 + 78. 13 TO 28 t 53.41 7- L ALDERBROOK S.W. COURT R U T -- �'�i--� -�— ..�' �� \.-�,,'` _ e y � � � �_ ,• -� S.W. A LDERBROOK PLACE S W. SUMMERFIELD COURT 2 OF 6 S.W. AL - DERBROOK CIRCLE 3 OF 6 .,., ,,.o , --- �. 't ,_ ,p . ° � � ��' a. � "'� ;� � ..• I , � OWNER - DE ✓ELOPER S.W. SUMMERFIELD LANE 4 OF 6 S.W. SUMMERFIELIDRIVE I t �" 'i o ,y 5 ;4 •7 ;;'' S.W. DURHAM ROAD UALATIN ' �� ;• •, �+ � , ,•� �� . ��• ;. .� OFF � T DEVELOPMENT CO. • � �� -sd SITE STORM 5 OF 6 15360 S. W. 116th AVE " 1 TYPICAL. SECT. a DETAILS 6 OF 6 TIGARD, OREGON 97223 IC r VSA j 4. ��F . FILE COPY i4 y yr� +., �- ALL SPACES MUST BE ENDORSEE' ENGINEER - S r?V E YO R 1 ,-a f �.ti ,, .;� T., ��, "�\ F`RIOR TO APPROVAL THESE PLANS - , - - : f �. ��; 1 -� _�7�� HARRIS MC MONAGLE ASSOCI �,TES I MatIC �WORK5 C.:PT. Uy DATE R OCOMMERCIAL hLANN1 Nci D"_PT. f]'i r DATE `�� 5 S.W.S.W. .— TIGARQ OREGON 97223 f-r=Yr�ity•►�Y-r-rNr-r-,�-rrrri-iYrrrr�rrrr�' •I •I .. L•••••••••. 7UIl.gING U'-? - DATLO___ ............................�. F. rpt. . �.....■.... .•.......�... .5..,...............R. N�r�t�Tlt!'T194��w��r�n �,mr��r-d ti . t BOUNTY h{7,,!.7!! n""'T• L.'. DATE --- CITY AD:•11-"1'51 i.I:t r; L'ATC .--- - I M TICaARD 17 a T;ii7 L'. i'. [;Y _ DATE" . 7-�1'G 74 _. r r v jp.l i GLJ•NERAL IIEL::IJl;:1:y.7 -7 - j Ij P (� ( '^c��r f Cy. .-. _ DATA_.- (.-IS '7G.._ _ .� SCS 1J,(L `tit ' �j. y� r0 USA D,r,Q. E'rY CAT:.. N. W. NATURAL GAS Ely .-_ DATE / - zy'.7 P. G. G DY. -- DATE - 7— i -1. R. F. D. QY.._-. . �- DATE.__-.� _�c _._I& ; r� wig �- i,�11lII�I11111f1I1I11111III11111I►I11111I1111111I1111111I111I1111~1111 n I�I11111�1111111I111111�I111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrl1IIlIIIIIIIIIIIII�IIIIIII r ;�j • ' .� 1, NOTE: 2 3 4 5 6 7 8 9 10 12 IF THIS MICROFILMED -- ( -- _ i t DRAWINri IS LESS CLEAR THAN THIS NOTICI, 11 IS -)LIE TO THF QUALITY (IF 14 ORIGINAL DRAWING' OE 62 Be LZ 92 SZ 02 E2 ZZ IZ 02 61 BI LI 91 SI bl EI 21 11 01 6 a L 9 y b E 2 1al�uw I�IIII11111YnIulllulllunlnnlnullluluullUllllUlunluullullulllnllll!IIIn11I1111111nII111I1111IIIIIIIl11I1111'!IfIlI11uI111IIIn111111I11111u11I�11111UlIIIIIIIIUIIIILIIIIIIIIIIIIIIlII111I1111I111JI1111I1u11uulunllllll1111I1111I11w1111I11111+IIIIJJIi11111IIIIIIIIIIIIIUIIIII i U L Y 1992 i TV µ K 1 l i i . �1 - i. r.1 1 sw, - 405 5� CITY OF TIGARD, OREGON RESOLIJT ION 'IO. 80-f1 015 RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC ItiTROMEANTS CONSTRUCTED WIMIN SUIPERFIELD NO. 7 SUBDIJISION. IPISREAS, the City of Tigard Subdivision Ordinance required subdividers to install streets, sidewalks, street lights, storm sewers, sanitary sewers, under- ground utilities and other public facilities for the development of subelvision; ane. 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 -ind a One fear Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year . . ."; and WHEREAS, said Certification has now been received; and WHEREAS, the original performance bond I. i remained in full force and effoct beyond the normally required mainteu.ance period of one year, and WHEREAS, the deficiencies which were required to be corrected therein have been repaired, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon hereby acceptsrhe public improvements constructed within Summerfield yo. 7 Subdivision, said subdivision being, reco-ded in nook 37 on ParTe 14 in Washington Co,inty, 0r,2gon, Plat Records. AND ^URTHER, the City Council herewith authorizes release of the aforsaid bond . PASSED: This '&L_day of � ��„ , 1986 , by the Council of the City of Tigard, Oregon. President of Council - City of Tigard A l'I'L I': ' I? •i� rd�•r l gJIXTIOy NO. 80-1 Ct1Y 1MID j o%l to ,"a aw win 01.0.am rsr now.r M wm rN"Nm——_ AL (503) 639-3101 Z3 TUALATIN DEVELOPMENT CO., INC. 15300 S. W. ?16th Avenue TIGARD, OREGON 97223 November 20, 1980 Mr. R. L. Thompson City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Re: Summerfield Plats 7, 9, 10, 11, 12 Dear Bob: Tualatin Development Co., Inc. has completed the various items on the final lists sent: August 19, 198J - Summerfield Plats 7, 9 and 11 August 21, 1980 - Summerfield Plat 10 September 5. 1980 - Summerfield Plat 12 We here by request that the Public Works Department make the necessary inspections and submit for the Acceptance of these Summerfield Plats to the City Counsel for their approval at the Meeting November 24, 1980. Thank you for your cooperation, if you have any questions please call our office. Sincerely TUALATIN DEVELOPMENT CO. , INC. �:)e Leopold 1 Land Development Supervisor Construction Division I�I � � C� nn�lr? JL:pt `` n CITY 0F TIGARD August 19, 1980 Tualatin Development Compan; 15300 S.W.116th Avenue Tigard, Oregon 97223 Attention: Joe Leopold Feference: Si.unmerfield 117 Dear 1~ldin: We have jest finished making another inspection of the above referenced subdivision. This lest of items needs to be completed befori we. can provide a recoalendation to the City Council to accept the project: ] . Sidewalk needs to be replaced at 15498 S.W. Summerfield Lan-. 2. sidewalk section needs to be replaced between the caretaker's shock and S.W. 98t1h Avenue on S.W. 31.1;!wlerf.ield [give (south side). 3. �rivewn,,, argon mine Needs to be t..;-laced at the caretaker's 0hack. 4. Catch basin needs to be repaired nt 15452 Sola. Simunerfield Lcr.e. 5. All sanitary ©ewer repairs need •c• he completed in accordance with the 'ra. inspecti,.n "defectis" report. When the aforementioned in complete, please let us know. Yo.ir., truly, R. L. Thompson Public Works Inspector /br cc: c'ile liar ris—Mel-bnapla Ocr-1er 29, 1979 Tualatin Development Co. 15300 SW 116th Avenue Tigard, OR 97223 Attns Rldin Wiechman Re: gwynerfirld #7 Dear Sir: We have .just finished makinr., a field inspection on the above referenced sub- division. This is a list of items that need maintenance work before we can make a tentative acceptance. 'lost of these items can be completed while on the maintenance period. The curb patches will he checked throughout the maintenance period to see if they are acceptable or not. 1. Driveway apron broken at 15435 5W Summerfield Lane. ?.. Sidewalk broken between 15445 and 15461, 15477 and 1.5493, 1.50 and 1549% and it 15452 SW (Ium wrfield Lane. 1, "idewalk broken at Northwest corner of ,V ;uinme.rf LeU Drive and Summerfield Lane, 4. Sidewalk broken at So:atbwest corner of S11 Summerfield Drive and Summerfield Lane. 5. Sidewalk broken at 155819 156130 15641 SW Sutmaterfield Lane. 6. Sidewalk broken between 15666 SV Su-anAr.field Lane and Std Alderbrnok llrive, north gtdo. 7. Sidewalk broken at the corner of ":!ammerfield Lane and Summerfield Drive. °, cidewall; brolcnn alonp, golf ecnarse along, Summerfield Drive on the north side lot of SW 98th Aveeve. 9. Sidewalk broken between care taker shack and ^T1 99ti, AVanue on the south side of Sid Summerfield ))rive, east of St•1 95th Avenue. 10. Sidewalk completed alon^ SW Summerfield Drive. Tualatin Development Co. October 29, 1979 Pldin Wiechman Pape 2 11. Sidewalks are broken between 9600-9630, 9560 - Suymw rfield Lane, 9500- 9470 and at 9470-9440. 12. Sidewall: broken at 15635 SSS Alderbrook lane. 13. Curb offset at 15665 ;W Alderbrook Drive on SW Sitrmnerf.ield Lane. 14. Silewalk has settle at 15574 SW Sunmerfield Lane. 15. "idewall- has Settle at Walnut between 15613 and 15597 Summerfield Lane. 16. Sidewalk has settle between 15657 and 15671 Su=nerfield Lane. 17. Sidewalk is broken along golf course west side of Alderbro6k Drive. la. Storm drain repaired at 1.5452 Std Suinmerfield Lane in catch basin. 19. Siliewal.l, brol-en at 15580 and 15440 ''U Alderbrook Drive. 20- '�iJewalk completed aloug ,W Alderbrook Drive. 21. All sewer lines re*,aired as to the! TV inspncrion report previously sent out. All of the above item numbers except number 20 nnl 21 can be done durin;; the maintenance period, but, 20 and 21 must he clone prior to placing projo-ct on tiaintenance; when they are done, please ,.et us know so we can proceed with the tentative acceptance. Yuirs truly, R. L. Thom,•son Public Works Inspector RLTpjp cce Harris/MeMonagle Ilarris-McMonagle Associates, Inc. ENGINEERS•SCRVEYORS 9905 S.W. COMMERCIAL. STREET TIGARD. OREGON 97223 Telephone ISO!)639.3453 October 18, 1979 Mr. John Hagman City of Tigard 12420 S. W. Main St. Tigard, Oregon 97223 Re: SIwimerfield Dear John: We have completed the various items on the pu.,ch list for Summerfield 3, 4 & 5. 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 institution a letter of indeminity to cover the main-,.n.nance period for Summerfield your earliest action on this matter will be greatly appreciated. Vey tr vurs ��10 .- .. Plclicina arris-Mci* e Associates, Inc. WLM:ds �o (503) 639.3101 TUB T.ATIN DEVELOPMENT CO., 15300 S. u. i loth Avenue TIGARD, OREGON 97223 July 5, 1979 RECEIV-1 Jut. - John S. Hagmin City of Tigard CITY QF AHo 12420 S.W. TLain Tigard, Oregon 97223 Dear John; I I would like to request at this time final street inspections � on the following plat.ts in the Summerfield Development Plats 7,8,9,10, and 11. Asphalt overlays have been r_ompleted, street lig-its are in and need only to be energi::ad and painted , Portlan+j General Electric has scheduled completion by July 20. Curbs are brim, repaired and stteets cleaned with completion i scheduled for. Wednesday July 100. We would like to have City Inspections after this date. Yours Truly: ` Eldon Wechman Land Development f, EW:jp June 15, 1979 Dear `tirA: '.nclosecl are copies of our TO,T. ins-action report on tha nanitary nower linas in tb,,� above reference projects. 'Elie itaw which are underlined trill. need to be renaired before staff can rocon.,aiiu acceptance cif the wort, to our City C;uunc i l. If you or your contractor trials to vicar tl a vifleo tapes of those projects, please contact this office for an appoint.rtent . our phone numl,er is 63,3-41171 . As additional q.nfor,ation corx;s in .for Ittuie field, it will be fonlarde'? to you. Yours truly, nobert Thos Anson Public llorl.s tnsrector RT/pjr Enclosures ��a �.- -� ,� rrc Ht a►iQ 9�r ugu:A 2( ,197'7 ( , M Portland General Electric Co. ,estern 'ivision 16*655 •v% Cold "cholls Ferry* n. 3eaverton, Cregcn 97005 :,e: rtielc. 7 ttn: . r er ::ear j:en: This is tc energi:etion of (4) s-�reetlights, via chedule 91 Cption "I" o install.ed to ate within said sub- division.(s) Yours truly l J..7. 'is;::1= 0upt. Fnir. i v. cc: ''r. 71din '.:iechman .'illmette Electric Construction "o. ugust 12, 1977 Tualatin Development Company 15300 S.W. 116th. Avenue King City, TiLard Oregon 97223 Attn: Fldjn Wiechman Lear Eldon: In confirmation of our recent telephone conver.�ation, the following maintenance/energy fees are payable by T.U.C. to the City for streetlight,,: :;ummerfield, plat No. 7: S1, 586.88 :,u=nerfield, plat No. 8: %01, 252.80 Also, Fen ."nyc:er of P.C.E. Company has informed this office that ten streetlights are scheduled to be installed in Summerfield, plat No. 10; therefore, the required maintenance/ energy fee payable by T.D.C. to the City is $835.20. We will transmit a letter to P.G.F. Company authorizing energizatior of existing units in plat No. 7 and No. 8 immediately upon receipt of the aformentioned amounts; in- stallation and energization of the additional units therein can follow in due course. Yours very truly, J.S. Bagman :'upt. Lngr. Div. JSH/pr �___..!�.4.�.LL-�c - _._ uFVF(�oP�.��NT U►_.!'U51f 1-�k:r CO MPU'i AH ON SHEET . ��' `� �c LL. ' 1D,- - PROJECT NO. -. (1) PROJECT FEE (City ord. 68-48, loc. 10, Par. A ): u)Total estimated Improvemcnt cost . . ., . — b) Less can. sewer est const cost. ... .... .. S Adjusted improvement cost c) .013 X 0 = _ . . (sublotol) (2) SEWER FEE (US.A. res. 70-12, Sec.9, Par."B"): o)Sewer plan check fre Q Inspection fee , I10.0 0 X _— ror] 7) ; 100.00 it,. 0 b) Permit tee a connection charge paid (� ....•. .. . ... ... c) Serer district r,ontract surcharge-paid -) (district name- ---- -___- (3) STREET LIGHTING FEE a) P.G.E. lighting schedule no b) Mthly rate option i)o -- -- type of right Iume�e -JI 1 - (mthly rate) (no of lights) f to of poleo^.r�~� �"- ?w.rns"f.�._. I .I —•-- --- (mthly refs) (no.of lig ht9) lyr. = 12 mth's (subtotal) - 2yr - 24mth'e .. r �(eubtotul) (no.01 mthe) ' . • • ( 4) SIGN FEE (item 4-instel10tion) (per sign) rno of sign) STOP X RESTRICT. OCCUPANCY o X `�•----- STREET SKPN - -X = ----- COMB.STOP/ST NAMF -x NO PARK!NG - x ---- -- mllo x -- - 'tnlecl type) ijECEIPT NO --- DArE PAID ;hack 0 GRAND TOTAL �i t :t�aracar ews� cash E3 money ordef l7 �P �D I I h Ineerl:sewer,street,ur a01dsi^n g Z G '�7 July 27, 1977 Portland General Flectric Co, 'Western Division 14655 SW CA Scholls Ferry Road Beavertong Oregon 97005 Attn: i-,r. Ken Sn.,, der Ret Su=arfleld 0 & #8 Streetlighting wear Ken: In reply to your letter dated June 7, 1977, this is to ackmowledge that with inclusion of secondary and tertiaz-y roadway IiCl^tlng (as shown therein) said p, :-oposals are acceptable. Therefore, after acceptable Installation of all units and upor, deposit of two yver enryrgy and maintenance fees with the City, the City will w-ithorice energisation of maid ?anits in eccord with established procedi,re. Very truly you,.. st J. S. HaGlLan .F.-upt. Eagrr. Div, cc: Mr. Fldon Wiechman "-act Willamette tlectric Constructicn Cri. p r ; "� RECEIVED �\ - e/ - �'LJN 10 1977 lbrtland General Electric Company CITY OF TIGARD WESTERN DIVISION 14E55 SW OLD SCHOLLS FERRI RD BEAVERTON.OREGON 97005 643-5454 June 7 , 1977 Mr, John Hagman City of Tigard =�k f ass• 12420 S. W. Main Street Tigard' OR 97223 Dear John: S`veral weeks ago we d_scussed the street lighting arrangement for the Summerfield Development . It was your suggestion that consi-darat.ion be given for additional street lighting within the balance of the :.secondary and tertiary streets . Those areas are presently illuminated with individual }gust yard lights . It is my feeling the post yard lights do riot provide an adequate lighting level on the roadways . However, sirce sane illumination is gained , my enclosed proposals marked as exhibits "A" and "B", recommend only a minimum number of additional lights . When energized, the cost to the City under, our schedule 91 , option "Al'. T;,ri I (E-8) 'could be as follows : /exhibit "A" - Summerfield 7 � 25-175 W/7000 L14V @ X2 .64 = $66 .00 mo . / $ 792 .00 yr. \,,.,25-14 ' Steel Posts @ $0 . 84 = $21 .00 mo. / $ 252 .00 yr. S17 T7 . 0 _mo. 17-1 ,044 .00 yr. Cxhitit "B" - Summerfield 8 16-175 W/7000 LMV @ $2 . 64 = $42 . 24 mo ./ $ 506 . 88 yr. 16-14 ' Steel Posts @ $0 . 84 = $13 .44 r,,o . / $161. . 28 yr. 55. 50 mo. 668 .16 yr. 1 will be awaiting your response to my proposals . Very truly yours% Kenneth L. Snyder Street Lighting Cinsultant tm enclosures C,: Mr. Eldon Wiechman, Tualatin Dt-velopment Co . , Inc . I I '• � I r z;p � z V� it J o j� n r*i f Tl x � ° � r Ih — C) �J to O r� Y T1 2 g _z lob' J ° L)T. I LAYU - - rr� Vp O n D r� O m z P t -- S t r_ 1 � � � W O Z Q u N cr LAJ co z z 100 rFJ 2 z u A. ' O o -� U r z cr w u wm j cr LAJ CK J � W a ti r- r Q w —J y Cr— LA _ W 3 J ` �-- W J � Q Q W W w H •� a o � d o -- t Y I> C a] V CE T lT 4 ti 47�-� City of Tigard INSPECTION REQUEST for -'-AL kc — INSPECTION TIME : r��v� PERMIT NO. : _. DATE: `> > DATE ISSUED '. OWNERS NAME : _ ADDRESS' CONTRACTOR : TEST : Air 0, Water[] , Visuals, Lahora•ory ❑ RESULT: Approved ft , Disapproved [7 Pending ❑ SKE:T CH: 14 INSPECTOR DATE CNOTF : Attach suprllmsntal test data hereto] I City of Tigard INSPECTION E TION REC. U E ST for INSPECTION TIME . " O PERMIT NO. : --.— DATE: . O. : —.DATE: . 'Z I IZZ DATE ISSUED:--L-L— OWNERS NAME : r — ADDRESS : CONTRACTOR :_ 4 TEST: Air O, Water p , Visual*, Laboratory RESULT: Approved t , uisapproved C] , Pending r] S KETCH: I i I ;N SPE CTOF# DATE IEWOTE Attach s.ppiementni test data horst] I City of Tigard INSPECTION REQUEST for INSPECTION Ti ME. PERMIT NO, : ---- DATE ' - y',-!j!77 DATE ISSUED.' /--L- OWNERS ADDRESS : — CONTRACTOR :--,. TEST* Air 0, Water Lj Buuj i- fa ort",tory RESULT.' Approved Ll Di-jappioved Ll Pen n SKETCH.' /d � "� ,, �.�L� ~fir`' _ v zt IL _LL 7;7 ,.,,C OR DATE COTE: Attach suPplemertai test data here,03 1�0 -- 1 % W. COMMERCIAL 9T. TIOA40, OREGON 97223 PHONE (503) 639-1554 Februa.y 3, 1977 Robert C. Luton President Tualatin Development Company, Inc. 15300 S. W. 116th Avenue Re : Tertiary water from Tigard, Oregon 97223 ULOA Treatment Plant Dear Bob: After consultation with Mr. Bruce Clark, Manager, City of Tigard, this date, it has been concluded that the construction permit issued to Tigard Water District to install the PVC line to the USA treatment plant will not suffice for a privately-owned pipe line oil, publicly- owned streets. Th(:!refore, a "rough" application permit has been prepared (see attached document) and submitted to the City of Tigard for approval. You will be advised when the matter will be considered by the City Council. In this particular case, the Tigard Water District must be considered as merely a construction contractor who engineereJ and performed the work for the owner, Summerfield Civi '\ssociat _cn. Many admini ...�rativa and subsequent maintenance problems would be solved if either the City of Tigard or Unified Sewerage Agency accepted ownership of the pipe line. I would recommend that your efforts be directed in tl)at direction. Good luck. Sincerely yours, TIGARD WATER DISTRICT Ror:ert E. Santee Administrator cc: Mr. Bruce Clark Manager, City of Tigard WATER LINE PERMIT WA,REAS, SUMMERFIELD CIVIC ASSuCIATION, governing body of the residents of Summerfield, an adult community, Tigard, Oregon, has filed an application with the CITY OF TIGARD for permission to install a PVC Nater line (s) for the purpose of transmitting treated sewer water along certain city streets and approved utility ease- ments granted to the city. IT IS THEREFORE ORDERED that the application of t.',ie Summerfield Civic Association to construct, maintain, ani repair such underground water line (s) as shown on the attached map, and more particularly described as follows, be approved. Beginning at a point on S . W. 85th Avenue, 500 feet , more or less, south of the intersection of S . W. Hall Boulevard and Durham Road, such poin = being where a connection will be made to an existing irrigation water line owned and operated by the Unified Sewerage Agency, Washing- ton Cou,,ty; thence north along said S . W. 85th Avenue, 500 feet, more or less, to S. W. Durham Ruad; thence west 2, 250 feet, riore or less, to the intersection of S. W. Alderbrook Drive; thence northerly , northwesterly, and westerly 1,900 feet, more or less, along S. W. Alderbrook Drive, Summerfield Lane (South) , and Summerfield Drive to a point 250 feet, more or less, east of S. W. 98th Avenue,. where the effluent will be discharged into a holding pond (Lake at #5 hole on Summerfield Golf Course) . SUBJECT, HOWEVER, to all the existing terms, con- ditions requirements , and agreements of the city per- taining to water and sewer main construction and main- tenance. 1. PyG pipe _-hslJ , b'0 to sgnttarys.vve if fcSolb..r_, b-at! rot in- th® *&me 4Itch ttur; :< - 1� • - of ;-RorC 5ro all src , j � r s' `rxs-fit (PLvG 1 S Wim CCN 7f X �aaPD3[D B' DrC ; / F L r i 1J L -t i ._ "✓C -t! ' 1 _ TIGARD WATER DIS TF P541 S VV COAMERCIAL STriEET • T IGARD• )RE t,lh: TELEPHONE (503) 6391554 LLN 1 Y1A7 E:fi PRQ.%eCt S.A. DUIKHAM PLA!vr TO 0UMMP'RFIEL , r c,,, •rc. f E. Uity of Tigard INSPECTION REOUEST for INSPECTION TIME : » _ PERMIT NO. : DATE: �' / `'� DATE ISSUED' OWNERS NAME : — CONTRACTOR :____ — --- TEST. Air O, Water p , Visual. , Laboratory p RESULT: Approved! oisapproved 0 Pending Cj SKETCH: i I ' r INSPECTOR DATE [NOIF ' Attach supplemental test date horst] MEMOd CL 1`"' w i� rn CD � O LL OD � I 0 � - 1 11 i 1 tvo OD . I o � LL 00 ' LL L ... y w 0 O CL k - - L � n � 7 M l 0 Q Y � '�o ` • h � �' C.� Ws �r p a IS LL l e `fireIlk ~ �i I u ij wwd a� J 'l o - e nl � � ,• ,• f- � � o l �i $ 24 a ti � u� X. rL If 1 MMLMLMER Of - � 7 � � o 11 N w w v " JkA �� F- � U� I uJ JI r itrr � ~y i .rcla�+w. w�lews�r�►:r[M Jr,.ei. rr�.r. ..rr ..tip....r,._ ..� r CITY OF TIGARD, ORE, = ENGINEERING DIVISION, P W. DEPT. i Joe PROJECT INSPECTION REPORT N0. ----- - -- -- --- PROJECT TITLE DATE'-- PROGRESS' ATE:----PROGRESS: �.<. :o 'VOTE S: ------^�rr-t"C;--.,,.-r-+rte---Y--f----- - i WEATHER. - ' -- --- INSPECTOR-2�- CITY OF TIGARD, ORE. ENGINEERING DIVISION, f?W. DEP? PROJECT INSPECTION REPORT JOB PROJECT TITLE .....-�_--y_ ' 1—res--•�' --------..___—_—____ DATE 41 PROGRESS ,tt=�.�- .�� NOTES i 1 ' WEATHER - — -- - - INs?EEC To - r ' t J CITY OF TIGARD, ORE , ENGINEERING DIVISION, P W. DEPT PROJECT INSPECTION REPORT PROJECT TITLE -- 1 DATE' -- --PROGRESS' - NOTE ROGRESS' -NOTE S fNSPECTOR..-"t— CITY OF `I•I GARD; ORE. , ENGINEERING DIVISION, Plh. DEPT ' PROJE^T INSPECTION RFPORT, JOB NL. PROJECT rITLF: QATF NOT 1 ; ---------- - - _ x INinEC TOR t CITY OF TIGARD, ORE. q ENGINEERING DIVISION, P W. DEPT. i PROJECT INSPECTION REPORT � JOB NO PROJECT TITLE a.S'�T-i.,r. .� _. ---------- _- _-- --- --- - P-ROOGGRESq' NOTES' INSPECTOR__ .- ., CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JC5 NC. _ r PROJECT - DNTE' ----------- _-_ PROGRESS : - - _ NOT. S I _. I WEATHER - --- ------ INSPECTOR I r.r .raNa..�w+r+w++w��rr�ey�e.�w;rF...�',.�. e��_. ..w_.cw.•u.. .a+r.u�•.�w�. w�...� CITY OF TIGARD, ORE, ENGINEERING DIVISION, P W. DEPT. PROTECT INSPECTION REPORT JOB NG ------ - t'�-_ � - - - - -- ---..._ PROJECT TL E - _ P R Ol,R E S S: NOT E„S: WEATHER. -- --- - - - INSPECTOR CITY OF TI GARD, ORE. , ENGINEERING DIVISION, PW. DEPT x PROTECT INSPECTION REPORT JOB N0, P ROJEC TITLE: DATE: _�-�3 -7- PR PR 64 eew- 6- - I NOTES : WEATyE'R - INSPECTOR 1 �a CIT`! OF TIGARD, ORE, ENGINEERING DIVISION, P W. DEPT. JOBPROJECT INSPECTION REPORT NO _ - PROJECT TITLE DATE: --- PROGRESS: ATE:PROGRESS: NOTE WEATHER; 1..R (NSPECTOR—, _ Y CITY OF TI GARD, ORE. EN)INEERING DIVISION, PW. DEPT PROJECT INSPECTION REPUT J09 NO. PROJECT TITLE: _ -- — -- --- — -- — ' DATE' SS -,eta— NOTES . a. NOTES : ' f Vol ATHER ` ", �AaO{�i'YdSipYd�i 1 C -a nw�r�rfoww.ww•si'rttt.cwi �r-. a..._ns.�..�w._-. �..w..��y CITY OF TIGARD, ORE, ENGINEERING DIVISION, P W, DEPT. i PROJECT INSPECTION REPORT JOB PROJECT TITLE -- DATE: 2- .3 PROGRESS' e� wey ",' NOTES: Gt�C; �' -� �1-_ .__i' _Z� r�u. '_�1 �-.• ,1� _� +-�. ! WE ATHER.- INSPECTOR_ ........mss--�...��.+�Mw++�,.��..,• r �rw.r�w ilsnw,w..� wr.r.rsv ..n.ws-.w�.•wr��.�.w..wwww��w,� CITY OF TI GARD, ORE. 6 ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPONT JOB NO. ( PROJECr ITLE : DATE: PROGRFSS . NOTES '. op r WEATHER s - -------- _ ._--_.. N S P E C TOR City of Tigard ,. .JNSPECTION REQUEST for < INSI"ECTION TIME: PERMIT NO. :--- DATE: /_<3i ?lam DA1 ` ISSUED :--L—L_ OWNERS NAME : >- ADDRESS: r��,c',=iE CONTRACTOR : TEST : Airx, Water[] , Visual p , Laboratory [3 RESULT: Approved Disapproved 0 Pending r] SKETCH. ��'"T. S T INSPECTOR DATE CNOIE A!rnrh s.c: 'p,.,.nfr.l 1yf data derr,a� City of Tigard ~' I NSPEcwri oN REQUEST for INSPECTION TIME. ' O PERMIT NO. :- DATE: O. :DATE: 23Z DATE ISSUED :.—I—Z— OWNERS NAME :—.,/ , ADDRESS: le L)Ihel 0 /L • pl-{? e7 CONTRACTOR : _J �= + TEST : Air )el Woter❑ , Visual 0 , Laboratory ❑ RESULT: Approved Disapproved O Pending r> SKETCH: c 3 #♦ Aye INSPECTOR DATE NOTE' Attach juppiernsntai test data deet] I I I I City of Tigard � INSPECTION REO UEST for i INSPECTION TIME :-L,3—i,— PE . DATE: � ��17C. PERMIT NO. . DATE ISSUED:-_Z_� UWNERS NAME: l? , I? , ADDRESS : ,- m�h•�.r�,c, CONTRACTOR :.__ nq_� TEST: Air , Water p Visual ❑ t Laboratory p RESULT: A, proved ( , Disapproved 0 , Pending SKETCH: 12c I'tjt �r I l I I INSPECTOR DATE CN-OTE Attach eupplem"tnl t4st doto h�reto� City of Tigard r(,E INSPECTION REQUEST for INSPECTION TIME: PERMIT NO. :_ _ DATE: / DATE ISSUED :__L__ - OWNERS NAME :, ADDRESS: CONTRACTOR : TEST : Air .NWoter[] , Visual p , Laboratory p RESULT: Approved ❑ 0:wpproved �. � , PenoinQ � SKETCH; _ I INSPECTOR DATE CNOTE Attach eupplern-ntal test data beret t August 18, 1976 Washington County Environmental Sanitation Dept. County Courthcuse Hillsboro, OTeaon 9713.1 Re: Su=erfield Plat VII Gentlement Pleesu be advised that Vie public sewer line for the above mer_tione:! project to under ccr.structiou aad upon completion and acceptance, of the line, connection will be required. Sincerely, Bruce P. Clark City Admintstrator BK/f$ �`J v D+ a.., Nj � 1 y , w � co Q_ I L'1 41 W W L.L.• � M- h h 1- �_ �_ •_ F; �- N h � 0 Cn O O 4 A o A A g O O o o =uj y �, � � 1 I ;�► � 131 � Q; m > > al r� am m m n n rJ LO ..I m ri m in '.� U a t IH 4i K' LL (nL7 1 mu U i- l7 Z A r..�. -Yam-- MA__. h p • i j i Oregon Rc;,J. Cr; ,Mcg Roy Brown Tualatin 15300 S.W. 116th A.v:nlj Tigard; 'Orevoa &•722 s Reference: "Swir:erfield 7" . E Dear Sir: pl.gt for llsu[11C1erf lel .l 71, bms C:r.r 1 ,;i p.t •thoir t A,], ill. p��i !-. IT i. i +7; C' L'1 i. `�r 1.'i 1,. i!l.l I1Qrer,�4 l.'y e ic:lard DO.; Planner RD:s f Q CITY OF TIGARD, OREGOIt SUBDIVISION DEVELOPMENT PROJECT ;-? WO Procedure Check List I . FILE INITIATED. . . . . . . . . • ., , e . e . . . , . e . . , . , , w , , , aw . , , ,.. �! 4 (1) Supplementary sheets attached. . . _ , , - , , , . , , , II . SUBMISSION OF PREL11INARY PLAT (1) Pending Plannim.; Commission action. , - - , , , , 1 , . , , O (2) Approved tentatively by Commission.0;/.-,&r4 vA r.s, L0_ .* T I I . SUBKTSS ION OF PRELIMINARY COVSTRUCTION PLP.NS., C�J/ZL(�(5�rr.� (1) Plan Check commenced (a) Revisions req�aired. , . , , , -E3— (b) Stafrped, approved for cconstruction. . . . , ❑ (2) Utility Co. plans received. . . . . . . ❑ (3) Improvement cost estimate received, , . . . , , . , . , , , •/ IV. EXECUTION OF PROTECT DOCUMENTS: (1) Contract documents drawn; (a) Compliance Agreem►,►,t signed. , , . . . , . . , , , ` � (b) Performance Bond signed. . . . . . . . . . . . . • . . (2) Permits & Licenses acquired. . . , . , . . . . . . . . . . . . . . �- (3) Easements obtained & recorded. . . . . . . , . • , , , . . , . , ❑ (4) Deposits made. . . . . . . . . . . . . . . . . . . . . . . . . . . . + , . w , . !� �Il ��r . Iis, A 1 V. SUBMISSION OF I"I.NAL PLAT: (1) Review for conformance commenced; . . . . . . . . . . . . . . (a) Revisions required. . . . , , .. . . , , , , . , , . . • . . (b) Approved. & signed by Comm. Chairman. . . . ❑ (c) Resubmitted to commission. . . . . . . . . . . . . . ❑ Res .No. (2) Approved and recorded by County Surveyor, , . , , , , ❑ A �P� ( 3) Address 's assigned. . . . • . . . . , , , , , , ,, , , , , . , , ww , w . . V1 . COMMENCEMENT OF CONS TRU,'TIOU. . . . . . . . . . . . . . . . Note InApect 0n sheets and construction/ Inspection check let (attached) for progress . VII . FINAL INSPECTION OF CONSTRUCTION. . . 640 . . . , , . , , . , , , � , • . . w , p (1) Pending correction of 3eficiencies . . . . . . . . . . . . . C] (2) Not acceptable, construction deficient, . . . . .. , , ❑ ( (3) All construction items acceptable. . . . . . . . . . . . . . ❑ VIII . EXECUTION OF FINAL PROTECT DOCUMENTS: (1) Maintendnce Bond signed, , ,, , , . . . . . . . ❑ (2) As-built drawing rec:eived. . . , , , , , , . , ww � � , , . , , . , n (3) Final report to Council issued, , , , , , , , , , , , , , , ,, ❑ I X. C I TY COUNCIL ACCT"P.rANCE OF PROJECTI MPR�.��i�'lENTS_ . , . ,,. , , , [3 ..��.y.. MAINTE:NA110E BOND h^—,, tRES x MR Mr. ltoy Brown Tunlatira Develoym,,iont CorlIT!,my King City, Ore-on 07.".123 to r0ejUr:�t Cr- St&ttus of tho l'L-J,LI.,,.,j-.,crfield Vill' subdi-td.s'l.c. 0 s1licl-,. PlauniuZ Cot-mission approval with. conditions of the plat on April 20, 1976. The final plat was recllftcd by thc! City iii Jui.o- and i.-s amaiting, Unginecving Department appro-v,,J u.r t' Ftroct system plans. Upon that approval and the pay.- ant of the appropriato fnr:!^ t1we CiAY Stpff is prepared to recaniund approval of tiie final pl.at. SJ m7croly, PI-I) RD:GI A B C D E FG H ji 1 T,C. - 21 t3 5 5 Z'`-) -- � _ " L ? - 11 . I 2.T,C: : 218 7(o �� 2�-- - 355 �5 �p I I � In I � T 370 3 -71 -3-7z I� S -7 _ �t Z 3.8(o PC �- III I�__o' Ol - I . T-,C.:ZI ,01 I .TC- L3Z H 56+57. 37 \ _� �7. 3? 1, TC- zZ�.� 7 ,.07.001-'ce I�ul U U T-.C. ! i=P. 13 li W r `J O 3 t 2 .3. 'I". C', = Z 113 �7 B �... W IIII 0 1I k;:5 3 J - z3 o z. c;zzz � 1 - III U) U t$CI J W 12 �,C.:?I�/. IL-1 �. T c .' 21 g. �i5 2,TL $ �I N V -1 9c" �+09.ro9Pc 5 3TC-` c?1,9'1 I a� 5 )zs_C' r �� '. TC= � � Fl fC �Z �'R/� 'a[ I L Z.3 9 T,G,=Z z ,O'7 ' L' T r, T r- ^, r J uR'!S S C .�I� N5 �� 51JI T.C.=ZIH.7 "' I t 18 _ \ r: TC--?_?__3- D5 C,=Z27,.25'O I A �r I 62 _ I D '/ T.C, ZI -72 'T,C. -2-21 18 - _ �� _N 111 Ti`�(°- a2-�` ''^'C2 TC _Ei5 i� is �,� L-1 *30.� i PLfz T+c-I`8'g SC. / ,/�1.'\ r . UI G O K C 1�! p i C).011�I 7 1 2 L s�10 p C. I C' 1• - P. -I- \, _ 21,1. �� ; I-� IU-OI"! p E Y- C70 ' �E• ZI'7(/ �T - - I\ I I I .0. p ,,(� 1 '_ * '(0 I L.ET -- 1. r �- 7� 0 c ,JL .% 3�i?. 15 -- `� V GI' I�, �� E �'l-I,OC� _ - '� v IE;'2z5 30 �I "�\ L I / © 11 c _ __ F`)g. C cv• ��v c` �c.yr�.r c, ` c'.r v►,�t (.r'I , N X49 \10) 5 I,_f; I 3'4�-ts +6 j - Iv . ` . I �7;' --�.. C� I.v,. Cv• Atc.e--'/IE' -r>7 I � V"� rC' ' ��' Gird CP. 11 ,, �l I (� (o* 81 . 91 P.IZIr r NIU CUR[3 f?i�� 1 'I'� - l� I i " 95,00' �• _ � t 135 = - _ �� -``� v 0) 1- N TIzANS LT.� 2T, 8, 75•r-9 PfcT 8 9� _ ---------- .-----. _-_ __ - - __ �: -1 0 LO r TC N)15 5 / TC,=�re�" 5 �`�, - - .�B OOIL I`IvL_ .5 ; .\ AL10it-1E1 FIFmLc ID Itit'Iro.00 SCC. � xl r,e,: ao6 6D,sT 6K. ` �8 ' `7' 37 5.\,V. SUrIM ENFIELD 17 5 + M3.o0 �� PK WQ� ,,, / � TC. _-22i ' 12 T.C.= 22'7. 7H i � ) LZLW sr '0* sk,,►d� � AII Np rE , curia THAN` ITION F�T, +�9, 1L-1 1`1 t 6Ce r"H �i+ ',�, IIULET I,;at'78.13 PR -KO O 385- .3 'F 3q'j IF- ZZI . G3 OUT �' LL TO (o+ 5 1.�, • LT. --I + 9 G , 8(o -'ro G+ F31. c) l /'. 3 g 1 3 $ Z 3 Z 3 4 � \ �, ;SEE SHT. 5 FO14 AFF - `jITE 5T021`1 :�E�v Elm FROM 18' r=:/M'T. -T"O 1 (o P�/M T, 50' 2/W :�" �, r -a te b�/ �.. �L�.. 31 D F s �a 7.�,.= LZ�.C� W 4Jj G QN DUW_HAr- 1 IZOAIC , 3 + -7V II 6 , ,L,P. -, � I - �- 'q � �� Q v, , - Ic)9. Co'7 OUT It fl , � . F:7 : ??X1.0 f3 " ' � (J Q L7' FjLn0 - o t- zO M-I Es l�h, a7 1I.J !_ bb It .:Z1. f'J� i1. �J�_ II O N I'- N 0, . I - . I �Co, c7 I c' ' a G O N --- I L/ a 2 I, II QIC_ C r IE= 20Cc.05 Iti IJ �� i tc7(o.E3(v Bt G, CUIZi3 5+82.8 O�j y f /�E. E - - --- - ! 011 39Z. I �..3 111 o S.W, ALDER: BIZ.C� �^ = 0+00 � �' b E,:z�3��E)c,j/�^ ',; TTZfifVS. LT. h. C. 3 9 3H U 1 - T 0 d k v) ��O /0 S re IV �a�c r� - � � � a Z 5um .'.o+ ,i5 BEG CONC . I +FSC O�-> 4"JO + CC) *.L T:C.=EI Co. I3 ,1/. % 4 roPA�rt J" - O / T + ' eT. C zr. -% to+O M-I �'� + b fN `I �} c b�." 7Lirz3 - L a+ I T, o 00 =ZIo•0 � W� _ , • L Z: .e sv. , GE..NJE W Ai NOTE__ • - i N L .= 2o B6 T•C= ZOH. '71 TC . �L -93.00_F C. _ ,I t� i!) ; I.!- , OOt� Or :�'1 til INLET T� �,, �� -1' C,, Zi3,3,3 _ 1''ii��• '� C_lJf 'cV l_ I�AT�� © ` 1 P _. - ( l_QC TF_� 1 q i. f,I__t_ �,/OI� IL `��If� 1. t�� P12EFOI�I"1E_D IIV COI�.JFr'CMAIVCF ` ITN THESE FAL_/ t,j5 AIII )L•-� .e f I . - : O. - ` ± - 7` IA��FT , �o i oDE G IZ L �a` W"T' T14 - c_ITY of -71GAW CITY ) r�k_ -r r - i--; n ' v� r;. ��Z• z = r It28 8'7 C,L,hCI�.. �-� Ch Ch.� -. _ �,._,,,,,..._-_• H E D ( ) STAND D_5 . I ►V HE F_YENT �. F A ON N �U I z \ TC ?_IG 67 o y FLICT BE TWEF_N THESE FLAWS AIII THF_ CITY STAN D4ZO5 , THE C►TY LID I 7� ;Ni-frrm, / , \ 0 O 5ti°47'31" 197.55 188 , I' 181 .60 NJ -z7 3z O5 -W 5TAkQ0A2L5 SHALL TAICfE PFZECEI�EL�GE. �' _. c )n , - JO° 08� 2.C" yv 2.15.00' t "')-00°08'ZO''W 128.004- tet' l? ^J� 4 ZG%'?/y-GO mz? a lv 00' 08 ��„ w ISG UO - - - _ - - - - - I 0 c, �QZ�H y7 t t Q �6 IZ ti" I >7, SS' 193. 78 18(6, 10 ti -aro I•i9 �-i1I W 2. Ivo ITEM oIZ PHASE p)= �./OfZK. SHALL DE COIvSIDE2ED C-OI`1PL.ETE _,pJT11_ Q -1,p - 5' - u dl6• �'�} ,.arc G 7Hc e.=� r1aN r c u , II, f r.c. p - L. vi " . p �; ,1 ( i \ O+ 30', 3" PG2 Cr�S��ri�� -�o b� p�.ids J y9" 2' -,'(J7" :;'0, )L')' Bro.L.S� %33,, 3N -ZS' :�c) Zro'=E ACCEPTED BY TtiE G►TY AICD THE ENGIIL) EEIZ. 1D • �- I / ,I T.C =Z 15, 8 1 ^ �'G } J 3. A L-Li '"1ZENGH BACILFILL MATE�CIAL AND METHO[75 SHL�L L �3E IN COIVFOEI' iA.�CE__s _ _ + ~5rr.� WITH THE CIT,I 5TANDAI_C�S , y/ �_I +O I P C(Z 0 7 U-Z (� , , /esti I ' ti�'I 3+ 29Pc� ` TC,=215- Z Imo' �I. ALL PEizrIITS ANU LICENCES NECESSARY 1=ofZ THE PROSECUTION Atip -THE_6F IJQO � �p C 2�5�6 (� T.L.= 2.1 O,6 3 % gT.G.=Z09 `5 k=tJ C' ti#89 I 13F-C- - ��'1� G01�1PL-ET101I OF THE PIZ_OL- EC•T SHALL 15E SECUV_F_0 AN(� PAID 701 i� T- � (� eW J �j ,- '- + 38 PGf� ° Q r�v[sTArPc.,�• Cuf- iF -reAI0 S- GRAtE Tc 1'aQA��t l ('�'�g THE C0K)-rZA,CTOcz PP-10Iz TO GOt�� MEN) C.11I COQSTV-LCT OJ s•r•= 2c�1• � ,� {ZT, rC.- !� fOOG.L.TC 10. 32 F I1 l� �07•� G Q' �, 1 N . y u1 I� \ C " ti rE�s .3o P,P T.C.=Z/3•Z3 C _\")► .�G� I. �� I 0 ti O+ 3g59P 5. P21012 TO CO^�IME-QC-IUG COIJ5_rV_UCT101I THE COIvT1ZACTONZ, 5HALL Bryk% � � � W f O �! T.C,=2.IS,7 NOTIFY ALL F-"EW'T1QE_fJT COMPANIES 012 AGENCIES WITH UNGEIZGf�OUND��' .% �! �' II ' I ; rti` ! � o .11 Q 2 M ) 1111ft dH►all" fK 1f0ttSIEO F A C I L 1 T I E 5 I N THE P 1Z0 S E C`c• f�IZ EA 5 0 THAT S A I p FACILITIES M A Y �k IYt��{� 0� yn til. a a^b O Q " v 4, 'a W --'`fes f11N1i11IIIO An Y/fM1001Mt7MN BE AC-CU IZA7 _L' LO GATE C7 . 1E • POWECZ , GAS , 7 -LEPHO NE , wtiTElz. 0 o a ►: . J I . T,C = P-09H9 _1 1. TL --._i0 . �5 SAIVITA�Y A1Jp 5T01ZM SEWE(ZS , C v p a 4, I,' k, 111 Z• T C z,I O . L-4 5 a ammmumm- � 0 3 ,v ) k Z. T,C. = 209.8`+ 0 k) 3 41- THE LOCL�TIOI�I OF EXISTIK-)C-s UNDEiZGIZOUI,) D FALIL_ITIES SHOWN C) THE �I ll 1;. 0, vI . . „ 3, 7 .c, = ZIO. I "7 I ,T - =zlo . 3ti PL4Q5 15 FOi2. INU;=CDZ ,4I)r� ONLY AND 1S NOT GuAp_AIVTEECD TO E' F - � \ S 4� 1 ' � Q faCCUIZATN.= , -,tiM 7. I►I` DeTAIL.5 Ar_.)l) TYPICAL STE,EE.T SECT10K /'" Z (-+j m k ti.• ! 3 I 11.1 f GF G. �,/rC� // Z' ii-[ _" " 6-14--C' J rte: `S N t.-.v..•i 1 C ,/ :., /� a /""/,ry ��iDLAT)o _ ci 1411 je;vea �4 rc-�r /.�� i.�c� s� �/� L��r_ a /O 'I Lll'//J, E'."/ �.../� s,�/F �irycs 2%�- // / / / / �/ / / 2 CS.'V_ I y 10. 8,cyde /oc `,vJ.h:sdr '-.7".1p'- sti'sIl '&- �.-Y0•..'dc/' JT :7/s/ ,,/' C'C, /ru.•,.S A-,, /'Ic '"_% r+rhrrns (PLAT) 1 --- - - -- ..- -- - - _._._ -- - --. -- _ - - - -- - - ___---. ___ _ -__-_ -- ___.__ .___ __ ___ ------.-- - - _ - _-. ----- - --- ---- - - - __ - _ -- -- _._ ___- - __.T _ - --_. . . - _._--- --- - - - - --- -- _ .._ .--- - _____ --_ .. - ----------- __- -_ ._ .__- -- _ - -- - -- - - -- - - _ -- - - - - - -- - ---- -- - --- -- - ---- _ _ - - _ _ - __- - - -.-- __ .- . -- ----- ----- - -- ____ - -- . - _ - - _- - -- _._ _ -- " � } _-_ _-_ , -_- ____ -.--.._ _ _. --- -- -- - - - _ - - -- - - _ --_ ------ _ - - ..._ __ --- --- - ._ - - ---- - - ---- __ -_ - __ -_- -- - - _ - - - - _- . - __-- - - _ _ . _�L. - - _ _ -- - - _ - - - - - -- -- -- - - - - - - - -. - -- - - - _ - --- -- -- - - -- r. - } - -.___ _. __.__ ____ - - - 1- - - - - ___ -_- -- -- _.. -t-- _ _ _ -- _ _-_ _ 1 --.__ -_ — _ ... - ---- _- ._ __ a � . - - - ---- _ - .-__ - _ - -� _ --- - --- --- - - - - ____ . - 41 ; P_ 7 . Y' .-__..._- . .I__L_ • 1 I _ -- _ ._ - - -._._ - - - . . - _-- __ - - - - _ -_ - c� _ -. -_._ __.__.. _- __.._ . ---..- _.. - __. t-O r- -- _ - s F t•1 _ J __:::� -t-"- - _ _. -._...._ �_-.._ -. - ___--- .. ----.-------. - __._ - - _ I _ — - -— _ - - --- - _ ___ I _ .- ---- _ -- - -_ --� -.. __ - .- - - -- --•__ _ -- - -- - -.. ---- ---- _— - _ _ - - - _.._. __ — -- - - - --- - - - _ _.__ _-__ _-__._—_ _ __ _- - . - - ---_ - -- - _- _ - --- --_...- - - T t-- - _ - -- _- -- - . _ _. - -- --- __ l - -- - — _ _._ -. --- -_-- _ : _ - -- --: _.._ -T- -__-- __- - _ I . - - --- t _. - .. -_ - - - - _ _ -- -_ -------- - - - -- -- -- --_. .- -- ____ - -- - - - - -_. -_._ _..-._ ..- -- -- -- I -- --- --_ i - - -. -- -. -- --- -- - - --- ----- _ - _ -- -- ---- ---- - 0 -"- - -- - - - - -__ - -. - --- -- - c_c -- - --- -__ -- -- - ___ --.-- _ -- — .----- ---- - - - --- - -- _ I �S --- _ - _ - -_ - - - • - - - - - - - - - -- ---- --- - - - --__ - - - 4 - _ - __- -_- ------ -- --- - - _ _ _ -'--'4--'-- -_ - --- _ _ - 3 _- --_ - - _ .______1--- r -- - _ _� - - - - -_ __ - -..- - - - - ' _- - .- _... _ I -- -.- --.._._ -- -- - _ ..� - -_ -- - _ --- _ ' - _ _ - -- ___ z _.__ -__ r.tJl - _ --- - _ --� - - ---.--------.---. - - - - - - - T____ _ . EME -- - _III _ z 1.5 _- -- -- - --- - - ---- - - _ -- __- -. . __. -_ :_ _ - -__ ___ -- - _ .---_ .._. -- - -- -- - _ --- -- - - - - _ -__ -_ - _- T ._ -- --- - - s _ - ___-_ - - - - - - - - - -- - - _ IV _-. - - - -- --- --- _ _ �. - N , ____- __ - - - - _ -- --- ---- - ct - - - - - -- - _ --2- _T - -t - - � -- -- - - _ -_ -j- - -- - __ __ _ ._ . _-.. ___ 11 nj jt 3' Io _ -- - - - -- ------ -- - ---_._____.._+_ - _ v + U _ - • - -- -- - --.---- - _ - - _ - - - - -- -- - - - - --- - ' - _- __ _ - -- - - - - __ - - - --- - - - -- - - ___. --- ____ - _ __ __ _ - __ + - — -ON - - - _. - __ - - --- - - -- _ __ - z _ - IO y� - _ - 11 -.. _-_ - - -- - -- - - - -- --- -- -- - ___ -- ---- - - _ - — --_ -- -- _ .- - - - -- --- - - - --- - - --- T�-- _. _ - I --- mwI -- - - - 2,11 _ _ - - - -- - -- •- ___ _ _y} f_ 6V C Z2 7, 749 _ -- -. - - - -- - - - ----------- -__ _ _ - --- _ - -----.------- _ -.. - - - - 8 - - - - - — -------- - - - - - --- -- -- -- -- - - - - - - - - -- - -.-- _ - --- - - _ __ _ -- - - - - - - - --- - - pf .- --.- - --- -- _ - - - __ - ____. - - _-_.. 11 S - --- -- - __. --- - _ -._ -- - - __- - ---- __ __- - r_ -- -- . -_ _ - __ _ -- - - - - -- - - - _ - - ---- q ___--- - -- --- - --- . - - --- - - -- .I L - = - _ - _..--- -- _ -- - ---. �_ --- - - - - - - -- _ -- - - - - - _ - ------..--.. _ - -- --- ---.-- - - - __ -- -- -- _ - - __- -_ - -- - _- -. �_ ___ _ _ - - __ c _ - - - _ -- - ----- ..-.-- -_ - .-. - LE� -_-::D - __ - _ _ � - _ - -. -------.--. - - III, �.�... _ __ _.. -_. __ _ -_--. - {4�9 - _....� _. _ . .. - -r- _____ �-___. ._— __.-- - _ ---- - -• __._ _ _ _ _ _ .__- - - - _- ..— � - ___ - - —__- .__ - .�_ __ _ - - _--- _._ ._ .—...-_ - --- --- - - _— I_Q - - - _ _ _- -- --- -__- -.__ - '- __.-. - -'-- - _ - _ ____ -___— -t 2 -- -- - - _ — _- ---- ---- - — - __ -.--- - __... _ __.__ �w --- - �-n - - - - --- t - . - - -- - - - - I 1144 - - -- -- - ---------.--.---.------- __ - __. -__ .---- - - _ - - - �} - 11 -- - • -----•- ff) -- - - t9 - .- - - - - -. _ _-_ __ --- + -- - --- 4 _x - - 0 — - - _ _ _ __- __- -- __.- - ---- -_-- - - -- _ ------_-- _.. . _ - - - _. - - --- _ - -- _ _ _- -- - - ---- - - Q ---- - �} ___- . -- _-_-. -- -- --- - - -- ---- - - - _ - __ - - __ - _ ___ - - - - - -- - -- -- - - - -- _ - _ - _. _- _ __ N i _ -- -- - _ - - _._ _..._ --- -- _ - --- - - --- --- - -- --.. -7__..__ --._-_..- •_ - - _ .___-. - _-_-. .._..-_. _r .__..__ _ ._. ^ _. _ _ - - _ _ -`. _ '4. V-___ - _ - --�' - ----� - _ _ I -- f--- - __ '' -- - _-__ - _ -._ .._ _-..._._— - -I - __..._.._ --... -- - ---_-� _ __ REFERENCE INFORMATION AND NOTES: DESIGN r-,'.) z i z o N T A L_ OAT/--A,I - ��U PI "1 E W_' F I F-L_ID P L,I 3 � � S )i , fWs W H T'-1 A L_.. A T I I\.) CA V E= l _O (='M F I�.1T l_0, 5 U. - -1 "l E Vim'_P- I E L D - PHASE �. SCALE ' .-" v E r-r 1 C F�L n fa 7-',J I� r o -r ,�ra EtiI / - �' ; 15 3 O D S.W. I I L ` Y' ClC L 5 C, .- 1 c , TRACED /,V Fo L. Ir>, T S S JOB NO. ' .:' + 1 `T'IGAIZI , OIZEGO ►J 9 ? a2-�, ' 5'T Iz E E T I I� , a �' o�� E I"1 E N�r 5 O �. ,r"� f CHECKED SHEET REV DESCRIPTION SUB. APPR. DATE 1 I Harris - McMonagle Associates 1---" L K) f� PrZ' FILE . r I:_- , � � in �; :'3,,,/`"7� ,., -,.�..�. �.t_UF� � ; -•.qk L'� 0 + OO TO I(O + ? 13 1. -- k •!r! --.- .r• ENGINEER., SIIRVFYQRS 8• REFER TO TRACING FOR LATEST REVISION � N�� DATE e_ 8905 S. W. COMMERCIAL STREET 11 TIGARD, OREGON 97223 OF w I _ A ® C la E F G H -- 5!.1MMEFIF Il=LD Nfl '? - - - -- --_.....- _.. __ -- _ __ . _ --- ----.__ - - _ _- , y ----- - . . (JF '?' 11 1 40 . ., .,..�.x, it.::.,. I ♦ - I .` �� _. •.._`. , . - ,s �. 4.-..p IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � �-" �'',,,�-+-- v � 'nWL+..r.q*ltiY1'I�' --_ - - - �. N1 IIIII I11111111i1111 0p 1INIIIII�IIIIIII111IIII 1 (111 IIIIIIIItIIIIII 111111) �IIIIIIIIIIIfIIIIIIIII1III1111111IIIIIII1111111I1111111I111III IIIIr1111111111I111111111111111 »,......w�. � ' 1 '_ � 1 " 1� ` ,_ I 2 3 4 5 6 7 13 8 1�0 II 12 1 1 NOTE: IF THIS MICROFILMED ��--�-• .-._, i - • DRAWING IS LESS CLEAR THAN I THIS NOTIC v TT IS DUE Tr, THE QUALITY OF THE ORIGINAL L A DRAWING. ---.--___._._ _ ---- - ------.. ____-- OE 8Z 9Z tz 9Z Sz fz EZ zz Iz Oz sr of LI 91 1111 f►I C1 zI I I of S • t 9 SI- ��+ Is EI z I'l•k'" ,,,r•"'""�� ►11114!IIIIIIIIIIIIIIIIII1111II11II1111111141/111011I1111I 11111111114111111111114"I111111IIlulnnllllllifIIIIIIfill,IIIIIIIIIIl11111111N mdf IIIIIU1i1111111IIIIIIIII11!IIII(IIIIIIIIIIIIIIIIIIII�IIIIIIIIIII11111IIIIIIII111111UIWIIIIIIIIIblllllllllUIIIII111111IIIWIIIH � 4,, _r �� JULY �D I . • �pa 19 9 2 . .!' wr. . -__."-^"II--.I _- T - I-I .,-?--I--'' . �L _�L' '" .....r.�.�..!..-........e_ ..._ 1 .,.+'1 r��T' I 1, 'L_,�a f; I Ike rYIe A B C be- -4 r ` 11 , rfr ��,, e,.� .�• f f H �. LURVE QATA _ __ C O D E n F2 - - - - ----- - - _ - _ i I ALT -- - - --- - - - .3 ��,. BATTL I< 2D / n J + r . L. L h C+1 B I _— -- ----- --- -- -- - --- — — -- L4->.S � /ec�:7cl �L•'vii.. /'Nr �-r� f `�A T L_E c(c, 7 )00,00' 8 ro. S E3 . ro 3 N -Z 5 5 Gro -E L� -- `---- wS, C'��, A P Tc 1 �-� E%W 3e 33 3-1. 1'-I 207 5 +57, 'AH Q - H5° 35, 39„ F p -- _w_ -- -------- ----- --- _ - -- --- -- - ----- -- - _--- ! t_ , O + 3 a . I "I P L?C. " 15 + 5(o.9a P 2 G — � --�- —-- - --- -- -- --- -- __. < ~ �9 Jc� OG'UO IZ5.U0' I�7Ca. 3j 17G. '7E3 Q -ILI° Jr�IW T,C • Z30. 13 Q^ T, C = ZZ�. ra? I {ar �J J� .r� �LC7 I .` eu..t sk'R 5.W, t A k E 5 I D E D R 1 V I ;PC.; /t�r �I.��_• .! -_ Wa"-.e S, ... L Ilo I I!o _ J_ 2 •O .'i 1 �c'_8+0S, LI I 3 L-100 L--I I I L-I I � TG.= 2.15 07 s �'C.=215,07 _ �a L12 � 0+ SI.1? P. 0 \ `� � . DgIVEWAY CUT Z.TC.-213,80 T.C.=z3o. �y � 'b'o1. cod zt £35 _ i01ZIVE�n/AY CUT Z+ F35 IA 36 / '\ '„� -------------- AROUND IZ A O. T.C .= 1c Z9. 15 A 1Z O U IN D r2 A ID. T C. = ''-2 7.�0 2 y c- I y �o `-1 Z 7 3.T.C.•Z.1 a L-i'7 0 O+ a2. IH PC x', 56 ' Ile1� D - T�+--�-- , H i --- I M I z7+ tiZ.til r zTc J.W. S J, MEZ_F ELG) L.T, G i. TG=?.29. O T.C,•Z 13 2C z+7I.GG� 2P TC- 227, N9 . ' 2+71,00 pp y0 V In R =c` � 0'T ly' 11'i' TC �- • /41, ,I'•1 TC _ >> - 1r7�o, 30 a- ,P. � �� X17 =ZZ I.OM • c. ._. v= y 7 0_!, _3 9 8 V I 1--1 10 � I - 3 7 T.C, =Z Z 0. 17 �C-?-11' _ 7 n 18+2c>. 7Z PCR T.C. 'Z29. 95 -- G1 18+ 53. 3Z ,AL'�� G.L'�I:'GOI� l�Fe- I I _ � , 04,00 L.-.KE �E r`' — - 1 r' T.C.- ?Z�. �3 I I T.C_ =Z2o 7y . I-- NJ-g9° 5'1' 5(0" E 17v. 3c ' � - DIZIVF_\,VAY Cu Ir_ TI F p+p0 / Q; y ` ��r rJ 7� I]T 7- C. P__3, i 3 1 TG1L+��C`� PeJe��✓ b` 397 n ► L-I �J t�. �-1 Q `-I ��s �� J+ ' 0�0 I T•C ----- ' 'r C, c• 7 / ... 1 e 1 . e�' .�I alo QI L _ 0 I ,T,C._� 13.07 r 1 f� (nw 17 +(oy• -11 P �,C. I ( I I, Ul 2, TC.-2.13. 59 ito + 7f^ 13 P. W_ C d T. C,=ZZc), cN 39 �o T L_ IO . �- V (� - - 0 1 0 a ( 3,T.CtZIW, 17 I ° 0 , T.C.• 2 2 9- u o '-A c'3 �-I Z Z I Z 02 .6• J � C) �`1 1 � - s'S c� 395 ',' \' - ��• X16' J,? ? = { --- �6, I T:c.= z R.zo L-I 0 �-1 I .T,c--`- o v I I G, '--i 3 T..C• a .3 .01 z,T,G.-Zz3. 08 �,� 3 3.7.C= 2r_'.7. ElS - I 3.T. C,=22.3. 01 I Z 93. 2-H ,QLET 0t 32,57 Rf2G , 0+ 3(0,00 PICC 0+3(0,00 P2r O*3 .00 �'� v �-- \. T.C.=z2-7. 8� _ - -- Z4 + 55.O�o = ?0 nn = 7.87 T.C.=?.2�. ►ti F_� T.C=2z , iy 3 9 y W n1 r �Ge- L-1 O(p \ nlt"As. IN T _Zi I I I re a 41;7 �g G.5 I ,jl =`70 E o J b a' i o �C)OO �• 2 p� e - Zti *O3.ocv PG 3 zz8.3� -`� -•w ZO+05,93PF,C z1•37.h3 P� � � - ',`� - -• � 5 TL, - - �K , � TC- cls .?.7 10-`' 023.37 � � :� �> T(- ao InJLF-T C F.. cJnr 2GIE 03 _ S.W. LAK-ESIDE fDF�. ( 3 —� �e 1 �� I Gc�. Z t 11 = - �09•�� 2 U-7U ••-...E CrJN� T. 'y I' Iv -89'5H 5e, E00.00Gr �u _ �� ir,s� �� •rS� d y0 c'_4 3 �I Pi2C F n ZZ _ _. . rV_ •-690.59 '5 E _ O 0 .,.20. L� + -71 a73 I}I�(� -78 . 18' ,.)_ _5`�'� '� _ ^� c`.d' �L= O 5p 0 TC� Z1 ' •`iG - 2 X I �t 71.93 P1ZT_�� O t 00 r.�L_ET X31' �" _r '�- 0.o �oU TC-Zzz y9 E= ZI^, 80 TC- 3�U z0 m S.W. ALDEP_BPC)0i< CIf� TC = ZG7, (07 y SW. OAkT2El_ LAQF= � J z2+54. 1 P12G ZLi+ mora. BL �� ro�� SEE SE-1T. FUT UIZE CONST -Tc.�zr9 TG= 218.33 TL zlz,3y cpN - -— - r1 j - - - - -- -- - - --- -- - -- _ - - - _ z -- - - --- -- - - - - -- —- -_ --- --- — -- -- ----- --- - - _ - A= _ --- - L li. _ - - - _— ---- - ---- - - -- -- - _: - - - - - -- - --- - _ ; U — Pi - - -- _ t e _ — -- — — -- if ��"��•• 1%4 1TV t� - - ---- -- - - 3 _ Z T n - s--- _ _ - - . - - - - --- - - --- - - -- -- +� - -- V -- - -- if QVJL�_ a z0 _ - _ _ - Id z _ --- _ _ in - Am- --- ---- --- -- -L 2 Z-5 _ .>r-t EN4 --_. - - - -- - - -- --- - -- - -- - -- -- --- - - - --_ _._ kfi - -. -- - _ — _ r _ =. — _— - 144 fL ad REFERENCE INFORMATION AND NOTES: ')ESIGN -r•- _ SCALE , b k E 5 H E E-T- Ivo• I FO i _jF. ry E IG A L tv O T F_S � �-� I , A i I Imo; 17 ,�, _ 1 �.�..I _ C CI, `1 U M i`°`) IZ F I _ D - PHASE �L H o HOIZILON�-AL L7�ATUN - r l_, r-11"IERFII-LIO SLATS 7 ti' 6 C�j`�'plel * ^.' TRACED X11 1 J � C�Q �� /✓. I (p TM �� . Pl T� r E, - �' � F2T, I 9210 TI GA �� r C� � F �� 9 '? � A � 7 , 8 ,tee No. 5 ._ VEIzTIGAL DATUM - C.TY �-�F TIGA�(D usC;� Cis c. } 7- 1r lPZC-)VEMEIVTS 9 L., CHECKED Harris - McMonagle Associates F '1 n, ►� � PZ0FILE SHEET kEV, — - - DESCRIPTION SUB. APPR. GATE ;s ENGINEERS - SURVEYORS Al iUERBRC`C`K Lit\ E. I Cot 76 A Z TO Z$+$3•N I REFER '0j IRACING FOR LATEST REVISION DATE 8905 S. W. COMMERCIAL STREET ALDE2BEOOIc COUP-7 TIGARD, OREGON 97223 A LCD EIZF�2001C PLACE s uMr'I E 1ZF I EL ID l_. ��u �r of I A C O E F r4 (:1F .047 ._ ' -..,° '11�111�11111�11111111`1IIi111141��11) 1�11'III�I II'i� ' � f111 II 111�I�IIIIII�I111111 IIIIIIIIIIIICI�IF�11111111111�F11111111= is11111111111111I111111 I111111111IIIIIIIII111III1111111 1 � NOTE: I F THIS MICROFILMED I 2 4 5 6 7 8 9 10 I I I Z �, _ DRAWING IS LESS CLEAR THAN - -'�` THIS NOTICE; Ir IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 8Z LZ 9Z SZ fZ EZ ZZ Ia OZ 61 BI LI 91 51 --foI CI - ZI 11 01 6 9 1 9 S �/� b----E- 1""►'" ` l,I11111111111111�IIIIIIIII�IFjI11ii111111 1JIF�1111111NI1111111111N1�Ir1/1�FIFt�IFI111111111111IIluul III IIIIII III IIII II IIIIIIIIIIIw1n11111111i1u11u11111hy111lIIulnullnLluulu11111n11u�1�1 111FllFlFllFlFullIm111u11ull1u111iuluuluu�1111u1111111uIIIwInH • JULY 6 1992 I JIM CITY, OF TiGARD- cl,N ��t Z CA�1 4III.4 S K L �c� J _�--.2-e- _&.t s =Qof.. c,. DATE REFERENCE uROSS DISCOUNT PREVIOUS BALANCE R E M A R K • AMOUNT BALANCE F ,I tuner '.i.elcl i lat 7 & t3 I PLEASE DETACH THE AfTACHEO CHECK THIS REMITTANCE ADVICE IS !N PAYMENT OF THE BEFORE DEPOSITING CHECK TUALATIN DEVELOPMENT CO., INC. ITEMS LISTED ABOVE 16300 S.W. 118TH AVENUE TIGARD,OREGON 97223 __-_. MMM��10IRML111116jL1mMELML�� ,l nO D o nS I ' I m Fn 0 t I y d r p�� III I O O O �' O O O r C In _ ui r n/ N 0 D 6' O • V Q O O V t c:. �; •� O q H n r M O •t a {� t: :% N. r •� fl O d O O C O t=i CL a O a cD O iY O � • O C J O ? 0 O W h K N N O Q ~ J (j�11�1111;1111�111�f�jf j;IIIIIiI�Ihhld�hlllilJllll lill cp 4' p ;:� %&- jr O W cx j4 v N O H Q► CO �— V► e nl I I m � ° a]] ju Q � ~ p �1 Z ONJ, ..�..J� G O W p V \ Ln I - , w f v o ��i,I w i(� o -' z a C7 W W a w W v n O l a U u W W Q rn S N 2 W W U O H c� Q O r� W O H- V) r ` 1 r c I ' I I H'CCEDURE FOR CONI:U;.TIN::, A:]C'F1?TATTCE T--ST 1, Clean pipe to be tested by propelling snug fritting inflated rubber ball through the pipe with water. 2. Plug all f1pe outlets with suitable test plugs , Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, i.u!,e•rt e pipe prohl by t.oriag or jetting, iutc the backfill mateilal rijace.nt tc the center -if the pipe, and determine the pressure in the probe when at, passes slowl, i.hrough it. This is the back pressure due to ground w+►ter submelgEnce , vet the end of the probe. All gauge pressures in the test should be increased by this amc•lnt. 4. Add lir slowly to the portion of the pipe installation under test until the nt:erntil air pre-sure is r.niced to 4,0 psig. 5, necl, exposed pipe au.l plugs far abnormal leakage by coating with a cn ip ..elution. If any failures are observed, bleed off air and make. necessary i epai rs 6. A.•i:ter an internal pressure of 4.0 psig is obtainea, allow at least two minute.. fLr air temperature to stal,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 psis, start stopwat:h. Determine the time in seconds that is required for the internal air pressure to reach 2.151 psig. i..i , time interval should then be compared with the time required in seconda as compu:ed on rever.sE side of sheet. 9. List size and lenge`► n1 all portions of pipe unrler test in ta*11i to one sh,mm on Leverse side of sheet, 10. By use of nomograph, compute K and C. Use 6 ani Lp rE.el 1': C, and enter these values in the table on r.e�rorse side of sheet. 1.1 . Add all values of K ar:d all values of : it i:'pe un.dar test. 1.2. If the total of all C vilues is less thah ct,e, enter the total, ci :,;1 K valuer into the space for "Tire_ Required ir, Secc ► ,3,t. " 13. If the total of all C venues is greater. Ilion one, 011- ide th � to . K values, by the trial of all C val.urs, to gat t-1. Tc :nal'(. tuts •'.,. i t�^ the nomograph, use scnleo C and K, and reao ty, S r III J.!111111.111111 ItITj 1)11 11111 1- m Mp $ O v iG T, Gpn m h O O a it J a iPTI I c�a� y: '�*er*rT� O oa o n rn�r m>��r►''rrtnrmO��i .tramo , 00 /o C InC0w AL N <g�€O o 0! m00 co xO. <t � = Y O 4 Or c J O O .j '� •_i �� .i O O O O O in O `� Iw 111111101111111111 II1I11111111111111111 wJ,w i, a M- cr O W I ` } W _ tq y� NOD , o i U �_ tl NO NJ ♦ ♦ �., O 0 ~ a L) w F N o N O a 1 W w Q W w o, o w W U W W Q. l �� V1 U 1— H• ILJ N Z Z W M o ]� W L ` T w �t PSCCEDURE FOR CONGUCTIEG ACCEPTMICE TEST 1, Clean pipe to be tested by propelling snug fitting inflated rul,her ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace P&ch plug securely. 3. If the pipe to be tested is submerged in ground wat.el, i.uSert a pipe proh,� by t.oring or jetting, into the backfill material aljacevt tc the center if the pipe, and determine th^ pressure in the probe when ai, passes slowl! through it. This is the buck pressure due to ground water. submetgFnce over the end oithe 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 : tuternal air pressure is raised to 4.0 psig. 5. ".heel: exposed pipe and plugs f,)r abnormal leakage by coating with a soap solution. If any failures ars :observed, bleed off air and make necessary t:epairs, h. After an internal p►:easur.e of 4.0 psig is obtainea, allow at least two minute: f;,r air temperature to stal,ilize, adding only the amount of air requirad to ,maintain pressure. 7. After the two minute period, disconnect air supple. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 7.5 psig. i..i� time interval should then be compared with the tim^ rp-11ired in seconda ;as c.ompu ed on reverse side of sheet. I 9. List sizi and length ni all portions of p1pe un:'-r test in tF'il '. >,. to cne sh.3im on reverse side of sheet, 10. By use of nomograph, compute K and C. Use nnnies 6 aa3 L, reg.-1 ( C and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of C fci: ,r.'lie u►-der tea'-. 1.2. If the total of all C values is less than ct:e, enter the total c,. 1 K vnlueE into the space far "Time Required ir, Srcotid.t." 13. If the total of all C values is greater. tb,m one, divide th � t�,_: K values, by the total of all C values, to a t ti. Tc make. this i,• ► t the nomograph, use scales C and K, and retia ty, r T r R9 IT 77t 4 m O° p 00 l� si Ct V O C M! to rj 0 Q P�1 .L O Q C a 8 g ° .► r, 1 Y) !) y� ..f C C N O YOi f hl N Q x 0 �1l11�1 ��I yet O U r� J G G' C. O I""�' 'I'�I J n01 m ti b Y7 f ' L d O Q 0 Q I �P n oL = Y p O _ � O h O n p O O W a "! N N in O c" �IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIItI�IIIIIIiIi�Ih1�11Ghlihhli�il cr llidthltlilill�llllllili�ll V j` O w v W Jl V j '° � N 2 I N a Q o t m M, o C) U w f in Q O Z W z . J IV Z H p N ♦ o Or o v~irn p Ufa N a or w w z p w w a w O W U a v o w w a w � 1 A Q V W H uJ ~ I W v O O cn a z z v o f "Ile r' r I PCC;EDURE FOR CONEUCTINC ACCEPT.;"CE TEST 1, C'.leP pipe to be tested by propelling snug fitting inflated rut',er ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace oach plug securely. 3. If the pipe to be tested is submerged in ground watri, i.urert V pipe prob? by Loring or jetting, intc the backfill material aijact:nt tc the center )f the pipe, and determine the pressure in the probe when ai, passes slowl, through it. This is the back pressure due to ground wateL submergence ovei the end of the probe. All gauge pressures in the test should be increasel by this amount. 4. Ad-1 air slowly to the portion of the pipe installation under test until the )nternul air preisure is raised to 4.0 psig. 5. ",heel, exposed pipe ani plugs fcr abnormal leakage by coating with a soap .solution. If any failures are abserved, bleed off air and make necessary i-epairs, 6. After an internal pLessur.e of 4.0 psig is obtained, allow at Least two minut(-, ; f.r air temperature to stal,ilizc-, adding only the amount of ,lit rcyui.rod to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres:;ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure I.o mach 2.5 psig. T-is time interval should then be compared with the time required in sccond3 as compu .ed on rever.sE side of sheet. 9. List siz � and I.engt.h nT all portions of u- '• r test in tr_'` to one sh-mm on reverse side of sheet, 10. By use of nomograph, compute K. and C. Use 3ef'.es r_ and L, rs•a! I' i �y and enter these values in the table on revarse side or sweet. 11. Acid all values of K and all values of C fc, ):'lie u-tider test. 1.2. If the total of all C v,ilues is less than c t:.e, enter the mta.1 c. . 1 K Values into the space for "Tim(- Required ir. Secuudn, " 13. If the total of all C values is greater. than -)ne, divide th, t7L:r ,.�7 :. K values, by the total of all C values, to g>t t 1. To make. this the nomograph, use scales C and K, and read ty, i Mm III fill III I 1. r m o Yvi o v W� O on o 0 n v b C O C' e r • ~ � f I � QTIP 8 O O O 1L O S. �� ♦� F3 C y C O f' M N U ♦ w N O Z O I r�'�rT��r*�mrJrmJrrrt�rn�r�rny��-*;�Irrilrrrmm�m�n . n 00 n N v V.V. �, u o a ti I n r N e O ° O O O O O O WW CL A Q ° cr C� x 0 O < < � v � O O Y M ° 0 I~ 4 ° l o° O O O � F" Ulul'' IL�lllllllll�IIIIIIIII�IIIIIIIII�iIhl��li61�IIli�II�IIIIIiIII�LI�l�lll�l�l�� I I I 'Q � - I��illl � lill � ilililll I F— a `►- cr /-- w 1 J v U cr. o (U O \� Q r C IO p N �; rn I o CJ >- I ` ca o -�.. � U Q o o z. W Z a .9 �y ►- oo o 0 w .�1 - — t17 C�� w w W 1 ` (� I a C] Y N — rn v I z W W I a W O�\) U C) J O Q U n ,^ W Q rn I V' l� It W W n� 1�l Q W U O O w 1 ,`f f- N Q Z 2 O J O H i, 't-A u r� D a i I PPCCEDURE FOR CONDUCTING ACCEPT:.i?CE 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 s !curely. 3. If the pipe to be tested is submerged in ground wat:ei, i.nsP_rt a pii.,e probe by t.oring or jetting, into the backlill material aijaccnt to the center of the pipe, and determine th^ pressure in the probe when ni, passes slowl" +.hrough it. This is the bavk pressure due to ground wrttel: submergence ,wWt the end of the p.nbe. All gauge pressures in the test should be increased by this amount. 4. Add ,zi i: slowly to the portion of the pipe installation under test -irtil the int:errial. air pressure is raised to 4.0 prig. S. C;hecl, exposed pipe renJ plugs for abnormal leakage by coating with a soap solution. If any failures are observed, bleed off air and make necessary repairs: 6. Af:cer an internal pressure of 4.0 psig i- obtained, allow at least two minutt.. f,r air #*.emperature to st:al,ili2ey adding ortly the amount of air required to maintain pressure. 7. Afr.*r the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start topwatch. Determine the time in seconds that is required for the internal ai , r' oEsure to reach 1..5 psig. T`ni3 time interval should then be compared with the time required in seconds as compu ._:: on reverse side of sheet. 9. List stza and length of all portions of pipe un 'cr test in to one shawn on reverse side of sheet, 10. By use of nomog-.aph, compute K and C. Use nrt' es a aad L, res] I' and enter these values in the table on re-rcrse side of s,ic.et. 11. Add all values of K and all values of C Lc , i.'lie ui..dar teat. 12. If the total of all C values is less thai, (i.e, enter the :ot.at ti L K value: into the space for "Tim(.: Required i.. 13. If the total of all C values is greater: than one, divide th to'. is values, by the total of ell C values, to g,!t ti. is make this the nomograph, use scaleE C and K, and read t.... EELMRMLMqMLN I, Tt 11 1 Moa O v �Q �' (, r_ ? o nM o a o ref ° O N N n Yl N• Y) r., Ml O O a t� M v r • I � u O � c $ a o c o 0 0 u a c, N p . � Z O I TT 11111ITTI 11111PI1111 o L. u ° r ° o a 0 r: a Ci o � o ^ o n � ^ w - O Q O O O C O ry i � k Q cc p at • t 3E O Y C o . Y O s = q O O O O n O 0 O i0 W _ N v •h nl N - _ F' L �lll1W1liW11llI�llll1W11ll11ll1�UjI In I III IIIJIIdlhh hlJlIIII I I I I III 111 t l t I It 1 I t I t I I I 1 I I 1 I 1 I I I� C cr H Q v- cr O UJ I �' N 1 _ o F,Oo(,:o) tr NrZ a a m o a D -j � W � U O y H L- U F- W � U OW O tN Z U) cr. W Z W lY U a W W U O fR Q = N U w n z Q Z 2 W N 4 t- P-CCEDURE FOR CONC;UMNG ACCEPTI.IICE T',-IT 1. Clean pipe to be tested by propelling snug fitting i.nflati.d rubber ball through the pipe Witt, water. 2. Plug all pipe outlets with suitable test plugs, Brace: each plug securely. If the pipe to be tested is submerged in ground water, 1.ueect e pipe pra1,� by Loriug or jetting, into the backfill material aijjct:nt tc the center ')f the pipe, and determineth, pressure in the probe when Iii , sasses slowl' through it. This is the b. ,.k pressure due to ground Wates submergence over the end of the probe. All gauge pressures in the test should be .ncrease9 ray this amount. 4. Adel air slowly to the portion of the pipe installation under test until the nt:ernal air pressure is raised to 4.0 psig. 5. ,heel: exposed pipe an,] plugs for abnormal leakage ba costing with a su'p :;olvtion. If any failures are observed, bleed off air and make necessary repairs, 6. After an internal pt:e_:sur.•e of 4.O psig is obtained, allow at least two minute--, f.;.r air temperature to staLilize, 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 preEsure to reach 2.5 prig. i,.i3 time interval should then be compared with the time required in se-onds as c.ompu :ed on reverse side of sheet, 9. List siz ! and length of all portions of pipe un,'er teat in t-_hi to one shaim on reverse side of sheet, 10. By use of nomograph, compute K and C. Use ncr..es and i,, re-e-1 and enter these -alues in the table on re Terse sidr or sweet. 11. Add all values of K ar,-i all values of C ic-,: ?.'��a uodar test. 1.2. If the total of all C `._+Lues is less t.haie ct.s, enter the ntPl c. A K valurc- into the space for "T i,* _ Required it. 5r.ci . :1.t " 13. If the total of all c values is greater than one, divide th , to K values, by the total of all C values, to gat tq. Tc make this the nomograph, use scal.eE C and K, and read ty, 1., 0 in m O p O v a� sr �' v. 7 tOj MI m O b O ([+ w = V M C., O f7 m U V� v e 111 II Y (G p O Y n O o C C 0 N p a C N .7 O 1 ��I.1�1'I•�•i� � , _ C1 OI m h �p 1n a a d 0 d d o o ° IL d o a AL cr 2 � n o : I iY O Z � 4 O D W T 7 N N M O �" YllII1111IIIIlIIIIIIIIIIIIlIIIIIIIIII)illiillllllllhhldlhhllhlllLlilllil1I11111111 I111111111ItI I MI I I iI 11 11 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 Q J O W 3t r W Ion `^ r w w J V Oco 1 'p �~ QI r o o �2 0 a 1- n l'- a o 9 O U W h- o Zf l q vi �` �' 0 In 4 o C �' t J Z R a (r w n U _. In r.• �- p Y .` n z i W ° Zw w F p 10- U r. Ul w a a in L 1 O_cn w W U h- ~V' w U O O Z z 1 ►- N Z' Y _ • O L� t F PaCCEDURE FOR COWU;i IF03 A:.CEPT"ITCE T:,S T 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 wager, iuSett a pipe pro,)- by Loring or jetting, into the backfill material a]jacent tc 'ne center -if the pipe, and determine th, pressure in the probe when ai , passes slowl, through it. This is the bark pressure due to ground water submergence , vet t•h,_ end of the probe. All gauge pressures in the test should be increase.] by this amount. 4. +.lel nig slowly to the portion of the pipe installation under test until the eternal air pre.3sure is rai.ed to 4.0 psig. 5. necl; exposed pipe and plugs for abnormal leakage by coating with a so'+ :culution. If any failures are .,bserved, bleed off air and make necessary , epairs, 6. A(•ter an internal pressure of 4.0 psig is obtainea, allow at least. two miuutt-:; fir air temperature to stal,ilizc, adding only the amount of alt reyui.rv.d to T.aintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 5.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure t.o reach 2.5 psig. ,,.i-� time interval should then be compared with the time required in seconds as c.ompu :ed on reverse side of sheet. 9. List size and length of all portions of pipe un"er test in t to one sh-mm on reverse side of sheet, 10. By use of romograph, compute K and C. Usc scA es 6 and L, V. "l, and ens,.:, ',.%ese values in the table on re-rerse side of s:ieet. 11. Add all values of K and all values of C fc, ,i;'pe uvdar test. 1.2. If the total of all C values is less than (tid) enter the total ck ; 1 K values into the space for "Time Required i.r, Er•conda. " 13. T f the total of all C values is greater than one, divide the to .? . : , ,.,';. K valt.-s, by the total of all C values, to )-�t tq. Tc :Hake. this '�x 1.,) th the n000graph, use scales C and K, and reao ty, i I �.T M U n o '•' c p Z o rp pIMPm O v v r �T C 1 r 8 C p Cl O p C O r. 2 O `- U � - 0 �- O f Mfg M • O O O O O O O W d p a iL cr _ 0 o ' © Y O r Z v h � © W T m 'c v o n N o a o a ~ WW1W�Wlll1l�WL1lli 61 ,Q cr i C7 - jr 1 O W F- W cn m r , r 1 tq tsl O m C, W � O 7 W z NJ 1,1V O cr 0 0 0 �' W 1 U O in to O ~ N ` W a W W �+ z CL O _ E W 0. W O W F . 7 CL Q `1 a 1. 2 "�I � d• U ~ W I 7 7 ` E N a z z J ` I O t- C v L' PRCCEDURE FOR CONfUMITIG ACCEPTAIICE Ti ST Clean pipe to b.• tested by propelling snug fitting inflated rubber ball through Cie pipe ,sits-, water. 2. Plug all p:'.pe outlets with suitable test plugs, Brace each plug securely. 3. If the pipe to be tested is submerged in ground stager , i.usert v. pipe proh>_ by Loring or jetting, into the backfill material aijacent tc the center if the pipe, and determine th, pressure in the probe when al, passes slowl, through it. This is the bt,ck pressure due to ground watersubmergence ever the end of the probe. All gauge pressures in the test Should be i.ncreasel by this amount. 4. AV zit slowly to the portion of the pipe installation under test until the internal air prejsure is raised to 4.0 psig. 5. -.heel, exposed pipe an] plugs for abnormal. luakgge by coating with a so-Ap soluti,,n. If a y failures are .)bserved, bleed off air and make necessary repairs. 6. AfLer an internal pressure of [,.11 psir, is obtained, allow at least two minut(: f:,r air Lemperature to stal.ilize, adding only the amount of air reyuirod to Maintain press>>re. 7. After the two min,ite period, disconnect air supply. 9, When pressure decreases to 3.5 psig, start stopwat;.h. I►etermine the time in seconds that is required for tl,e internal air pressure to rrach 1.5 psig. T'�as time interval .3hould then be compared with the time required in seconds as compu :ed on reverse side of sheet. 9. Li nt siz � and length ni all portions of pipe un,.'sr te:.t in " to one sha,,arn on reverse side of s.hcet, 10. By use of nomograph, compute K and C. Use srt l.ss d an.i L, r•,:al ?'. and inter the >e values is t}_e table on reverse side of silect. 11. Add all values of K and all values of .' ic', ,�:'pe uodar test. 1.2. If the total of all C v-lues is less t.hbn cua, entAr the r_ote:l c, 1 K Iraluee into the space for "Tii' _, Required In 13. Ii the total of all C values la greater than one, ditiide th , t') K values, by the total of all C values, to Vt ". 'ie :Hake: this the nomograph, use scaler C and K, and read ty; O0 O v jc O �" •V J f9 Ln O O n w 4� 1l N 4 TIT 1111011111 ° eo o 0 0 0 0 c o 2 O ' [fill 177M c) o j c) C C. 0 O .� I O v r A 7 r' Y tQ ti O OP CO ►. v q f M N I' O O O O O O 0. ZW l a , a IL a: c� o < < p � Y 2 0 " II" tI « _ �.) O W `o N o o cr F N in _ O WU!ll11W(�U111�1i;j; ��llllll-Ill�lllhld�hhl�ldl�llll�lllhl�l�l l,�llil l�l,��lll l�l)l1111 111 I L I I 11 I 1 I CD _a 0 0 W W x i r w r W I ct 0 CD 00 Q u p 1 N • t a U U � 41 _ D p J Q � W r o N p ,y s L) o v p o w LU fn N U uj IY W 4J p 1 I~ z CL N o ri z W LJ LY o a. ,IJ _ W 4 C) f a fl U Q W Q N -- to cr L) 41 J c z a s zo z O p — N I �N t— tt PnCCEDURE FOR COPI,,UCTIM, AC.CEPT:'.;':E T-ST 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 teat plugs , Brace each plug securely. 3. If the pipe to be tested is submerged in ground wa,ei. tucert e pipe proh,2 by t.oring or jetting, into the backfill mr :- riel aija( vnt tc the center of the pipe, and determine th ! pressure in the probe rwheii ai, masses slowl, through it. This is the bark pressure due to ground ,antes submezgence rnHt the end of the probe. All ,gauge pressures in the test should be increase-1 by this amount. 4. Add air slowly to the portion of the pipe installation under test until the internal air preisure 13 raised to 4.0 prig. 5. -,necl, exposed pipe an,] plugs for abnormal leakage by coating with u soap aelution. If any failures are abserved, bleed off air and make necessary i:epairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute fcr air temperature to jtabilize, adding only the nu.ount of air required to maintain pressure. i. After the two minute period, disconnect air supply. 6. When pres.,ure decreases to ).5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. i..i,, time interval should then be compared with the time required in second3 as c.ompu .ed on reverse side of sheet. 9. List siz � and length of all portions of pipe un der te::t in te'�). to one sh,nm on reverse side of. sheet, 10. By use of nomograph, compute K and C. Use cedes r_ aad L, rEsl i' `', and enter these values in the table on reverse side or saeut. 11. Add all values of K and all values of. : is.. v'pe u,.ider test. 1.2. It the total of all C v-rlues is less fha ►. enter the total c,. :l K velum Into the space for "Tit Required it, c,r:ce 1. " 13. If the total of all C values is greater. than one, divirie th i to,,r- ,,.• :. K values, by the total of 611 C values, to g,?t tq. is make t_bis :!J.1- the ?.1 the nomograph, use sr_aleo C and K, and retia ty, i e - rpwn COi 0 O 9) JR ,r C, v.. p � 00 on O 0 O O M r.. .:, n• M N n rl M Q O L n t4 .;i �V a n C t Y g 0 p Y ? c O O o o a c a N z O rn to 1•- to n ♦ m N • Ci O O C p = Q. 0 Q u p 0 < < O of O ° . Z H au C - O O T 'J M �' C •, N N 0 O p W � �"' � �(�Jj�J��(,�(j�;l7ll�lllll111(,�f,�,r1,1L1�lhhl�hllllld��ll�lllilihllll llll�llll i 1111�11�l� 11 1 1�1 1 1 1 1 1 1 1 1 � 1 I 1 I I h� C9 cr � a Cr W I �- 3 cr u r, [J � Go rn Lr N All u O N U Q H z N• V�n w o �,(� wuic�vi N I z wau v► Tw � nn ww an O iu Wa aa cn w w w J w I U ~O O Q z z n w O J F. �� t I PRCCEDURE FOR CONLUCTIF3 ACCEPT .t10E 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 pugs , Brace ,-ach pli,g securely. 3. If the pipe to be tested is submerged in ground water, -.wsert a pipe probe by Loring or jetting, into the backfill material aljac-rnt tc the center -if the pipe, slid determine the pressure in the probe when ,ei, *;abses slowl, through it. This is the buck pressure due to ground c:atc : submergence ovei the end of the probe. All gauge pressures it Lite test should be increased by this amount. 4. Add air slowly to the portion of the pipe installation under test until the :i.n ernc,l air pressure is raise,] to 4.0 psig. 5. 'Jnec1: !xposed pipe ant plugs far abnormal leakage by coating with a snap solution. If any failures are abserved, bleed off air &.-d make necessary i:epairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute- f;,r air temperature to staLilize, adding orly the amount: of air reyutre.d to maintain pressure. 7. After the two minute period, disconnect air supply. 8, Wuen pressure decreases to 3.5 psig, start stGpwatch. De'.ermine the time in seconds that is required for the internal air pre�snre to rra::h 2.5 psig. i,.i,, time interval should then be compared with the time r.e:quir.ed in seconds as computed on reverse side of sheet. 9. List sizi and length of all portions of pipe un'er test in tF',la to one sham on ieverc+e side of sheet, 10. By use of nomograph, compute K aill C. Use ncc,;_ss 6 and Lo rss l F. (', and enter these values in the table ( reverse side of s;,eet. 11. Add all values of K and all values of C 1cv ,,)-pe vtder test. 1.2. If the total of all C values is less than cr. , enter the total cA. : ;1 K values into the space for "Tirr. Required in ..ccc i 3. . " 13. If the total of all C values is greater. th,rn ine, di�Jde th � .,J:. K values, by the total of ell C values, to g,�t ti. Tc make. this .'.?. o-1 . :',th the nomograph, use scaleF C rnd K, and rend to A ' J + TTt M, If O nW, m C 00 h ID 00 ti R. - — O v ..i d e ri r ` I t b C O O O O O O a n� N w. z v c r, In a _ 2 O C T?ti i i�'i�TYfT`PTrITT 0 U R ') ej -• O O O fj O O 0 p J a Q oc a p 1 Y O . c _ r ') �� •� '� O a O O O p O W ;, N Vf a w Ylll�llllli......11�llllllllllllllllI II 11 111 l l l l l�hhldrhlll+ld+l+I I+I+IILI+Ir 1+11!1 l+l111111111 h [r l + LV � r r 3 � _N m or r I vn�I- Q 2 " o Va o z w z J o V o U V U �pp� `• W U W \� N W 0U) o r1i z ` H CY W " Z W /\! Q ^ +,J W !� w o a W W U � Z a CL W Q rr R = 1 N T U W W U O O N C ,U C� U W I N r = PP,C--EDURE FOR COKU;. FO K-CT.PT'.T10E TEST 1. Clean pipe to he tested by propelling snug fitting inflated rubber ball through the pi-re 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 v-at:et, iuse'rt is pipe Proh-2 by luring or jetting, int'c the backfill material aijact:o.t tc the center -)f the pipe, and 3eterm1ne thry pressure in the probe when aii, passes slowl• !.hrough iL. This is the b"vk pressure due to ground Watt!: submergence over. the end of the probe. All gauge pr.cssures 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 ;.tit:ernul air pressure is raised to 4.0 psig. 5. -.necl: exposed pipe anal Plugs for abnormal leakage by coating with a so ip solution. If any failures are observed, bleed off air and make necessary i.epairs, G. After an internal pressure of 1,.0 psig is obtained, allow at least two minutu�-, f:.r air temperature to stabilizes adding only the amount of air required to maintain ?ressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases t.- "1.5 psig, start stopwatch. Uetertnire the time in seconds that is require ' the internal air pressure to reach 2.5 psig. time interval. shoo uEn be compared with the time rr.quired in ser.ond3 as, c.ompu -ed on reverse side of sheet. 9. List sizi and length ci all portions of pipe un-pr test in te` _ to one shamm on reverse side of sheet. 10. By use of nomograph, compute K and C. Use srr.'_es 6 aad L, r—.1 V end enter these values in the table on re arse side or sheet. 11. Ada all vsl.ues of K and all values of fc , d- pe t oder test. 1.2. If the total of all C values is less tha.. (.tie, enter the 'cotr+l c. I K values into the space ft)t: "Tir _ Required ir. Secotid.7," 13. If the total of a ll C values is greate.i. than )ne, divl ale th , to K values, by the to,:al of rill C values, to g.'t t•l. is make_ this i '1, the nomograph, use scaleF C and K, and rpAd ty, ! J � � i e l�' 1a rnrl O YOo i O Ir T �� r� � O O ip cOi n ' 1O ka0 IFI a F, 6T Jl d b i' 1 C p t' O o c Y 07 8 C O C O O O Y: d N! N O Yl n Y, v .d tJ Irl N U t) 1) J t C .. C. O M •i. P� h O c . n .► In N r, � �' = o 0 o d o x CL Q ac � to i t !0 m I IY O � • Z R V i a = C, o O 0 W r J K O N tJ H O � �"' J (lllllllll�llll�ll�ffjjf,�jjjfj�!II�fIIIIIIII�ih111�GhIIhIdI�III11ilIhIIIIIIlII1111i11II�I,�,Illlll�If1111111 � II I I i I 1 I 1 o W \J lZ LIM N IXJ I 0 m / U \ U O I W cry- W _j�• ix ~ O ^\I N (w7 O O U U 5 1 v • w F � V O to w O In 4 o �� Z a cr W ,_ n N O W W d a o W i Ll 1W W d 41 L. -� W U O O 2 Q Q Z 2 cn (i W O F f^ Q 1 r•i P'L'CCEDURE FOR C01`CJJ'ZTIt':, A.UCEPT".,iCE T":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 at,ch plug securely, 3. If the pipe to be tested is submerged in ground wal:et . i.uFert a pipe prole by Loring or jetting, into the backfill material aija:t:nt tc the center ')f the pipe, and determine th.� pressure in the probe when ai, passes slowl, through it. This is the b"ck pressure due to ground water. submetgEnce ov et the end of the probe. All gauge pressures in the test should be Increased by this amount. 4. %d-i air slowly to the portion of the pipe installation under test +,ntil tbE ,nternul air pressure is raised to 4.0 psig, 5, necl: 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 ar, internal pressure of 4.0 psig is obtained, allow at least two minut(_: f:.r air temperature to staLilize+ adding only the :+mount of air requirad to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 3.5 psig, start stopwatch. Uetermine the time in sr.c:mds that is required for the internal air pressure to rea+-.h 2.'J psig. :..i, time in*erval should then be compared with the time required in seconds as (.ompu :ed on reverse side of sheet. 9. List size and length ot all portions of pipe un,'--r test in t ' .. lt, to one sham on teverse side of :sheet, 10. By use of nomograph, compute K and C. Use nce.:.es 6 and L. ree,] V C, and enter these values in tie table on re. ,rrse side of s;ieet. 1.1, Acid all values of K and all values of C fc-, ;):'pe uoder test. 12. If the total of all C values is less tha,, (.tie, enter the tw-rl r.L ;1 K values into the space for "Ti►TI,. Required In Sr-.c(p d.1. " 13. If the total of all C values is greater than one, divide th.i t-)- : _ K values, by the total of 611 C values, to g��t to. Tc make this .')- i. `h the nomograph, use scales C id K, and read ty, O -ry`T77i a X M O O • M 1r9 Lw TJ O CT a O ,V 7 ft TT- r b MmrmTr�'I t Op !r o C N O 2 O U r. U 9 J c C..' 4 41 O I O 0 o d d d d c o Z � U 1 Q O (7 n 0 `9 sJ C O Y 0r Z O � r o �' J - o -� L F �Jf(�IIII�IIII�IIII�IIIIIIIII�IIIIIIII1�lIIIIIIII�tldild�141�I,I��I I,I�IiLl,l,l,l,��l�l,�,l,I, I, I,�, I, I , I I , i I J I i I I i {V N J • Q 0 0 W I � 3 Ion V Ik H Foo,, O � V I W W -t 2 V O Q O 1 O ON_l J 0 a' a r L • • u' U O W n J (� p Ptl b W H ui a fes,, z CL� !' Y IW I 2 W a_ 0 w w Fw„ U 0 O a 14 0 R W w z z O W O F N c � ~ SOU t^ � o i PRCCEDURE FOR CONNOTING ACCEPT1.110E TP,ST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suita' 1.e test plugs , Brace Pach plug securely. 3. If the pipe to be tested is submerged in ground water, iuse-.t a pipe probe by t,oring or jetting, into the backfill material aijace,nt tc the center ')f the pipe, and determine tha pressure in the probe when ai, passes slowl, through it. This is the back pressure due to ground waiter submeigenre ovWi the find of the probe. All gauge pressures in the test should be increasel by this amount. 4. W4 air slowly to the portion of the pipe installation under test until the ,.r►t:e,:nal air preisure is raised to 4.0 psig. 5. -,necl, exposed pipe an,l plugs fcr abnormal leakage by coating with a so,ip .solution. If any failures are observed, bleed off air and make necessary i.epairs, 6. After an internal pt-eLsure of 4.0 psig is obtained, allow at least two minute:; f- r air temperature tc staLilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When presaure decreases to 3.5 psig, start stopwatch. hetermine the time it) sr.conds that is required for the internal air pressure to reach 1.5 psig. T. , time interval should then be compared with the time required in second3 as computed on r.!ver.se side of sheet. 9. List slz� and length of all portions of pipe un.,'-_r te..t in Zr to one shown on reverse side of sheet, 10. By use of nomograph, compute K and C. Use aca•::.ss d and 'L, F 1% and enter these values in the table on reverse Gale of sheet. 11. Add all values of K atA all values of C fc, ;y:pa under test. 1.2. If the total of all C values is less than tree, enter the total ti . 1 K values into the space for "Tire,_ Required ir, „r:ci A.t, " 13. If the total of all 1. values is gr(,.atei. th,)n ane, divide t.h-± to .? , : ; n;;. K j values, by the total of all C values, to g,it tq. To make thts i -1 - :.th the nomograph, use scale. C and K, and read ty, i T7f77--m-T7-t d)0pp o Yl ,� C O v V O I� f T r �. u C O O O Q O ~ C N O n C c � _ O F 0 O a �- a cr 0 m s ! O Y Cs � z ro 0) 0 O O O } _ ' n O O w ^ i- �c � `? •� N N QF-' WIII��IIIIIfIl��1111�111111111�111111111�1hld�ldihhl��ll lillli6l��li�il�li li�l i I, I,I i I i I I i I i 1 I I I I 1 I 1 N J C V O w I O b ` � 1 Z o I O N N I ,} r •� ,1C` �� O1 o f 4l d J �- U 7: to J , O w o - r� w v oEnv, I o M (J z a u• h CE w Y t` n ` z w wCL �I w J a w w w n w w acn y a J� Ul w Q 0 0 2 M rl1 1d Z 1 En � � v n 4 Vol PP,C MURE FOR C0M—X1A.CCEPVdME T"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 F;at:et, iusert a? pipe proh2 by Loring or jetting, into the backfill material aijacf:nt tc the center of the pipe, and determine the pressure in the probe when ai, passes slowl+ through it. This is the bark pressure due to ground water suhmeigFnce ovr!l 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 th internal air pre.:slire is raised to 4.0 Frig. 5. aecl, exposed pipe ant plugs for abnormal leakage by coating with a so•ip .volution. If any failures are observed, bleed off air and make necessary ).epairs. 6. After an internal pressurt of 4.0 psig is obtained, allow at least two minute:, fLr air temperature to Stabilize, adding only the amount of air rr_iiuirad to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pros.;ure decreases to 3.5 psig, start ;topwat,.h. Determine the time in soconds that is required fcc the internal air pressure to reach 1.5 psig. i..i� time incerval ShoLLd then be compared with the time required in second.3 ss r..ompu .ed on r•°ver.sE side cf sheet. 9. List size and length o1 all portions of pipe under test in to one sh.nan on reverse side of sheet, 10. By use of nomograph, compute K and C. Use Vet.l.es 6 and L, real F. and enter these values in the t=;ble on reverse side of scent. 11 . Add all values of K atA all values of C ft ',' ?'pe ut!dar cost. 1.2. If the total of all C values is less ti au enter the tot.el tl : l K value's into the space for "Tir-(. Required in Sreta41, " 13. If the total of all C values is greater. than one, di.,.A de th , ti .-- values, i .-values, by the total of all C values, to gat tR. Tc make this i , . th the nomograph, use scales C and K, and rend tq. SUBDIVISION COMPI.QNCE AORn,_F_I, 14T .01113ArRFEbry,NT dated the _ day of , l9 76 _betmeen the Cl'rY Ur TIrrARD, a municipality of Oregon, hereinafter eraed the "City", and —' hereinafter termed "Petitioner' W I T N E 5 5 E T H : 11!iF1i2EAS, Petitioner has applied to the city for approval for filing in Washington County, a :ubdivieton plat 3-nown as Surmncrfieid No. 7 (lots 0326--0418) located --in the_iouth he]L4..f_.;2ct}�rL11,_T.uS�ist�ip_.�Ssuttb,. Willacatte t;reridian, 1:'sshington County, Oregon; and MFEREAS, the City of Tigard F,u,x3ivision Ordinance requires the subdivider to install etrcets, _=id walks, street lights, storm sewars, sanitary sewers, under. ground utilities and other public facilities for the development and requires the pay.;..nt of fees; and 1"1VRE1,8, the City has approved and adc•pted the standard specifications for Public Works construction Ly APWA Oregun Chapter and the Unified S«werage spscificstiona for the canitery sewers prr:pr;red by professiorkRi engineers for eubdivision developnentj and the public rr:ruired to be constructed or places; in pe.t.itiu.ier's developu•c-nt are incc;oplete, but latiticmer has nonetheless requested the City to permit progressive occup^ncy and use of prop,srty in the subdivision, and the parties desire h?reby to protect the public interest genpral.ly and proepsret.ive purchasers of lots in said _ubjiv1sion by legally enforcevble assurances th.it the public improv( nents will be installed as required and completed within the Lite hereinafter Est forth. NOW, 'i'RE,Rc^F'ORE, in conn duration of the foregoing premises and the covenants ran; nLreen nts to be kept r.nd perfor..ed by the Petitioner and its Sureties, IT 18 hEREBY AORIJED AS F'r!U_�W3: (1) retitir --. shall procced with the develop ant, with the Irtent and purpose to re-^tete all public Ir–prov:r.--ats exc•--pt sir3c:.alks and street trees of said eubdivinion M4 later than two (2) Vicars from tte date of this egrererent, and retitiorer is h:reby bound to co!:ply with ell -11131visiOn standards as set forth in said Subdivision Grdinr:nr•e and the etnr�ard spn!cificatiMe adopted by tt,e City of Tigard, or as nay be otherwirs ra;:proved by the public Works Departr...nt and to use only eueh r'.sterial End to follow such designs as r.sy be required to conform th.reto. (2) To amore compliance with the City's requires.,-nts and the provisions hereof, Pet.itloner tenders th,.rewith to the City a surety bond in farm approved by the City, with liability in the ac.ount of $ 345,389.63 a copy whereof is hereto attached and by this reference trade n Fart hereof* ov-'g h�� i, T , ;`.� •;•-nt tl..;t I,.tioner shell fail, neglect or*rfuse to proceed with n i• ,l.y ;:nd pro;;r•essive canner to assure completion within the time I n (10) rl-ays' notice by the City to Petitioner and Petitioner's ,,•h .i,:fcul.t and failure to proceed continuing them,tfter, the City air• o. :d to h,ve the work corTrlcted and charge the costs thereof t ''.i• ,rr a„{ i-•:titic;ner's sureties and in the event Sarre be not paid, to f :i n t",3 ::•cid bund to recover the amount thereof; In th-t event such ,r ;'•t1 {r,ncr and Petitioner's sureties promise and agree to pay, ; it , the :: ,nts accr,rint, and allowable, such sun as the court shall 1•: s ..Ltor:rr•f's fres and costs incurred by t re City, both in the t " t I _- r i.tt c Cc•u '*, if any, or the City tray, at its opVon, bring i.) r:c �, ,t:�a the r(.-titioner and/or rztit'ioner's sureties specific ii.; :ct rind eorpliance with the subdivision standards and I* +`,•r city of Tigard, and in such event, in like manner, the City shall 7 i to .••r cn.:h cum a., the court shall adjudge reasonable as and for ..y's f•:!-c i costs, both in the Trail Court and Appellate Court, ( .) ttt ,•r, c, ncurrent with the execution hsreox', agrees to deposit with :•� -,t :• A1 ited to equal rental and maintenance fees with respect to t, ' :.',t+•,;� !.,ril.it.ies within the subdivision, necording to Exhibit "A", r -um raq'.:al to the estim?Le,l cost of providing eler•trical ::Li—,,et MJ)ting facilities for a period of two (2) years r••rgizing of .aid lights. s to nnike and provide periodic and final inGpectiuns as in i+•;' t '•.r.: n•ary to assure covpliance hero-;1J.1i, in consideration f ; •ti'.t, :r l .s 1_,,.d prescribed inspection fees. (' ) rity +,gr• s to install street ideutifica'ion and traffic signs within t? +.r 'ivi inn, in nonsidrration of payment in the amount of $t�39,70,_•__ ,• (i) t cr t 1. e ar ell public inproverants except sideunl. .s and street trees ✓t. i•.nt 1.•:ve leen cr,mpletcd in nceordanee with the City's reguir,_,ments, + + ; +.•il t.tfy th-: a ty cf the readiness for final in.;pection and upon I•s:•tr,>nt of Public World that all requirements of the City + 1.e 1t.it1rner •>ll. r,ul•mit to the City a gruod t.nd sufficient i i, if r.•.t sirc—ly provided with tiro perferu•:ance bund, form hpprovcd t 'n t`.: !-t,m )f17 7,.6 4.82_ to provide fur correction of any defective v r,cr: ^c,'ing sFi '-ont or arising within one (1) ear after final ''.: i .1c ir,gsrovs_r.• nt.e of said subdivision by the City r r !It .•f certificytiun by the Department, fo Public blorkg thst all t -_n r..t s.•.d a vm Year Nsintenonce Bond, the City Council a6rees t. ; :[ JJ(' 11 :__-N--J _.'fJtS, subject to the requirements for correction of ,ir,t r ,r. •e for a pari•d of one year as h^reinaL,�ve set forth. (%) t In : lit: n to or rupplcu.•ntary of the requirerr_•nts of the ^ity's i t r i :•r.. e s:rA the pruvIrIone ht:.eofI Petitioner binds itself to t fc•ll._.'ln5 rs:�sirtrents, scheduling an9 lira tationei f the T,)ts of ret.itiuncr's subdivision as ebuve d!?crfl ed may be i " •r --,,tial V rrposes +.-.til an occulancy perruit is is:-,:ad under t;it.y s .3 no oveups,ney permit shall be icsued, {riot to the it f rho ru 01v -tun and to the time that the sid,,%oilk parnlleliniy t,s •t r.,r . ash level, `'d 1^t proposed to be occupied, is installed as a p tr-t r M71 e' d;vcloFr--nt; Prr tdcd J_3t Fill sidewalks as required b�'the plans and f 'Vlr i-)n cele shill he installed throughout said subdivision not Istor thr.n ,••ars .from the 6%te of this Subdivision Im-prorement Contract. b. All landscaping trees on that portion of each lot between the public stdcwa. a and the curb (parking arca) as required, shall be planted and in pl-ice peior to final inspection and issuance of oceup:uncy permit for each such lot In the zubdt.vision. Provided that final inspection And application fur occupancy +knit ne-urs within any calendar month from October to April any year, such rl: iti; _,.s ray be deferred until the next following growing season. In any event, all lanlac 3ping trees in al.l areas shAll be planttjd and in place within the entire siul,rlivi::ion within three (3) years from the date of this r.ubdiviston itiprovement j vor;t e. A one (1) inch Class "C" asphaltic concrete overlay shall be placad, withtn vne year (l) afte- final acceptance of the improvencnts, on all streets in raid subdivision. (10) The parties h•,reto hereby adopt the form of perfurtrAnce bond, copy U whereof is here' o attached and by reference nee a part hereof, and retitioner r:erees to cause to have said bond executed a:.1 filed with the City concurrently with the execution of this agreement at or prior to the time this agreement in e>c,cut-d on behalf of the City. (11) The spacific riiquirements of Parugrnph 9 hereof shall for all purposes be included an a part of the Obligation secured by the aforeraid perforrance bond IJ sand the Cii.y chill be entitled to recourse thereto in the evant oe deflult on the i pi rtof the Petitlon:r with ra;.•pect to any requirement thereof. IN WITLESS VHrn. OF, Petitioner sett:,; by and through its duly atithfrized uid•::-signed officers pureunnt to reaol.ution of its Buard of Directors has csiklmd tbi+ sere.: :-nt to be executed, and tl,e City acting pursu-int to resolution of its CL1,nci.l adopted at a meting thereof duly raid r,-gularly held on the ___ day of -_ ___ 19w _ has caurpd this a!,reerent to TTday Ly Its Payor unci Recorder. � I TUA;ATYN A L' Byt_ I Byi._._ 1i 71iE CITY OF TIGARD, DAMON Mayor Byt i fierorder t. ;4 i I STATE OF OREGON ) ss, i County of _ " 6 a ) On Lhis P day of , 111 , 19—/� , %efore me appeared RQbert C. LutQgj And __ RuLtra L. lorriuR— ' I boLh to ine parsonal.ly known, who being duly sworn, did say that he, the said ` Robert: Cr 'Luton is the Peesident, and;he, the said i Barbara L. Harrison _ is the Secretary of Tualatin Developmen. Co., Jnc. _ the within named Corporation, and that the seal affixed to said lnstrumrnt is the corporate seal of said Corporation, and Chit the said instrument was signed and ses'.ed in bel-elf of said corporation by i authority of its Board of Directors, and Robert C. Luton and Bdrbara L. tjArrisnn acknowledged said instrument to be the free act and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereun.o set my hand and affixed my official seal the day ,:nd year last abc e writ n. et/ No tar Public for Oregon My Connnission expires__ 1 q f i �rnrE of oREanN ) sa. j County of On this day cf _ � 19__—, befote me appeared --------------------------. —_,..._� and both to me personally know:r who, being duly sworn, did say that he, the sail is the Mayor, and she, the said _ Is the Recorder of the CITY 0! TIGARD, a municipal corporation and the said — ___-_--— and _—_ ^ aknuwledged Lhe said instrument to be the free act and deed of said municipal corporation. 1N WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this my certificate rirst written Notary Public ForrOrrgon - _ ? M Cortnulssion cx ares! s (503) 639.3101 i TUAi.l TIN i 1:'Wi 0PM1:N'r CO., INC. 15300 S. W. 1161h Avenue T104RD, OREGON 9122) October 15, 1973 C Mr. ,Pick Iliebe rt, City Frigineer City of ripard iga rd City liall- 7"iga rd, Orevon 977.7.3 I Dcar Pick: Relative lu the street lighting system for Surnrnerfie ld, we propose the followl,tg program which we feel would make for an exceptionally aesthetic arra as well as illuminate the development to a most satisfactory level. As you knuw, we have been trying for surae time to come up with a proposal ...1-ich wotild be. ,atisfaclory to the City, to the Power Company and to us as the responsible party fcr the creation of aesthetic_ values fur future i•esidenls of Summerfield. We have entertained nnrnerous and varied proposa.l.i to accomplish those goals, however, we believe that the prograrn as raw con- , vived will bast serve- all concerned and will greatly help Surnme rf eld to be one of lhr finest reside ntial communities in Oregon and thusly be a grrat asset 1cxards making 'Tigard known as the finest area to live in. Attached 1s a master plan of Summerfield. On the plan we • -ve int ic_ated where tr brlivve the appr,.Nirnate locations of the streA lights should by For exxarnple, ,in Surrunerfir-Id Drive we have located the lights on the South side of the road and :,pproxinlatrly 15n fret on rr.nler. Further, we propose that an additional street light be placed it Barb and every intersection where a street sign would he located. rhe street light i1•rle which +t•e propose'to use for the above mentioned Incation is j of cast ;,111n3inunl a1.d made by Cllarrnglow Products, rhe lamp il,elf is made by 1-br• Wvlsl,ach Curpuration. 13oth of these sterns are on display in the island on 5. W. 1011h, off Durham Rnad. The lamp bulb which we propose to use is 203 ,Its. It ha, v long life of 6. 000 lhours and puts nut around 2, 900 lumens. The limp bulb i• clear (not 1r•osirri) and the glass in the lamp fixture is also clear, t thus pru,lucing more than enmrgh illurrlination for this residential development. 1 J • � t Mr. Nick Niebert, t:ity Engineer 'riga rd, Oregon 97223 Page two f 1 rhe balance of the secondary and tertiary streets in Smi nierfield are to he illmninatvd with individual post yard lights placed approximately si.,ty f,•,-t i r on center and lite with a lob wilt long life clear bulb. The fixtures thetn- sclves, will bt• architecturally pleasing and uniform by area. i 11•e expect to install the fixtures at our expense as well as to maintain both i the rixltrrm and the lamps at the expense of the Summerfield Civic Association. ),he t lc- r.• :?ower to operate the yard post lamps will be borne by the individ- ual rrst,irn,.• t••nant, however, we would expect the City of "Tigard to absorb the I v pu•.ver Gust ul the major street lights. Attaehed are upir.s of the Sulrrnerfield Declaration of Conditions and h,•strictiur,s .,ml of the Summerfield Civic Association By l.aw•s which allow the Civic- A,,;oriation to accept this obligation. As you will note, annual r tssrsarn,•r,tx .,r,• charged to each owner to finance such service. \4c- sinevrt•la ),up(- that this program meets with your approval as we would like to Itrt,rt ed with urdering the street lights and installing same. If you 1,avr ant' (urthvr (luestions, please contact me. Very truly yours, TUAIJ)% i'EVELOPME:NT CO. , INC, „•urs I, `.te :'slnll, Vic.- President ra f I f CASH FOND x:SCROW ),GREE NT T141S M-kFTMENT, ode this r1ay of 1976_, between the CITY CF T?rAP.D, hereinafter toined the "CITY", and Tualatin Dove Ippmep t,.CO- ..-Tnc. hereihatter rriA the and _.Savings b_Loan_.Associa.t.ton.__ htreir.aft,'r termed the "BANK" tf on) , MICREAS, the FrincirAj has heretofore executed 3 Stbdivision CoTipliance Acre v:nert,wi 0- csper.t to the development., construction and j7�pr,:.ve:q;r.t r+f a tial sublivisi,in within the City known as Sutiffnerfield No. I T,)t.,; #326441 a copy of r,&-.d agreement tooether with a pall.*-, 'ay f said lands Leing attach�•d hereto and Ly i, c. .e a pnit hereof. and t`a rrincipal !13S pltop.-srd to the .'tty that there by entrvst:E-d tc the Sana t,.e s_11 of :. 345,389.63 As a cash rcirjnavjco I--:rj to ase,,:r the C.i Ly rliL al i t eq ireenierts of raid F-jbd4v:sion Cc.,-pli6tre Ajroor. ne..t shat . pie prcpurlly and t,,mely r,erfo7 -n.-_-d and to 3paLre t!:;it 'he ccnts be timely paid and all. requirerrants thereof 'Jivt- -,d ,qjEpE71.S, the Favik has ngreed tc tal,,e title to r--,d hold in a trust citacity the cur of S345,389.63_ _ _ a.,.d he eby acknowledgr.s custody therp-:if to ire herd rt Ihs te::ns and t-rovisjors of said Subdivision Complial-s" Agr-.te-ont as inciretc at�achei, and It is desired 1hcwi-Fby to get fcrt.7 a,..i (jefine the conditions applic-ible to r.Aid cash bcd, NOW, TIMPLK,RE, it the ' shall faithfully ol-s-erve and timely crimply with all requiretierts of said Compliance Agreerent and all oid;nanccs and reguiations appli—ble to -.Aid subdivisicn. and if the Principal c4Y;All we_l and tz ,,ly porfrim all matters and things urd-trt.91cen thereby ard herr-by tc, 'tic performed and shall lrcmptly jT;ike -ayiient to all ; ..t 7.E- ruppiving ]Abor or riaterial for any prceecuticri of the wtrr., I if the rrinc;pal shall not permit any 'lien or claim or picrecut.ed Against the City i.,n account of nny r t eL r i&I f urricheC.. and if. the Frincipal shall r-onpt'), :-o ribtt ions or amounts due uie State Indus, * 4AJ I-c, .inl t�,e State Unemploym-int F_rd. arc t c', it.tiy its due nake pay.-nent to the cs-Fl, t Oilr-, cr c,�.tperation r-ntitled thereto Of t!-,e mnr-ic., n(t ti,.r .n Ch-i!.teis 279,310 and 213-510 O.P.S. ird shall it inj t,y with all withholding and payment reqjirex,ants -rf chaptc-r8 316. L62 to 3,6.212 O.R.S. with resrect to the collect-,on of taxer at source, then uv.)n full cc,)pietic-n rf All work And the curniti,.t,ew of ei,tdr�•re satisfactory to the City that All have 1:,.-n flifilled, and if the Principal cnR; 1 exerite ar to the C41,'r the - Mairlf.c-n.irce Band d,,1•cr11d in s;, I, F .*.,..div,a .(,n rtIrcvmr nt, them the Bank -Anall 1,7 the Friric,.Fal the smid cash bona dept,sitj T'POVIDFD, however, 0-_�t t?p, 'reri. f shall not apply to any money ,o.-jrd or aJvt.rced to the Pi !rrlril cir to any subcontractor or ether parson in t-+e performance of einy such work. whestLer Specifically pr,�v,3f,d fnt by c' ntract -r ntl,elwise. jr, ilowevet , the PrircirAl spili fail l.a literally (-c;mplY with all req.ilre.r(-nts rf !!., , Gubd_,%:i4icn AqrAe!vent and all the reitilrever-ts -r shrill in ary r,4tticular retfcrm the work in a dofecl-ive :;iar,,r1 k,pnn 10 e_iys -,tice 17Y the City tO the Principal and such defau't or fa:lure continuing thereafter, the City is hereky authorized tQ have said work p,3rfor;ned or the requirements of the Subdivision Compliance Agreement brought into conformity with the terms thereof and with `..he City's ordinances and regulations, and the City shall be, a+;d it is hNreby, author,-.ed to charge the same against the entrust•-�d cash depnsit and the Bank agrees to pay therefrom all -.maunt.s certi 'ied by the city to be chargeable thereto. Nothing herein conts+ned shall he construed to constitute accertar.ce by the City of any rer.pcnet.b.ility for maintenance of the impnr�vements nor sl,kil the City by reason thereof become obligated to any l.erson cr pry:rerty owner for any loss or damage arisirg 1•.y reason of the manner in which Said improvemrrnts were constructed. Further, tt.e City b3. -sial it .is hereby, authorized in. addition to the foregoing, in the evavt .�t ?uch de°.cult on the part of the Principal to charge a.,a%net raid fords •ill inc, rred by the City including attorney's fees in exacti.g c—gr':arce therewitn or herewith, and the Bank agreer to dlchtree said fends for said F purposes uj:on certification thereof ty .*e City. UFan fulfillment" of the forego a? ir accordance with the terma and provisions hereof, tta City agrees to furnish a certificate of release of said deposit or such portions thereof as =hall remain after fulfillment of the rr.quir".e:nta here-of. 114 WITNESS WHEPEOF. the city under autt;erity of resolution of its City Council has caust-d 0-is agreement ;o be executed by its Mi-,yor and City Pecorder, and the F.irr. .;al and the Bank have affixed their corporate signatures on tho day and year first hereinabr,ve written. I k C_: 1"Y_: CITY r'F" xJGA9D C+REOON Mayor By Recorder" P tNCIPA,Ls TIIA 1'1N .AE"LOpMENi_ By: / -r..Zc�'�YZ". (pres) $Y! .. ayltiu�. unnc,.a!ti__l._, (sec) Attached Corrorate r,)wledgement,here. ) fy6 __.---• s __ py+ __.. ._... {l:14K +.4560C'A7!' BENJAUN FEANKLI_N_SOINRS & i3OAN ASSOCIATION -A-r s a i page 2 - Cash Bond Factcw Afire Nr.ent f STATE OF OREGON ) ss. County of On this _ day of _ � , 19 , bufore me a;,peared _ Rnbert C. Luton 7_and Qarhara L. Harrison both to ata personally known, who being duly sworn, did sap that he, the said __ Robert C. Luton is the P7esident, andshe, the said [34ZW.4.,l a iron is the Secretary ` of Tualatin cN-�14yment Co. Tnc,`_ _ the within named Corporation, and that the veal affixed to said instrument is the corporate seal of said Corporation, and that the said instr,iment was signed and sealed in behalf of said Corporation by authority of its Board of Directors, and Robert C. Luton and Barb�raL Harris n acknowledged said instrument to be the free act and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereunto set ny hand and affixed my official seal the day and year last ab v wr t en. h Not ry Public for Oregon My Commission expires�� STATE OF OREGON ) I County r f Ku i tnQ?1h sa.__) i On this 23rd day of Jules y, 1976 ,, before me appeared D. H. McIntyre and _ Ken both to me personally known, who being duly sworn, did say that he, tho said i4cln_,yre .__.. is t.heSrJice President, and ',A, the said Ken Lien _ is the XxxiXTI Presidunt of Benjamin Franklin 1t=-Bl1d-t<.^'' =s UA_U&_..______ the within named Corporation, aid that the seal affixed to said instrument is the corporate seal of said Corporation, and that the said instrument was signed end sealed in behalf. of Said Corporation by authority of ita Board of Directors, and .__D. N. MClntvre _ and Y,en Lien acknowledged said instrument to be the free act and deed of said Corporations IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed by official seal the day and year last above ritten Notary Pub Icfor Corporate Acknowledgr:men! My Comrrisgion Expires My Commission Expires February 24, Iy79 CASH BOND ESCRCW AGREEMENT THIS AGRFEMF.NT, t. le this day of � _ _ , 19 7t!o, �etw en the CITY OF T: -A/t1�.tD,_ hereinafter te.,ned the"`�17Y", p �.re'.�z3.i�l�v� hereinafter termed the i r.'.NC i r^AL' , and i .__. Lns., A;•i~ocie v!s_ hereinaftar rermed the "BANK" (Aascciation), W I T N E 3 S E T H t t9HFREAS, the lrrincipal has heretofore exacuted a Subdivision Compliance Anrecrner.t,with rc j�- t.�, Plopmert, ccnstruction and i;nprovement of a C , i �S; v>< within the City known as 5u �� e 1 a co of said agreement »s»i�« t _ ,..Z 13r.�.3.2i._ 6 pY 9 together with a particular egai (ic.4rrsption of said lands being r attached hereto and by reference• -.mode a part hereof,- and c WJJER.,A.B, the Frir.cip:al haF prof,� �� City that there t by entrusted to the sank the s:r of 3 � �� .� _ _ as a cash performance lond to ass„re the City tha, all requirements of sa d Subdivision Compliance A;rer.-nent stall be properly and timely. performed arid to ssGCre that 'he ccsts thereof shall he timely paid and all re•quirerments thereof oet; and WHEREAS, the Bank hes ayr yW.43.W'. ! title to and hold in a trust capacity the r,,m of S. s4s,3E3't.A,-S ..__ and hereby acknowledges custody thereof to be hard p-i:st.�nt to the tr:me and 1rovisror.s of said Subdivision Compliance Agrcc:.rr•nt rs h-,-roto attached, and It is desired hereby to set f+_rth a,,d ci,.+.'ire tEe conditions applicable to said cash bond, NOW, THULF'CRE, if the rrinciFal &gall faithfully observe and timely comply with all rcouirtnents of raid Subdivision Compliance .rlgresme.,t and all rirdinances and tcgulations applicable to said subdivision, and if the Principal shall well and truly perform all matters and things undertaken thc:r�,Iby and hereby to be performed and shall rrcrnptly make payment to all t:ur=ons supplying labor or material for any pres:ecutien of the uork, and if the Principal shall not ier-nit any lien ,.)rclaim to be filed or prosecuted against the City on Account of any la}::r or ;material furnished, and if the Frincipal shall r. remptly Hay all contrib,.trons or amounts due the State IniuElrial Asci:^nt Fund and the State Unemployment Corr.pense.tinn Fund, and shall prtmptly ce due sake payment to the reieon, co-partnership, ae:-ociarion cr cr+rpr..r•ation entitled thereto of the monles mentioned in Chapters 279.320 and 279.510 C.R.S. and shall yrrml.tly comply with all withholding and payment rFquire.r.ents of ciiaptors 316,162 to '16.212 O.R. S. with respect to the collection of t•ixes it source, then upon full. completion of R11. work and the furni"l!it,r2 of evidence ,atisiactory to the City that all requirements hcrc-f have teen fulfilled, and if the Principal shall execute and del:;.ar to thn City the Maintenance Bnnd drscril-ed in s,nid CompiiF,nce Agreement, then the Bank snall thereupon rete; se to the frinvir,al the said cash bona deposit; PROVIDED, however, that the obli.ations hereof Khali not apply to any money loaned or advanced to the Principal or to any sulrcontrartor or other perg_.,n in t.ite perfot.mance of any such work whether specifically provided f,)t by cc•.ntract rpt otherwise. IF, however, the Principal stall fail to literally comply with all requirements of said fubdivision Compliarce Agreement and all the requ_rerents hereof, or shall in any p'rtic-ular petfolm the work in a defective manner, upon 10 e..ays notice by the City to the U�IGtc�".aai4 tv,.� � r.57 er � 1 1c �rj ri r Jer G.I•t j w l Principal and such default or fa. �ure con=:ru.rq thereafter, the City is here`.y authorized to ha•: aaid work performed or the requirements of the Suhdivisior. Cempi:anr= Agreement brc,,ght into conformity with the terms thereof and w• th the City's or.,inances and regulations, ar.d the City stall be, a�.� i' is hereby, a'�thorized to charge the aeme acafr.st the ent:usteu c�s.h dei481t and the Hark all amounts certified by the City tc be agrees to pry there'_:: n E•ri:to. I�•? n thihere!r ccr.tatned shall be cc chargeable thnstrued to cor.st.itute accepca^-e by th-- C1tY of any resp^n=ibility far maintenance cf the impmvement: nor sr,�Ti the ,--r for an asGR,_thereof beccne obligated to a.-.y Fera.n er cr-,Y_ y cr damage ari.sir., by reaacr r£ the manner !r. which si:d im[rovement:s -Nere tcnstructed, Furthar, the City be, a`r; i*. is t,arery, aut.Yorized in arldit;on to the foregoing. in th. event ?uc�. defaa:t or, the Fart. of. the Principal to charge ayai.ns: fain fords all c>=t: incurred by the City includir. attorneY's fee, it eYActt•�.y .c•-.np': iar.r.e theraw!th funds fog 6e'.d or herewith, and the Hark aq:E:7- t•� di=t,.r�® sa: 9 purposes; upon certificatl" thenen; by tie City. UF,r�n. tut f Ll lm?r.t of the f =<tq%:r. :r accordance. with the trma and prcvlsiens hereof, t}.a City .. the:er f. as =hail re-main after fulflliment of the requirerer;t4k he: e.-Of, IN W1TNFES WHERE{•.F, the City under authority of restolut.ion of its City Council hay causad this arrenmer.t to be executod by its Mayor and City der, and th�, Bank affixed their corporate rPc esigratureaor, theday�aad dyear firsthaoe hereinabove written, C_3_.TYt_ CITl r:F_ Z_IGA�.C!c__C�NEQON_ Mayo r._ P} �Reccrdei__._.____»__._...___.. Tµ7'Z�1✓1 VC yr l6�w r..t•� Cb,�IMC. Hy (Attached CorForate �r�Ry :y Srrv�cs PorPots�oN «Y__� �_�p►�s) AcknOwledgemen.t.9here 1 J Py gA,NF'-SAS:r.r;47JQ!:1: �. $r..+_inn�.� Fi•aM�.�� ► �.aav�..Ss {�L�a.a �ssa�, ... _ F} HYt._. i Page 2 - Cash Bond Escrcw AarelMent. q STATE OF OREGON ) ss, County of ) On this _ day of _ , 19 , before me app—j-d -- r and both to me personally known, who being duly sworn, did say that he. the said is the President, and he, the said _ is the Secretary of L4Zac., the within natne 1 Ccrporation, and that the seal affixed to said instrument is the corporate real of said Cnrporat_on, and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors, and and acknowledged said Instrument to be the free act and deed of said Corporation, IN TESTIMONY WHEREOF, I have hereurto set my hand and affixed my official seal the day and year tact above written. Notary Public for Oregon My Commission expires STATE OF OREGON ) as. County of 1 On this day of _, 19_, befog-. me appeared -- and bntl- to me personally known, who being duly sw"rrn, (lid say thn!. tie, the said _ is the President, and he. the said is the Secretaryof ytr....U.r. Srrt v se •r ,c.,. the within named Corporation, and that the seal affixed to said instrument is the corporate seal of said larporation, and that the said instrument was signed and sealed in behalf of <itd Cotporation by authority of Its Board of Directors, and and acknowledged said instrument to be the free tct and decd of said Corporation. IN TESTIMONY WHEQEOF. I have hc,:euntn set my hand and afflt(-d by rfi .taL seal tho day and year last above writ-n. Notary Public frr Oregon Corporate Acknowledgement My Commission Expires_„_ STATE OF ORE N 1 ss. County of ) On thio ay of , 19 , before me appeareu _ and moth to me personally kno T who tieing duly sworn, did say that he, the said is the President, and he, the said Is the Secretary of _ the within named Corporation, and that the seal affixed to said '.nstru nt is the corporate Beal of said Corporation, and that the said instrument was signed nd sealed In behalf of said Corporation by authority of Its Board of Directors, and and \snda id instrument to be the free act and deed of said Corporation. IN T , I have hereunto set my hmy official seal the day and written. Notary Public inr Or on My Commission expi-e9 _ r;TATF. OF OREGON 1 ss. County of _) On this day of , 19 , before me appeared _ and 1 boil, to me personally known. who being duly sworn, did eav 0-at he. the said _ is the President, and hr, ttRe said is the Secretary _ of • YMI� — -- - _. !�_ A kr. SayreA Loa vi `�� the within naed Gorpcation,aid !hat the peal affixed to said instrument is the cotprrats ®eel of said Corporation, and Chet the said instrument was signed and sealed in behalf of -'I C^!potation by authot:ty ,.f its Board of Directors, and end acknowledged said instrument to be the free act and deed of aid Corporation. IN TESTIMONY WHEREOF, I hav" ht,reuntc set my hand and off Iited by -tfI,iel. it tF, day and yes, cast above written. Notary Public frr Oregon Corporate Acknowledgement My Commission Expires f i y SUBDIVISION COMPLIANCE AGREEMENT '"HIS AGREEMENT dated the da., of _, .19� between the 1 CITY OF TIGARD, a municipality of Oregon, hereinafter terwed the "City", and Nlve�+w+�C hereinafter termed "Petitioner". W I T N E S S E T H : WHgREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known u .F3 / s# 419-* 494\ J _ l n 3z(, —#f 41611) located !Y� 3h� `^sem .J 1�nL ��.•��o� 1( r_CgW o5 %P ' -- .L4, Qom. �i wilier,ette Meridian, Washington County, Oregon) ani, r WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to install streets, !A dewalks, street lights, storm suwere, unitary sewers, under. ground utilltieo and other public facilities for the development and requires the payment of fees; end WHEREAS, the City has approved and adopted the t-mdard specifications for Public forks construction by APWA Oregon Chapter rind the Unified Sewerage specifict•tions for the sanitary sewcrn prepared by prufpssionr'. engineers for rubdivis'4on development; and WHEREAS, the public luprovemFnts required to be cor,structed or placed in petitioner's development are incomplete, but p._tit+oner has nonetheless requested the City to permit p.ogressive occupancy and use of property in the rublivision, and the parties desire hereby to protect the public interest generally and prospectivo purchase m of lots in said subdivision by legally enforceable assurances that the public improvements will be installed as required and completed within the titre hereinafter set fortr. NOW, THEREFORE, in consideration of the foregoing premises and the covenants rind agreements to be kept and performed by the Petitioner snd its vureties, IT 19 HEREBY AGREED AS FOLLOWS: (1) retitioner shsll proceed with the uevelopment, with the intent and purpose to complete all publ1i improvements except sidewalks 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 --"h all subdivision standlyds as set forth in said Subdivision Ordinance and the ste.ndard specifications 2dupted by Via City of Tigard, or as may be otherwise approved by the Public Works Department and to use cnly such tra`%erial and to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirewents and the provlstuns hereof, P!tltioner tenders herewith to the CI�YA8 y�, ty bond ir, form npprored by the City, with liability in the amount of $M 5' ' 3 3 copy whereof is hereto attached and by this reference trade a Tart hereof. r 13) In the event thl Petitioner shall fail, neglect or reruse 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 thereafter, the City may at its option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's sureties and in the event same be not paid, to bring an action on the said bond to recover the amount thereof; in the event such &•tion be brought, Petitioner and Petitioner's sureties promise and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trail Court and Appellate Court, if any, or the City may, nt its opticn, bring proceedings to enforce ngainst the Petitioner and/or Petitioner's sureties specific performance of the contract and compliance with the subdivision standarCs and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's attorney's fees and costs, both in the Trail Court Find 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 sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years fom the date of initial energizing of said lights. (5) The City agrees to make and prcvide periodic and final inspections as in the City's ,judgment are necessary to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspection fees. (6) The City ncenes to install street identificoticn and traffic sIFji4 Uthin IL the said subdivi::ion, in consideration of payment in the amount of (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 D-2partment of Public Workd that all requirements of the City have been met, the Petitioner will submit to Lha City a good and sufficient maintenance bond, if not nlre&4,gW•r4d d with the performance bond, foam approved ly the City in the sum of $�y, g�, to provide for correction of any defective work or maintenance becoming apparent ur e.rising within one (1) veer after final acceptance of the public improvements of said subdivision by the City. (8) Upon receipt of certifica*ion by the Aepnrtm=nt fo Public Works that all, requirements h e been met and a one Year Maintenance Bond, the City Coune-il agrees to accept the p-A)lic improvements, subject to the requireirtents for correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (q) That in addition to or supplemmsntary of the requirements of the City's Subdivision ordinance and the proviriuns hereof, Petitioner binds itself to conform to the following req.J rements, scheduling and limitations: a. None of the Lots of Petitioner's subdivision as above described may be occupied for residential purposes until an occupancy permit is issued under authority of the City and no oem•ipancy permit shall be issued prior to the av-ct!ptance of the sabdivis+on 1 to the time that the sidewalk paralleling the street for each developed lot proposed to be occupied, is installed as a part -2• A B C D E F G H - w . O O A L D E iZ f=31c O O K_ C)IZ . 5t I- HT. Q 0, I z •�r� z•0l ��So�B� � jl 10°00'00" Cu00, cop 104. 72 10ti , S� A.LOEIZp200L- DZ0,, t. +p010-O� ��+SQ P� j' 30°H8' 5(a` 1357. 99 730 'S7 '7Z 1. (e0 SI E 61-11T. NO. z 17r`15. '8 '�� c\ Tc z10. ti1 j3 Ito z<o'z3" z�� ,03 Sz, 3z 5z. z3 / 2y +5s. 0G - �ttij y h y Otte P�G --�•�lo / N T,l_ .- 21Q. 32_ 0�, aspo W rz =Z-0 N •L =7y-a`n'y c 1�� Z� 47 N 1 G L� � 2i '6� Com•, C. 2 .TC 10, '7n �� fLZ10, r mar �'' �' 3Z6A 3,T. C, = ? I I gt3 J W % TC. _j = Z10.32 � `' - O ZN+.$ 2.1; N0 i S9r� i . C�S Jw '.T.C.= 211 13 2. T.G. = 2.10. 1Co -.� ,T. C•= �_10.80 I, TC,.209. ->0 hjw 3.T.G. ZIO.OB ��- _ ,� ` Q 3.T, C. =ztp•yc� 2 T.C,210.01 Ol� /, O -r '--- 3.T G-z 10.12 }-t GI C. 5 9 `4 C, � , 3 9 TG -21� O '--i 9 c' � �1•-. -M '-'�=__.--. rc: , Ir .3 8.� '7 #- .i v ,�� _�t s I.ti� Pc.� U 'i �-='''_�� arc '3 o+ti 5.8 o P�1z '- �� 3 'moi `-1 �o �.`` TC.=211. ZZ ry ,p I. 3� 1 T Q T yam_./ af` - y3 � U TC PC r� T r= Z I O.'-i 7 /� '.7 T.C.=210.59 ``��. �.;.� , tyulila .�;,' 9rg�. 75 PC2 H oI° 10t57.Go :) �``- _ v_'y'�. �'++23.55 PCS I`� m �8 a.1-�� T.0=cO��- W T =ZIO. 7 Rt _ T.C.- 210.05 _1 -- l / Ago-- C. \ y58 Fg0 �� -��_ G WN 9 _ 8��1.15 PG:c - J n I 4 1 v zc) Z u 1 TG3210. �; �aJ � - s_ �Z _ �� 7 �nW, 7 Lr 4! - r� u! 2 -'.0 =raj ,�I H ,A T'��Oro �� LT Al _ ^ k �v0 U $+ S=C�.40 77 ,> 4zz� , H-5 77 t - r L INLt'T 7 �I o2,' cry+ �= / I2'. �� - ` _ Iro7 i�l IC"P _ ` - Ooy� E- ?0H.J y L 55 `M�' �rQ3-yy I[� i.� ��lr' .,� 00' L_ IU_ OC' _ - r S 10 j 72 jl- �ti,�7 I0+00 1hJLF-T b 2- _ c^ p , v .�143S.. �--r I -` z 207. 2.0 y 1 Q QW , ,.tz tis 3 ti �U o/rW? R, , ��, �-- a+� .20 Pc . o 00 _ 7+ 83,'io e�, -`�O 30 T, c,.= 209.79 `� ✓ •�J• 'rcr zIO.513 I `-I`'1 ) Llti yy7 L4 L4 ' }- , ti Pay Z{ --- - - -- - - _ a I --. _ _ C/40L- 3 ---'- - - - -- - _ - - - - - -4 pig- 12 00 AN CL ----- -. - _ _ - -- - _ - - -- - - - - -- -- - _ - -- - -- - -._ _ - Q, 41 40a Lq Li 4T A\ E= fa. �t } zz ale. zz ID In 1 7W _ To Aj Fn _- - - - -- - - -7 - _ _ _ - _ - - _ 136 - ru - ---- _ __ - --- - -- _. - -- _ -n � rt •� i 'fl SCALE REFERENCE INFORMATION AND NOTES: DESIGN T A l_A T"I IU f��V �- O I--I`�1 F ►�T C �. U r 1 I` I E(� F I E L - F-? N/�S l; i s0' HOIz. I, tEE �M� T 1`) O. 1 �Ok yEtV "{�? AL NCaZ-ES + ,� fZ , '" - `-5* VEZ-r HOfZIZO1uTAL pa-1-ur-1 .ur-► r-�r✓� r=1��..v i�LA`T 7 �' e 1 u�� 15300 5.�./ I I �o T" A�/E U ' VF1�cTICAL D<.� urs - c► ' Y GAF TI UA { C> USC I? G5 ) I K.10 TRACED 1 � P�_ AT �� - � O JOB NO. k , O I� �_ G 0 � ? Z 3 S T Iz E E-T I I"I P C-O�/ E I-'1 E N T-S ----- s _ P L A P 7 0 F I `� E SHEET ��Eodry � CHECKED Harris - McMonagle Associates 3 REV. DESCRIPTION SUB. APPR. DATE �A� % ENGINEERS SURVEYORS S . W. AL.0 S�E3 I�C�C'>P,-', r 1 ,Z'r. L_ I- N'. DATF 8905 S. W. COMMERCIAL STREET REFER TO 'TRACING FOR LATEST REVISION TIGARD, OREGON 97223 I OF � 1 .- i A B C D F.. F Q H 1 „rmews�-awMK .�. r .-, .:.��... *.. �•. ' -�`•v, •�l'Vdld!" �. ,�. ,,,,�,,,,. ._. .._.�: _ ,:.n..- «,,-,, I�II)`IIIIIIfIIIIIIIl,11�1LIl�I t�II�IIII I' �'IIIIIII'IIIIII� 1� (III (Iil'IIII�IIIIII�Illllil IIIIII,IIIIIf)IIIIIIIIIIIIIIIII�lllllllllIII,III,IIIItIIIIIIIIIIfilI�IlIII1IlIlllllll{III)IIItI.� 'IF 1 I .+• I 1I - -- - -' I 2 11 q 5 6 7 8 9 - NOTE: jr THIS MICROFILMED 10 ! I IP DRAWING IS LESS CLEAR THAN THIS NOTICir-IT IS DIN'TO QUALITY OF THE ORIGINAL ,ru,,,.� bRAW I NG. --- -- ----- - 0c 62 0Z a 9? SZ 02 £Z Zl I Z O Z 61 131 d l 91 S I b l C I z I I I 011 6 0 L 9 S Ir £ d)I�IIIIIII�IIIIIIII1�1111111)I�IIIIIIII�,III�Il11I11NItIt1�u11�unII�s�I�iuINnIIII1�1111IIIIlIl1lIIIIII�IIItIl1�1�1111111i1I11lIIIlII�IIIIIiIIIhIII�IIIIIiIIIItU'��IIIIIIiIIIIIIIIIIIIIIIIIIIIIIH� Ow IInIInuIIUIIlI1lIUl1IIWIlII�IUIIIlIli11111111I1111IlIIIIIIIIuWIIIn ;d I.. ;� � .,k�u JULY 1992 erss�wrrr«.-. ..�. ....._,..•_,,,._. ..,.,,-_ +-wr..�lr,1a.�--' ^'.. .-�...-l.rM...-�,�..--.-...•-.. --�-.+'------ *. .. ...rl..__...__... _ .r.,.M...1.�5.: . _ __- .: --+,.:xek n_y ...ys...n . ... _ _ _ _ , A C 0 E F V H Lk IV IEZFIF_�_D 14 r 4"') PC-fP- C)f0C) -0-4 7- C_ -7, 71 % 00 JYA /0 00 0 0 J) 0. C� Kj-88 ra-13 3 7 -A , 0 0 01-1. 1 110 L 0, 12g., 16 6,0* 15 U P-1 M L -4,Nj 6,-1 fe 4t 00 K_ vy. 09-, 0+ 316 pc�_ , \ __T If -7. -7 11 f_, x� ZI •it 3G, T.C- 2-?-7. 9H -3 4��F,� + " 'rC ?-a 7, 10 e,.9 , ,1:1 IA� I I- f, PC._+ �Ir)_P(z � 2 -,r i, Z-- C la-26,01a I 11� o #4 -A 2 35 8 1 V > 1,01 ecl 3 2 ireell 6A 61). `X_' 80. 73 PT -4 1'1 Ib All- T 0 3 57 op -641 .1 00 '19 1 - -oil rf) > - OUT T- LF-7 ON 01 [p It, I I E =��3 �0 O sd'4`1� t` / � \S, \, � 1 �� f�f �• \`r u\ - z `%_1 - 0 V. ,A Did" e'012 3 5 tI_0 1 -3 3 00 III 2 �38 337 x IS, I Nee I-, Al -78 183 377 I." t 0 + 5C) r "r, 7 C 2 2! '1 "r C = Z 78,01 _/oor" C) i=L -2 + LH > Z 7, G 7 -5 H f.�211_3 7 F>C jr_f 55 * 32 .37 PCR .78 + 93. 3-7 -SUMr-1, DIZ . -I + 12, C)a PC- ITC.- C . aa-7. 5G C.= 223.071 ZZ Tr_ ZZO. 71 A 7C. 4 2?e . -4 p 355 u 5C) + 12,51 52 +75 Q L F-='-r o (0 p C_ra Nu Ie 6\ In 001 In 5FF- 5HT. tt,)0. 1 H , 4z 'd 0 70 10 S. \/",J, S U I"' M E: Z F LD 0 V . gin S?-+ 7!5 IQLET 0 ki-850,43'-37,L\A/ 20 o 001 110\ I n L-1. � +I -)W_ = 5 )8. 37 5UNM, L 55.00 + r) u 1 r-1, 2- I-)+ 57 51 a 97 5'+V 9,a r * 75 50 + 98 ,02 PV-C- 7 C aa'7. 71 -rc_3 a I -rc Ea -3 G_3 3G2 3(a, I 3GOoff Z -,a'1.2 _39 1 f 2 T. C T C__- E IC). I ti r-C e3l."I 3 5 a rj rav_ ZE f1d 7ffl� T 3 4�_ Aft T pi- tj O Al if IN. ff I lu -4It ,r— T=r_1 4- 1IT cZ In Old Tf) ..................... �Q-_u ------ P-2.0 rQ It " - k 3 __v 114 V,C fQ to F!j > > > It Z97, 916 ?-&Zl ro N _73 L-1 I F_ fL 9-- CL\ -T co �Qe v -w— XL tWY - --- ___r 4___ 49- T /bio '_j 4 774 + 4 -120 -4P 4 -4 fq 0 u + 4,4 CD -4; - ----- U OD 1- -4- 1 - . I - - .1 x f Aj - T T-- 7:0 — rl T 0 It _0 -0- 4j t T() T REFERENCE INFORMATION AND NOTES: DESIG14 SCALE L r-1;r _7UALATII"tQ DEVELOPM = jz S LI M E f2 F1 E. L ED - P H A SE IV- Fi t . K2 LD 6_�. L-.1 1:_- Nj I—W_/-�k L_ NOTES E N_�_T _r. I'I, H. 1 0� 5' V F:L w-1 HO 4 1 ZO NJ TA L D A-r L-1 M - ��U r-1 1-1 E_ii4.V�I E 1-0 PL S -7 ► 8 15300 S.W. I I r. _W A\/ E . PL LATS 7 fRACED JOB No. 5 - E.ZT1C-A-*L IDA-rXJr'- 1 Ci-r '-i' CD -VIUAV-ZL:�) (USC_ )eGe:') 10 1 71G92D ) OZEGON_� ) 97 ?_ a_3 IS T FZ E E -T 11`'11 P Z 0 V E 1"-1 E -TS 5 1 0SHEET CH�-UED riarris - McMonagle Associates R L A N-) Pf;Z0FILE 4 1 - "EW_pIF_'_CD EDW- ,VF_ U7- —1 J4 - FNCINEERS WPWYOPS REV DESCRIPTION APPR. DATE DATE 8905 S, W. COMMERCIA1. STREET Su t-1 F-K F I I-L_0 L K-)F_ REFER TO TRACING FOR LATEST REVISION 7- 7e. TIGARD, OREGON 97223 A C F G H EK L. 1,40 7 6 01 r 2 449 "R am -rill 11111111 1 ill It 111111 ' lilt _zW 2 3 4 5 6 7 8 9 io 1 12 NOTE I F TH IS M IGROF I LIVIED DRAWING IS LESS CLEAR THAN THIS NOTICIii- IT 15 DUE TO THE QUALITY OF THE ORIGINAL O"e'DRAW I W. 0E f)2 92 LZ 92 2, fp 2 EZ Z? 12 02 61 61 LI 91 GI tp I EI 21 11 01 6 9 L 9 S lip E 2 1 JULY 1992 1 -7;5?V_ F :IL :_Te t 1 ; rit; provided that all ;idewaike as .equirc(�by the plans and ;Lnll be installed throughout said subdivision not later then r• � the .trite of this Subdivision Improvement Contracti, h, ll. l.•.rni::rjltng trees on that portion of each lot between the public �k 9 the cirb (parking area) as required, shall ba planted and in place f .r f":.,l in 1.•, r tion Hnd issriance of oc:upancy permit for each such lot ).v1,lon. 11rovided that final inspection and application for occupancy it :,ic•3 within nn,� calendar month from October to April of any year, such 1 :in,, -•-ty l;c d,,forred until the next following growing season. In any event, 1 ' 1ng tr -s in all areas nhal' be planted and in plrce within the entire (3) years from the date of this subdivision improvement �. A ,ne (1) inch Cl•r9s "C" nsphaltic concrete overlay shall be placed, n ^+r (1) iftor final acceptance of the improN rents, on all streets in !•i ivi.•iun. i (1,)) The parties hereto hereby adopt the fr-m of pei:ormance bond, copy f i hri,Au attached and by reference made a part hereof, and .etitioner a to }:ave -aid bond ex:cuted and filed with the City concurrently "tt ,n of this agreement at or prior to the time this agreement is 1 n 1 !!11f ,f the City. (1 1) Thp -I,:.• 'ic requirements of Paragraph 9 hereof shall fur all purposes 1 , 1 :i• a ns a ;,•+r: of the .bligntion securad by the aforesaid performance bond rrty •1;x11 be nti.tl,_d to recourse thereto in the event of default on the �n,!r with respect to any requirement thereof. P'-titioner acting by and through its duly authorized i Wfi(-!rs pursuant to resolution of its Huard of Directors has caused 1 nt to Dr executed, and the City acting pursuant to resolution of its s l • t.--d nt a r.r!.rting ther•i!of duly and regul,,rly held on the ___ day 19 has caused this agraemwnt to be executed TUAIATIN DEVELOPMENT COMPANY, INC. By=--------- ------- (Pres.) FP.ANKLIN SERVICE CURYORATION Dy=. _.-•---- -------- (Pre s.) THE CITY OF TIGARD, OREGON Mayor Securder -3- STATE OF OREGON ) as. Cr„nty of ) On this day of , 19 , bc-tore me appeared and 1-t1, t., me personally known, who being duly sworn, did say thu, he, the said Is the President, and he, the said _� II is the Secretary of the within named Corporation, and 1h,it th, st-al affixed to said instrument is the corporate Feel of said Corporation, .,..I that the said instrument was signed and sealed in behalf of said Corporation by - ttta ,ity of its Board of Directors, and and acknowledged said instrument to be the I ,ci art and deed of said Corporation. IN TESTIMONY WHEREOF, I have hereunto ` my hand and affixed my official teal the day and year last above written. Notary Public for Oregon My Commission expires 1 A I'E: OF OREGON ) ss. t unty of ) On tni5 day of , 19^", before me appeared and _ I,ot+ to me personally known. whn being duly sworn, did ;a•, that. 1:e, the said I s tb,e Presidt—. and h,.� the said _ is the Secretary ^____ of Lr�nk�tin the within r+i-A Corpotatio*,, and that the efflxod to said instrument is the corpotatr %eat of sari ':orperation, aa,i tha'. ti , stld instrument was signed and sealed in behalf of -i'd C—1—talion by authority � i tts Br,ard of Directors, and _^ and __ acknowledges said instrument to be the f1eE Hct and dtpd of .if,l t', •p„tation. IN 'TESTIMONY WHEREOF, I have h«treuntrset my hand and affixed by official seal tho day and yesT tact above, written. Notary Public fr. Oregen t p, late Acknowledgement MI Commission Expires a.. CITY 0 TIGARD DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET •()JECT NAME -- PROJECT NO. (1) PROJECT FEE (City ord. 68-48, Soc. 10, Par."A"): " 1 Co Ks fie) ' a)Total estimated Improvement cost . . ... 0 til. +57s�89.7jm346)3199,G3 b) Less son. sewer est const cost 41 �Igly i.10 Adjusted improvement cost .. $ rsubtotal) C) .010 X ` . . . . . . . . �y I113�� sublotol) (2) SEWER FEE ( U.S.A. res. 70-12,See.B, Por."B"): a)Sewer plan cher,k fee 8 Inspection fee I) •j 10.0 0 X 1 Cnr] (no. of loft s • • •• 1'; "�' 2) 0 100.00 min L:J . .. .N,A, bl Permit tae 8 connection charge paid . . ..NIA� ,. , , .,C3 0 Sewer district rontract surcharge paid ... .A..... ...0 1 (dlstrlet nelne --- (I) STREET LIGHTING FEE : a) P.G.E. lighting schedule no b) Mthly rate option (type of light lumens 4(mthly►otlX (no.of tights) Iypeofpole pe X s -- (mthly rate) (no of lights) II II lyr = 12 mth's (subtotal) i E xh b t 2yr = 24rnth's Xct r Isubtotal) (no.of ali ( 4) SIGN FEE (Itstn+instal latIan) (psrsign) (nootsign) STOP 4._ X RESTRICT OCCUPANCY 1I X - STREET SIGN — X = _r COMB STOP/ST NAME # `i. X NO PARKING 4 X # X (m'scl type) miscl type) — I 9 b 3 RECEIPT NO �L47f° 4 KATE PAID ,�hsck `Ql VI� cash p �,�.. GRAND TOTAL ' money order C3 *Insert Sewer,street, a 0,d` :ti-n C;o,mE''UTAi-ION SHEET PROJECT N0. -,tOJECT of (1) PROJECT FEE (City ord. 68-48, Sec. 10, Par. A ):87on9ssite).90 plus 3 (off 7site) 45. 389.63 a)Total ostimated Improvement cost . . .. • �L9-- b) Loss sun. sewer est const cost �+ Adjusted improvement cost . ........ . ... ... L7«?24- subtotal) C) .Otd X 214.220.53 (sublotol (2) SEWER FEE ( U.S.A. res. 70-12,Sec. al Sower plan check fee a Inspection tee , I) 10.00 X — - - . . . . , . . .. 11 920.00 Carl (no. of Ints)^ 7) � 100.00 ruin. 0 . ;.a.. C3.., . . .• bl Permif fee R Tr.A-connection charge poid. . . . . c)Sewer district contract surcharge Paid ..N,n.•• (dlatrict name- _.--. _._..__------.) ` (3) STREET LIGHTING FL"E : a) P.G.E. lighting schedule no b) Mthly 11`0119 option no type etlighfa tumene_� s x - �,` (mthly raid (no of Ilghte) type of pole oMp�!oi °i --------- --�i-I r X �— -- ��--- (mthly rofe) (no of lights) lyr. = 12ntfh'9 (subtotal) — Nater Exhibit "A" Compliance 2yr.=24mthi �} Agreement (WbWtAx(nor.OtMthe)' (A) SIGN FEE (ltemi-inetoltafion) (per^'On) (no of sign) STOP _ X _ RESTRICT. OCCUPANCY X STREET SIGN - X =— ` --- COMB STOP/ST.NAME67.4�_X _ 9 NO PARKING ti X ' Inc+nl I.nd --- $ 12-65- X Wool. type _ ! _ X e a —'Wiwi IYPe) T # 639.70 RECEIPT N0 - nATE PAID --J---- ahook ❑ 5,673.01 ')RAND TOTAL -": , ry:nn•e+t+ w cash -"Orley order C-7 It�erl:se.ve►,stlect,.,r 1-`0 n I ` t � �1 J S OG•731 lc at�.�l Development Co., Inc. 1232 L ' I•I 11-300 S.W. 116th Avenue TIGARD, OREGON 97 223 _ I DATE CHECK NO. PAY AMOUNT I I l(� 158 5? I, biC.00 I '70 THE OF Cl TY OF 1 ' ;AR0 TUALATA DEVELOPMENT ., N1� � y 'fIG�,RD BRANCH,TIGARD I or Sl re UNITED STATES NATIONAL BANK OF OREGON 1: L 2 3 '111,0 2 9 ': S 2[111 t :�Y1�'tTB• :�*i'��9,1�1).t�3i.i�!'rc-is�cylT4'a•�nc��^.. .. GI' - � . DATE REFERENCE - GR09f DISCOUNT - •PREVIOUS '------ I -�` AMOUNT _ BALANCE BALANCE R E M A R K S.' 7 0.00 1,670,00 SEWER FEE F.OR PLATT 7,3,8 I 1 1 PLEASE DETACH I THIS REIAITTANCE AEVICE T14E ATTACHED CHECK— IF-FORE DEPOSITING CHECK IS IN PAYMENT OF T14E TUALATIN DEVELOPMENTCO., INC. ITEMS FISTED ABOVE I 15300 S.W. 116TIl AVENUE ------------- TIGARD,OREGON 97223 n r `e❑ C] ❑ LJI J t � r �, M to Yl3 0 10 _•_i I In, N _ >s i r O n rrs'_ c (A OCLx- 0 -C 1z" al ai vl ii NO v 11 El El < U 0 E LL- LL. 0 c " -I-( Im CL LZ 0 L v _: El 0 El 11 CCD Ct-3 ru E UT16 NOUIHO (luvoll 3nN3AV H1911 'M*9 00c4t ONI "00 IN3V4dOl3A3C rawivni 3HL..401N3WAVd NI Sl N:)3HD ONUISCMIC) 3uoj 11 34::)3H:) C3314:)VIIV 3HI 3JIAOV 3DNV11IW3d SIHJ. HDV13C 3SV31,1 77 E?:Sjl LiV' ld )J03 33.E LJ34US 0 O'O'L 9'1 00*OL9*1 01 I -;Nn.wy .'s 34 v w 3 a 3IN"Vo AN .. no:isi(3 sso"a 33N3N3A3H 31va IIIU2 S 9 :11620-2 12 t :1 N009NO.40 YNYS IVNOIIVPIa3JlNn GUV—.� IIUNV' GUVE)II fir, USIS N IL N.11 N d 13ABa t�rlv%lni 0 T. CJJYV) Il -40 U Alo u3ama 3141 0-1 0 9 AVcJ INnow4 v 'ON)103F40 CUM NOEMWOUVE)II OnUDAV 419 'M'S OoCcl, 'DLII u,,)Ludo[-,)A,)Cj LL UNIFIED SEWERAGE AGEI-4CY OF WASHINGTON COUNTY ADMINISTRATION BUILDING-- 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 (503) 648-8621 BOARD OF COMMISSIONERS Joel Wesselman BURTON C.WILSON JR.,Chairman General Manager VIRGINIA DAGG Room 302 RICHARD C.HEISLER RAY MILLER July 13, 1976 ROD ROTH City of Tigard P. 0. Box 23557 �L;��y'r'r�_L_) Tigard, Oregon 97223 Y OF TIGARD GENTLEMEN: SUBJECT: SUMMERFIELD PHASE IV PROJECT Enclosed for your file are WyO sets of the construction plans on the above-referenced prosect which has been approved by this Agency and the Department of Environmental Quality. Very truly yours, Engineering Division Unified Sewerage Agency 7?-14B i�� „1 P''o� J; �r �'. /;� � 1�f� J �. '=`v w �, <� aJ !,� /, o�� {� ,, , � �i ,.;J '�/ � �, �� '� �� a (i ''� ILI ac r - t — I 3 U Qt, - rD } T of Gf x9on D=a rt,Fr,l 14u 1, �rttAF •4 WATER I uAII. Co _ - - rod - - _ ovr_ D Vy 6 11948- UNI' TIED sr. sub c letter at se m 1 n T a _ p (qN 3 8Y - - - --' -- -- - --r-,-rr— f J USW } vi Uj/Q _ Of—LI �LNIAL QUALI 5 .41E 1\—) I T f-.1 Q-7 E SHFFT t e s p (�� P IZ-0 F I l_Ems. ED LI N_� r. H f 'Q DEPARTMENT OF iUL ENVIRONMENTAL QUALITY CITY OF TIGARU ROBERT W STRAUS pDY,INd 1234 S.W. MORRISON STREET • PORTLAND, ORE. 97205 Telephone (503) 229-5255 July 8, 197E Unified Sewerage Agency of Washington Covn'-y 150 N. 1st Street Hillsboro, Oregon 97123 i Re: S - U.S .A. (Tigard Plant) Attention: Mr. Charles F . Li_ebert I Gentlemen: We have reviewed plans for proposed construction of sanitary sewers to serve the "Summerfield Phase III Project" located within the Unified Sewerag- Agency of Washington County. This project is herewith approved subject to the enclosed standard provisions. Four sets of plans submitted are being returned bearing our stamp of provisional approval. Cordially, LOREN KRA.MER Director Harold L. sawyer Administrator Water Quality Division LJK:vt Enc . cc: Harris-McMonagle City of Tigard----- Portland District Office Washington County Health Dept. DEG h w A t WASHINGTON COUNTY �. ADMINISTRATION BUILDING— 150 N. FIRST AVENUE fi- HIH SBORO, OREGON 97123 BOARD OF COMMISSIONERS I line. 23. 1976 DEPT.OF PUBLIC WORKS VIRGINIA DAGG,Chairman RICHARD C. HEISLER ROOM 201 RAV MILLER 1603!64840% T ALLAN PATERSON MICHAEL SHEPHERC Tualatin Development Compar. � 15300 S.W. 116th Avenue Tigard, Oregon 97223 0,�, i�� lines J, Re: Summerfield Plats 7 & 8 Gentlemen: A copy of your sanitary sewer plans has been submitted for approval of the connections as concern streets under Washington County .jurisdiction. Please be advised that utility cut permits must be executed for the "A" street connections on S.W. Durham Road and on S.W. Sattler Street prior to any wo-k commencing within these rights-of-way. We also wish to take this opportunity to inform you that it will be necessary to obtain access permits for all proposed street connections to S.W. Durham Road, S.W. 98th Avenue and S.W. Sattler Road prior to making connections. Please submit proposed plan, profile and drainage plan to this office with vour application for permit. Should you have any questions, please contact this office. Very truly yours, .Jerome J. Morse, P.E. Chief, Engineering Services B / Y LyI Sharp Permit-Inspection Supervisor LS:ja cc: Harris-McMonagle Associateg 8905 S.W. Commercial Tigard, Oregon 97223 City of Tigard P.O. Box 23557 Tigard, Oregon 97223 Attn: John Hageman, City Engineer • ........................... ALL SPACES MUST 'L.-JE ENDORSED PRIOR TO APPROVAI Oi-' i-HESE PLANS PUBLIC WORKS DEPT, DATC--- PLANNING DEPT. BUILDING C .'T. COUN!Y HEPLTIA CITY AOMlPnSr* z I. r) TIGARD D13T E)ATC. GENERAL TELEPHONE U 8 A N.W. NATURAL GAS 804 T T. R. R. 0. my D AT C CIRCULATION COPY s 11 A 1z 1?1 -M CM0N.:k(;r.y, .fk KH0,C,1 ATE8 lam(AIN V RNA-AhpV■ton" gM16 S.W.O()MMERC[AT,04TRZIET Ttt,AHI.OR104itIN 07228 Timor.rI1oNR (Boa) ono-n*5a PROJECT: Stlrranerfield Phase IV Plat #7 SUBJECT: Preliminary Cost Estimate ( page 2) UNIT UNIT ITEM_ DESCRIPTION MEASURE COST TOTAL SANITARY SEWER 1 . P" C.S.P. in place l. f. 6.60 $27,442.80 611 C.S.P. in place 2312 l, f. 5.90 13,640.80 1. 4811 dia. manholes w/ sleeps 19 ea. 700.00 13,300.00 4. Pipe zone rock 6.- 70 l. f. 1.00 6,470.00 Vii. Drop manhole 1 ea. 850.00 850.00 6. Trench compaction 6470 1. f. 1 .15 7,440.50 7. 8" x 6" tees 81 aa. 25.00 2.Q25.00 TOTAL SANITARY SEWER . . . . . . . . . . . . . $7t,169.10 WATER SYSTEM 1. 8" Ductile iron pipe 227) l. f.. 7.140 $16,798.09 2. F,11 11 11 11 65U l. f. 6.50 4,225.00 3. 4�� 11 11 11 1700 1. f. 5.20 8,840.00 1. 8" x 6" tee M. J. 6 ed. 120.00 720.00 8" x 4" tee M. J. •4 ea. 95.00 380.00 ',• 611 ) 4" cross M. J. 1 ea. 75.00 75.00 7. 8" x 12" tee 1 ea. 157.00 157.0( 8. 12" cleave M. J. 1 ea. 53.00 53. )) 9. 6" x 10" tee M. J. 1 ea. 148.00 148.00 19. 10" si?flve M. J. 1 ea. 51.00 51.00 11 . 8" G. V. M. J. W/ valve boxes 5 ca. 245.00 1 ,225.00 12. 6" G. V. M. J. w/ valve boxes 7 ea. 210.00 1,470.00 13. 4" G. V. M. J. w/ valve boxes 6 ea. 175.00 1,050.00 11ARH1S-MCM0NAG.[.P,, ASSOCIA-TEN ■NCO INF:can-must vair(/NM W105 N.W.04)1*t M14R(JLAL l'TRXWr 7*111ARD.0Rrt)0N 0794f1 i 'I'ei.Mrl/aNA i6t131 tl'i0-A169 PROJECT: Summerfield Phase IV Plat #7 SUBJECT: Preliminary Cost F timate ( pr.Ke 3) WATER SYSTEM ( Continued) 1'+. Fire hydrant incl, tee, valve, etc. 9 ea. 750.00 $ 6, 750.00 15. Misc. bends & fittings 500 lbs. . 75 375.10 16. Blowoff assemblies, permanent 2 ea. 160.O0 320.00 17. Rock bedding 4620 1. f. .60 2,772.00 18. Trench compaction 4620 l.f. 1.15 '. ,313.00 19. Rock backfill 6o C.Y. 4.60 276.00 20. Pavement restoration 30 .4.y. 4.00 120.00 TOTAL WATER SYSTEM . . . . . . . . . . . . . . . . $51, 118.00 I NIN ft 0 I1A1312(�i-�11'NjJNA(3I.Ir AsSO(:IATX.N �1N.11"�F.RHH-AC7N�N 1l1HM 11f>U6 !1•:V•(%t)IyMICR1'IAL R-1'RPo r ORB:4j41N 0722y ,r1o1.1c1'n4)xic (611.3) 0:1111-849a Jun( 17, 1976 PROJECT: Summerfield Phase IV Off:<ite I Ccm�,�,�.c wi � 4'.tee p �) SUBJECT: Preliminary Cost Ratimat(, S(lmmary This cost estimate ,ummary is for the half street improvements of S. W. 98th Avenue and S. W. Sattler Rd. Also, for the Durham Road storm drainage offsite. SUMMARY S. W. 98th Avenue $21,168.23 S. W. Sattler Road 20, 103.18 S. W. Dtincc,n Rd. Storm _ 16,418.32 TOTAL OFFSITE. . . . , . $57,689. 73 This cost should be distributed among all lot, in Phase IV $57,689.73 357 lots $161.5 per lot � J CITY OF 1IGARD OV •• �._, 47 11 A1?141N-X1(,"M0UANA()1,x Ar�sOC I A'1'A.v 1 .O T4161 MRR •Poo4[+N v IETO RM I J Rm,n14.W.C43M%Ipilh:'IAT_, 14TREMT JUL ��/`% Ill... TIRI),ORINiON 907223 'I's1.N1'I10W.0 (RI13 IIAW:14NN Junr 17, 1976 CITY OF TIGARD PROJECT: ; ummerfield Phast IV Plat #7 SUBJECT: Preliminary Ctist E!:timatr UN IT UN 1T ITEM DESCRIPTION MEASURE COST T(YrAJ. STREETS 1. Lot Grading, 92 ea. 50,00 2. Excavation to Sub-grade 1•'4,278 C.Y. 1.10 15, 705.8i) .3. Standard th" curbs 9,175 l.f. 2.04 18, /17..),) 6" 1�" (-) base rock 5,9.1;j ton 14.20 2= ,Es X4.00 ' . 1" 3/4" (-) leveling course 1 ,135 ton .4.20 .,• '31 . (� �' • 3" Type "C" asphaltic concrete 3,140 ton 17.75 :3,at,,�,' 7. Clearing and site preparation lump sum 2,00.0.) u. Earth berm along Durham Road 1,370 l.f. 3.00 ,1110.00 TOTAL STREETS . . . . . . . . . . . . . . . . . . . .$128, 387.8) STURM DRAINAGE 1. 1(1" C. P. 'f&r, 670 l.f. 5.40 3,618.90 2. 17" C. P. T&C ?00 l. f. 1 , 300. '7 i. 1 ." I'.M. P. 11, Ka. 1182 l. f. : .60 x,`1;13,1 t;. M. P. 16 ga. 260 1. f. 11. 10 2,89h, 10 5, 3t ' C. M. P. 11, ga. 356 l.i. 20.85 7,422.(, ) h. Inlets City standard 17 ea. 240.00 '(,;)901. ,)0 7. FJfld inlets in golf course 2 ea. 450.00 900.J0 8. Storm manholes 5 ea. 760.00 3,800.09 9. Overflow gate tit golf courae lake 1 ea. 300.00 300.00 10. Trench compaction 2668 l.f. 1.40 3.735.20 TOTAL STORM DRATNAG7 . . . . . . . . . . . . . . . $37,025.00 HARRIS - MCMONAGLE f MATES LIEUT M (IF TURZATTUL 8905 S.W. Commercial street TIGARD, OREGON 97223 DATE JOB NO. (503) 639.3453 ATTlNTI N - --- TO IRE // ��1_�� s'/�/–,—�/�jfTG�y.f Zvi✓ �C� GENTLEMEN: ---- -- - WE ARE SENDING YOU �� Attached C] Under separate cover vii __—the following items: U Shop drawings D Prints ! 1'Plans ❑ Samples ❑ Specifications Copy of letter f"I Change order COPIES DATE NO / DESCRIPTION ems"' es• /� /tl. I�.. —,.I+ :7 - THESE ARE TRANSMITTED as checked below: j�T'�For approval 13 Approved as submitted 11 _.—Resubmitcopies for approval /❑ For your use Cl Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return---corrected prints G For review and comment f-1 ❑ FOR BIDS GUE _ _ 19 _- ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS-----..._ ------ -- --- --- — — CUI'Y IU I SIGNED: � It 6nolon410`08 on not•I noted, kindly notlt`U% at onus. i City of Tigard INSPECTION REQUEST I for INSPECTION TIKiE : 2f,'' PERMIT NO.: DATE: DATE ISSUED: _.LJ OWNERS NAME : _ I ADDRESS . I CONTRACTOR : TEST: Air O, Water ❑ , Visual L000rctory ❑ RESULT: Approved Pq , Disapproved ❑ , Pending [] 1 SKETCH: I I i I i i I INSPECTOR DATE ICOTE : Attach supplemental fest data heret-10 l i April 30, 1976 Mr. Bill McMonagle Barri3-:4ctilona to ASSOCiatus 8905 S.W. Ca.lraerciel Street Ti4ard, Orcuon 97223 Res File No, S 2-76 (summerfield Fhrlse IV) jDear Mr. X'ct-'or:a&1e j Please be oeviscd that the Tigard Planning COU111ISS1.11r1p at their regular G,eQting of April 2t., 19701 co:-;sit!ered your 'client7a request for preliminary plat approval of Phase IV of Surnnerfielc', and a variance of the subdivision c:-,,!a provisions prohlb.itin- offset street intersections of less than 100 feet. Your 4uba11s31an was approved, subject to the folWina coaditionst �' 9 3 3 1. Vint lot 354 on the 3rd fain�ay anj lots 391 and 392 'v the kith fairvay be deleted. 1 2. That radius of the north-south s;,inc ro,11 Ie increased where 1•ats 391 and_ 392 and 393 have been eliminated on the 4th fairs-ay. 3. That the .arinnce for thce offset intersection be approved w th the provision of 36 feet of pavcr.ccnt in this area. 4. TiLat pedestrian access be providcd from the tuvnhousc area adjncent t.) Vurh;.rn Road to the 3rd fairway along; the Western plat buundary and that pedestrian crossing of a pacelnent texture type be providcd from each stce�n to the tacxt tee. 5. That adequate tura-around ;pacr, bo provi at the road termini in t1►c townhouse area adjacent to'Durhaw Road anfa talc 3xd fairway and that all axclusivt txuergency access Tans: be provided here and on the road enterinb Sattlet on tha west. Also, tivtt no pazkiug signs be provid-d at the end of the to4cho1s!1e street ora the Westetn plat boundary to avoid bleckage of time tura-arousr.d. G. 'ih:,t all lots abuttiug Uurb:ua hard and 5attlar Rand pat be E,ercAtted acee s onto these reeds. 7. Mit the wall built Along, Uurlstun Road in the first phase of the project be continued alon& thic portion of Vvrhum Road or, if this is Clot ccuccmtcelly fessibls, a landscsPr i bona could bit an option. S. That 811 iloit,ta WT-.1xa strGsts juin WiLh the plat boundary a street Flu;; b� prove,'.-:. •;,11{-;1nt den..,t.3 stzF•4•t �� . , n , t''.. plrL. P;,a;;e 2 ti Mr. kill Yc :-jo. ,:.s April 30, 1976 V-, 'Lo it all front and rear lot lines will have a 14 foot utility eaWc: rcrat rr1 cidc lot lines a 2i fof;t easument for drninagd at:d utilit.tel. A 11. Public ueq areas should be desian�tad e3 such on the pr<,t. 12. Half street improvenents be required on Sattler Vc-.j n.,d 93zh Ft' 13. That the 23 foot tangency rrquirt.-cnts be arpliced to t'„L,. St�meifJaid Driv ,Ks is = at its intersection gait 5.� . 9at'�. 14. That a pedestrian patli be locat4?d in order to connect the a ja:cnt the loop streets in the cnstcri PartiQI-I of the plat. 1 J. That the streets be con:;truct`d accurdinu to th^. submitle:d cross•.ectional d Stntcr�ly, Dick Bolen Planning, Dir,.jctor USI t l�� ' hotet The following acknowled4etitnt must be received Ly the City or ligard within fourteen (14) days of your receipt of this. leiter. Failure to return this acknrhrledgement may result in ettt,,n by the City of Tigard. I hereby acknowledge this letter documenting the action of the Tigard Plarrniag Qxrnission. I have received and read this letter and 1 agree to the decision here documented and to abide by any turas and!or eondittruns attached. Mt Building Offictnl Tualatin Davoloprment Corp. P t n I'C T✓i nu Les 4/204/76 There being no further public testimony, th public hearing was closed. X. Commission Discussion and Action: o Krause moved and Moore seconded 'to ccept the staff report and amend the original con ti.onal use per- mit so as not to require paving the parking lot until 2.177. o Mot.wn approved by unanimous -oi.ce vote. 5.7 CONDITIONAL USE PERMIT CU5-76 (K ssi.nger) , A request by Earl Kess3_nger for o, tsi de stora&? of wood products on a parcel of land in a:n M--3 (light indusLri.al.) zone at 12560 SW }call Blvd. (Wash. Co. tax m:lp Sl. 1-BC) tax lot 2401) . (tabled from April 6, 1976, ineeting) A. ilepor L: read 1 Bolen. • I A. Aj--,pl. (:;,3n i s Prc,,,er none i C. Public Testimony none I D. Comin i ss on M :;Q,0.3sion and Ac Lion: o Moore movv,3 „)d Goldb;ich soconded to approve the cotI AI.l ':31. 1.1,',o Permit i.f' adequate screen plantings � Frere pl. ce i 'lie s.i. Le and that the landscaping he su ect ,31.gn revi.^w. imous voi re vot, 6. 6. IV - S 2-76 I21}_,(.a13mis3Ton of a request for preli_mi.iial-y p1-at .approval. of Ph;-Ase .I:V of and a variance of the subdivision code provi sionF 1)!,ohibi.i i ng offset street in Le.rsecti.rills of less U an 100 i't. Krause no Led his p;3yt i nvol.voment w.i_th i,i( t s ;il,pl i ca Li un arid st.,.'t•'hed 10w.j while this It, a3 Ltr'r 1dF3A Ue.i 1(d icy � i:he 1'1;3nnirlp Cu,�,�ni r;;; c,n. A. St.:3ff Report: read by Bolen. T3. Aopl i.cant's Pre entaL:i on: i 10 PC Iri nutes M 1F/20 f76 o Mr. McMonagle Srarnmari.zed his Pr oJ- (?rt and stated his agreement with all of -tire staff conditions except #14, whish dealt with straightening a portion of Lhe main road through the development. C. Public Testimony: o Mr. Larry Krause stated his support of the proposal. o nick Drow-n, president of Sunn-nerf .eld 1-Iomeowners Assoc, , noted the involvement of the developer with the residents of Lhe development right now. Mr. Brown stated that the residents of Summerfield fully support the proposal at this .t.irne. o ,i?re being no :further public testi.rr;,-)ny, the public livari ng was closod. Staff Recommendation: Approvr,-1 with conditions as stated in 'L-he staff report. ` R. Commission Discussion and Action: o Popp commended the developers on involving I.he resi- dr?n i.s of the other portions of ,3wwnerfi.el.d rind stated this made their job considerably easier. o Ph i.l 1..i_ps recoi,mended that screening be provided at L110 .I.:lie .faI rways. i o Moore skated i:hat scroc-ning those fni.rways would be .an raesl;hei;i.c di.r„1:3ter. o Moor'e moved sand '111k,3ta r�ec nn(3cd Ljiat the subdivision preliminary plat of. Su,-iioc,.r:Eiold :CV be approved with �, r .,i;ctff reconirnended cr�r�r3i. t'.i.��n3, r,xcepi: condition X14. � I approved by ,_�;,;arr i lncn�r, vr)i.c:e vo i e. i A r^egtio;L fur al 0vr3l of a PI-01 irni-nary plat fcr• Mayfair Subd.i.vi.si.on locate at Hie northeest corner of SW 95th rind nakota Si-,g. (lr,r,, Co. tax map 1fi1. 3/149 Lax -lot 1.500) . A. StOff Rr!port: read Bolen. B. ApplicanL's Pros,-ntattoll. I o ..fi.rn 1'.ac�ris, f,nf,incrr' r`cprr . (In Li.IF i.he cievr0opers, �t.a Lrd he 1-ind no opposi. Lion o Lhe i,r:i f f r c�Ccamrnrrrj;a tiu1,g. ji I . i STAFF REPORT Tigard Plri.nn:i.ng Ccrruni.:s.ion Apr.-i_1 20, 1.9'16 1 97 J S 2-76 (Sl.luunerl'.ield Phase J:V) A&3nda item 6.1 I SUBDI'VTSfON _PRli,LIMlNARY PLAT & VARTANCF , Rosubmissi.on of a rrquest for preliminary plat Approval of Phase I 1_V of Surruner_fi.eld and a variance of the subdivision code provisions � pi'olli.biting offset street intersections of less than 100 ft. STAFF FIND-INGS ` T. ThIs prop(,-,al 1'epre:;ents a rework of the preliminary plat ori. . Inal ly submitted to the Plainiingr Corrnni_ssion at their /i/6 76 meeting. The plat submitted :at t}103 previous meeting i:r3s denied by -tile Commission due to its lack of conformance to the ol,i.ginal.ly adopted planned devel.opmont :one. 2. T}1e tii�i.mary Yarca ��hare a lack of co>lformaaice t;o the n.aster p1.an ;rias noised related to the street system. 'Me resubmitted plan more closely adheres to the master plan street system. The most notable deviation is that the north--south ,,,p-!.no road Is sllo%vn at a 50 ft. right•-of--aY rather tlia.n -the 60 ft. .right--of-way :-,poci.flod on the master plan. In lieu of. this 60 ft. right•-of-- t.1ae rappl .cant :i.s propos Ing a -tree 1 mod street Ian a 50 ft. 1'i.1llt•-of 'Phis is accomplished by mcandering the sidewalks in order •l-.o provi-de tree plan-Line, sp;31.e ;adjacent the curb. '.i'his pl'opos:31 will make tt possible to save s3nriae of the trees on the ;;,est �_,j da of the /Il:h :r.li r•w.ly will-1.e sti.11 provi.d tng nn (adequate ;: i.,l Lh on Lb .s povt.i ori of L:l,la :;pine -r,o;3d. Che Ci Ly cnb1noer:i nes d(-pt. kris si:jted -Ll1n:ir nrucpin,joe of i:hi., nl.ternlat7.ve Inealls of (icvoloping thts portion of ili ) spine ro:ad. Staff's cortce.t,n is I( i;11at t11e originally pinlmod 36 ft. of pavl�rnent width be prov-t(l(,,d -re Dilrbrain Rd. is inter cic Ll A to pl'ovlda, arlditton:al mnnruvc c-tng "L,:1Qf2 in i.his moreGlallf�;':'3 L,?fi 1'�l'C 3♦ 'I'1le vIr( 1 t--u.f.-•,!tiy oil &(1�le :;Lvee l-.s3 has been reducod ov ca, Lhe plan ,;L)bj A ilad for the /1/6 1',1''13t3n�, from 50 ft. to 40 hoiYrv(?r, vorlUC•tt011:3 CO,VrI�i'In Lo -Lel: rin,ti-v p1 nn. rn the r_nsl.tarn l,o-ul ion of Ilie ssubdivi-ston the L`.vo ,,Lroc-ts which In a noc0i .: ou 1;11 have becri reduced t,o oii, i't _)i Lh �u1:11 ,L1 lar�t. I^1i :; }111-;�tS, l,lp I:,he l.r:m�;, uniril;l,i.'1•i!oted blocks or1gi.11R1l.y p['131)0:3cri. I OM30t ,i.l'ee-Ls ?1r-ar Dirl!'3111 ltd. are t13e s31,1bject of a vrari:,i-Ico uff,et 50 ft. the re - rhri red 1.00 .ft. 0.(,, to Ll3e 1 .�ratton of llic pro I C of-mrse on the :31(103 o.£ Llae : p.l oe 3:o ad t -the - -toe t r „ 1'1 11�; from the (30vo Loll n.;rrt on the west tarn of be located any .Cur lb(,- r ,.o i.}ie tiot'DI. 1;1,3 s3 reduced offset of Lbe i n terr,ec L;.on 3 nr.' rs;ri t.a inli Lo ,-ivold Undue encro,icl-,irK rlt can ilae Llai rd f;rl-en. 1 2 PC :Aaff, Report /1/20/76 Itein 6.1. A concern raised at the 4/6 meeting related to the -lack of open space in this phase of the project. 'Bits related cspecial.ly to lack of views onto the golf course in order to create a sense of oponnoss. This resubmission attempts to doal, with -this issue by allowing a clear view acro,,..s the 4th fairway from the termination of Suvimerfiold Dr. and by providing open space on the east side of llic. 4th fairway. 'ne resubiflissi.on J.S a con- siderabTe iniprovomcrit over the original in terms of providing a greater P:;YCl1olo7.,.Ca1 sense of openness for the residents of Lhe community; howuver, staff lis still concerned that the eastern portion of' the development will have a considerable amounL of buildings unrelieved by any open t3pace. It therefore seems a )propriato that some tochniques for provi.di�nl I ,- vtddltional open area Could be utilized by the developer. A moaris of c.ocating a greater sense of openness would be -to increase the widths of the lots in this area, (by (Ioleting some lots) , thereby c-coating, a greater s1doyard area. The resubmitted plan pcuviAes more spa:e on the golf course -Ll,,.In shown on the master plan; however, th.vo are some ixisbrinces whore•• the greens and toes have been seriously encroached, For Tn..31,111COP lot number 356 on the 3A falinvay is only 30 ft. from ,he base of Oie berm of the green and lot 592 on the 4th fairway is nnly 21 -ft. .frown 1.be proposed relocgLed base of the green. In addi Lion, L-be 5th 1ce has bean relocated .100 ft. closer to the groon. Tn order to mi 11-grate 10A.,3 situation, lot 354 on the 3rd fnirway should be ol hninaLed and the road radius of the spine I-oad In- creased In oi-(Ior to Lake 10,13s of the 5th Lee. '.1111s i.i-joroased radlus will alsocosijlt in the si,roet Intorrcothip at, Llio curve at a Fccator tarij-rorcy ' thrin that now shown. 'I'lic -fl--aff roport wriAh,,ii Cor 1,110 V,:33 CO1,1- CCrJ10d about Lbo pcoviston of -;-bO p1'OjC-,C17,# ".11th t110 el tniii,a3L.iran c_)f Uie long block Lbi 10i Lbe -,c t 3 pro j( this Is no 1 ( (,)r n,,3 �rlo,,., as will, r. 110".1ov these i re S 0 1.0 0. POillt,9 W110VC pC-de.,41v, ,1n be prov1dod ---- lrinartly I From tile Lo1,,nl-1ou8e nct,a Dalinin Rd, oril,o the _)rd f,'flVV.';_ty. Al.::n, cro.-,swal-Us :,liniOd be provided fi,oin [,rroen to a P'.1Vr:1'1011t 'LQXt1Jro ii:3ed to h3(?T1LTCy CrOsSfn[113. ,1 1t. '110 lit',-vtolis staff report r.ow3d the subm!.Ued plat to be too a oc,).,,vtijre Froin, file aLlopted m-aster plan, 'M-io !;ubriii.Ued 1)1,ln is 1"1101 -to Ole ii-jastor plan .incl , with the WIA11ill 1,11)I) ,, ! LnJ'r findings, could be nt.(,(.q)tn1Ay in (,Uri- plan. oppro-VnI. of ;1112 -1,1.. A I)l 1;0 wi 0-I Ule, fo]I.w..Only I l.. "hat lotj>(/j on the 3rd fe ixviay rind lots 391 and j()2 on i1le {( Itth fairway be deleted. 2. That radius of Lhe north-south spine road be increased wbere lots 391 and 392 and j93 have been eliminated on -the 1►th fairway. 3. That the vavlance for the offset intersection be approved with the provision of 36 ft. of pavement in this area. It. lrljat pedestrian access be proviand .fr'om the townhouse area ad j,went to Durham Rd. to the 3rd fairway along the western plat boundary and -that pedostri.nn crossing of a pavement texture Lype be provided from each green to the next tee. 5. That adequate turn--around space be provided at the road torm.ini i-n the townhorise arca old jncent to Durham Rd. and the 3rd fair-- v,ay and th%;t an exclusi-ve emergency access lane be provided here and on the road enLcr .ng Sattler on -the west. Also, that no parking 5.1611S be provided at the end of the townhouse street on the western plat boundary to avoid blockage of the turn- %il'Ol�nr}. 6. 'i'hat al.l Iota abutting Durham 13d. and S(ittl_er Rd. not be per- mtVled ;ic uess onto these roads. J. i�7at Lhe •,- atl built along Nrha(n Rd. in Lhe first phase of the 1 Project be continued al on, this pori) on of th)rh5am Rd. or, 1f this Is not (�coni(ni.ra I.i_y fl,asible, a landscaped berm would be .ln opti.on. t ,�. Mat all poi-nts wlierc: ;; t,1 ce is join wi. t.h -the plat boun(l ary a : 1lrcet pl_ut; be provi.(3ed. i 9. tiliat the applicant denoLe streot nnmos on Lhe plat. f 1(1. '.l'h;�t all .f..ront and i•e;Ir lot l. i ,— w 11 lrlv(,' a 1.0 ft. ut.iIity .�s�li1 nt ntid side l )t l lnos a 2' ft, ,.,., ro!-iL for (]vo Mage an,i >>Li 1. t IJ 138. 11 . 11.)1)1is u3e "l-lould be desitnat-od (39 ,3(Ich on the pl;3t. i;�. li;31 f :i L1.'1'(' t i l!!1)1'(�VI_:i 11111:3 1.''(3 requ t'.'ed on 13d. 93 J I I -A. T'l I:i t I.11r_ 2j ft i1;lnl11.)-tcy requi i• -men L be :lppl od to :319 ruwiner- � I1r. ,At i 1,13 i rt i.arueu ti o(l WWI L}l ;)'W 9POI, ,. 1?%101 be l.11(;lli,521i 1'11e 010 1oUp t3t,1'1_1. 1.3 ir1 I.i)I? L110 Writ. 10"� t Hire h. f'('i.,; 11f •(1 i f ijr I.o ;3)o !jl_ilJi'll I,i.IJ1i (:.('uf'.3 - � r Bill lo"ona-,le Harris--?'c',0 n a i;1 mp7,Q Re f 0 re no c, File 1`0. S 2-76 lt7.101 IV) Doar lh,. 1�%.. bnaLlv: Ploosc bo alvicod that the Ti ,-P-rd Plannine 0'.1rin I.5,s,toll, tit tlicir meatinj; of April 6 1976, cousideroa yc;.klr M, for prolt.-riin-nry plat Cip-prav"11 Icir rlwae IV Of Planrickl Dovc1op=mt r-nddc-'1199- This (10,11al T was base-.-I an 1�1c) Vm-P.r11nT,,rj, plan vmm not in keoping with Vie oriainal VL--, r,..ei apprwcdo Xi' Ird 0 ploase do not JOU neod additiomEf inforiz-ati-in cr hc tate to call thlb -offico at 639-!,171. pjan,ibi.;; Director Gcc IN111dinz offict-nl x I i it ;tic>►► by Ctalpr. ljmdn Cook to ,',f-,!L p„tilia heai::agu for Marrti '•r , 19!19 at Iowler .Tunics liigh beginning p t 8100 p.m.; seconded �y chic tl.men Moore. Approved by unanimous vote of Council prc:snnt, (b) City Administrator requested the folrlowing meetin be acbeduled and Council euncurredt (1) Special MeetinG March 11, 8100 P.M. , l.oc tion to be announcNri, (2) Special City Council/Budget Committee eet:inS, March 16t.h, 7:30 P.M. in the General Telephotle meeting roo . (3) Special meeting, March 18th/7:00 M, at the Chalet, ✓(c) Inglewood/Scholls Fercy/121st De(1) Planning Director stated thg Co;ru+tission lead officially removed the burden of the dto impr.pve 115th to Dakota Street as part of Phase III of pheent. Disr,ussion followed. (2) Council requested the Ci y Attorpey s44dy the action taken by the Planning Conuni.ss on apd report hack to Council'as to proper procedurs f Cot}ncil to follow in reviewing the action of the Commiasi n, (3) Council 44rected sta f to send letter to the developar, no' lfying him Council is quer oning ar.ti on Laken by the Planning ronuni ssi on. (d) Nomination Petition for C,, L, Roberts 1, NPO #4 (1) City Adrninistrat r commented h(: ),od received petition nominating C.L, Roberts to PO #4, furttler stating the petition was on file with th ythe City p_c►_�_. 1- (e•) McMonagle/Summerfield Phase. 1V Plat M �K (1) Mr. Mr..Monagle discussed the fee of $1,915 to submit the preliminary plat for SwTunFrfi.ald Phase 1V to the Planning Departi tent. McMonagle \ felt LhF fee was too high and suggested alternate fee V-.hedults. I Planning Director Stated the wctic►ditlE should be re.r:xamined. ,I! Council directed Planning Director to review fer: chedule f and make recommendations to �,ottnr f 1, i Council agreed to allow Mr. 1!;_ijon6 les to c ntinue PliAr,e IV / while Council and staff review fee schedule. (f) Tax Base Discussion City Administrator advised i the Cjt� goes to voters with pf,ipnsed t?v base increase, expenditr:r.es should be specifically identi ied wh,:u in excess of basic operst)r(tg budget of City. He made !:(quP suggestions on pcojeet_s and amounts o be covsIdpred by Council b Budget Ccmmittte. PAGE 4 - COUNCIL MINUTES - MARCH R, 1976 CITY OF TIGARD, OREGON ORDINANCE. No.'(3- .51, AN ORDINANCE RECLASSIFYING LANDS OF TUALAT1 N DEVELOPMENT COMPANY AND FRANKLIN SERVICE CORPORATION WITHIN AN AREA K14OWN AS "SU14MERFIFLD" FROM WASHINGTON COUNTY P-R - PLANNED RESIDENTIAL, TO CITY OF TIGARD P-D - PLANNED DEVELOPMENT DISTRICT; ADOPTING A PRELIMINARY SITE PLAN KNOWN AS "SUMAERFIELD PLANNED COMMUNITY OF 1972" TOGETHER WITH GENERAL PLAN AND PROGRAM; PRESCRIBING CONDITIONS APPLICABLE THERETO; FIXING EFFECTIVE DATE AND DECLARING AN EMERGENCY. THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1: The City Council finds 4-hat pursuant to provisic ;s of -- — Title 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 City by recent order of the Metropolitan Boundary Commission and confirmed by City ordinance, said area being locally known as "Summerfield" as more particularly described on the attached sheet designated "Exhibit A'' and by this reference made 'a Dart hereof. Section 2: The City Council further finds that after due and legal - " ' notice As by the Municipe.l Code requir-d,a hearing was regularly held by the city Planning, Jommission on riccember 19, 1912 whereat all interested persons were affor led an opportunity to be heard with respect to the change in zn-i^ classification of said lands from Washington Count; P-H - Planned 'residential, to City of Tigard P-D - Planned revelopment District; and thereafter the planning Com- rnission,pursuant to See. 18.56.0110 of the Municinal Code, submitted to the City Co..rncil findings and recommendations as hereto attached marked "Exhibit B" and by this reference made a part hereof, that the change of zoning classification as herein ntAted be appro:,ed subject to the conditions '„ereto attached marked "Exhibit C" and ry reference made a hart hereof. Section 3: The Council further finds that after due and legal notice -" a hearing was held by the Council at its regular meeting, of January 2.21 1973. and thereupon by motion wns continued to and reconvened on 'February 12., 1973, whereat all interested persons and the general 1 ,r is were Afforded a further opportunity to be heard with. respect to saj..: propcsed change of zoning classification of said lands described in �'rhibit "A", and tine Council further findintt that no public detriment will result frow.. the granting of said petition and that it is in the public interest that said zaninc reclassification as institutedby the City of 'ri;:,ard be aperoved and rehraerebidlands bas re-zoned accordingl.y.The cutn-!Assiun1a findings a y adopted tine Council's rindin;,s. Section 4: The City of Tigard finds that the d^velOpnlen� of the said lands as described in Exhibit "A" purs-rant to the Planned Development District provisions of the Tigard Aunicipal Cone shall be authorized sub',ect to and in accordance with the roll-wing: (a) Those conditions as recommended by the Plann'.ng Commission of the City of Tigard being 20 in number Hs hereto attached marked "Exhibit C" and by this reference made a part hereof. Page 1 - ORDIIIANCE (b) The development of said lands shall confcrm with, the general development requirements as set forth in Title 18 of the Tigard Municipal Code anr1 the "Summerfield Planned Community of 1972" concept as submitted by and on behalf of Tualatin Dev +lopment Company and Franklin Service Corporation, a copy whereof is hereto attached marked "Exhibit "D" and by this reference made a part hereof. y' Section 5: In acnord:ince with the foregoing ar.d subject to each and -- every requirement hereof, and particularly the conditions jj set forth on the attached "E:xhitit C", the zoning classification of the lands described on the attached "Exhibit A" be, and the same is hereby , changed laird said lands are reclassified from Washington County N-R - Planned Residential, to City of Tigard P-D - Planned Development DisL,-'�t, and are further subject to each and all applicable require- ments of Title 18 of the Municipal Code of the city of Tigard, Section 6: Inasmuvh as it is ,necessary in order to preuerve the Integrity of the .land u'se regulations and to require adherence to the planned development district requirements as in this ordinance set forth, and thereby provide for the proper utilizatlon of said lands it is hereby declared to be in the public Interest and recessary for :he peace, health and safety of the people of the City of Tigard that this ordinance become effect,'ve with the least possible delay, and therefore an emergency is declared to exist and thin ordi- nance shall be effective upon its passage by the Council and approval by the Mayor. PAS,.I•;D: By unanimous vote of all Council members present,thjter being read three times by number and title only, 12th day of February, 1973. Recorder`•=`Litt oW� February,AE'PH��VFU. By the Mayor this 12th day of 1973• Nfa'yori,2 U`ity OT-Ili9arW r,,f , 2 _. (_)HUTNANCF No,73 ' ) Leaal Description r ;. doacribod treat o: i nd'°'being nitu-.ted in The following 1/4 snd S.F. 1/4 j the S.E. 1/4 Of section 10 and the aio Orc;;on. of Section 11 T-25 R'-1D' V. M. gabhington County, a` of 10 T-25 R at the 1be being ron the South the centerlineLofeS.W.Section Durham 10 T-2S R-1W W.hi. being Thence: t1-89 55' 20"-PI 315.78' Road. County Road 4291 th the easterly along c•aid con M. pacific an intersection Thence: 1,-200 30'-E richt of way of S.I1. .acifiQaid easterly ri�,ht of wa to 669.70' more or lees along deed the north19; Thence: alont thecForthclinedasndescribedkinl+9 Page l�' 1 N-°96 5l'-E 910' more or less to the nook 849 pace9 J✓ast line of Lot 16 of the duly recordedoP1`'. tff57'yicorner Bonk Farts; Thcncc: N 0 081-E 246.9 of Lot ty said Plat Thence: along the 1'Iert iinc of Lot 12 N-00 031 -7I 914.76' to the NOW. corn c� of Lot 12 on the i centerline of S.'.7. 'lacve Street C.R. #900' Thence: alone ra'.d ccntct'linc of S.w. Nacve Street 5-G36 10'-E 457.71' the !:.F. corner of said Lot 12; Thence: S-0° Cj or 311 31' along the cant line of Lotpa6eL221};eThencrCner of that tract dtho Southbod Book line2of.that tra-t 203.00' ; yaoterly olonC the ':hence: "-0° 03'-V 208.00' pAI allel vrit'� the encit line of Thence: Lot 12 !'Iillotr Brool: Farm to the crntrrlin"D of Ste^ot; Thence: al.oaj; said ec.ntcrli:zc 5 ?�o 10'-j: «;./11 to ah interorction tvi. ��tcrh�nc,.:1S'-000f S'.l lU!. -h tivcn.ttu C.R. #1415 ott1. C.R. 0�,-.. n1 a1.on;; the co:.tcrlinc 0: C.`t. #9N) to Ole 10?.� "lillo:v ^roo: 1 . Exhibit "B" r RESOLMION OF THE PLANNING COW-ISSION OF THE CITY OF TIGARD ADO."PIt4I FIVD114US OF FACT AND RECOMMENDING TO THE CITY COUNCIL APFi'!V IY OF Zone Change No. 5-72 wHFI"S, p-ic-.edings have been conducted by the Planning Cor,rnission of the City of Tigard with respect to the petition by the Tigard Planning Commission for a chane of zone classi- fication from Washini{ton County P-R, Planned Res.ldential to i City of Tipnrd P•-D, Planned Development. 1 WH}.REAS, pursuant to Chapter 18.84 of the Tigard. Municipal Code after due and legal notice, a public hearing was held by jthe Tigard Planning Commission, with respect to the above described proposal on the 19th day of December, 1972; NOW, TM M"FORE, the Punning Commission of the City of Tigard in mee+.ing assembled this 6th day of February, 1913, now resolves to and does hereby adopt and/or approve the following Findings of Fact with respect to the above desi,Vwted proposal: 1. The subject property is designated for Urban how Density Residential development within the .Tigard Community Plan. This category allows residential do w;ittes of up to 4 dwelling units or 12 persons per gross reeWntial acre. The proposed development { is in su$;stantial vonformance with the Tigard Comvintiy Plan. a 2. That exceptions from the Standards of the underlying district are worrAnted by the design and amenities incorporated in the development plan and program. The plan includes: a. 201 acres supporting 1250 dvelling units b. 1.92 persons per dwelling unit or a maximum of 2400 total population c. Typical residential lot arca of 40000 square feet d. 49.5 acres of golf course and natural reserve areas e. Approxin^tel.y 10,00'' square foot recreation builds;.j maintelance building, lakes, pool, tennin courts and parking for 125 cars. f. Single family lots of 50' x &3' with 1f1 feet front, 4 foot gide and 8 foot rear yards. R^ar and side yard setbacks may be wai+ed for "eommonwull" or "zero-lot line" dwellings. 3. Ttw de-elcl;ment plan is in harmony with the st+rrounOing area and ',rill have a ben,�flcinl effect on the area which t-iuld no+. be achieved under other zoning districts. 41► page 2 4. The system of ownership and the means of developing# preserving and maintaining open spaces is suitable. 5. That enob phase of development can be substantially completed within one year of each approval. 6. The Community Plan doenot sigatecommercial o� development for the rtheasb corners of Durham Road and paci:ic Highway. 7. Adequate community shopping and commercial facilities are provided in proximity to the development--at the King City shopping center. 8. With development of this magnitude, mad itrprovements will be required to serve the additional resident population and those who will use the public recreational facilities. 9. 'rhe Department of Environmental Quality h-0 approved nonoccuy 'Icy building permits--to allow construction of model homes- Connections to the King of City completed plant will de end upon A.E.Q. apP rovnltreatment pl—at expansion during 1973- 10. The Tigard Water District in in the process of eonnect:,tg its lines to the IAke Oswego water system. This should be completed by May of 1973- 11. Housing will have age restrictions In the project by the developer, IT IS FURTHER RESOLVED that the Planning Commission does hereby approve the above described proposal and hereby records its recom- mendation for favorable action by the City Council PASSED by s vote of the City Planning Commission, this 6th day of Fab�, 11971- ,r Prisident AT LT.-IT: 17 Ycretary I a � Prioa' the is,-,va o of any bu,kl.-' ng per, it aitlin the ' elopment; a site plan oir ,a.'_ citir.a dWelorr. It sett' ,; forth tho aito dctl volopmant and irdo sh:ll t. submll.ted to t'ne Planning Coumisaion for roview and "Fxt.ibit C' approvml. This plan shall include but not be linitcd to lermacr.ping, setbacks, building heights, signs, stree+.s, proponed improvements, sidewalks, curbs, gutters, lurking, aorvice and storage areae. 2. All le►id within tho dovelop72nt shn11 bo used for residential and rocruntionalurpones, xcerpt that the area designated for ao,_nerciai uses on tehe site plen may in;lude service and/or profosslonnl office tees asrvimg the development. If such unee are t.pproved, the PL,nning Cot'aiaalon shall approve the location, access, siting and range of permitted uses. 3. Each phase of the development shall be reviewed and A N,roved by the Plsn,ling Commission. At the time of approval of each phase, the densities and uses 9),1211 bo epprovod. 4. A boat and trailer Storuge area shall be designated in an area contained by an opaque fence or sight obscuring landacmpe screening zraintninod at not less than six (6) fe"t nor mora than seven (7) feet in height. 5. 'he apartments in the project thrill be developed in eccardunce with A-2 otnindards tu,leas oth,3rwise approved on a specific site plan by the Plenning Commission., 6. The overall donsity of the development shnll be no greater than 6.25 dwelling uniL•a per acre (i2ri0 t.tal -,nits) with a total population not to exceed 21LCO po�rsonn, 7. The setbacks and lot sizes as proposed for Single family baits shall be approved unless otherwise apecifind by the Planning Commission, except that there shall h.• a ten (10) foot minimum ynrd requirement *fere aiiy yard abuts a public street. S. Approval of any lots to be subdivided shall be through the Sut'-livision Ordinance procedures. 9. Open space shall be maintained through a Homeowners Associel.ion or by the developers with converianta submittMd for approval at the filing of Vie final plat 10. All utilities shall be subsurface installations. 11. Housing shall be limited to an average density of no more than 1.92 persons per dwelling unit. P. $xciude(l parcels surrounded by "Summerfield" shall be inclkiled in th;• sits plPn with the posatbil.ity Of access provided theme parcels to eliroinnte their Isolation. I I J e', til P.1 — EXHTHI'I' "C" 3 73, There shnll bo dedication to 45 feet from cont�nrl`n 1�J c� cc•`{.rwi `y s on S.W. Durham Road. b ._—A Yr, c4 ..h ;s . 1[,, There shell be ded'_cntlon of fent from centerline with R t+0 foot lmpr•ovcment pt vidad on S.W. 98th where the dovelopr�ent abuts both sides of the road and a half street ir:provenent whore the development abuts only one aide of the rond. 15. There shall be dndlcntion of 25 feet from centerline (32 streeteimprovementntiore applicable,Street w1.th half 16. There shall be dedication of 30 feet iron•, centerline on S.W. Settler (31, feet improvement) with half street improvement where applicable. 17. rilleet onthesubdivieio swill be nntgnated at the time. ofthc platting of 18. TT,ere s1,R11 be no occupancy without public wntrrr end .s•.•aer. 19. A copy of the dead restrictions ar,r1 covenants shnll by •ttmchpd to the approved plR^ to help insure c``nform'.ty with planned dennitieh• pr,hse 1.1 of the devalopment shell not be approved unttl additional water service is availRble to the 1lpard Water District from the City of Por',lend ens /o• City of I.Ake Oswego. Staff 1'epor•t - ^JII'cID81".'field" I � I I I i I' I I I I k ��f'ta4 P.? - PXHTF3TT "r" w s„ r"r I I ai n Y np0 $ O� ,a0 si n �• rJ O pr�e� O 6 r r C O C V 'O �. IM7;717I r O Y O O O O C O O Y In r1 O O O N O f C N O C a 01 m N n f KI N d o p d d d ca o a o r Q CL R � 0 a � ! 0 Y 0 0 • s Z 0 0 o O 0 !' C i-' OV V) O W o cr- f _ UI�IIII�IIII�IIIIIIIII�IIILIIIII�IIIIIIIII�ildddrhl,I,hll�ll�i�,l, I�iI�L�i Q � wLy O UJ I I >, 3 a ►— � Q �o I FzOD N.£ m o �\ W U ` � V O I N Q D N G W z Z O O� ' `1 H- Q U � v �. V ►- W, " ►- ul o �y N w a. OV~j c O Z N a: W WW � O d. W W U O w W H It �\ 1 J W U ~ W O O I In F1 D C 7 2 w _ O E U1 N � r F ej V r, - I K C EDURE FOR CONNUIN'S ACCEPT,'.:.CE T7S'I' 1, Clean pipe to be tested by propelling snug fitting i.nflatc.J rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace eac' plug securely. 3. If the pipe to be tested is submerged in ground water, a.usect e pipe prohi by t.ori.ng or jetting, into the backfill material aijai ant tc the center of the pipe, and determine th ! pressure in the probe when al, passeb slowl, through it. This is the back pressure due to ground water. submergence ov,!i the end of the probe. All gauge pressures in the test should be :.ncreased by 0-is amount. 4. ,1d,i air slowly to the portion of the pipe installation under test until thF ut:ernuZ air pressure is raised to 4.0 prig. 5. ',necl. exposed pipe and plugs for abnormal leakage by coating with a so!p solution. If any failures are Aserveo, bleed off air and :,zk€ necessary a epairs. (. AfLer an internal pressure of 4.0 psig is obtai.nea, allow at least two minute f-.r air temperature to 3tal,ilize, adding only the amours* of :sir rcqui.r id to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres:.ure decreases to 3..5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure t.o reach 1.5 prig. time interval. should then be compared with the time required in seconds as c.ompu :ed on reverse side of sheet. 9. List size and l-ength ni all portions of pipe u*a'sr test in t2. 7. : + to one shatm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use scc:.as 6 and L, r.c. ? ? and enter these values in the table on rererse side of s;,eet. 11. Add all values of K and all values of C ic, ?.'ha uudar cast. 12. if the total of all C values is less their► c►.,T, entpr the total c, . : l K values into thr space for "TirT _ Required ir. Secor,d.a, " 13. If the total of all ': values is greater th,in ane, divide th - ,7:. K values, by the total of all C values, to gat tj. Tc make. this the nomograph, use scales C and K, and read ty, Till"ll�I III I TTTT 1�7 Tr7l, - 7-T or w 0 on I pill!ll I I I JE111111 111 J!1I II111111111111111 1 1 fill'11 it. 0 0 0 219 0 0 O �,vi r Illn Jill IIrrTT[1 F7Fm 1711 Ill 0 j ( r 0 ch 1 1! "1'I� 40 at CP. 0 0 d 0 d 0 6 L 0 0 JL a C 0 C, o 7 of 0 0 0 0 w ",I N Ild Ill 11 lit 11, 1,1 11 1 1 1 1 1 1 1 1 1 L i I 1 1 (D w if) N 0 0 0 0 :D I-- W cz) J M z 0 I- U LLJ lI CL 0 W 40 cr w U., CA z 0 w w C') Lr w w D O 0 w It w w U 0 Z z 0 U) i PaCCEDURE FOR C0NOUCTINIG ACCEPT 110E 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 tripe to be tested is submerged in ground wptei, i.u:c_rt a pipe prop-! by t.oring or jetting, into the backfill material aijarcrrt t-c the center -if the pipe, and determine th.� pressure in the probe when ale. passes slowl, through it. This is the back pressure due to ground wate►. submergence nvi!i the end of the probe. All gauge pressures in the test should be :.ncreasol by this amount. 4. Adel air slowly to the portion of the pipe installatint► under test until the oit:ernal air preisure is raised to 4.0 prig. 5. '.h cl; exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any failures are abserved, bleed off air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minut(:s fcr air temperature to staLilize, adding only the amount of air rcwlired 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 1,5 prig. 5.';;1, time intexval should *hen be compared with the time required in seconds as c.ompu :ed on reverse side of sheet. 9. List sizi and length of all pottions of pipe unlo.r test in table :', to one sh.mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use :cr..".es r_ a,n.1 L, rsal I'' _., and enter these values in the table on reverse side of -;*oeet. 11. Add all values of K and all values of C is �.'��e uuder t: st. 1.2. If the total of all C values is less th%it r ►._, enter the _otal. c,. J.l K values into the space for "Timr, Required ir, Er.r► i J " 13. If the total of all C vale_ is greater. Mon ane, divine th , to _e. .03. K values, by the total of all C values, to got t3. Tc make. this ':o- :Joa the nomograph, use scales C and K, and reaa ty, JIM III II III T I! r)0 0 0 T C 0 i- 0 0 0 c 0 0 0 0 0 0 71,Ii1TTT 1rIIL...I1 1,If 0 40 n r r W r ej d o 06 cj 606 0 CL 0 -KC 4L 0 a • 0 r • C, In 0 c 17 0 In 0 I*- 0 3C W Q1, CID co 0 iA IT— N 'IPA, 0 0 0 0 11 ci O 0 I w W 0 L) 0 L) LLJ w ► to (1) u W0 in 0 f (r W #I — U)z CL Y a z uj W M Lr LLJ 0 0 Lli C) w w U) uj W U) Cr 16- Q 0 z Z r 0 n Q l C)I-j A L) W P1X,',EDURF. FOR CONDUCTING ACCEPTANCE TEST 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, i.u�ert a pipe proh,2 by Loring ar jetting, into the backfill material aijacen.t tc the center +f the pipe, and determine the pressure in the probe when :Ii,, p-sses slowl, through it. This is the back pressure due to ground water submelgence 1-.he end of the probe. All gauge pressures in the test should be increased by this amount. 4. ,d-i air slowly to the pertion of the pipe installation under +.est until the nternal air pressure is rai-.ed to 4.0 psig. 5. -,necl; exposed pipe an.l rJugs for abnormal leakage by coatirr; with a sc ip :volution. If any failures are :)bserved, bred off air and r 3ke ncc,�ssary repairs, F,. After ar. irternal pressure of 4.0 psig is obtained, allow ar least two minut(.-. f;,r air temperature to stabilize, adding only the amount of ..iir rc.lui-r<-d tc mai.ntsi.n pressure. 7. After the two minute period, disconnect air supply. 8. When pres.ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure 1r) reach 2.5 psig. time interval should then be compared with the time required in seconds as compw:ed on reverse side of sheet. 9. List size and length of all. portions of pipe uncler test in tsbl,. one shatm on reverse side of sheet, 10. By use of nom;graph, compute K and C. Use set-les r_: and Lo .e^9 1". and er'.er these values in the table on re,,rcrse side of s'aect. 11. Add all values of K and all values of : ic , v.'lee u,�der cost. 1.2. If the total of all C vilues is leis that► ( .G, --itpr the r-atal cL : 1 K values into the space for "Titrr-_ Lequired it, Seeond.i, " 13. If the total of all C values is greater. thin )ne, di-.ide thi to K values, by the total of all C values, to ,,�t t•l. 'Cc mak( this the nnmogreph, use scales C and K, and read t9 r I Irl 1 11 �-T•1 0 I1 1 1 1 TI r 1 I�I m In U p O n OG VI � TI O uj O v )ar O O O b O O on C4 N O M H c4 — O O O JIM14 IIIIIII [full If a U a e 4 T�TT I o pp 8 1 U O b Y CS O O O Ypp j fJ jI r V _ h f M N � h ♦ R/ N O O �• O ._ ofr' - N O O O d o Q CIC _ C9 ° F o .� 0 ' Y Z O � z pC Ov C O O p O s J fJ P apo rf0 C).. w �n '% O 0 W V R1 N N In O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIfIIfill IIIIItl�II�hhIIIIIIIII 111 ILIIIIIIIIII�I , "`"�' II l.I,I I I I I I I I I l i l i l l l l C7 cr F— Q O W W (r Ll Q V N m L i m I Q I W W � I F, W O N , 1 Q W O w H 1_ Vf CLV c w N O o I z N x o f o z W a g D W O (` U a ~�� W d rn Z N tY U W z zryG I F- 2 Q Z Z I J 1 I 0 ^ to o : ❑ in v M YY. P PROCEDURE FOR CONDUCTING ACCEPT,—CE, TEST 1. Glean 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 watei., i.uFert pipe rro' by Loring or jetting, i.nte the backfill material aijacent tc the center. )f the pipe, and determine thr� pressure in the probe whet; ni, passes slowl, t:hruugh it. This is the ba( k pressure due to ground watet submergence ovi.i 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 -jnt:ernal air pre..sure is raised to 4.0 psig. 5. heck exposed pipe and plugs fcr abnormal leakage br coating with a su p solution. If any failures are observed, bleed off air and crake necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute., f:r air temperature to ;taLilize, adding only ttie amount of nit re(juirA to maintain pressure. 7. After the two minute period, disconnect air suppiy. B. When pressure decreases to ).5 psig, start stopwat;.lt. Determine the time in seconds that. is required for the inteinal air pressure t.o reach 1.5 psis;. Inis time interval should thea be compared with the time required in seconds as compul:ed on reverse: side of sheet. 9. Li3t, size and length o>: all portions of pipe unc'pr test in ta'ii-: one shown on reverse side of sheet, 10. By ,.tse of nomograph, compute K. and C. Use aur," -s c., a;,:l L, reel 1: enter these values in the table on reverse side of s;;c.-o t. 11. Add aa.l values of K and all values of r fc; i'pe under. test. 12. If the total of all C values is less that, c►:e, enter the total c. .�i1 K vniues into the space for "Tim(-_ Required it, 13. If the total of all C values is greatet than one, divide th ! to'. " 'C values, by the total of all C values, to gat t.q. Tc make. this ' . i • ':h .-he nomograph, use scaled C and K, and read tq. I F G H ZS 70 f"T 911:24.'✓E -----)p r s k � �' I• J 1 \1 ]` 111 � i 4 Tb/� 203. SO 3 / / ,E"s /96.9N ��, d�� I N.5 'D r.� ,.� Il,'//) �- j.E - /96• 9/ .36 I�✓ �' C\ Q '1�,�}�1 _L ToP = 2GS•Sb �"-••--- by 1rc'e�.s:, a �re-� � c„�. c� --'�'_ S£” = /YO•d6 h 30 , � 1141 I �c ��0�� frL- -41 90 116 v-T_96 " ye �, J i S, 1�,/ L�ale _ _% 10 ---- - __ vPL . req, /✓-B 9 /6 30'4 /40.41. '� ' '1. - -- os pv,"r,� mac IV32.8//►/-B9 s"/ y0-E SEc. � ';14 0bSE-C. // T-2 S oP-I�/ w,ool, z 4A«C- '30, 0 ' �b �� -- ,f l.--\ S, � cS . ��e�r.�� Q.e .� / � r.-ii (e_791 Z�6 77A�Q 101) cc2coolcsd"�' e- Sir�- 1 mom- - —_ — S — --- — _ T --• — -- i . — Vto - _ - - -- -- - ---- - - 3 u 191v - — ---- -- ul A. it 71 -- — _ _ — -_µ - - - -- -- ---- --__ - -- — _ - __ 7, T=---:�=—-—— -7— -—T REFERENCE INFORMATION AND NOTES: DESIGN 5EE Sr+SFT rvo. FO2 GEN�FIZAL- rvc� �t- Es . �� C ''�Of �„ . i-+. rUAL ATII�) DE�/F l_ OPME NJ —F CO. SUI"1MEf� FI ELD — ►_DHASE ?� scAiE 1�021Z01VTA�. G/aTtJri - �.ur-I�� ir�F1 �L_ f� F�LAT5 ? g7 . oie►� 15300 5 � ./. I I T—'' ��/ � . ', t�IT JEwZTICAL_ IOATUt'••' - C- pF TIU1fZ1�) �LlZ G5 � �"♦621r) TRACED TIG /aI� I� , UI< EGO(�� -7c. 2 � FLATS ^T �`' 8 JOB NO, s- _ JTI- EE.. T IMPR0VEMEINTs 5 :)�E(aQN CHECKED c�f F - JIT(�. _`�-F IZ M 5 E��,'E 2 SHEET Harris - McMonagle Associates REV DESCRIPTION SUB. APPR. LATE , r I FN INE II J G ERS SURVEYORS R 'EYORS �= �►� �P � � f�� P20FILE REFER TO TRACING FOR LATEST REVISIONS ;fir tih DATE 8905 S. W. COMMERCIAL STREET L U I�H A I`�1 (Z O A p -- TIGARD, OREGON 97223 OF A B C D F F G H " SUMMER.F i E!_1) NO "7 7 OF 2 / ».;»eay�{,:".±� �!!6�+�.rr. �r+r*.rcannr••r c-�. rl1 I III I IIIIII� 11+ 111 'f+�1 I1 I( I I I � ( � � • i I I I �I�. I ( I I j I I I I l I ! I I I•I V I I I ( I I I � I I I I 1 1 1 1 1 ( I I I I II I I I I I I I I I I ► I I ) ! � 1 IPOW'- IT, . _ NOTE: IF TH 1S MICROFILMED --- --�--�- 2 3 4 5 6 7 e 9 t 0 I I 12 _ DRAWING IS LESS CLEAR THAN ----� TH IS NOT ICE I- IT I S DUE TO TNF. QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9c' LZ 92 SZ 12 CZ' 22 IZ OZ 61 81 LI 01 !I bl EI .',I II 01 -6 9 L 9 S b E 2 1""`'" • InIllnllui111u111u11uu11t1�l+iullu{�u111u,11111111n111nllirrillu+lnilf+n�fllnlnnlun�{.1111+IIIIIfIU�1111u11n111N11111111111111111►111�111iIIInI+Nlfiillllltll1111)1111�IIIIIill111111�1�i1�IlluulunlunllllllullllWW911111IIlUl1UIIWlIIyIIIIIIIIIIlII11Alllltl _ JULY 1992 t r , �....,.... - _. _ f + . .. - - _._ �_;.•.. ..Aw,SwF•!1We,._,:.., n.rp.., q*!�,n�r„C`A!�'}»+.+^-•--.-,.... .. _ ... - _._ �... �-,. , .>U� FE �_5 - O,' ( �O� O.r L) 2 5.-o _ 0 '- 4 ("44t t' , . p " - , " xOlo`- c� O„* 2AEp CONC. GeP ti O y`h ' � r ZAr IE c_ zr,„ x Z !12"A �� ,'L. It y�'k WALK- 3 A/C- C L.'C . 0�) _ - --- , ,. I Z" FIIZ5T OVEIZ-LAY� I ,, 1 COPJC, WALk. � „ �' C�'"' s�.�r'�'Y I I� - GIZATI_ - ,?0 BA0- /� x 2"A Z-1 �2 ® z CC I 3 "A/C CL. " C ' F1ZAr1E Z - Z%'�x ,. c>, ` ,r C '� �`` F I S T O V E 1Z L A . 1 AFTER I YEl�Iz / �r �1 TH I C IC i cj �� - - - ,,• h i l l , i i to' TH fc'_U, D iz j w ti \` .+tea'" 4,' rs>iP�,ti.,rc. •, A T E Y /__ 47// „ Ills, iN •`' F � I EAC 77/ 7 W 510 1- HI 1-D AL�Ai NST CUIZB AT DRIVEWAY,-g. ,-� " CGIVC . WALK I „ 3�J ;0 s/ { L O 1 co" T N. U. �IZ I V E W/J y'S �•►--- _rY P 1 _ 2 wc. le� , /�1, ,-`� ► CAL_ T _ r� T- E L-r_I o ti CAS_ .� TIZEET .SECT10Q ,,� r4� L10 ► IVn/ AI-D�IZE390O� COuI.T 7UI`"1I`�E�CFI�L.I-� �Ol_12.T Lj0 j'�\v ALDEti,E3�001L D21V'E: STA . G � :.'O To y + ��. g� SO R��•, 3Co PvM`T-, P :;.W. ALLDEfZBZC)0 _ Z) RIVE STA fp + c31 .�71 TO Z8 + 53. H 1 5G' I� 3Z� PVM'T. ' IO fZ/fin/ ALDEKE BOOK PLACE *A1-10 E=-��',I<-_OO IL c;_ 16E-C_ I 5O�♦Z�W w. ALLEWL:3k ,-)o k__ Ufa vE CUK� T� �►.�5. �-I + '��o .8� TO G+81 . 91 do Z/w •a,�N�f`1EFFI�_.L.FD L.AIVE 9 ( ) 5. W. SUM MEIZFIEL0 DVIVE GOA r-/ti/ 3C�� pYM'T. 3r-0, �-- - - 3'-33/,4 —z_3 �y ., I I I I I I I I i I I I _-_B.__II _T 7I v I i I I i I i I 4 Lvolp �G��.,� "�1Grse �c `�' �`^, /��c/ ei✓ / I XA0 , I I I I I I I Lt 7' •c 5 , E5M'T, U W 111. — W a — — — -- -1 - - - �_- _ -- - -- — - — — - -- -- ? -- -- — — - -- — 5' E5M'T' — _ �l- -- - - W /eYo 1 3 ��EES PF-rZ' �O —�" r I I�TO C-SE PLAtVrED 3�Y' � ', ,� X j � �s . 4. Aw 14 I IK do ,� --__ — — -----� — — S . :.-. L_DE2B2 OIC D21VE O b^Y 5� zY , G;.ii a�'''�'�,' 'd . . �. 4 a 4144,^. c, �, ^ �4, E D E �/A L WILL d E - ------ — — ------- .'. -• ' ,- _ Appvl CH Th1 I ` l_D AGA11�.)ST THE CL.I�2.�- S `�HO�•✓� , S E C T I O Q A A S ECT I O Q E3 3 J to 11. P c v5 I vs�_ I I I �� {.�:NEf\ic vt R sti�t:�- !s Lnc art D AbJAeI`�3 i Mo I I N�,4� , P L= A N m �Ic,�c1-r✓fw�L�L�N/rte I ( ( I I I I B � I I ( I I kA1 L .-r AL-L dAvc 13A S' I�ARJZLL�1- i'tt� [{ Y 'TN'E CuRP, L..IIVE;. CURB A 1 A -T_ `I' h � C:A L_.. PLA,'�.) D E T A I !__ - � II j 5CAL E I " - �Or 2-1/2"(verf)s 2"x I/4" jLjj I __ --- — -- -- Angle Iron NOTE' 33001b compresrve strength concrete �- i i USE STANDARD GRATE WITH :3/8"x 2" ^ B - IRON BARS- 2"o c. R• I" Rx 1/2" CURB I ,,• " 4"Cont Tile , A Weep Drain r b --�_ NOTE' 16"cone. curb . . . . shown. Curb sedion of right oppiies also to 12"monclithrc curb and gutter section. ` AlternateLO t, AN�nate' In Pipe Y� Pipe 1 Location I „ + 1 �\Location � � \ / r 4 . C G D n O d' A — I+ +�--- ----- 30' _ _ a'f't' CTI ON A-A SECTION B- B STANDARD CURB INLET REFERENCE INFORMATION AND NOTES: DESIGN , SCALE u A L AT I IV D E�, C). F c�� I- ti E��)k L lv c.� r C 5 �,,��, ►-1. �-. P M Iv `_C . - _ I 1 I` 1 E. !.� F E L D - (� H,�=�S E A ,1 10 w / _� I N+♦� ''' TRACED 15 3 00 5.\A/. ( ��p T 1'� AV E. �`- L ATS 7 E S 10B NO. 62x0• *-' k 1 - TIGAfZD , O2EG oQ q -7 Z z3 T t= E T 1 I 1 f� O A C Imo-•l E fV T5,, k, rm CHECKED ' ORNIA Hams - McMonagle Associates TYPICAL CAL_ _ 1_._CTI ! N-) S 11! _-- � • SHEET _1 IZ N REV. DESCRIPTION SUB. APPR.- DATE "� 1=, ENGIN[cKS SURVEYORS C D' REFER TO TRACING FOR LATEST REVI9fON ,c *�'` DATE 89CL S. W. COMMERCIAL ET L-`� ;UMI'I �'F :►:ELU IUD R• N STREET TIGARD, OREGON 97223 OF •, - .... .+a.•_t. ty :.lite:.- .•- _.._ ,w. � 320 8 OF '912 - _ �..r _ _t --�-- _,.._ ..,, - �tt SPOW 1111117111-111 1�11*II!r I�1IIIII1�fI1ll) I' rl� II �111�111I111�111111 1111111111111'�IIIIIIIIIIIIIIII111111111It11lIIII111lIItI111It Illill�fltltlll11111111111I111l111 ' ' � �� 1� I p NOTE: IF THIS MICROFILMED ( 2 iia 4 5 6 7 8 9 _ 110 I I 12 DRAWING IS LESS CLEAR THAN Y THIS NOT ICFs•"IT 15 DUE TO - HE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 a 92 SZ V2 E2 22 12 OZ 61 131 LI 91 SI bl EI 211 11 011 6�.--�-. • L 9 SI--Jp 1► EI-- Z II. p -.-- _ ,tf11l1111unluuln11111111ut111u11u1�,in1lLu111u11nuhutlNNlunittttletnl11nl1mlulllnulllnllull!InIu111un111u�1uHu1111u1111u11ul�nul1I11�1UIIilu1it11�Itu�uulttuN111111�if1�t111w11ulluulnulnultwlH611iu�uu�luWll�1)ulllulllt►lII�IIHN JULY f �a-. -�..,••-.ems-•r-:v,a,Un- •--'-•• - , I pr I I 1 T'T '�1�11 n o o ONO dao a) !�! � I, O yenp � O � to � In ,O h w _. .A •f. RS p N N — L O q{ c I O O A a v i+ p I ( I Jill,I I lInI1111111111x I. O O N O Q f M N O is P C S i0 b y M 2 O �1}� C T I'llI! II ��'1''"'''' O t> J of r' . ' .1 N d O O p O O O p LL y O Ix a cr < �e 'a � •I O 2z 2 o O ; Z 00 O O O p O O O O Or b n V of (V N O W o d" i•-- IiIIIIIIIIIIII 111111111111111111111111 It III IiilihLld�hhhh{I�II Illlll�lllh1111�1i1IIII VI{L{1I,11 1:�!{ c J cr N u � r1 d ^ � Z o V O O 1 O m W p W Q O ~ 2 z W z I J r4 O O F- Q O NV U ~ w o o` y CL I F" N Q p z N N W 0 z o Fw f• Y r1) y /yI W a o W WU 1 d l'- L) G 1 W W 4 � ILL = N Q" W U II- l'- V Fa '.r a z z z j o >= N o �•� L� to !� r1 H- PROCEDURE FOR CONDUCTING ACCEPT:'----C T17:,1C 1, Clean pipe to be tested by propelling snug fitting inflated rubbez ball t.hrou„h the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace each plug securely. 3. If the pipe to be tested is submerged in ground war:vr, i.uFc•rt V. pip( by Loring or jetting, intc the backfill material aijace:nt tc, the :- . ter of the pipe, and determine th^ pre:;sure in the probe when ai., passes sl-)wl., through it. This ir, the back pressure due to ground ante- submergence +wet the end of the probe. All gauge pressures in the test should be Increased by this amount. 4. Ads} air slowly to the portion of the pipe installation under test until the .nternul air preisure is raised to 4.0 prig. 5, heck exposed pipe and plugs fcr abnormal leakage b,- coating with a soap solution. If any failure- are .observed, bleed off air and :.kms necessary repairs, 6. Afeer an internal pressure of 4.0 psig is obtained, allow at. least twc minute:, '.:, . air temperature to stal,ilize, adding only the amount of ,sir required to T. i.ntain pressure. 7. After the two minute period, disconnect air supply. 14, When pressure decreases to :;.5 psig, start stopwatch. Determine thc- time in seconds that is required for the internal air press,.,re to reai-.h 1.", psig. Tni:_ time interval should then be compared with t}.e titne requited in seconds as compu!:ed on reverse side of sheet. 9. List siz, and l.engr.h ni all portions of pipe unenr test: in t-�' F_o one shown on reverse side of sheet, 10. By +sae of nomograph, compute K and C. Use ^rc.; es ('- a;--, �, res.? ! A eater these values in the table on reverse side of sl;cict. il. Add all values of K atA all values of C fc, i`pe udder t:est. If the total of all. C values is less Hiatt cage, inter the total r.. l K v.,:L into the space for "Tim( Required tr, z.c.rt Aa, " 13. If the total of all C values is greater than ane, divide th-: to'. : values, by the total of all C values, to g-�t tq. Tc makc t}+iQ the nomograph, use scale: C and K, and read tq Mo n $a oaGc M - O O O K J N O C 1111114 i U � . OIhANO O n 0a O n a k" rOxr O L" 1 J O U 0 0 o C, rli O aD ►- b p f on M A c a r a _ u o 0 o d d a c Q O IL a o O `t � ► a :° Y O OK z T • p q O O O /y `� ' . O O O O o o O i0 n U O O LL f P l0 h 10 �tl tl N N In O �Ill�llll�llil�llll�llIIIIIII�IIlllllll�lllllllf jJ ,uj� 11111111111111i1�111111111�11 i L I 1 1�I 1 1 1 1 1 I��i 1�1 ! I�I�� Q � p "►- ft O UJ W LX cc ao ? Z M N TT W Z W 2 J Z rr O O ~ o n. w r Wj f E /� O O W W O In W 1 J i Z N z O W W 0. rr Q W O FW- U 4 r✓ tY = U 41 H W U Z � � � I � �► f N Q Z 2 U Jl N F N u.l N PROCEDURE FOR CONWICTINC ACCEPT'-"CE Tl-,'T 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 watei, insert a pipe pro'r^ by goring or jetting, inte the backfill material aijacent to the center of the pipe, and determine tho pressure in the probe when ani, passes slowl, through it. This is the back pressure due to ground water submergence ovet the end of the probe. All gauge pressures in the test should be ircreased by this amount. 4. Add air slowly to the portion of the pipe installatiou wider test until the internal air prejsure is raised to 4.0 p,sig. 5. ',heck exposed pipe and plugs f(;r abnormal leakage b,r coating with a soap solution. If any failures are :-)bserved, bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 prig is obtained, allow at least two minutes fcr air temperature to staLilize,, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air surpiy. 8. When pressure decreases to ' .5 psig, start stopwatch. Iretermine the time it, seconds that is required for the internal air pressure to reach 2.5 Tris time interval should then be compared with the time required in second.3 as compu!:ed on reverse side of sheet.. 9. i.ist size and length or all portions of pipe under test in tabs -T to one shaim on reverse side of sheet, 10. By use of nomograph, compute K and C. Use acmes r aal :,, reel; t` and enter these values in the table on reverse side of sheet. 11. Add all values of K and all values of. C fc-,. ;)pe uu.der tout. 12. If the total of all C values is less than (tha, enter the total r.;, ; : 1 K vaiuts into the space for "Tirnr_ Required Ir, Secur.d:t, " 13. If the total of all C values is greater than one, divide th•: t�'.• values, by the total of ill C values, to gat tq. To make. this ' . i the nomograph, use scaler C and K, and read tri. , or fill I I V1 _ ni G n in 0o '1 p 10''' 4 ^l TITT Oin b o 0 n M V ni c# O O O v a e c p UOY Y rI IL W v M �-, 607 Mf N n ♦ 0 N p i J oi o c, r c o 111111 O rS O G O O V Q. Ix Q IL 4 0 t " a 9 -1 Q = SC z o • 2 F- 0 4D 0 o fLy] Lp ° a co m `7' n W h p o 0 N N n O lll��lilllllll�lllllllll�IIIIIIIII�IIh�hLl,6li�iliii ' Illil,l,li�llilllil,�ilil 1,l,�ili � ilil , � llilllll (_� It p W w O W r 3 !— W I I a� V 'r ► J a ► O 0 o p tv i r.i o oiAi LL) W f o vhf n to i W Q Fw- ► O I 2 I 4 41 W O d w a v aIn ct w Q W 0 uj z z44 a i z F] Elw .. -iO cn I i- i PROCEDURE FOR CONDUCTING ACCEPT.'_" CE T ST 1. Clean pipe to be tested by propelling snug fitting inflated ri•,iber 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, ill:Ort c pipe prolva by Loring or je'_ting, into the backfill material aija.cent tc the center of, the pipe, and determine tha pressure in the probe wheu ai, passes slowl' through it. This is the b"(-k- pressure due to ground watet: submergence twat the end of the. probe. All gauge pressures in the test should be ;.ncreasel by this amount. 4. Add air slowly to the portion of the pipe installation under test until thc. internal air preisure is raised to 4.0 prig. 5. '.heck exposed pipe and plugs frur abnormal IF.akage by coating with a so-ip ol.ution. If any failures are •)bserved, bleed off air and make necessary repairs, 6. After an internal pressure of zE.o psig is obtained, allow at least two minutes f:.r air temperature to stal,ilizc, adding only the amount of air required to maintain pressure. 7. After the two minutr 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 to reach t%'? psig. 11'r:is time interval should thEn be compared with the time required in second.3 as compui:ed on reverse side of sheet. 9. List siz! and length ni all portions of pipe un''�r tec ': one sh.mwr, on reverse side of sheet, 10. By use of nomograph, compute K and C. Use nc:: ?.s c, a," . .and enter these values in the table on r.e%rerse side oT •9ae_t. 11. Add all values of K and all valuer of fc ,y.pe totder test. 12. If the total of all C values is less t.hau coua, enter the total c. ;t K v.= into the space for "Tir1(-, Required in r.cutid.t, " 13. If the total. of s11_ C values is greater tli.in -enc, divide th•! `i'_ values, by the total of all C values, to 9"t tq. Tc make. this the nomograph, use scales C and K, and read tq, O O Y U J N v c e 8 I TM...rilgillill I JJJPT I ir"TT lip- O 0 Y C O 7 In N Y) ♦ �1 N 0 2 n o o a <; r. c o o d r.. ty c? a Co o Ao n r n N d d o d o o, a Q Q 0 nc CJ a O �. O O Y Z 0 , Z H o O G O O n, O O O Cl W a- o P m is m v, M n o 0 0 f 1.4 tJ N h 0 Q llIIIIIIIIIM11111111nllIII I1111�tl�d�Lhl�li6li�ill�liliLllli ��III�It�iI�I: I. It�: I � I � lil � � il � li ► il i C7 cr w jr 1 'I O U Ix ` 0 V� b \ " o co c PO o 00 art m- oui \ , W z J ` Z UQ U v JCU O W O — • ` , W H O N cn O N 70 W cr W O O. 1W- z y 0 0 z W iy a ac :3tor _ W W U O O a U M W Q cn J cr U W 1- 7 H Q z r O W W ._ n � V171 r ,� to PROCEDURE FOR CONDUCTING /!CCEPT 210E T 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 a w, plug securely. 3. If the pipe to be tested is submerged in ground watet, insert a pipe prob-- by Loring or ,jetting, into the backfill material aijacent tc the center if the pipe, and determine thrr pressure in the probe when Hi, �lowl, through it. This is the back pressure due to ground vzater submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. 4. +ail air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. 5. ".hecl, exposed pipe and plugs fcr abnormal leakage by coating with a soap solution. If any failures are observed, bleed )f.f atr and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtainen, allow at least Wo minut(_.:; fir air temperature to stabilize, adding only t1v,1 at.-iut of air required to maintain pressure. 7. After the two minute period, disconnect air suppiy. 8, When pressure decreases a 5.5 psig, start st:opwatllt. Determine the time in seconds that is required f„r the internal air pressure to reach 1.5 psig. T;iir, time interval should then b^ compared with the time required in seconds as c,ompu :ed on reverse side of sheet. 9. List size and length of all portions of pipe unenr te. t in to one shawrt on reverse side of sheet, 10. By use of nomograph, compute K and C. Use ^cr Fs d arti , !, -A I" -.nd enter the^e values in the table on reverse side of sbe�:L. 11. Add all values of K and all values of L fc,- ,�':.Z�e wader ..P-SL. 12. If the total of all C vilues is less then c:t,e, enter the total c. ; 1 K t aiur.� into the space for "Titnc-- Required it, Seeta,da. " 13. If the total of all C values greater. th,m one, divide th-i tot_ . values, by the total of all C ialues, to gat tq. To make: this the nomograph, use scales C and K, and read to: 1 M. -rTt . � T i U x U N 9 C O TriTT'""1 �' x o G o d o a o o u Y Z. O O O O O q ♦ M N p Is) vl + nl N C N) V M N 2 O F O p rb h f N E U O Q �. .. p N rj 0 O d G O O C W :L O CL CLa o 9 .1 oY 2 0 . 0 z ! 2 00 4 O �, o o •� O O O G U O h O C) W OGD t� 4A Q In N Nck: n a IL �Ili�llll�llli�llil`(f11111111111111111IIIIIIai 171111111 CD —M 1�1 p 4 '►- uj �- 3: V Z w 1~ W 4 J° o l fff u o I W u O I N o zW o ��' fi (� vo 0 U a V �_ 1 W V wj Q h ''� O 1 \ N a O rA W o H ►" Y V� ��) Q O Z w c, L a w W U a W w Q W J W V F- N O � I t r PRCCrDURE FOR CONDUCTING 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 eacl- plug securely. 3. If the pipe to be tested is submerged in ground water, i ,_ert a pipe proh,2 by Loring or jetting, into the backfill material aijac,.�nc tc the center ')f the pipe, and determine tha pressure in the probe when ai, paases slowl, t:hroueh it. This is the bunk pressure due to ground wateL submergence ever the end of the probe. All gauge pressures in the test should oc incre:,soJ by this amount. 4. Add air slowly to the portion of the pipe installation under test until the i.rnt:ernal air pre::sure is raised to 4.0 prig. 5. ,heck exposed pipe and plugs fcr abnorm..l leakage by coating with a sc%p solution. If any failures aro ibserved, bleed off air and ;Make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minutr_.:, fcr air temperature to atal.ilize, adding only the wrnunt of ,air required to maintain pressure. 7. After the two minute period, disconnect air suppiy. 8. When pressure decreases to i.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 1.5 prig. T,-;is time interval should then be compared with the time required in seccnd3 as c.ompui:ed on reverse side of sheet. 9. List sia., and length ni al.l portions of pipe u,i"�?' `e,— in o one shotm on teverse side of sheet, 10. By use of nomograph, compute K and C. Use enter these values in the table on re,rarse std? or 11. Acid all values of K and all values of C fc-, , :ire tt oder Lest. 1.2.. If the total of all C values is less thyr, ct,e, enter the torah c. 1 K va'..11:'.8 into the space for "Tirrr, Required ir. Secur da, " 13. If the total of all C values is greater than one, ei- ide the toy.. values, by the total of all. C values, to Aot tq. Tc make: fl,is the nomograph, use scaler C and K, and rend tu, r1l IrTrr i 11 I 0 Fn r-Tt 00 0 C, 0 0 0 46 0 Me TO 0 0 r 11111PI1111111 (111H w;llll777-'7F 9171,91111 IIIIIIN 111111itill I I I I I [Ill. (I K 0 0 T 0 1 & 0 0 0 0 0 i, 0 In ri 0 9) V 0 W) 2 0 E 6b 4r, 0 0 0 C) ao io v in vi 0 J6 o d ci o r 0 CL 0 0 a 'o 0 Z cl 0 0 0 0 C* 0 0 ui al to N cr. O W 0 b. OD N z ,0 0 t 0 0 Q 44 W W (.) W V) I cn z U) 0 cn w m O LU 0 0Uj W cl 0 W W C) w nw a vi L cr 0 W 0 w 0 CJ i V7C ui f PROCEDURE FOR CONDUCTING ACCEPTAi10E '1775 ' 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets w:Lth suitable test plugs , Brace each plug securely. 3. If the pipe to bE tested is submerged in ground wat.ei, insert e pipe Fro!)-2 by Loring or jetting, into the backfill material aijace:nt tc the ,enter -)f the pipe, and determine th ! pressure in the probe when ni, passes ,:lowl, through it. This is the back pressure due to ground water. submetge.nce .wet the end of the probe. All gauge pressures in the test should be increased by this amount. 4. Add lir slowly to the portion of the pipe installation under test until the ,.eternal air prejsure is raised to 4.0 psig. 5. ".heel, exposed pipe and plugs for abnormal leaKage by coating with a s--Ip 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:, fcr 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. T;Jrs time interval should then be compared with the time required in seconds as compu;:ed on reverse side of sheet. 9. "List size and length of all portions of pipe une!sr test in tz,,1M, ko one sh.3%m on reverse side of sheet, 10. By use of nomograph, compute K and C. Use scri.as c, a. ; enter these values in the table on reverse side or soect.. 11. Add all values of K and all values of C fc;: ,i he to !der test. 12. If the total of all C values is Ie:s that► c.tie, enter the total r;, ;1 K velur.,s into the space for "Timr_ Required in Secur.d.i, " 13. If the total of all C values is greater thiin one, divide th ! to,., values, by the total of. all. C values, to g,>t t.q. Tc make: tris i. the nomograph, use scales C and K, and read ty< I n+ III If M111HIIIIIIII I IF PIT ml 111 7 .,, -, r,o q OO in oc s, r o c V u U N v C, C I I I if T I I T III If p I I M I Y 6 C� O O O O O U. O 0 N O W, 'f M N 7 n _ _ O L O O M T I. O d f A N I! u Cl Ot �.:' N 6 0 O p O O O p i O C 4 n O O I ! : Y 0 o l .L V n O 7 o 0 o a o C, r� ,moi 'J U O h O h 2� O W � ? t� m i��i u!I�IIf111111�IIIIIIj�j�J111hull�hli il,ld,V��1{I111Vi�,t,{il li IIi111�1��,f 1 I L�11 i , I i 1 i , I , I l 4 I I t_ cr v- W �• O W 1-7 N Q v °N°OD ( v1 2 'NL � u 1 J m (Yl t Z?f r� 1 m 41 U I W 1�� W V 4 N a w Z 0 0 H F O W p U W U (/1 W 0 o z e w a U W U g o v o w a a N � w W v � a o O z enz x VJ ' U� � PROCEDURE FOR CONFAIC T ING T,;.iT I. 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 wa t el, i.user t ,> pipe proh� by Loring or jetting, into the backfill material aijacf�rt tc the center )f the pipe, arid determine the: pressure in the prone when ai, passes slowl, through it. This is the back pressure due to €round water. submergence cvei the end of the probe. All gauge pressures in t`►e test should be increased by this amount. 4. Add air slowly to the portion of the pipe installatiot► under test until the int:ernel air are.;sure is raised to 4.0 prig. 5. ",heel: exposed pipe and plugs fr.r abnormal leakage by coating with a sr-,p solution. if any failures ars observed, bleed off ai.r and make necessary repairs. b. After an internal pressure of. 4.0 psig is obtained, allow at least twu minute r air ► _mperature to ital,ilizc-, adding Orly the amount of nit requi.r!d to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressur.. decreases to 3.5 psig, start stopwatzli. Uetcrmine the time in seconds that is required for the internal air pressure to reach 1.5 psig. T,-.,i:. time interval should then be compared with the time required in seconds as compul:ed on reverse side of sheet. 4. List sizy and length ni all portions ryf pipe under test in I& ..bl-. >:o one shoini on reverse side of :;hE,et, 10. By use of nomograph, compute K and C. Use scr'.es . a,z.i ',i re._: ] 1''. c., d enter these values in the table on reverse side of 11. Add all values of K ar,d all values of C fc ,y:pe Moder test. 1.2. If t;a total of all C values is less tharL i.i.e, enter the total ; 1 A valitr.s into the space for "'Pim(- Required ir, Sec.ur d.i. " 13. If the total of all C values is greatei t1wn onu, divine th.� to,., values, by the total of r,11 C values to gat t-1. Tc make this the nomograph, use .9calee C and K, and read tu. r 11 Tt O h JC+ r) r r O Y O n N N n n nv 0 40 O v p M O O u r,? N v r O T�TT T�TIT ,(MMI —7 x ` a 0 O O O 0 u 0 - O O O O O vl + N O 1 n Y In N r7 W O C �'t'1'T'r'1R"'Im'1i" 'rr'�t^ • 1 O O p < C-. c - J O c� aD N u a - I a d 0 0 p 0 0 d o T Z 0 CL at n � c• O -0 g a „ O tl ' r. 2 F c 0 O O 0 0 O o _ O g n �� V U n O n p I�Illliilllllllll`�J�II�JL��IillWlihlrldi�itill 11lilil1lililililililili111 i J Q l O uj W *:ltCc a, No W C M N lk Z ^, m n J w N 2 o Q Z z W � � 0 J Wuj o v~i N tt1 c ,D z l N a yl WLr w w 0 w W p H U CL IrW, w Q W cn Ir (n IY U (~ L. _I C7 Q Q O 2 Z N z LLI C Ci C J L�7 I PRCCEDURE FOR CONDUCTING ACCT PV.NCE TFST 1. Clean pipe to be tested by propelling snug fitting Inflated rubber hA'1 through the pipe with water. 2. Plug all pipe outlets with suitable test plugs , Brace inch plug securely. 3. if the pipe to be tested is submerged in gro'►nd waCei, i.ueert a pipe probe by Loring or jetting, into the backfill material aajaccur- tc• the center of the pipe, and det,:rmine the! pressure in the probe whe.0 ni, passes slowl'. through it. This is the back pressure due ro ,round watel. submergence over the end of the probe. All gauge pressures in the test should be i.ncreca.sed by this amount. 4. 1di1 air slowly to the portion of the pipe installation under test until the 7.u:.ernal air prejsure is raised to 4.0 psig. 5. .heel, exposed pipe and p ugs for abnormal leakage by coating wtt:h a so:p solution. If any failures ars ,bserved, bleed off air and make ncccssary repairs. 6. After an internal pressnr.e of 4.(1 psig is obtainea, allow at least two minute ; f:,r air temperature to 3tal,ilize, adding n.ly the al-nunt of nix r-wired to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwat:.l►. Uctermine the time ill seconds that is required for the internal air pressure to rea•.h 1..5 [),Gig. time interval should then be compared with the time require,i in seconds as c.(-mpu!:e(I on reverse side of sheet. Vit. List size and l.engt.h of all portions of pi.p(� one sh•-)«n on ievexse side of ehuet. 10. By use of nomograph, compute K and C. Use nc' ' - s d , enter these values in the table on reverse sic- of L. 11. Add all values of K and all values of fc ?"pe u)'rler 1.2. if the total of all C values is less thhri cele, entar the total t;. l K value into the space for "'Tim(-. Required In Sec.oc.d.t, " 13. if the total of all C values is greater than one, divide th-i to' 'ice values, by the total of 61.1 C values, to Vt tq. Tc makc thio a)I' i.• the nomograph, us,- scales C and K, and read tu; C\l r- z c 0 "k, w a: co 0 n- C4 o co C\j r"A UV w CL 0 V1 Z r CC ') Q r Ul If) — — u co 4A E.XW' --"WWOREGON OREGON 97232 2$1-1161 t �o VA .a 1 y I I CITY OF TIGARD, OREGON * I DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJECT No.: II. PROJECT NAME: __ ••MMe� + � �•� ^' _r. �� III. DRAWING (TITLE) s dated: it'. PLAT (TITLE) : dated: _! V. SITE LOCATION: ___�• VI. PRINCIPALS: (1) DEVELOPERS _Y �, �`, iyy�. Derv. �n►N.. ISZOC Sb.J fll.yA AvE Address_ 1,.x,4 97,zz a , Phone No. . (2) DEVELOPER.; SURETY AGENCY: Andress -- - _ , Phone No.i ,. R nd Nn. _ .�• Exp. (3) ENGINEERS }1�r r < 4 MCN l Address—_-- + Phone (4) INSPECTOR:—_ L eav Address Phone No. (5) PRIME CONTRACTORt Address__-_ M- _ Phone No. —. (6) CONTRACTORS SURETY AGENCY: Address , Phone No. Bond No._ Exp. Date (7) SUR-CONTRACTORS: V��C S 5�,,1 Cir ��t. .SyM,5*44;'1 CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P W ) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PLANS, clan revisions, change orderQ, specifications, etc. ! 1, SANITARY SEWER: (A) Commenced installation. . . . (B) Completed installation.. . ...• 1) As-built field notesfiled........... ❑ a) Cary 4ent to engineer.......... ❑, / / 7) As-built field notes received........ �y / a) Filed in project folder.....,,, (C) Inspected and Tented.. _ _ _—, d 1) Test nomonographs filed. ............. (D) Tentatively accepted by City, . _ . . . .........,, ❑ / / I I. STOR14 SEWER: (A) Commenced installation..... ,.....a,n......... (B) Completed installation... . .. .. I. . . .... ,.... .. �] ' 1) As-built field notes filed........... ❑ (C) Inspected. ...... ...0. ..... L) (D) Tentatively Accented by City................. / III. CURB: (A) Commenced installation... . ... . .............. . 1) Bench Marks Pot_ ................... ❑ 7) Bench Mark locations filed. .... ...... ❑ (B) Comn)eted instollntion.. ...................... (C) Inspected. . . .. . . . . . . . . . . . .. .. . ❑ (D) Tentatively iccarted by City................. ❑ IV. STREET: (A) Commenced Grading.. .. ...... ......... I .. . . .. �( 1) Sub-grade innrected.. . .. ...... . .. . ... a) Test data filed. . ..... . . .... . ❑ b) Tentatively accepted by City. ❑ i (B) Conunenced rock}ng.... 9" 1) Sub-bene inspected.. ... ....... ..... , . 0 a) Test data filed.. ., ❑ b) Tentatively accepted by City. p (C) Commenced Paving QV 1) Paving inspected. ,. .... ... „ [2 i �- a) Test data filed—....... ... . ❑ b) Tentatively accepted by City, ❑ / (D) Street tentatively accepted by City,.....,... ❑ V PARKING LOT: (A) ommenced grading. , . . ❑ 1) Sub-grade inapectPd. . .. .... . ... . . . p / a) Test data filed.. ❑ b) Tentatively accepted by City. ( ' (B) Commenced Rocking.. .. .. . p / 1.) Sub-bane inspectee... L-, �� A) Tent drt% filed. ..... .... p b) Tentati oely of Cepted by City. ❑ (C) Commenced Paving. . C1 _ ! 1) Paving inspected. . . . 13 a) Test data: filed,........,...,. . ,.. � b) Tentatively Arrpntpd by City.... (D) Parkinq lot tentatively accepted by City—.... VI. SIGN: (A) Street name signs installed... ........ ....... , (B) Traffic sign" installed.. ,. VII. SIDEWALK: (A) Commenced installation................ ........ _ (B) Completed installltion..., ......... (C) Inspected.,..... .. . .. . . , ,..................... (D) Tentatively accrr.tpd by City.................. O VIII. STREETLIGHTINC,s (A) Commenced installation.. .,.......... ......... p / (B) Completed installation...................,..... p (C) Inspected. .......... ....................... .. 0 ! (D) Tentatively accepted by City....,.....,,, ,, D 1) Authori-nation letter to Energise Flied IX. LANDSCAPE: (A) Commenced installation. .... . O / i (B) Completed installation.,. O (C) Inspected...,... CJ (D) Tentatively accepted by City...... ...... ..... U �y X. GENERAL AREA DRAINAGE: (A) Building rain drains inspected.... . •. ,....... p (B) Culverts inspected. ,. ... ,., O (C) Drainage ditches inspected O _ (D) Tentatively accepted by City. . ,. . ,,. ,.,. .. .... O NOTES PRIOR TO COMPLETION OF EACH CONSTRI"'TION PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND IG OFs 1) Approved Plan Revi- 2) Approved Specitication Variances 3) Change Orders/Extra Work orders 4) All Correspondence/Memos 5) Daily inspection Sheets Q • 2e i we 1 II tt .�' NIt / s �J 7�!ly7.Ad M 1 r pl ?PAW V e h 26 M '17 i r ' r w ' •I � h A �---- � k " �, 5 o — w » 4A �. od .. V) ` Lt •� ' o r � . 1`,�'i'',';a�'4*:* 1 t � 5 LQ t- occ f �,e ac ti WtZ a Qn79 i 1 U W 2 ? ),� W .« 0. �, ~ 4lk bQ r V N 4 f y_ W cr 4 1 n f i 4 i J � I r4 f II 1 � L � • f% • o c� CD o — _ Q � i I ' 1 o w A �t... U) a+ I ° - 4 Qv •. W i ., ,., LrJ 44 I A -1 k Ir n 4.r c!o- a J Al ' J �n p J 1 V J F W C 11� CI J L -1 V� r I _ O w QC W q `t -33 0 o .44 W w ¢ w a Q z ui J C 1 ~ v a a � w l `"tlJ tom'] 44 rJ CID • 1 A W � 41 in to N mC0 Ob +� a41 Nm b 4j �! +� 14 p� � �-4 J4 �! ., •, Q 1 v ` y T n V�` ` If) W � 4 v 7/7 �1 .a ►i G1 .YG r toi Al 0 O O N 41 m T R7 wt r1 � ri i3 N O 3 � u .c . w tA Awaw 3 A •r, o b m o a . 4j. • :1 ,a -4 m " t 3 o w O go 1 4+ +1 •-+ -r4 � H � 4.) a N roo ro +nao tH 4J (a 0 C 4-) •.1 w v :H••+ a CO vr� o •r1 W (D W W Cl M 10 .O '+•1 ro rq0 >1 to U at q u a v ra ay4a Ddb H1 b 44 44 -Ht3G �� .. ♦- � O •r 01 d 4! Nv v O w4) •r, t1+ v a1 m O •.+ 44 1 NtT 4 U rd > w 0 ro 4j r•1 0 C v �q u 14Q r-1 14 r. N b \ Of- Lr) v Mi 10 O r-4 U W -4 M .0 �1 � {� � V ••-s 14 U H 41 v o to O r+ m ri O• tT O ° .-4 0 41 � rA ro rn •r w N ro s� � 'A 41 9-44 3 H 4J -,4 U W N m b M N SA Ql 3 m G! 4 -4 .0 O v 10 •-4 +1 W b > -.1 U i1 4 N (n C 41 C O 9 1-4 n% +) Rs3 '0 > m + 0) m10 mUr-4 O w G W Ql a 9 A 4 4.) 3 ri 4j -r) O C aS N r 1 C N 4.) ,4 4J 1 O W v rob m r•4 4 9 H 41 U D. sa .0 N rn 1 144 CO +J U a' v tit 004 00 v r, •r♦ O U v a -v d) h v v O ,d H -W 4 C V m r4 .N -.4 v 1 _0 a0 -4 0 0m 3v (n4-) 0 04U 000 C E+ Ll • U +1 v C O 0.44 m ,b 4 tn'0 41 to •-� cJ *+ > C to s~ .4 a.y 4- 41 .0 -W •r! C w r+ •, ° v ., o, a1 a a� sa u ra -4 s4 m C C w �j E-+ ns N A ro to 04 ;j m O 04 --+ 0 U v w O w 0 0 z to v 0 r-4 •A (1) w n, co sa U z 4 V A N 0) U-4 p fw O s., > (n p,.-4 N C7'-4 N Ll U H W H Ul .1 N Ql 0 H 3 O N N G', - O C 1 tJ G N 4f 04 •-� L•. U C O Ct N M r-A �D sa N .4 > •A p W .G H d r1 O R, CL r-1 04 q u z O i I 1 try J 7/1 d Ns BOl iiil c+ � 4 o p I I r ALL SPACES MU51' of PRIOR TO APPROVAL OF THESE PLANS PUBLIC V/Or l<_ DEPT, 0y- ��'�'-`.'.`.'-7 DATr-- 7,n t•lov� ISSued Ju 0 ee�t � • PLAN"::':', 0--PT.PH SE Il" �yNc�}tatn eT 3v��C'v�510K Cn�juP�t(zt�cP ._ __._, r..-_ I'�.(tGe wi C-K� � �P..�hbrw•3NCe+ Or+�+ci t QUILL;:•. ., GE-NERAL U S A D,t.,4, c{_ ' 7-X3.74, _7E• N. W. NATURAL GAG tMt cm 9OW L of W,110`40 P. G. E. ©Y_ MOO 1'D, ANO V" CQMPl4T10N ,{ I of WmfRUCTl011. NIT7F O�Ie�tO,n�l 51e��z��lr�� Orn tl l� (` C't6��1�•II aa, KY S EWER PL N a PROFIL �Xa COPY FILE COPY �trGe''7'' Star.r� X . - - �-asr---avls=wr- -aar-.aaa-a�sa�aast•sr-�Jrl/.. -, /`kl5f�� "C'�.^'��fr\�rp SC.�P�-�pI2v1 � 17h0�11!_' � r�r,1-bt�nc�� ,j�-- IJ 35C J I I 1 J -. bG sr,clo�..�-F��c .��* �or b.t.Q, Ur S, A.� t w I r-rrrr-rmob rrw+rayown"------• PROJ F CT ATT D � _5 b• , � _ + J�'; 4 �� .- 11,1 � c -� \ Au > SHEET TITyicIY MAR - L E SHT NO N F. S . G 5 LINE 1r A t STREET I F 4 J � --- ,.,,4,,,q.s,,,,• R '-f`- s- - I � -.•+tom_ .J 1 < i �_✓�'-`W"' �.....,�,� .I,. ----` ' I,. �I g` D5- 4 LINE 11 p ,t STREET 2 OF 4 D5 5 LINE SUMMERFIELD DR. t rt D5-6 LINE C STFLEET D5- 2 LINE rDrl STREET 3 OF 4 D5- 2 L INE (cont ) ' A" STREET 4 OF 4 aA----- r----"IR D5-2- 6 LfNE 1.A t. STREET D 5-2-r ? I I N r` L. " STREET �'� _r CT C�WI� E ,- - DEVELOPER `+ •. ' ° DsT ��EF_ � TUAL /`. �'INDEV ! < FMEN ,T• CO. 15300 S. OV. IIS tr E . NC PERME Nary I NAM t , ) 9 r per+ ._ w ENGI N, . � R - SUPtVEYO HARRI' ` ' A5 U FATES , - ivlCMr; NAG �„ I . 1 L. 8905 � MMER �; 1A ► ...,,.. .......... . . . . .......wood ..... FD ORES 97223 � ,. � t �' rTjfI1111111IIfIIIIIIII111111111�FIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIr1IIIlI111�IIlIIIIIIIIIIItIIIIIIIIIIIlI111IIIllllllll'IIIIIIIIIIIIIi11,111IIIlIIIIIIIIIIIIIIIIIII11111IIIlIIIlI111I111I111 � � .r • 0 , �: m)TL : IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOT1(:E, 11 IS DIE To THF QUALITY OF THE 01AGINAL - DRAWING, QE b2 82 [2 92 SZ t,2 E? 22 12 0Z 61 BI LI 91 51 bl EI 21 I 1 01 6 9 L 9 S r b t t 1 """" iruIIIIIIIIIIIIIIlII111111111111111111IIII111111IIIIlIIIIIIIII11111111 II�IIIIIIII I ',IIIII111111IIIIIIIIIIIfill IIIII IIII11111111111�IIIIIIIIIIIIIII III IIIIIIIIIIIIIIIII111'I'I111111IIIIIlI1111IIIIlIIIIlII111I1{NIIIIiIIIIIIIIIIIIII11111UIIIlIIIIIIIIIIIII1111111IIIIlIIIIIIIIIIIIII111111IIIIIIIIIII1111 1992 A 9 r D E F G H � 355 .9 5(o I '35 -7 3 6 I - Fa 1 L I _ 1. _ 3 8 O I 7 � � � I- _ � �. 8 3 � I 370 � ? 32G SEF_ SH T. A TI I I FOR 43-� L IA-�E FO k_ D.6 LI i 1 a' E T UN 4- In I S E E S H T •� --- r I y D 5 „�;o l_ i I�.� o�; + a , o �-�H T_. z n' I .5 ,-1� I. — L �c �, N c� p I _ r� r- , _ IvN r, -- 1f ZI 3S cL_1T �5 I _L ,c \ l _ 7`i 8 CSF- 5 = 0.�, ISC, �O' c \4 �� J 7L+ gyp. L+„ C i = r `S• = O. Fill , . -, 1 el f 5 n, 04,00T. I14$G f. d J4�L n • - "H D 5y r-} 1 D5- MV)- IE: j, SO OUti� I i� 21I. �,5 OuT Cry `,', 0M Trn IE = ZI u p, hl r ,� E ZI9. t31 OUT + � \ , V I N -..�?C% I1.� I E= Z Z O.00 I f�) In m „ A „ 57-CZEE_T 377 - ? 37�? `3SC> 1 DS " LINF ` ` 382 3�3 36LI 3 35 38io 387 388 389 390 I 2 , , , -b �,� - -- -- -- 1 - + z Co I`'F-1 D -I 3• '-1 1 I"H D w z h / - - -- --- - -- -- o + oo > -1�. LH D _ S E= l��f,� 0LIT IE= I�"7.c7'-1 GUT' Z n IE�-- Ijj 2. 38 OUT ' Ef�iEI�AL NOTES 2. 58 IIJ STUB -OuT i��f . 5�� IE = 203. ^O Iti- D-S' �' / - 1 T___ 1 nl I � .ioIZK SHALL BE UC�I_�r= IN COIVFOIZI"1ANCE \.i) TF► THESE PLAINS AIv10 N _ \n/ITH THE UtVIF!EC ��E.�� ;_ :_faGi_ ba C.E.NC;' (IISA ) � -*IT'-r OF -rIGA�ID cCIT`r' ) I V Vl ___ 5"rAf\-)DA9 L IN -HI r�r ISN-T- OF /-,. COPJFLIC-7 CSE-T"WECN -FHESE. FLAN 5 AK) U, ILI � ' 8 ' CSP ZI`; 8" C SF' 5 = O.OI�O IZ3' L� " c �,E-' --- 1 1` -T- Hf*E U5A / C. ITY �TG:_).5, THE LJ5,A / C I7_'T- 570 -e . SHALL TAr_IE PfZZF-CEDE".NCE. "- -- b 2,NO ITEM O2 PHA5F- OF WO(ZIc SMI�.LL 5E COIV5I0EIZED COr'1�LE"T �_ Ll �` -� C� : p i�13F - - - IV -coo08' ZO=\n/ ` �`�OZ�oO 1� I \ eX c UNTTIL ACCEPTED BY THE U5A / GIT `! - IVC THE ENGIIVEE2, cv+,. 3. ALL Tf�t.=NCF-1 L3ACk_FILL. M/�TE2.1/aL. AND LD METHOCDS SHALL BE It�J C')NFOIZ- �r, Kms- tri C E \n/ I,"H T I-I E J 5 A j G I T r i l�S �` !.(!a L'c�. P,u 9, � '� �I r(o'-I M-I O5-� 0 1 W = ST LI l3 OUT DI ECTIOIV L CIFF Irf x 206. ZO OUT cu KJ. c_�vr �k�� e� �rce,ncecl �C H, ALL PE@MIT_5 AND LICEIVCE5 NECE55A2`+' FOS THIS. PZ05EC'J'T'IC�N AN LD C_0 r--1 F�L_1` - - TO r51?_ �,TAK F o N THF IE= 206. 30 IN �� IIY. `' LINE B�•�e w.�, a.s,A, n1��ll �" TION CF THE WOZl� SHALL BE SECL112ELD AND PAID FOCI BIT- LD sc, oKslr.esslc�.cl✓ CT0Z PV-IOI� -1-0 CC)M1-1F_ V CINJG CONST{Zl._IC.T10N T. 3 _ 5. P210IZ -r0 COI`-1MEti)CI N-) CON STIZUCTIOIV , THE CC7IVTtZACTO(L SHALL t� G IO v NO-rlFlr- ALL PEP_7IQENT COt-1PANJIE5 OP- AUENC►ES WITH �IND�2GIZOUND Q WCLI FACILITIES IN THE PZC)�IECT AV--- EA SO THAT 5AtG� FACILITIES 1--IA-r- 151E .. _ ACCU2/-aTELY LOC<JTED ; IE : POWER GAS , TE'-EPHONE , WA-7 , 5AIV ITAfZY AIvD ST012 M SEW E1S , 7W �C. THE l_OCATIOIU OF EXISTING utvDEaGtzOU►vp FACILITIES SHOWN OIV Tt-IE � �Ic , 02 ]0 _ PLANS 15 FOP- IIVFOfZMi�TIOty OtvL`r, ANjo IS LVOT GU! W_A%,INTEED TO gE +�► � Ir• 7. AL LL�.r�Ec T � Q �F_ E EE_ SHALL BE x Co 2- -2 L_ I k._� EL E_ - t>1 _ - - z z o --__- 3 L 5 ? - zIs - n.�61 1-0 - --- _- 0 I Q E X J T, a IG - +� -- _ - t - - v + + 1' N liltC z05 P1� FiL - I zoo .-. ----- - -- _.- - - -• - - ----- -- -- -- - --_ __ - -- - - -- t — T A- '4 - - - �'T - - -- -- -- -- — - -- - - - _. tvT — - - -- -- - —__ _- - - -- - T _ -_ - - - --- - _L J_ 9 -29 _ .. _ --- ----- ----- — vI r ? ._ 2 -- - -- , - - - -- - - - - -- ------ - --- - - _ - - - - --- -7- OD --- �°° N� �, - - - — -_ — --- -- ---- - _ - - v ----- - - - - - + t O -- — -- - --- —- -- - ___f) ---vi n� � _.111 v -- - ---- - - ------ n - _ -- - - - - - -- - -- _._ - - -- - - - J_ T� X LC Q W W + � - ---- -_ _ ---- - -- _ _ _._._ - - - - - + - -- - -_ - — REFERENCE INFORMATION AND NOTES: DESIGN _ _ _ CALE vEIZ.TICAL OATLIt"'1 - CITY OF TIGARu ( LIsC_ GS) W.L- I"1� --U /� LA7- 1 N DEVELOp1`�1E NT CO. ��, -� _ I'�= so' HDIZ. I-1, k .r••, -T-H J U I I ►"1 � I�C � I � l_L P I-1��E � I,, == s' V E.w .r. 15300 S, �'\i , lIG AVE . HC)21ZUIV� AL DATUM - SUMI"IF_1�1'IELC� PLATS t TRACED PL ATS `•7 �` 8 JOB NO. S - SEE. COVEfZ Si-1EE'T' F(D2- OVL= 2- ALL PLAN fVIC► NITI•r r_1Ai'. 6210 SEG TIGA2p � t0(z�� ON � 72a3 _E-T"TEIt DE1L1T11=IG:/�'1'IOf�.I ON STfZEETS IS F-OR. COIuS'1; PCI`�PGSES Ortel 7" ( NOT I�EF�MENAp.) t-E Nidi-lE�� ) .I� Y�` CHECKED ' • J � IT f� �G `� �`� E �' SHEET 3 REV. DESCRIPTION SUB /,PPR Dti 'E RE - f H a r m s -M c M o n a g l e A s s o C l a t e s rr� , F�. _ •�y / P L,J N P I -O P I L-E Z �°J r=^, ENGINEERS - SURVEYORS ' -.•: REFER TO TRACING FOR LATEST REVISION' i y SFS �, �,P . DATE 8905 S. W. COMMERCIAL STREET L I (� E TIGARD, OREGON 97223 of y A C O E F G H SMMrFrF'x EI_L) IdCI 7 10 OF' ?W44�4�4.�� 1011111111111-m- Ad 1, ' r ", f II '1tII1i II'1�IIIII'1 �11i < <11 ( (11+f11tI n �t11�1! 111111+I+III n�IIIIIII�IIIIII'II�III�IIII+1 L+I+I+t+ +I+I+t+X11+�tIll�lll+ll�+l+'+II�IIII111�111RW WiTE: IF THIS MICROFILMED 3 { 5 6 7 8 9 10 t I 12 - DRAWIrU IS LESS CLEA THAN THIS NOTICE, IT IS DUE TO r' THF QUALITY OF THE ORIGINAL ,.. �..._,^' DRAW Ur<;• _ 0c ez 6z cz 9;C SSz Irz Ez z 13 Oz 61 91 LI 91 SSI tsl CI z1 II 01 6 j 1 9 S �• C g I�u. ,+r' NIIIuulllnlulrlrlrllrllrl11111111i�1u +m111n61111n11I11ttINNI11pInit�ltulu�111u1I1111N1u1rn11uulll�llnulluilull�lu1111n111minnlnll�}111h111hIu�ltrllttIN11�1,I1u111u11unllullllt JULY 7 1992m . z A B C b E F G H I05- y LANE COti �E 2._O. 5 -I OUT I THIS SHT. Hl I. _ I�� LIIVE �— _� Q 1�-2;o. 7ti Iry ( -. 1_ O — - '" - - -�- "� - 1 _ S . \.,/. Ute Mak:' F IL_ L� (D2 I 13r . 6[ 8 ' C5P SmO.00'1 14+',(o. Ia � O5 -46 -1 / \ F- �� -g�a-��„•w-- Z.O F O O 5� �3. S I M-I —� '= Z I i , B I OUT J _J L_ ..� k., EL4z0.00 1 Iv IE= Z20, 725 OUT - D '7i I --foe w 4 I '�• � y 371 OUT v Y g 111 `e o 3 H 5 ' `�,9 / ,y\j LIJ 357 !1J LLI > �reti sem ' / T 6 � W 2 3 c ---�-�_} / y y LY —� V/ .. /\ 13 C- 3- Q C� 00 1,061, 377 3 705 37 + I-HOff-w•3 _ �1-: .0. 73 j7Tf F ANT. 1Q '3 - L1 L. IQF 9'I �L � _ . 3 ItiILL LIc, SIS31 �0+ x_51 1`1H D 5-H.i E = c2.2. 7 OUT i1== c 2.3. 7 1 1`) -+ I [ J - `' L I F_.' 1=_ '� '; y ' . 7` oUc T " O-i � g ; G1 �� + IU d �f� = 00XI t 82. 12 r-Hrte' — - - — _ 0+00 05-5 LIAJE so ouT </9 6. ti� 5 K_._ 1 n S- 8�7 5 J �I�-I - F_ i E Z I 7 8 „`STUB CU r ' �•\O I J " _ C g 1w.1 + 1. 1 .(o 5 NF-+ D5 �I '. _ ,� goo OS Z D5-ti • 0+00 - ---- T- + 1 7. 1 �1. 2- BO 1 5 IF_ -- Z2c,35 OUT :' 201"IL1�-T �O T I1 - n n _ ( SO T DS-W LIQF_ IF_- zc'L. S5 1N - I ,N 1n F �D I IE=ZII.rcS OU + - I I v ' - 0- IAV -- 2 �� I E- I l.g_ 3� 2 '' 3(o ► DSO `� FO 12- 05 L I Q E 3Li S/ 5EE 5H7. 3 5 a — mfto - - - -- - - _ - _ — 8„ - - --- --- -- -- - — 14 3 - - - -- - 17 1 ilk _ - -- -- 1' - - - - - - I — al T`7 - - - -- T _ - — - ---- de 1.j Iz EZ5 _ _ _ fit 4 -- -- -- - - -- - -- - -- - 4 Td- - ---- ------ ----- — - - -- - 220 -__._ _ _ _ -- - 10 rT _ — _ _ - - - - _. ___ -... -- -- --_ — _ - - - — 2 05 — _ � nlr- __a - -- - - - ILI REFERENCE INFORMATION AND NOTES: DESIGN SCALE ,�- I-:_ � �I �I� I � -, I w. L r1= TU LATIN DEVELOfOf"IE {�1T �e� SUI"1 ("lEhf IELD PHA�� E ..1� + ' ,o' Ho�_ T re 1I . �_� ' _ VE2r lMa� ..� TRACED 15300 S. \i\�. I I �o AVE .VE �L f�T :,-` � ; � 8 JOB NO. s 6210 ~..� _r. � GAF<_ L_D , OIZEGOf�) c) 7z L 3 S/A NJ I•T� Y S E V/ E � SHEET 3 t eiq�pdjy� / CHECKED Harris - McMonagle Associates ,\ I ,+ REV DESCRIPTION 1 SUB APPR. DATE ✓,9 1>]� 1A �G�/ r I' -I PL_ /-a Iv FAQ I 1—� -� ENGINEERS SURVEYrJRS SFS DATE 8905 S. W. COMMERCIAL STREET 05 - -+ L I Iv I. ►� � - � L I ti` F --� REFER TO TRACING FOR LATEST REVISION R. N TIGARD, OREGON 97223 D c - 5 �_I NN C- A B C D E • F O H �ulhl�lt- rzr-_'I_I� NO 11 OF' 2�� I I I I I I I 1 I I I I I Illlllafllll�)�1 III. ( cllil 111111 111111 1111111 III fIl III 11f 111 111 111 III 111 III 111 III III III 111 F11 III 111 111 111 111 111 -- , �! b .� � ` NOTE I F THIS M ICROF t I MFD I --- -2 3 4 — 5 6 7 8 A 110 I I 12 _ DRAWING IS LESS CLEAR THAN --- '` THIS NOTICG IT IS DUE TO �.r THF WALITY OF THE ORIGINAL p ' DRAWING. AE Fj2 92 L2 9? 52 t,OF C2 Z2 12 02 SI 81 1 1 91 til v 1 F I 21 I ! 01 S • L 9 S b E 2 I""►'" ►!1111111111111111111IIIunlnu1n1111n�I111111111�1111111111nUIn1lInnI11��1111111111111111i111�1111111111111111�11�111111111�111111111�111111111�1111111111111111111�IIi1INII�tIfuI111�11111111i�11�I11111111�111111111�I111IIWI Nfl1>I11�IUI�II1111111Illll�llllllllhllUllill JULY 1992 i A 8 I C D E F H �'• -- 175 \N� 3r��l0 .150 pg�Ou"�p5-Z /fIf J - `arc i G 05 -2- t_IIvE. COIUT. �@� O IV 5 ►-�T. �•-I �a cGvijI I `1� N E -�.Kc_T uv1�Cr G:•trG n c �/1 � T' V hr 75 \- IE= 198 3 _, . }_ 2 0 S. x-147 O U T T _ -�- / � I E.z 205. 'TO IN-)(50TIJ OIV Ile *. ry ZOD �3 Ou pN 2 , _� �c \,; -- � 1 }•n ;E%jam ,/ - ,; 1 , y5c / O �9 ti's I y r „ �,r� ] E{ b 2 3 8 VO `V '� C'5-Z11 y r Z C` 1 Fl / \ y � 1E. z0//. G�o`Or..z 3 I !n OF -3 LII�� I�TUOzS� ' JI0+ z4Z . "1� 0� \ HS 7 It ti - 15 _ , _ f — I e.10 Ia -- doI -- - -- — - - ------- i { ----- ILI C2 0 5 -- -- - ---- — FF - — -- - - - -- I -- - -- - - - - all r _ -- `` - - -. 13 A - -- r..- ----------- 12 00 _ - _ .00H - _ - — _ — I - - _ - Z4\ INJ al ---- - -- - -- - -- --- - -I - _ _ - -- - -- - --- --Tf -- -- -_ - --- -- - --- -- - 4 --- - -- -- --._ _ __ _ - - ---- ---- -- - _ 0 - -- _ - - 4 - - - - — 1 lk _ -- ---- ---- - -- -O _ - - _ __ _ - l -_ -- - —f --- R} - --- - GO P41-14- I — REFERENCE INFORMATION AND NOTES: DESIGN '. L. . I-1 UALA_ ' IBJ OfEVEL0P1—lE N-))T C�� . \� M 1 c scAt` J. I{_.H. r J U I I I I I I<_ L_. - (-I 7 " - S E e cola •. : 5300 -5 � �/. I I � AVE . 62vt� _, TRACED TIG A- Z D , O V_ E G O IQ � '-1 z 3 P L ��`i ce, �;' �r 108 NO. I-' L_A N E IG O I- I �� SHEET CHECKED n Harris - McMonagle Associates RFV -- -.-- DESCRIPTION SUB APPR D aTE � /,y � ,� �--. � 1 1 . J � c - � � I n l �•, ENGINFERS SURVEYORS Iv Rf_FER TO TRAC;NG FOR LATEST REVISION `��., DATE 8905 S. W. COMMERCIAL- STREET CF' . ''' TIGAV), OREGON 97223 OF - ` A B C E F G H SL.JMI1EPF"T EI._,D 1',a(::i 7 1.2 C'.)F' 2'� _ •r • « 1 w r ` zw lRI � Ii w...w. SI ( S 11 11111 �♦I� IIII-IIIII �� i� �r1 -..�..� � _ �49 - �� llrGI1I111� 1I11111I111I i� 1IIiIiI 'I1IiiiiIlIrIiI�I iIYi- y1II11iiS r1 11iI I1II111I�liif .n, NOTE: I F TH IS M ICROF I LMED I 2 --..3 4 5 6 7 8 9 1'o 11 12 �' _ DRAWING IS LESS CLEAR THAN --- '� THIS NOTICA; "IT 15 DUE TO TW. QUALITY OF TW ORIGINAL ' DRAWING. OC 62 82 LZ 9? SZ fz EZ ZZ IZ oe 61 61 LI 91 SI tii EI ?1 II of d 0 L 9 S b E Z I°'•«" �f1111111111111111111111�111111111111U11111(IIiI11111I11111111111lItI1U11f1U1111111111111IIINIIIIIIII1111111111111111N1I11n11u1luu�u�ll11n11u1lunllnllll�IlrnllnululllultlunlullllullUtduwn�1u11111111u11uuluu11111�IIIlIIluLu1�11+11llu�aullll'�WIm1 -TUIjY' 7 1992 k i r• '•Q�c. �.-.,..ra.+ -�e,�•..............- -..fir....- r. A a cE F Aoe-e. -- _ - -- ------ - - - - ---- — --- - — --- 4-113 7 11�, � .y I 1 +h '3 +3�> 36 t�F-IDS -z . I .- +(y 13, ,, t;0 IE= ?-Is.03 ou-r �� (L> > j� 'E = 2z1 . �o .--I , , ._ « 2+�� r}-I IE _ �v, r O / IF_ 3. �O If�1 I �o � �� 5 IE - zZO �5-� - 7. 1 '`7Co — c`IZv to O I In - s` y01 o „ _ r � - 20 N- g� .. Zt�i . 75 M•-I Oj G, STUD-OUT IE - � i8,20 17�' 6 CS 5 = --,0 00 � IE _ 06,68 uT G 7O I . �� --}- —� �- - IE?_07, O� IN-) - �- I �� - ,o - �_ LiIUE r L -44J- GGH �� 1 yls'L_ 'c_.7' L_I I~�'_ lO� 1-C YIJ�I I �� , 0 �t - G 10 /L 7 2 , T 1, s 2 W _ L1J ,Y ro l j 3 I-1OJ �� - �- I � o �� _`� t_-1 �-► IJ 7 3 -- --- - _ s' a _——_ i � j / ------- - l 1 i = --T' CL 0 I -- ( r I t 32,75 NH D 5-Z-C4.t Ul 3 s' r I E- ZoCo,Z3 OUT - I E= z Oro ti I fV UI , i \ r N �r�1,9 b 1iL-1 Os .e. tL/�O �) O� Gt45 ,S 0 �) 0c) 75- �ci L t "L- 0 _ N I I- - �o S. 1-1 O u.-T, , s `-i 3 I _I D S- L I ' r I— os. 7 I N t -- /�� O m " Z O O, $" CSP 5 -O.O 1.5O -��3--�+'h= g ' C-S { - F T I-E L � \ c o - - - - - - — -__ --- - - _ r- �/ vAT LLF=�". zt?.+ 3�.-t I'•'HDS-Z, Z0t3z ,N3 h'H u5- z. '7 `iT�' � - 2 • I = z17. ;� 0U_r , _ F<--L P(� 1 17, ff O N - -- -- ps-z LINE CC N-) - --- — . _ 1 -- --- -- - --- -- -- _ I - --- - �- P I FIL_ 3 _ _ — - - - _ —. -- — — — — _ - _ - - _ dp . -- -- - F' — - - -- -- - - -- _ _. - -- -- _ 3 -_ - — - - =te Ai rn Pill ._n 0,- c -- o- -- - - _ - rn N - CO - — —_ � u u Uj Lu `g -- - -- - z 15 -- --- --- - - - - - --- - _ - - —-- - -- -- -- — ---- _ - - - - rl , II ' „ - _ - W w - -_ _ 4-- - - - —. - — - _-- - -- -- --- --- - --- -- - -_ 4 -- _ - Qv -- - t _ _ z t Its 'U -- - - - — —_ REF'RENCE INFORMATION AND NOTES: DESIGN /� I ^^ n 1 ' r --( 1ALF� 1 ( 1�-J DEVELOP -IF_r,� Co _ SCALE _ TRACED 15 3 C a 5 . W, I I -T-H /�V E �� L A TS 8 H A S E TIGA20 , ORF-GOtU '=f)7 5AN IT/alai � C�v F f� JOB NO, PLAN-) P �.OF 1 L_ E s z �RE �.2 CHECKED Harris - McMonagle Ass ' os-� L_ ► NFr _ � ,� SHEET ___WEV. DESCRIPTION SUB. APPR. DATE y �q 1` T_ k:-1-I. g o C a t e D-5- z-1'o L_IK_j E I-{ Q ENGINEERS - SURVEYORS REFER TO TRACING FOR LATEST REVISIO'J �'� � H,,./� DATE 8905 S. W. COMMERCIAL STREET DS- z-Cc -z• 'LI IV E DS -Z - '7 LI1�?F A I I __ � -�- �G TIGARD, OREGON 97223 of 6 C ;l-JMh1E F Z C L-n NO H I:", OF Z*' Sr ♦ ,.- .• r _- ... ..�� r.4... M' "w.'..Mlr^...•4w '•e A MICR . +..fkR,l .. , Ile- NOTE: • ..... � _-- _.. �I� .....,.. •�:+ .; 1 1'1111 i I i 1 I I11 �I' ( � I�I �• I Ili 1�1 ( (, ( If�I�IIII I (�I111 IIIII(1 111111 1111111 1111011 1111111 1111111 III 111� ;, II 111�11�1111 11► 111 SII .11 111 111 11► 111 ►11 . � --- -- _ .- I � � I 1 I 1 I � I •,I I I I � 1 I I , 2 3 4 5 8 7 8 9 10 II 12 NOTE: IF THIS MICROFILMED .... . . ...... a5 - . DRAMI 1G IS LESS CLEAR THAN ---"` THS NOT ICkv-IT IS DISE TO THE QUALITY OF THE ORIGINAL -- - - -- ----- - - 'TJ' •,...••N'bRAwING. , oc 62 9Z a 9Z SZ fZ IN ZZ IZ OZ 61 BI LI !) 51 fl FI 21 11 01 • � L 9 S b E Z 1 �,I,I,I11(111111111111111111tH►11111111111411"Milli 111111 111111111 u1111111111111nlnulunllwlWlllwluuLlu�lllwuln1111u111w1n11 441 ' JULY 1992 0 1 A E F WOO • �t �lo 5�ovTpS-Z � 5-a L I S Fi 7. - / v- , 111:' ��) ` v p1 •• ' _ r It IL ICY b. ^' '1 _ ` �q `� ` I - ^ lG '- . .'Z,. IE= COS 70 tK.�(BO 0u-r CN 6, p v / v - 1 7 p /1 ill `-17 _ �Ail ' `C I tiIA t S-E•�••1 L r' /' 0 r p - Z•�I \ �1 ` ? 7 1 DS ?• '3 LIN STl L� O t0+2d 0u I 0 y �•-� � � � '� � `�-:.� O!. 7 � OC.!T •J � _ I E= �O� �;. 1 E ��w'LI� �� - r" c, -<.-'+ � c g , r7, - �, L-1 - -- - - - - _ _ T 215 a 10 Z7 - -- - - -- _ I pp os - — -_ - -_ - -- - -- - — - --- - - - --- — _—. _. 1 , .- 3'78 1 g 4-•! � 3 ` ' I - r L' 00 U RL 0 _ --- - , 1 - ' It � - -— --Y. - - ---- - - -._ rd J — 77 4 - _-__ -- - - - - --- -- -- - I -----� - - - - -- - - -- - — - --- -- -- ---- _ _— - - -— ___ 4 -`._ 1-_ - -_ cj , OO Vt Q 1 REFERENCE INFORMATION AND NOTES: DE'iGN � - r_I= T DEVELOP " F T CO . t-� SCALE J, 1ri. cJU � � EItf' � �� I � �� 5- !M 4' �{ TRACED c I �'� �_ SD' HO LZ �.�/. AVE f� L T S�� J T � G �� o , V- EG? OIV ? _ -rX24 5F r JOB No. AD,-r. r'H. LOC . C75 -2, I t U� -,L, 5 I-EC- JV-H 7-A. -7 CHECKED - • � J l_ �/ 1 � . 5 Harris - McMonagle Associates PL/20\) f � ��a �= I -�=--`i c r HEET kEv DESCRIPTION SUiI, APPR. DATE M� '�G l2 r ,ttn �` Q r� 7 ENGINEERS SURVEYORS ED I<• - 2- L I I� REFER TO TRACING FOR LATEST REVISION a h, DATE 8905 S. W. COMMERCIAL STREET � r _ TIGARD, OREGON 97223 Cyn L OF y -- = A B C O E Z7 SIIMMEF'F•1 E•LD NO 7 14 (7F .G s G Q '0 FILE COPY fV.3 1 1 1 1 111111 1 1 ► 11}� 1 1 i i� 1 1 1 I I 1 1 1 Jill 1 1 1 1 r 1 III ( t 1 1 Jill 1 1 1 1 f 1 I 1 1 1 1 11 I 1 C1� 1 1 1 1 r�0 1 1 I r i 1 1 X11 I 11 I11 l � lll � llillll1Il1 � ► ij� ( I � III � III Iiltlil � li ► � III ) Iil � l { I � IIwIN�_. GIp1►..� ,, - 1 4 NOTE: IF THIS MICROr-ILMED t►+.1 ... I 2 3--- 4 5 -_ 6 7 A P 10 11 12 t I DRAWING IS LESS CLEAR THAN +�� - THIS NOTI�;"TT IS DUE TO , ,. THE QUALITY OF THE ORIGINAL {{{ ,r-- �.,��- '"DRAW I NG. OE 62 dz c2' 9? Sz 0.? E tZ IZ Oz 61 el LI fat s,I til EI al II 01 6 9 1 9 S 1. c Z I°1•"' ,,r'"'� ��II�Iullnllunllul�n��h�il�mllly,�,nitwl�Ilr<Ilw��u�r,I�IHIIIrNI��Ilhullllulllll��lulml�nlllml�llullnl�latlllM�lullullnulull�nrrknrllll111tuIn��I1ltIN1111r1111ttt�ili�ll�til�ullhnl�nnlml�unlLul�Il�uuL�u�lullllu�uullltfJlWIt�I1 — ~ JULY � 1992 ra A B C D E F CL to G I 3 c) y �_"INV V 3 + /~ TIT 7 I �� <: %�> `-7 c1 C) C� -III I I I G it Low, \ _ ZLo g Z 3 +3 M•-1 U 5 - . �� . (�, i, ,C j *�CiG 2� _ Z `�O - — I I � +S Cc +•Gc Lr( F 1 7 5- -7. _+E = I D cc_____� IE= ?-Is O� OUT - I• II - I Oy I _ o / Ir = a/A. Po �r�) G G 9 I 4 LAC) I ,� IF z.zo.oz ] `?`` -- _ 'fish„ � - ' J _ � �TUB-0u r IEa 218.20 I i7�8 ' c5 5 =.x.030 IE -corv,� OOU7- 2 I Err ti G 7 �— I � IDS -Z- Ga - Z. L_IU ,�r tt� GI 0 +•i0 _ n D LA c> ^7 ` I s `-I O `"I O`i r `I I'ds ,`I - � I T W �N I T _ U� � �� J U O- IJ; G 1 EL �- w !-� I o Irl o ) W ,i { � I I__) O � 1UJ� O S,� u 1 1 - J _ 11 dG J o ? --- __ I� ! I r W l� v RI 1 mss' `~I ipp °`J I I �� 1 +0 3 !"H 05-a ) i 1 c = zoo. 1 1 ouT Q IIO(L-�7' 0 v,31 I 9 °0 �D -7 C �o r +o o h! 6> L_1 K)E I E. = 4'.O$. �-I OUT OK � - IF ' ' 05. 7 INj t �� -_ of " zoo, a � � s -o.ol �o z�� ' $" Cs1= 5 =0 . 030o z- F- �TIcEI_ T r=E- UErA1 c1� =o o - -- - 'A7"-\,%/ - _ + _� - - - - — - ? _ - 2 LEFT. 5 Z Ic+3 i�1"Fi 051-2-1 z O t 3.1 P'!-1 057- 2 . 7 .A -�I E T I ` y OUT f= - - ��/ — --- F_ _ D I !�� __. — .................. _fA -;-— z�o --- --- --- - -- — - _ g ll — - o o' __ - - - - -- ----- __ --- - - - - . - 1- , 77 4ao - r 3- o -- - 2 3 - - — -- - ---- - -— - --` -- (I\ : n1 0 ftT —j-— - -- _ _ _ - - --- --- _ -: _ N P z O - - -- - - - - - A-— - nO W W I I' N U! In rq W!ll r - to _ - _ --- - -- 7 nl n _ _ 1� n I ' O ACD CF _ 4 - - 11 ol _ -- —_ -- --- ---- - - -_-_. _ �- - _ _ _ _ -.- 1_ Ao -- - SCALE`-a REFERENCE INFORMA,',,ON AND NOTES: DESIGN" Tl A L.AT I N D E V E L O P N1 E.IU T C r , LI M M F- ► L[� - PHA E " . � F_E 5HI-F_ ► ��0. � a.1Z H. t; TRACED �, 5 A r.) I T I�'T E_ w f08 NO, OREGON CHECKED ' p 5- z I tv � C �) I C- SHEET r. I } I Low LD'S- -� I �_E` _Ih 7 , > > ✓.�'SitNg, r. V�H. Harris - McMonagle Associates REV. DEXRIPTION SL'- APR'. DATE �1�11* . ' ENGINEERS - SURVEYORS T) io '' R 4�P, DS- a-G-t 'LI IV E umTtl �- ✓ DATE 8905 S.W. COMMERCIAL STREET ,�__, REFER TO TRACING FOR LATEST REVISION D S -c • 7 L►tv F -I '�- TIGARD, OREGON 97223 Us-_z- 6 I_tlyC � �F { A B C D E F '� o U ' SUMMERF FELT) NO -7 C _. 15 OF 2r, FILE COPY MN • , ' 1' 111 1 1 rIl 111 111 11 '►jl �1 ►� 111 !JI l lI) I �1 1 I I(III IlIIII Ilil'I !1)1,111 Illlfl 1�illll 1I111�1 II111�1 ►IlIIII !IlIIII 11!1!1! IIlIt1111i►I111 IIIIt{Illtl,l►1 . , ' •, I'1 I I I I I � I I I � I I � NOTE: IF THIS MICROFILMED '�""�` """"'—' 2 3 4 5 6 7 9 A 10 I I -mob IS LESS CLI-:.: THAN - y - - THIS NOTIC&-t-IT 15 DUE TO j}IE QUALITY OF THE ORIGINALING _ -' - OE 82 R7_ t? 91. SZ 1►8 f.Z ZZ 1 6t 81 ! 911 SI bl E I ZI ,1 01 ✓ �' ,11111111 Ill Ill III Ill IIll loll llllllt111111141111u11111111111Ill t1{I111�IIIIItin�111i1i111111111111111III11Nt�1111ItItiI11U{II►IIIIi1�/11Nll1111 IIIHIIIIIl 11114"111 IIINIINIIIINIIIIIIII{111�1J 111�1111�11tllI11111I1�11111�1�1�1111 r 1. 91-9 2 _ y ' S,i)••. '.n..r.-., ._. ----...»....err.. ._.. ---. ...._ ....r.�P.- .__ �1.-. .. .-�.nItA'.�.._..,o......,v .,�,,,,,,,. ... ..._-_. •�.._ .. ._._�. .. .. -,. _.._ ..i+ 9ral .:• Y. .__ _ .. - ....-. , .., .... ........... ...... _ . 1 r vra,i pl iR. tYnA C. � d4ia. r- r PA to is 4 C T ON 1 TL?,5 J W/ W. N ., - , o - M A P r? S C � f) It WA 5 H1/YG T0iV ` \ t ' X/01' j1 3 7U J � j `• 1 y 38 337 f Ni b V. , I 1evs T-4c t . t I � � � I Af S T,�L.L i 5. N`5 UMMERrIELP �,.-- _ _ .____.. -..w�..�.. - . �.�._____�__ .!7 R 1 V E� ger" c. s. �. , _ .r - __ Ar _Lf:__ IN, -- 1� - YMSrA4t i i d' x„! GC)rpas, G' al so,* ^, iW.5 TA[L F.N. ✓ „ ,S ; Csau� }� PRnpu j - SNS �A,L L e3C/VD3 i G V. E A 3 T) i r ,40 �.f 7"�d1 z. { 15 4y _ ----'� �------'---- A.S R E�i to e R E!J � t a G✓IV ORO✓QCT ( `� - �, f 398 co ywd*c T TO E.1'/S Ti,✓!!< y 4•xi 1 (�' ro J ! 411 i 2 344 '� ,,' �, i 382' TEE IN TA11 lSf Aro ,'• `` ' _ ___- - __ _., 1 �+ Ile I 3,T7 0 '� PRr1Pej.9�',G } 1 tip 57 CC /r/ ,S7' RVC i" I CN NOTES R 0 ' C T go 17 E AS , D f_�'' coCq ►�fir, '� � ' � ' ,�/'e �.Jr.�° 1 all I ! It Art A 7'r 1.� CA ° .rir F PAGE 2 D TIGARD WATER DISTRICT 8841S W COMMERCIAL STREET • TtGARD, OREGON 9-1223 TELEPHONE (503) 639 11554 r )p i X6•'3 i WATER PROJECT C' ) �V 7- MA P , # H. T �, a �, .� UM IV E R FI E L D E.. ca Pew FA G L• Robert E. Santee, P E. Administ►ator Scale: / '` .. fii�� / •. .,:.. �. .,. ..,ay' :.s':.n..' ,'•"c_- -irir_s.._.-. .,:ism - '' _ .. '#• ... � a:..ne, .iiM.:_ � PRO we mm a ire, ^r e r I �1 111 fel 111 X11 `�Irl�� li X1,1 1 � 1 I'( :II � (1 I I�f Ill Ilr Ill 111 11 111 111 ! � I �� r ISI ISI 111 III 111 111 III 111 ISI III 111 111 11111SII 111 111 111 tll 1� 1 111 1 1 1 1 I I 1 i I I ti � ! 1 1 1 1 1 .I NOTE : IF THIS MICROFILMED � �-----� 7 8 9 DRAWING IS LESS CLEAR THAN -- - .,1. -•- �. .. _ THIS NOT IGli-r-IT IS DUE TO THF QUALITY OF THE ORIGINAL r DRAWING. -_ U 6? L2 92 G2 b2 C2 zZ 12 0 61 _ 91 LI 91 S I b I 21 11 01 _6 9 L 9 5 b E 2 1 ''�l . ”- II II I ! 1 Ioil 4f ifIfIIll III IIll 11�1I111111111if11111414f1�11111�1111111Ill 1fill(I11fill III11141111111111f1�f111111��fill IIIIIIIt Ill IIIIIiiil111�lllllllil�llll�llll�lltl�iI- Ilt t11111illlitt111111�i1111111111IIi�111�� NI11u�111111i111111I�11111)iJliul�t�ll,�u.1�!l�l.�lil�IlL��tl��ll�l�11M , _TTTT _ V r i 7 "341 ' :",ti' L ! N�� E E PAGE* 3 CY �• ,� \\ / I I \\ 0 z3b, mroll TED A a 1r . � tK f '\ „ r." . //VS TA L L A• H. .. I ' j i ; ? 1 I IN 0f �� .,� jws TALL SEND, +, f ' 4�4 4Co AS PEou1l�Eo t ! . r ✓ moi. i �t 1 le j 10 16 I I NS T,A L L 19 T ✓. ,.,,� �•`'',�,�. C as t � i �' F•/�! ;nes 7A l t 46 D. { t, /IQ, I' f ( ICA S r) + "rA 14 ... i TIGARD WATER DISTRICY Y : t 8841 S W. COMMERCIAL STREET • 'TIGARD, OREGON 97223 . I / ..._. .. ,cotS• �. TELEPHONE (503) 639 1554 t WATER PROJECT UR HA 10 ROA D h - AV 8' - '�. �DC S.7D ;'p1 ur: wt 5 E' �v1?*M1. 1 ✓�� 300 �,' S~ T H i CDNWECT TD L•,r/S?'rMC �� T + i,Y�S 7 N6 /2 �. t� c1� • , Robert E Santee, P.E. Adryimistrat( f� S cafe. 1 i c::,► II`''I I"1 I:7 IIR - .,.. �f Ir � 111 I �I III 111 III �1 ��1 I � i�'I 111 I Ijl 1 ! irl INIT 1111 1 � 1 lj fill I � 1 ISI I � 1 1'� I I I � � 1 � 1 1 � 1 ISI ISI II ! III III 111 tll III 111 fll III III 111 ill 1� 1 III �.. ,. .: I ' e 2 3 4 5 6 7 8 9 10 II 12 _ .. NOTE : IF THIS MICROFILMED 1' DRAWING IS LESS CLEAR THAN 4 iN IS NOT It;E-;-_-IT IS DUE TO THF QUALITY OF THE ORIGINAL [)RAwING. OE 62 92 12 92 5:' 02 E2 22 12 02 61 r 81 Li 91 11' f I EI 91 11 O1 6 9 1 9 r b C tc!l�1111`till�IIII�IItilttlt11111�Itll�llt�llll�llll�lll0�llll�lottltttt�ttttlttlt�ttil�II11I111l�I111�111I�IIIIIIIII,Iiti�lll1�1111�1111�lIlI11111�1111�1111�1111�111��titI�IIII�IiII�liI1�IIII�IIIt�IIII�L111.�11�1�1�111�II11�1II1�1111�1111�i111,1.1�1�WJ1UlllJl1�111111Jll�ll.11�llll�llllll.W�l1t1 - - • « 4 � glFl➢�Y MATCH 1 ` 440 4a ` I ; tV S T A t 1. j• M. t 1 � i ', 4,41 i 484 { f � � 1 j I 483 ' I 442 l Construction Notes : 1 . Notify Tigard and water District prior to contmenci.ng construction . tt ! f 2 . All work shall be in accordance with A. W .W . A . standards . � 1 4 3 � � 443 � 3 . All work shall be inspected and approved by Tigard Water District . } 4 . Fire hydrant assembly consists of MJ x F1 6" F lg gate valve , �,_, 6" F lg x F 1n spool ,1 , and Pacific States fire hydrant , 54" MVO, 3-port _. (2 - 2�" Nab' hose connections , 1 - 4�" pumper) , 6" Flg connections , 1V Pent Opr Nut , open .Left , color : red , traffic model . ? 481 #' 5. Poured concrr_te thrustblocks at least 8 square feet of bearing sur- 1, CD 4444 face at all cross , tee , bend, and blew--off locations . ► (! 6. 36°' of 3/4" minus gravel cover for all noins i.r, streets or ciVatwin: otherwise , 36" of earth cover . t ! A ' I c 7 . All sanitary sewer linos 10 ' laterally or 3 ' vertically of water.. 1 r ' mains shall be encased in concrete 6" thick 10 ' from crossing . � 'b Wh�re crossings are necessary they must be made at appranilmately 4 8 a �f' �-� �44 5 ft I 90 with at least 18" separation below water line. ' tested at 150 psi for 1 hour. - g. Mains shall be 1 .� r - • .._ 9 . 0.S .B .H. bacteriological tests required. 10 . Tigard Water District shall Install' all w6pper services prior to �, ''� � ��4 ••`y~�``. r 4 ,79 � ' 4r4ro blacktopping of streets . Meters will bo installed by the district upon individual. request for same . - 11 . individual pressure-reducing valves will be required for all homes � „9 1 j - located south of the .,rd fairway and an bath sides of S . W . Alder- brook Circle , including all lots on future oakmeadow Lane . (Lots •,,, �._ $ . 435 to 490 and Lots 467 to 5711/ 0 � ' ` "• ' IKsrAet A*' G.Y. � $ i 12. Proposed pipe lengths : ,� a ` '...•. r447 535 ' 12" D. I . -- Fire Hydrants : 8" D . I . •-- 51085, Home Sites 169 rni.��,:�� 6" G.v � `� ;� l , Cr" 7er 1 0 rwEsr) 1 6" D. I . 1 , 3441 t 4" D.I . --- 960 , 13 . upon completion of installation, contractor will advise Tigard Water P District of total' construction costs to which will be added 10% for district inspections , wator loss , overhead, administration, sampling , ::w••; ,t '` , � � �,,. etc. , and 8% for engineering , including permits , "as-built" drawings , t intersection maps , etc. 47;r f ' 4' 449 ~~ . f'. 0 A \, .... -_ ... ..._... .. ... ._.r r•r . - --.... _. r_ _.-+w". _...r..__.-wYwY.+rti«_.__.-._... -._.-_r.•...r....re......_- ..a. .....w...-v.r....Aw....-......wns_wi/ //lr ' .. 1 `\ �� \ '~• � � � � If = X17_. .570 7149 OREGON a,,/ t 5.• r C, l ! . � / �' �( --,_,� Y � •�� r t� `cam ��V 476 E 416 47 '` � , �• \ _ _.. - TIGARD WATER DISTRICT Odom f '" �, a,. �' V !� <4``'• ` 8841 S.W. COMMERCIAL STREET • TIGARD, OREGON 97223 t , TELEPHONE 15031 639 1554 450 •� WATER PROJECT �. : 1� s T) ' •. --- U 1� lel t- ! �'�� .� .S _ MA T C H L / N t ,.� �' f� IN.!►A r [ N.` � .,� Rohert f. Senne, P.1E. Administrator %5 A E f f G ! f !,' l �, �` �� Scab: = SQ' C. . .•w .. , .,.,, ..,, ' '.x.. ,C . ., .. �...-.T fir". -_r._. r,• .._. too..-.-a: .w..r .' •. ,-. ..-• ►^'""'•"" ,.., it ' 'L, • ' - _ K I rel r X11 Ijl llrj1 '�� r �1 I � 1� I 111 t' r III 1� t � t ' 1 ' 11 tll tllitll III 11 111 III III III 111 x11 x11 111 111 111 111 1111111 111 , 111 T11 � 11 1111111 1111x11 11111 ► i i IF l l 1 I I I I i i I I i l I I i - - 2 3 4 ir - 5 NOTE : IF THIS MICROFILMED _- - »: DRAWING IS LESS CLEAR THAN THIS NOTICE-; ' 11 IS DUE TO -` THE QUALITY OF THE ORIGINAL ' � r , . DRAWING. OE 6Z 8� Li' 9Z' SZ bZ t;c ZZ 1 OZ 61 BI LI 91 SI bl E 1 ZI II 01 6 8 L 9 5 b E '`�• �sr11'1111111Ill III 11III 1!11111111111111111141111�11111111r111'X111111111►1111111itII I;III I1111111.1IIII1111111111111111111111111111i1111111111ill ill 11111111111111111fill �111I�III�IIIIIIIIIIIIN�INI,1�i�jt��11111111�1111�IIIIIIIII�IIIIILI!!lhilltlhlUU�11111f111�1111��III�NIIlll�llllN "" 4 - RX/J1►'�NG t8'� p./. I'vrc�lrt �eNivt�rinly { I I A1.5 r 4' !! IAS#Mall( �V5 4LL r 70 it J1. L -i'..� _ 3 TI!'AAOI.t j. t. 4 ' F,✓. w o. r. P r ! , r ' I S r •?A DD L d PJL -� I � 4'' G.v. W�e. �. P. 7. s r�� , I i !7, c. I F_ /&/I �:-.-.� i � �- I g"1rA L& K14. ,p all w 0.l� .ENP P/w0 J E C 599 ! 400 dll i 4,29 - 1 I I 1 �i• !br ; , ' , • ! I �.. - !11/ ST•1LL 9LND5, - INTAIL MAM.03, I �` �5 S t AS R C*V J RFL i 1 l '� �! 4a1 hl � / .� s. w. _su�Mr,`• :`R ��c ,� cougr _^f . w_VM..+.... ._. .__...r..r .rte•..__ 664 > 397j409 .� 414 --- - iSKS rA L C 19.0. w/Z " �, A! T. /IV INS 7A l 4. ( gt' x 4 T« 431 AV F mi PICK IDX. 4" O. 1. t wt/ AG.V. (Wij T) 4 ( PROPOS LD /1�•A.1 j i .wRnP0SE'C t 4 I # 1 or: i { i 408 415 1 ! ? . :r. �--- { � 4 3-9` 404' 407 r I41r. x 418 I 41 -9 420 - f 4 / 1 405 II i •' i I 1 Q.� �,r' �. 4 x 1 ! 1 b(o1 394 1t► 4O !i f INSTALL 4'' D. t !i !N3 T Ai L L �'` xl.r. ! i...j� j 44' W1 4 CT c NCO v1StEJ r 61 ism on ¢'U 741Rt G" :J.! !vT liRt, e. ,��•• T,CZ / - �-- "! ___ .__ .�.............� . _.._ ._ .. - - --_._-- _.._ .___ • I• .. `\ ./ _.�'..-_._.'._--..ice. _^ _ - - •_-•-_• '- _.,_.... { ... .___•....._..._.. . .►.- _..-..,.,.. - ' • 1 \ r . iNST,q L,I_�l, B Y' 4 TES i "` n._ 1i S TALL F N. lNS7ALL QN G,✓. t !KSr/.L1. e I1.l, t .,`,^ /INS 7ALL. P! NDs, 14 ' x G.1r IN/ A.0. .. �'� r r _... , ,/ As RtrO v%Aror D f = �. D" . lW/ GG.Yl.S d.) w 4 -90t �� °� , G .REE N ' N o t.. 43�1 439 p .N5 AL c eF.JVD 5 AS R E Q U.1 R E D Ile t rN .� `� y t � r LA T F E �' PRO U_� 1rD a D 1. � 4i" � p 1 f AS RtipilIRED ` l f AVM I i 7 C 141 L l I _. 1 { � q q 3 � til � F. RA G � ' .Sf'F ,0A ,� E Z TIGARD WATER DISTRICT oil 2- 1 611 6841 S VV. COMMERCIAL STREET • TIGARD, OREGON 97223 ` TELEPHaNE ,503) 639 1 5548ci - WATER ER PROJECT c. s. ._',... _. s! ' ,,YT c _ .�r�.�.,.. ree.. . 01 -- /Af�*r/ l L : .►' !, ll / I 1 ,• + J L L.. PA �,7 G. 1 Hubert E. Santee, P.E. Ad . / mrnrstrator -- — scale: SD 1 ..,r ! 9 7l0 rill _+ IrIY SMA �. C _ . 011.- tI i i�- '�~ � I • r } I . t �1 r X11 I I _ • .. . . ., 1 � 1 i I 1 i�i i1 J I� J 111 �� • � I �j'� 1 I I Ir 1 I � I I 11 1 1 1 1 1 � C I I I I I I I I I I I 11I I 1 _ .. ....,...r..r., ._.... ,�„t• ' ,. _ - •.-- _ I I I I I I I I I I ( ! I I 1 1 , I I Irl 111111 r�t 111 I� t III III 111 III Illll � t Ilr IIt li 11 lii 1 � 111 � 1 !' 1111111 _ I8 NOTE : IF' 'rilS MICROFILMED _. 3 4 5 6 7 9 10 11 12- DRAWING IS LESS CLEAR THAN THIS NOTI(7 ---'-1T IS DUE TO n �� THF QI 1AL I'I ; OF THE ORIGINAL DRAWING. - — -- --- - -- -- ---- - -- -— - -- --------- 0ir 8Z l 9Z S2 bZ F? -22 IZ 0;' 61 91 LI 91 SI bl E: I 21 i t I 6 ` TTTY V Ck 0 ,� '� ��11il.IIIIIIIIIIIIcllllitilll�e;IIIIJII{�III�III111.IIIIII6f+t11Ji11111�1II�IIu�ll��ri�llllJ111111111111111u�1111Ii11111�:!Illil�ill'�t,Nl��l1�!It111lllltlllliblilllt�l�r'IItIIIItI�IEM1�11 J1I11�!llIIi1111t111�I111I1, t itl - -. ' . lain It PEEL I MINA RY P L A T PHASE ]�l DA1-E MARCH 8 , 1976 IN THE S.E, 81 S.W. 1/4 SECTION 11, T-2S, R- IW, W. M. WASHINGTON NET AREA 75.44 AC. SCALE: 11i- 100' COUNTY , CITY OF TIGARD, OREGON . INCI .)DING TAX LOTS 900, 1500j 1600 1700 2000& 2600 III At A4 I( 60 ,O f � i l �' •f+fl '/ /N� .{ i/ '/ _ 1 1 _.r-✓ Mi S r^- �., 4 D 11 4 OO J -.... J Y3G I' '' T .t'�" / / I�I•'/�.- M " � ;.L� ,iGS- � �1Y ry /i"Ji i1 y� ' s//+ ^ •, k p Gr. N � tvq- EE �� i 1 s, ^�i11 ..ti y 3 F .. vv ,' ,i + rt• v + � r ar' r1 !� /" - ./ t a; m a.; ,v 3 4• ,v ,'; <r. w •,ve N N v ` '� � cs,3 �', ��5� � � o��w�wll• �� I ,,G' Rl �M �� y b r ,� U,rrAl r'�• � •,w ��.......i3�.�..,. -.-u..,..,,.,-_;;'y„�d�r� � 1, '��"�7Li. � •('•� r .w�. B Y; 1G� �� ... fS .tea rl y /f\�� r �-� 1 / ` b ?b' ypY✓r /) o 3Q =p I v' • _ 1 C id C5 M ' ;,. °.1'L ,•- f._ ,, r seri d1D rj!*" , . >a-<n t V y _�' t�' •� � 1 I„ :,Pt ,y ';-5 (mob a � 1 � �,1 `D� � �'1 •0 ' d� R z By �t'R 1 -�, �\ YQ,• -� �'� P l •� ; +n `0 '`1 v A 13 1 r :.1 17 �l +`1 r Ib.'.� •lL ,� . •. '� by ' � }' .Y ` y•a� rtI f2 OF -OC COI.x. le ,I / -rp-L. X. / ] `^i > �) '✓� BASE Ow +� y ./ 80' _ �� I - J i '♦�BF-2M ,sY Y �i v, ' l3 Coi -u2�fACE. F. i'• 3z� (� y rz � 11\1 �ibI-- F PA N � 'r� y. i I F� r� - / 7B. y B�• 1 a✓ - L�G/y IorJ A FMOX .a3 8 FPQr _� V LI /. DI I^"� {�/ , /.� ,�y Lb �,.• • LL � O IG �, y 'v TOP OF COL-C L 13)I G. 4 �,/ 1 �f h '' / 'G r `•1 y�l N 'tib U F '\ QAS OF r 3S f ry u • 3 s/ v 7 ! i u/r 1 Hy" N� :9. V:y S= W y 0 1► s ,,, sL I IU v "Ib � �' � 38G' M f% ' / 1 �-_...4/--- .I i '�Z'� 'U r,y •, y �•\ �� I`-� '�/ 0 .IJ b"1,98 tJ7 s+.V ) 0 1 „"3 or so 445 �' �' s-t' Am ♦ 3?J.' Y 1 r '� E� BECir '1 .�� 5Ll}f1ME J �.✓ a �� .7R' r�....a+. �, h 1r '`p �t - / s y a^ A MV U /, g vJ• .=8 a ;'e' Ba'Flo i,. r; ra , s ' ya• v' S , e' .`�' eL 00 OKI • ---- i A -8 v'n 0 '!! I -� hriS ” i ie ° iy, 1. y 'IV V V 'jl�i • \ 0 Q3•'60 *M ' ,; - — .�.. t' , � •1n gp' O .:.-f o " �' � i t0 sem' 'o �'& , r s•' 4 h 1 4 n ,; �+V,\ '�- �� ',V.. `j �r'J• - °r �SG,,�r 7p rL ^ � ®tl ,, v �' \ I 'tiV ! `•`'�J 1V aW _ � , � ''�`/•• -'y, I i `r ,n �'' i' DO TG Xl- , nl � ;'V `,` �' `,� 3.S- ,0 9 r �° c� Q � '% ,r � 1 t r ✓ , y� 1� •tla ..,,, y..sd•. v, . 0 0 • -�1i ro h 6 J ..!',� -O 3i I! 5 1_-V_1 w��w�>t�w�Y>)r ,w� r r •' e �` '' 1 Y / 9 �y � v 1/ 1 r 830 ul' / , ' ',, at ley? n, Y s- ®o V d h :- RALO C, 19 0 EXIST. .�/ -� G �'>-o 'p' '*' :h`� yti v -/ !u ,, \`�y,,�• ��''• •-.•�i �j"r '�I V .� °. ✓ o (' �S e,f [ Bo'^ (.h h Sri ',+ �o' 140so ,,b� Q Y f • Ly , yN ti s 7} /15Of, <11 r ,v �--1 i`\, •.� I ,G �'� / so �,' � �; � ,. C to 6. y \l' N 1 '.-•-. ._.___., i .. -, 'b'�' 0 \ BLS ,e . ✓ 1 V; ,- \ ,, S.c/ a yp - may•` 'qr. i y/la , O 1 _ t,, +F-" Jp , p � / /• � _ v '0 Ifo _ 1� �. ' s r� � v b "!� C ti T' � 0 Ci• v 4r '1 i, � � 1y 'U �' U1 _t �_ •J\ 'v41 .Lr\ � � �• �r4 / •� n `' may' ' L 0 _ - - \ _-- ;�•� d ..W lll^l '�/ /�da,l'✓ tpy��w � 'x� � �• �, ?'1 p S •� - r •, �-'\ � , I It 75" - ''✓�' , `� �\ I 4Rr1' ,�. o lyd (1 _ �,;..••� �� '' ,.._ ,.r' f= - fid, -�� 1 ' ! ... -- -��_._. --O" _.» v � �� ,% 5, ` / JqJ � � 'o-!o St` g 0 c �p f re �Sh �s, � •l, � �/ 'i, IC •pa 'III 10 \0 y r0 af`1 '" I a _� / L A iv C`"` , �'3b � (., l �' �1 �l!, ��"._--N. •M4'.w �'tQ' i� r,,.;/� ' `C, _t / -_ `, �' ..�..._.-•' ". uiC'r 'a.._. _ c'. a•hI a 70 ]J ,•� ''" a•-`T,tTt�+ rl..;' TO• �` ;� -f �J -y �---'�- r.� � .rc r 5rI/q ,v �sj -V1 bl ^ `, `.`'�A, ` 'y. "s Af i`� �• 400l; 1 4 r ./ .� r, .v ly v• .Q a ti ` , . -•�- _.__ I , ~b � zG�So ' i' yf tt , � ru✓ aeu tl �� 7 �o J' �Ya � a' + 01 1 1 /_/r 'p' - i��l�l�ws `_ wwwww.ww.w�iw.rt■ wti�w f IC 1 .s 11 wrrl�UNA; lwe0l _ Q �` __ - -- O LM. L - 5 EG I -A _ -_� L'• . 1. TYPICAL LOT 8f2@ WILL 1Dt H000 Z-ONIN - _ Q _.. qQ.F. UN.IDBAI! F'I�L£L'rNT P.R. G. _.._. _ Co_0,. _-_ I-, 1'B.JSi'- 13�Q - A.ALL 5'1`01-" OW-AINAr. -' PACILIT'11'LS WILI- OISCHATL'r7E ;1JT0 IJA-tUi[AL �+" T16=0 -!P,-01. oLOJ sCT a}rTe 0QA:lali♦(air LOu¢SEWHICH FLOWS "rHMU . • /y _ y'✓ rLG= ' ^I 3. ALL F;KCJSICK 4WD fZF_A1� LOT LIN1°S WILL NAVE A Z. 3" A/C' 5C' PfaJENIE.IJ'1" FgtE /9 `"� CL. - i OIIIAIVAGS AwU U'rlLl1"IBS. -- L.,Z'" FIfLBT OVEtit•LA id. THIS .TP-CT SITE 15 kJOT I l 1 Y�A►I� r R. _ bEI►.J� L1'rILIZeL7 AT THE F'rtF SEI,J'T TIMC. I r 4 s,�►W+T'Ae r -%KWEiZ v/ILL QE C01_LBCTEI7 -rF4MU •rmlE OPMBh1T AUD WILL E_ TI<P!A-rKn 81r 'TI-1L LJI.111VIOL10 tEWEe AGP_AJC`f- AT f 01-If WA" -TRl4ATMEIJ"1• hLAA,1T L115pA1 APPIS.OVAL 01r T1-1112 CJ�PAi7_'•rr1$I�+r � i", '�,.� �/ '� ,y a \\ �� OF �AJVIRL7UMEA17AL 4uAL..IT'r, J•aSA. A1J17 THE. `lrw OF Tl�s/ilT p. -- +r -"�I __.__...___ 11. nri b. JOMIP6T,G WATIRNL WILL OWL ®^s•' THIS TYG•�RC V✓AT�ie G1$T, ` In- ""O i 5-rr_gLrY iMpitOVf.M�AJT9 WILL f5ta -rO LITY OF e s 7EVvALILS WILL. Q9LGL5',J',»'rprUL•r%,r-' Al 14"O"VI'J 0F4 'T'HB, `rYF'CAL �Rc•�-IOr,J• -rT- PICAL 5--1ZEET 5EC-r C) " ot) -VW1L I2.1- .`JJr- PAV11JG WID-r4S SI-41AL� MP cOF._S-rlru*c-r ir:,: AID VIC ILII-TY O►u TI g "rYPILAL ` MCT1oAl. UO SC.ALI! r ; •t -r -_._. C. rHr. LiIOLF COU1z4E SHALL ISE SHOW&I AS 7-I'Z_AG'1-5 ON -T-HEI F'vA,- pLA"r TAF 11. A HOME, 0WI`J!SW-Z AS 5041A'1-10AJ 14^!5 C5I-F=_AJ FOOtN1Ka. r0P- "THE InEVISLCP MIL"r. AA C)MAR"r as •r1.1W GpvEIYJs♦NTr ANf7 tZ"-r'V-IC'rf0US HAS i5ar-hi DEVELOPER ENGINEER— SURVEYOR suAlMltY`clta To THE CIT-r Aloe .aPprr-oveen PRELIMINARY PLAT IP,A D1Y.AIAJ4drE �Tur1.1 N/>S NEeN CGM9PLEA-1110 WOW -T•N@ AZE TUALATIN DEVELOPMENT CO. H<'P,R15-McMONAGL._, ASSG.'IATES S.W 00. V AV^• AUD 1kJCLLI U11JJci, ALL 4,ZF-A:: 15300 c yy 116Th AVE �� ouT�lott TN1� PIIL'0J1eGT' LOUAJDA2+ns i FpC:'L,TIBS s>1Ar*F 89L a.W. COMMERCIAL ST" E.ET 5!JMMERFI!<L!7 {tucrEo Tp AGGONIODATt T►�ESE F-LOWJy, TIGARL , OREGON 97223 TIGARD, OREGON 97223 PHO. 639-3101 PHONE 1 639-3453 PHASE IQ IL V1 9.Iz I .7'iq • ` . • ., i It11r.C1�llll�t i1111tIIIl-711 IIIA'll Ilrtjl I'll IIIiI�I�1111 II I�Ij1 11111] 1111111 111111 Iillliil IIIIIIIIIItlr11 111111111111111 IIIIItI 1111111 IIIIf11 1111111 FI1�111'F�F�111 "". 'fir...^ i� r' a r ! f Q I •I �I I 1 I I 1 I NOTE: IF THIS MICROFILMED I 2 3 4 5 8 7 B 9 0 II IP DRAWING 15 LESS CLEAR THAN THIS NOT1Cer"17 IS 1111[ TO Tit QMLIT7 OF THE ORIGINAL DRAWING, OE 62 92 12 92 S2 •2 C2 22 12 02 61 81 it 91 SI I EI 21 11 01 6 9 L 9 S ► E 2 Iss'�' .r..Iun6u�IHIIlIIIJ�HlhndIIHIHI1luuluulnuhlHlHldwdlHdllr�IH111Hulnnlm111utb1uhmhnllHHIINIInu11u11uuhnlluulnulunhrnlnuhullmdnull9linnlRnhuillNdFw6NduNINNIuN6nlhwllinr"I Mho IlluubndlulluuluH JULY 71 19 92 �R1Mlr�'g1 :' '�.t7+11�!+G?.,,..- �1A11�111►�N1RlC"!�A! IIkNR►�wV\. 00 .5 W. T r 1 r�. V_r_ ' �J - r wry •- 11M t_ l� �s `� p Ifs r`w• M�r►. 1R KIM=MAINSMIRMUMUNUMA -• - i e v w .-�-. .•rrr�..r. - - __.... �.. .._ �.N r I , H r) l /•` llX Air II 9 //sr v 1. y V MII { w,i ;� k 4 ; J I all 44 �- I N 1 I a ^, ;+ 1 .,i(' �Y ; LIS o i N '� i'jeld 4 Or'.�ar0 .•.. +•j C, r2E5 '1E C E _.9'�_ ' � fr.sO 1Q .. 13 Ly 9 9 2 11110101 ' J 'V_i_ 11 10 wYrl�w ��Iwf vpvpw YYwYN ► p.lG ; o ' �• • � AL >• LOQ t' 11 - 1 M -� �• .n �, •• ��r 1 i f' - -- `� L:J '-- ' J I' I41 •'w rr J r • r• �� G • i ;Y �•/ V SU' > U C < ySE• J yell , �✓ 'I ♦, l .r , ¢• , \;S 6r0 cr yfj' N v• I "� 11 • �,� H 4 ' • y +l ��"�" (%J m do' � y� v Ca. s �� v to �° .� '� ° �° _ , er VO / •' G L �yy 6 y� LO _ X71 Ql G�. I SiLa, t ti \ r , • ,t « I t � • S TOP OF A 5 . '! #' '(. l' �• `c ff COUC. r2 1oiEE fPL U r�/ ~- v �"_- I -.->, It MASE OF ^ _ b `advie of MAMSLj;?.FAcP_ OF r?2 M t- h :.� +/ H•-5 :ZE L--u T0 Q E 1,P�\V..C S ":'' ••�� ` ., • l+dl' i rJILfr y �' 1 A j r; 1 •" l EAST li<¢L•i OF Cr2E5E�1./T � •t - U' y qG - L='CA'r10AJ APPOON, AS ! "),. 4 Nr7'vdlJ 7LIC L IttlE n .S!�7• r L •41 1 • 14; ;1 4 IX 1 ; ! TOP OF »- a .� L N .0 • ' l _ IT^ ' `". r -� ft, 78L a �R•� s7! 3ye' Y It • •Ji1 ♦1f say i' M •A �; Win.` b1� /• '� r - )�'� ' ��V i > >! y � 3c,e .v � r � y1^ 'lit '► r L�N� 1 n g E' OF ♦` 'i' r ,, l'{ �• 1 1 ,� f Io0 V'� >f6 v y ',/. �• 7 v ]yt, N crt `! y03 V til •+• ,..�« �}'. � y f' c:��B ; s�� ,f. N e 7 M �r� �,3 r'1� p . %, '♦♦ ,-� f v }�, r n ' ,,, y 4�,,� � � ~'•-�•...,.._ y &r )O I to 't �. 8A�IE w .+ .w�� •..� ..� rr. r.•� .rrsf �..� i.. O a N r j-7 s•%♦ i °' jS 1 h ' •u•4 w•� Ac 45 wJ 9v _ i fr r .1.,? St' to' ,0 0it rt rr" �e* I I03 (r� ,1 #0 �•+.tP� "`". 1V Lt O �r`•" l4U ♦ `•,L o 'yJr• C A61 r% n 'J.' 7s� J"b `� T .-�J ,I V '�!� rr J /) V. 1' '•'0 � r. 1 to cl r rj, y` r•� �'dr .Z Ji ' o • 3- r. `� v y l$ r� N 3P` if I /�� ` �r ed •�. ,l� 6—�'r� 1 V I u , LL cl F f5 a .rU 1 ,y•% i11; p I o. 30- 4 ;r! �•� , �, ' ''•', (p�J••� o Ac• �� \ b`• 1 v f�/. 1 1 ♦, 3o F7irlwAti r•' a ,, M1aP �� o' I p\�`�. 1 /``.�, ,/ A 06 el. s- OP ,�v,�• � r� 1•,� '��•�r/J , �+ ]s� 11 /J j+.• ` - :J•? do 1• 90 0 �► C«' LL �; r i Fi►� 1 U I p �/ It 0 4 t b ti f a► --e�.�.,l r >R P Q J \V r� l tiC ElA S d `♦+1\. 'o 't \, 0 yu 4 r 'ti`I ,��", Y / w �A-+. f 0 > �,. Ip II ` P._T M ` 1G _Q y� , ' /. J' r S ♦ n t •.: �l ie �•' / I v c♦ =E ru `s «i c „ y'v \ s �, �� `�• 4•(rr ` °� 1 l �. a J ' / I - W� .rte•y}},, ,)S S 1 � D , ..� t �.•- • � ``�-/ 1� � � 0' ��/ �� ,v •, .� 1, •p !�3• ^ - �1 ,,y 'y�� +ti, �, . 1e ria !! ,; f 1 1 1 Yr.• ! p „OV Z �p F` t! I �t 1 : I e! I '• F 1 7 _ s! * I .� ..�. w. �..,,, w ! r. .' /1 - - ;^ t O) �� Q O S< L� J / 'f-' —+ r r, N t• O , .'-G;•r!� • ca •••r•••••••• •• "- O • i yD 7 J ]O Y lt - - ? Al .110 1 - I S o, ' ti4 h, rc \1`� f�' n 0 >! J ` 1 '�0 �16 o rEl w vi y l I /' •` I r ` , ' G f 1'. I' • • �f 1 ,�,, -h �_ •S, r ,o�rtyi ? A1' � M , I ,• ♦ •r r• • r•• • • •• • r r r•r• r •r M• - � •iC Fll[)0.M)L •• •. • •`�•r `}• ■■ • •• • ■ •• •a r r• ••ra i Yti f 9•• r•• • • •••r• r •• r•t••■ r• ••• • • r ••r• • • •••r r r• •r, - — - --- -'�st•I wYwww V ww.Vw=wmm�n wMalw wUls +dyw w w sIwwl.wwoIr!sr�II.w°+wl Y>:�a>< w� p F_C �/POf�dSL-U 7'�L-t�''A��'it/[� LDC,c'I T"/4/iJ , .f.: J :' , ' '� ! : • � ; r'Lj r- t y � � M • '� ' 1r�" 1 �1 Iyi 1'I �'�t� s l � � �j1 •t�� I '� I•+ 1 i•�'i1 � 1 1�r 1j1 ��1 I 1 II1 1 � f I �� 1II II IIb III c � I r� � I I 1 1 1 1 1 1 � 1 1 1 I i 1 I � I IIS 111 1 ( 1 i 1 �I1 111 111 ISI 1 ( � � 1 111 , - �' .. � �• � v ,o f11 I I I 111 i..•.:�..... I ! 2 3 4 5 6 7 8 9 1�0 NOTE : IF THIS MICROFILMED --"'�► DRAWING IS LESS CLEAR THAN THIS NOT 4A-r-IT IS DUE TO THE .QUALITY OF THE ORIGINAL DRAWING. 0E 62 9Z LZ 9Z SZ v EZ ZZ IZ OZ 61 91 L 1 91 51 b I E I al 11 01 6 9 L 9 S b E Z I 1UI11Liq, 11IINIIIIIII��i1p�111111iI11111,11 IlflIt1i,I1111I1111i11111111 {II!ltll�� _. ,.r��.-_-.r.-. - �'-.rl:'*•!TY - ,�. F.,T'.. _ _" t••��r A'•V'n •y�•^".i -_....c +- .nr�.�._. __ _. -._._ ., aY�IMY _ `• • ...._. .-_. r ' , g4 el Aj 11 4 !�, E 37 rorti I RES 'jUcE n 1 6!_.._A - ( I ' •/ 's / Y NO , I/O'S ` 7 QO 5 ��`' ��.��w I ! rG •�. Z v 1 r i ff ��.1 [:r•3 1' ' moo!'_,;... -�.1: r' r •. IV 1 \ G �� uU' �� fv S�• s7 3c ) o � C- ( Q Ie, 1r L r / e S /n , �. D "' 1 t I I M J • On Q` r p , H y Y .y1, �•�/�' ,1 I a1 ��A a y/ `0• Yy tw y/ , ' ,l 't I \ '� , A�" I f, �Q / 1 Vl♦7 \\ �„� , ^ Y,, y • ` V r t• -1 ad 74 SAO t 1?5 sv b- S cv y —pp OFA :_ 5 c_ ti 1 Ir ti .".OI.C W n"J `'EE 0 lid, 170 ®ASE r- L To v ', ^' t AMMiSuW_FACF 0F ` V Be_rzm Jy :')J N`3 �4F_aKj Tb BE FkPir►}f n '/� Mb/ H V w� 1 y ,f I EA A IOlu APPMOX.gA5 ! •� s 7 As •e /c ' lar)'-,/AJ SOLID LIQE! "1 1 D �y V a 1 tiffs N 1 M i I' 1 ;, �, oSit It - f Toa ')F covc -S 3' Q ' ,_ -,.01T fir' sz 331- C , � , w rJ y i f v ^ y u N n 5 tw G e B.A� OF '.N sY L ► s; I Iw }Lv �� L , 1 1 r ♦.j10 SL d/ fL we y Gh ✓/.7. 1 h' 1�1 Ar ■■ 9 3 � �s•� v V ti� }B/ w U , , . fr �' ° --ar- BASE Or- 0 = o 1 E 7 N B EMr..; �r ,ir �.>�r ��.r �� - -- J 9S �.. �� '�• 0 a.. Qfr �y •Z.•� `•,` ",,,o_ V 4!y v L '. ftp-_. _ St»' - tLAr ' r t •S fO ,0 9 ,-� �s �o. eo• ;0 30•� � E7Q'-�f. �, � �-��, /� /!r - p 'StiO O �v1 0` /. J �',�` ,0 -,vS •'L ��, IV � `'.� '' I V �I� }y '� s•._,, �' ` gib ;1 � t. / 1� � l� •i 0 p IO' W �I '� 1 � � „ �L L � � ./ o � „y � , ,I �;� �� s • E � v 3 F' � �\ ��I fl�' s S' �-1 60 I�' Ste;Alp / -� " � �, , r y ,s 1 v r y , �y � ✓ o 1 �� ' I Z3J Nrn ? I y~ ' r 0 �' b0' N- — ;~ -.� H�+"'-s� so `l / ./0 40 1 Z [„ r, w3 7 1 � ' H ° sr a !9a• N t� ft vc -J �.� •e'' r. c0 •+ .�' [ •\` y 4 _ .� 11 � ' ' �--- � n,rww�'>n>•r�wwww * 1. ,� ^• .,�.•- ®o' o �•. 4y e.�. ,� tYb7jr 11 '; 1 _•! , x 4'r cJ( 01 �'• ti a ¢M-o c \ v o �•,.� !' C</✓� t /0, r �� TEE p /1 `•- � --✓ fl^ ^1� r''. '�`J '( ', ••C , r, 7 1~ .`� '�. v j. t �•- `;>r U / SL a r h BO'a � G•O�• Y`'•' llh J, -(i v EX 1ST �` ` ; , 4 �` w 11r, go- C ' '>,� / � ry �Nt _,L` /� ' ''r ,/ 4ti 9 \ •' h 9`�, V / ,\,v' Y At'` N '' ��f1 \�'< ' L � .sc Esc It : sN• p � � v g sh �'- y •ten' ,` -� 1� /,[ v �5 ,�� t�' �. •s d �, 'Qt. '•' ' Sf E kiLeftX. W 5' 0 I'••.. s'GX `' ti��.' d I;.J�•sj a.'• 1' d IE UI'(/ �, \, / fn Iry/ „Ir � _ .f o Ir_�•�" S t- `� ,�d , G J ( '+ b �u d r Ll tit n \y a a ^ .� •, l _ �I /I M/!�� ♦r° ,41 c, i d t 4r 1 / G /j1too t, PA � I, 0 .,T a o r , ,� w t ) � �,, 4' v�.._ �», LAS .1� •, 1-' ?; � l 4,1 _ J s/O ; ---- � g O; � � ►} __._.a� �--_.r- ,\ si P a � h 1 , 1 t �, 0 1 ;,00, .,, • I u ' r--- tro is �+ + `� � 'I h Ay - ... ---_ - 1 1 -_�� w� ,ww w w..w..�..ai�lrwww. INw wwlw wwww.ww.ww�.ww�.waw ■n 3 rw.wws.r� � •rl•••••r•r•••••• •••••••••rQ• ol��s «� •r•••r•r•••r r• •• • r• • rrrr• rrr••�i 1f�.6QYrr•• rr••••• r• • •• • •.} ••.•r•r•••rr•rw•••tlrw•••••••••••••ay••.�rl�•L�l�.t1_f_��,_ • �» u� sic• 1�� y \� /.4 iCe/fO v O'er r -poft/r! a' /rte Awmf IIMr�/t-�l'• �N .110 22 41O , - „*,w\," .. .,.... . ,. ._•-...rwt•..-..• .....,y.,�.,,r._--'--,oMekre'�arsYxte, �• r � f �r 1 i . , � -..�► ..mss-...--, �:..�.+-- - -__ _ _ ,... J I I 1 I I I � I IIS' • I I i �tlt � Iil tll � l� 111111 IIt t11 Iit f� � I � 1 111 t11 tit 111 111 11 ►� III 111 fif 111 1111T1t 111 1 I 111 1 1 t 1 1 1 111 `,, v,, ate„ K.ks "" +`1► � � 1 1 ' y. . t I t (!I t 1 � � I � I I I t I - _» .. -. - NOTE : IF THIS MICROFILMED =��-�-�------ 3 4 5 fi 8 9 1�0 I I 1 2 DRAWING IS LESS CLEAR THAN ` THIS NOT IQI-- 'IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — OElLs 92 9? bZ EZ ZZ IZ 0z 61 81 L I 91 G1 b I E I al I I 01 6 9 1 9 9 b E Z 1 Zeds" I . toll Ill IIlIll IIll IIIIll II111f11I11I1111It11 ,1,lll�llll�ttif�ltii1imllm m Am111111IItIdIIll Ill IIIIIll IIII1IIIIII IIill till III�Uil�lltlllllfflltt�lMI�IIII�IItI�Ili1�t111�llll�tilt�iil tt�II1111111�i111111N�llll� -.1--..�--- �_c Tv 1 A-O 1i�1J11�1u111�1�11u�llullu1,t11�II11N Al JULY 19 92 .._.......-. .«- . --+�.- .•,,.•.ww..":,i.,y,��d,l„A�.r..-. , '•�--w _- - - -•;,,•.•r.-.._ ..�'.�S,..-�..,t.�My♦.r.'v.tf...•-.,i.. ;,;�Ls.._ ..w.,,-_. �r.. _._.___. ,..n, -- ..- ` • t .. tc w _. ....-,► ..wnw.....w-r,. �:c.. -•....,,.}re.m..•.e+•,a:vtwfi..,R. _