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JLE� A NP 1 Ky-r"�• 1 rr 7/ O N w ~ W J m Z d Z w O w Er V O� Q 3 0 t�0 o w to Q pw m to L . REVISION 5 AY DATE ,eec ,el alwwl ys Ll w 4-77 j Record c�'i�win9s �reoz9red frc» �`ie%' st�,kin9 da►t� �r�d - f V AS i'fR Y��. ��N. r 11, as bc�i/t' ir�,�orir�at��.� /orO�idE+d by Cc')/7trc7cxO/ 2-�' ?7 C�C� B. JO! No. (NA-W�5?k S M E E T wt DATE • ,�A'� �q% � DESIGNED CHECKED �1fll� APPROVED ,Y -,AC: OF f SHTS. i - 14 u� 15 >~l/, Da sW �PRrNG wvoo care Vy �U. t \ \ Cl ` - p Q , � (:z tv 6' \ _j700 h1AZ EL 1'1/OOL'L OOF'� I :~ D COMMON O + 00 COT14n/I1l000 L �i F \ "� . low ��_ \ ` +, g. ._crl,�w�? Nod, -tet e' �" ON � `� I �..1,�— — - " a1• -m o ,.-�''.'--' � 6 '— r 6 TEF• �2 � 5 SF's, /Y�i WOGYJ r --+ ' _ 7_71 61 '- ' C 59 Ise 02 v "5 7- /44 0 f 0 0 L //VE I COMMON %nom OFF5E7- TOP FROM 9+/8.00 -/7.5 L T ro .18 5 LT S W SPR/NGWOOp DR 4 /sT 5" E 159 / EX / 9 /E /5956 (FX/ST 'G 5T'G5)(2) IE /59.72 /.91 ) R/" ELE-V - AD✓U.5r -C /7Q 34 N S A / TAR Y SEWER L /iV � '] ' nE� -- ______.... 2 75.3 L, r n /,c 1 = G -'_ GC, 4 = / O * 00 \ P1. A �I !1+93,91 18 n7 �, - - -- ---- - — __- IE /70,/8 . SW �,1 R%/4 . r 1/. 5Pi�.[� IP' NV W Oo0 O)el vE G Nf' r u ' vE i O 00 TO Py.A SE - -.._ 8 RT 5w SPRr/vGwcoo oP SCA L E : 1 " = 50 ' / E ! 92.42 R/�t4 ELEV /_98 7-9 JcC ;L),7 0 l9l PHASE= •� l _ V a 1'J c/W JOB No. 0910936 DATE: MARCH 19-15 S H E E T a ; OF 10 SHTS. DRAWN J B BAR DESIGNED JAR/(.FK CHECKEO CFK APPROVED C.FtC h (_,,N0N1 Tf-�UC TION NOTE,) I / I l e, D,'A 51� WEI? 1c11r'4 5t% ^LL BE CO0AICRL TE ( FX7•P�' S`r'c' ' rc' ' , / 1 S - V C /4 ) SEv `-R PIPE A4.Pr: - 101N?'5 2 ALL. !.,�'" ',?.'L S S//.�/.�_ 9L; G O/A. CO"/CRETE R/At 11/l'�r ,�' /1�/� C� 2`'0 5Lr^0E--. .3 ',A/ "S SHALL 3L /4.�'r?;�E /J O'" Tfr'E r,EPr'C4Z c•Or/C C41R9 .A7' k,AC11 5,1N' 5E.1,11Erf' LATERAL 4 ALL SAA/ �t L r' <ITf.P alt 15 T</A-r 4-E Ajo - c'L.1jC.Eq &,o rlpr�l. ! 9,r,1��1&KE0 W/�N A 2""xd".tom,' 9CJ�ik.D ei'l E!7 3 i 2' Ps+'/`/r'E. rpEO 5 WATERL.�nrLS moo! !7ES C�'EO 5' '7'OARC> L oCs!T'Cr/t `,c 'Al ''ERI r.vf g n ti'rJ r,,.A rc tC L 'n f 4A'7 2UF f �'� ^rC� 7 S� Ju_ '9E -ED Wr 7'p 7,,.,,f '7 AR0 I/1/A _t P 9I57AQ/,f•7- �r 5�'�'I / 9E 7hL RE7 0 �' S' SQL rT✓ pF 7HE CoA/7,re-1 CT"CiR 70 CGG r'01A1lATE �-?rS 00,FRATIOA1.5 P157'R'C7- TO A!i0/I> l�!TER_FERf n'cES, s' �r� n T.r^� v Gf1kD !��ATLF2 GG ALL r�A/�RO!iEME ��•S. (o C0/V577R&CT10'�! 5,LA.,, CO^',--J�1'N iU T�'E �Ol.l.O��li1M(: S7�n'�.[�tCri pE'TtL �/S C OniST Pv�'rrpn� /T,C A. f ^rrL f 'A100 r_? 2 5 n"7^1ks, r-)E7A�L. SzlnriT�+,pY SE'01dC_-? nien�r G/.fS Sr _ 9 5<1,A/'TAF2;� SEI^If A &EDQlNG ¢ f✓si��F/c:! .50 7 CO/Vr Topp Sf'�1LL /07 Ir. 7;_,E. C/TY 0r _-/G�'RO 46 r -'OURS r'RICR 'G SEWER CGN5'rkUC7-1C,,/ 8 ALL 5.nt1"7-,_1ky 5E IAIE,R COA.157"RCIC71pAr 5�'A/ 1 BE //V COAD ORAfANr- lib ' TH THE REQL'RE n�E nrTs Gc i �'E C. ^'rF';E 0 S"E wE R �` =•E ,, •- n, C. .. �n 5yL Y 0,1 MSArIn67-CA.i c"GUr'. N PHASE= PHASE= •� l 3 0 N I UY / 19 FliASE-1 r'yASE / --- - t .N / J70 II12j Lf Al i 5AN/TAR - -SLL IEE, L/NE 1 PR�OFILE 5. W. • 5P-_R/NG WOOF PA21 VE SCAL t_ : H- /"-,50',- V _ /"-/0, NOTE: IF THIS MICROFILMED DRAWING Is LESS CLEAR THAN THIS NOTICFrIT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 5 w COTMAIWOOD LANA SCALE : y- / Y&50' -V 1 "- to — IBD k 210 0 \ y ✓dam 0-00 � vow I � STM U � 19 110 Zoo -PROFILE SSW 115_ rgAVE1111E Sf:ALE µN-1"-50'-) V -/11=10f fi'C%` C�rRl7 L74AGv�/i!%C S f�4EF/'/s%PEO FRC7.C� F/F_�O 5 riQw/.L ":, L� s'TA ,�.E/1J yJ • E3U/G/ /iV�ORtil9T/idL' F/1 n, viL�lE'D Bf' ccu�rr�rgl� �'o.�, -3 77 ,r h I IIIIIIFIIIIIIIII�II��'Ir,�Ir�Y�'��II �i�llllr�r'( �II1 f C1�1 IIII(III�II�I11 �II+SII IIr�II�IIII�rlrlrir�IIrIIIr�IIr�rII�IIIIIII�rIIIrII�IIrIrII�IIrIItIIIfIIIIIIIIIrIrIIIrIII�Irlrlr ,.,...,� 2 3� 4 5 — 6 7 8 9 10 A I I 12 1 Cir 62 AZ L2 9Z SZ VZ Ce ZZ IZ OZ 61 81 LI 91 SI bl EI ZI 1 01 6 9 L 9 S b� E Z�243C I't■•� .•uI�ullrulll+Illurllrr�Ilmrlrullul�unlrul�llulnulnnlnulrr•rl��I��rIInnlllnlunluulnrll;nlurllluri►Nlllrllinalunin�lnlllrlrlll►rlrnrlrllllnulul�InnllrulnrrlurrlwlInlllulllllllullnnlnullwl��tlinuluulllu�w�lilrllnulrul�uulnll �. c)�uI� Z4 1ZIJ2 t V U z N� ' w W w W ; �I! L1 0 LL_ _.l I. C ij Li 0 .0 LLJ i LL U ~ cv ,p 0 t0 m ch w0 0, x U O a N 00ch O >C7o Z uj v a � U0 3 0 N Z a (, J ch O to a R f V I S 1 0 N S BY DATE _ a record D�aw.�ngs c/W JOB No. 0910936 DATE: MARCH 19-15 S H E E T a ; OF 10 SHTS. DRAWN J B BAR DESIGNED JAR/(.FK CHECKEO CFK APPROVED C.FtC .. 'A �4 ee t 1.�4 i. M1x +A YF M z �d 'w. k yYvrvY xr .r '>< t u r �I��ti�•, �'� ��Y .Nry�"P. ��YYY r , i r ' �v�"""➢iR ,v �..,ar' ` �,4��'1"t�'�Tz��-;ter' d J1 r a9 ! ol Ccr 0 a n U) ro�i 3 - CITY OF TIGARD, OREGON RESOLUTION NO. 83- D S A RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEM!?N'L'S CONSTRUCTED WITHIN E:NGLEWOOD II SUBDIVISION. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street ligh_s, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions ; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement which stirulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year . . "• WHEREAS, said Certification has now been received; and WHEREAS, the required performance bond has remained in full force and effect throughout the normally required maintenance period of one year; and NOW, THEREruRE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within ENGLFWOOD I1 SUBDIVISION, said subdivision being recorded in Book 25 on Page 30 in 'Vashington County, Oregon Plat Records. AND FURTHER,, the City Council herewith authorizes release of the aforesaid bond. PASSED: This t"2 day of , , 19_ y , by the Council of the City of Tigard, Oregon. ATTEST: "fix rips. c,/ L vl t-Y APPROVLD TO FORM: City Attorney (B7/dc-00295) SUMMARY ENGLEWOOD II 1. Agreement approved 2/4/75 Subdivision & Cash Bond Escrow Agreement to Council-.7/14/75 2.. "Bud" (Al.oha Contractor) requested using "pit-run" gravel, was told "no" only select in City R/W. 6/2/75 3. Sanitary mains passed required air test. 11/19/75 4. First lift of AC paving approved 12/3/75 5. Commonwealth requested letter verifying availability of sewer service from U.S..A. 11/25,'75 6. U.S.A. referred them to City 12/3/7:; 7. City letter verifying municipal sanitary system 12/5/'15 H. Final Punch list 1/4/76 9. Amendment to subdivision agreement 3/2/76 10. City letter re: sidewalk encroachment easements. 3/10/76 11. Commonwealth letter lincluding 1 copy of executed easement. 3/18/76 1.2. Council Accepts Sanitary Easement 4/12/76 Approves addendum to bond 4/26/76 13. Request for additional 3 foot easement for sidewalks 5/13/76 14. Request for final inspection 6/7/76 15. Memo not to accept until bike path/pedestrian path complete. 8/9/76 16. Request to inspect electrical installation 10/7 '76 17. Final inspection conducted & report of remaininct items to be completed. 1/17/77 18. Summary of inspection 1/22/77 19. commonwealth request for acceptance. 8/'./17 ,- 20. Final inspection report. 2/1;/77 . 1 . TV inspection report 11/30/79 22. Acceptance of public improvements - Resolution No. 77-78 9/26/77 23. City letter notifying of incompleted work. 10/9/81 r�. CIWOF TIFARD WASHINGTON COUNTY,OREGON Octobc!z- 9, 1981. Ernie Platt COMMON14EALTH PROPERTIES, INC. 3800 SW Cedar Hills Blvd. — Suite 225 Beaverton, OR 97005 Re: Englewood I b II Dear Sirs: In reviewing our files, we find that the maintenance period on the above referenced project should have ended on September 26, 1978 but we find that all the work has not been completed as yet. Please complete these items as soon as possible ro we can close out this project and not have to file on your maintenance bond. Tf you have any questions please contact tris office. Yours truly, R. L. Thompson Engineering Tech. I1 RLT:pjr — 12420 S W. MAIN '.0. BOX 23397 tIGARD, OREGON 97223 PH: 639-4171 — ovemher 30, 197,? • COITIO.'"MUMI PROPYRTIEs, I.,.,Tr,, 2525 S11 Third Portland, Oil Attn: 1--'rnie Platt 71e: rmlewooe "2 Dear Sir: is a co-)- of o,ir T ri- c in the above refareferencedpro ! crt oA'ich are !:n..'orlined will need to be repaired before Ctlff can reco mene. necc,. c' Cotinci.l. PtPnO Of the .-or': to our r'ity If you wish to view the video tapes of this project, ple.1se c t. ct this office for an appoint-nent, our rhono nut-her ir fours truly, I!obert Viompson Public Works InsPectnr RT P.1 P !:ncl. s� SEWER T.V. INSPECTION P-SPORT /� DA t l `� SECTION # 7 .- -� AS AU;%:' �- ty �,1,_.�.._ � NL�YHOLL'' # � to 11XJHOLE # G"lI or NZ-ftp. e -ti--e (Street) PIPE SIZE TOTAL LENGTH :f i C,;:ISTRUCTION J-,- _, EXISTING LIINE SPECIAL INSPECTION .^, RE-INSPECTlom CC`ID riI;iI OANHOLE T �� DEPTH �n CCNDITION P1rlItHOLE # 1p DEPTH R /� (�Irstre i-�) (Do:.mstream) Uy n0<< G E AB P. RE?AR:'tS :�.� r � r%t- '?t+'T10 f-�� L-l) � •r QCley�` .�� 4 / �t L4.) �t (Continued on back) 7'— LEG.-`iiD OF A23REVIATICINS! PROJECT IiiSPECTOP.: J m Joint, S = Service. PT - Protruding Tap MMS = M_:zaligned, IMP - Impd.,;able, G - qrada, R P_iq' t, L Left, B.D. s broken Pipe Fr-Y)T AGE AB R. REZ4ARYS PICTURE tr w w q SEWED. T.V. INSPECTION REPORT DAT �f�-- n / _ SECTION # As BUILTfN�g�L MANHOLE i# _� to MAAriOLE # __r- ON Or NEAR . , (Street) PIPE SIZE _ _ TOTAL LEi;GTH ,6 NEW CONSTRUCTION EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION CONDITION MA,�IHOLE # DEPTH /1 CONDITION MANHOLE # _ DEPTH Z r (Up�ssttream)� (Downstream) l it/�( e-c.rc7j 1 FOOTAGE "-BR. REMARKS P£CT►JPL - ^_ (Continued on hick) LEGEI10 OF ABBREVIATIONS: PROJECT INSPECTOR: \ G J = Joint, S = Service, PT = Protruding Tap MIS a Misaligned, IMP Impassable, G a Grade, R = Right, L = Left, A.P. m Broken Pipe w SEWER T.V. INSPECTION REPORT DATE �� r7 SECTION # 2 �j(�J AS BUILT -�^k r�-c�cro-��c �� MANHOLE # to WaliHOLE # r) ON or NEAR ��'1_tt�.�_ � (Street) PIPE SIZE � TOTAL LMIGTH NETA CONSTRUCTION r` , EXISTING LINE , SPECIAL INSPECTIOPJ P.E-Il`ISPECTIUN CONDITrON yANHOLE # DEPTH , �y a _ CONDITION M TH01',B # DEPTH d �� (Upstream) (Downstream) -- ,y111JreM'��M54.—.. FOOT:;OE A_9?. REMARKS vlrmr1a� )F v l L?",s- i i - Continued on sack) LECE`t7 OF ABBP.EVIATIONS: PROJECT INSPECTOR: J - Joint, S - Service, PT Protruding Tap MIS = Misaligned, IMP - Impassable, G - Grade, R - Right, L Left, B.p. = Rroken Pipe SEWER T.V. INSPECTION REPORT P"n 7 2 SECTION # u/ AS BU I LT 'E:7.1 rty QQ.Q � _ MANHOLE # C__ to MANHOLE # _ CN or NF_,*AR X10-4t.�_� ��,1-c+n (Street) PIPE SIZE c TOTAL LwTGTH ,53(f).Q W,W CONSTRUCTION EXISTI.NG LINE , SPECIAL INSPECTION , RE-INSPECTION CONDITIri.1 MWTHOL.^ # �- DEPTH !1 CONDITION MANHOLE # ^� DEPTH (Upstream) (Downstream) woo FOOTAGE AB:?. REMARYS PICTL'P.E 7 - 1 7, y S ik y ` 36, 1 -S ?, i 5 1,-_ (Continusd on back) LEGElir)in ') -A3BPP/IATIO`1S; PROJECT ItiSPECTOP.: `f J - JOint, S = Service, PT - Protruding Tap MIS = Misaligned, IMP Impassable, G = Grade, R = Right, L Left, B.P. Broken Pipe ^� SEWER T.V. INSPECTION REPORT / )� DATE l " /y SECTION # /✓LIJ AS BUILT _ lamOc{ - M.ANTHOU # to MANHOLE # ON or NEAR ��_�(Street) PIPE SIZE �_ TOTAL I,ENGTI;��3 NZW CONSTRUCTION ✓, EXISTING LINE , SPECIAL INSPECTION , AE-INSPECTION r it CONDITI ON MANHO',E # DEPTH CONDITION MANPOIZ" # DEPTH (Upstream) (Downstre I -- --"'-+•,"'"''""� --""'�' ,A,y.. +., ,sr,rrw,r+ cwM,1,/s,�xtMMr-r�a+e-t-l-w-nw�wr,4rry rwwn�, .� � ✓��,/T ,.,.. KAs4 .www.r,y�r„�• � � / �f(/ j9 r, �;es i49sn�r.h...,rt,,,r � �_��..._ J .. ..rr,rYNNwt"•"wNiI��IMe ---_._••. .yM,,.as,aal.-f`awN4:Erf'�p1 ,�ytliM{M1/„� FOOTAGE ABR. PE_ APKS _ PICTURE # L (Continued on back) LEGF,l;o OF ABBRE-ITATIONS: PP.OJECT INSPECTOR: (�' ��} ' _ J = Joint, S = Service, PT Protruding Tap v MIS - Misaligned, IMP = Impassable, G = Grady, R = P.ight, L = Left, H.P. = Broken Pipe SEWER T.V. INSPECTION REPORT DATc. SECTION # AS BUILT � � g �- MA;TIiOLE # __ to MANHOLE # ON or NE-X-4 C L- (Street) PIPE SIZE �� / ---------. TOTAL LENGTH - Urw cmiSTnUCTIOZI t/ EXISTING LTNE , SPFCIA.L INSPECTION , RE-INSPECTION CO:IDIi'r,'I MANHOLE � DF?TH 7 ' 7 CONDITION MANHOLI; # DEPTH (Upstream-1) (Downstreazr) --- AGE -- PICTUPE61 # i -- ( (rant inU.-id -On back) L.EGEN1D Oc AB3RD TATIONS: PROJEr i INSPECTO' J = Jo frit, S = Service PT a• v a • = Pro,_ru,.Lnq Tap MIS biisaligrlad, I24p = Impassable, G = Grade, R = Right, L = Left, B.P. = Broken Pipe i v /q SEWER T.V. INSPECTION REPORT DATE ��"- ( l `/77(, SECTION # AS FSTJTLT t �[c --• MANHOLE # _ to MANHOLE # J_ ON or NEAR (Street) PIPE SIZE d� TOTAL LENG 9, Q NcW CCNSTRUCTION ' EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION CONDITI`D:v h1ANhuLE DEPTH � %�� CGNDITION MANHOLE # � DEPTH �7�J (Upstr.,am) (Do Jnstream) FOOTAAGGE` ABP.. REMAPKS �. � h / (Continued on back) LEC7,E71i.) Of ABBP.EVTATIO'd5: _ --- PROJECT I14SPECTOR: J = Joint, S = Service, PT = Protruling Tap V MI3 = hliaaligned, I: P = Impassabl9, G = Grade, R = P.ight, I. = Lc.ft, B.p. = Broken Pipe SEWER T.V. INSPECTION REPORT DATE 7Z _7 SECTION AS BUILT ��,1 t�-+a d �✓ � Mp ,HOLE # to %11MOLE # ON or NEAR _ -� �� (Street) PIPE SIZE TOTAL LEN .'IHZW 2JEtq CONSTROCTIOtJ _yL; EXISTING LINE , SPECIAL INSPECTION -�, RE-INSPECTION CONDIT=N MrLvciOLE # � DEPTH s I l/ l p� [i CONDITION MANHOLE # �= DEPTH O A) (Upstream) (Downstream) FOOOTnAGE/ ABR. RE'LlAR4S PT_CTO?E Continued on hack) LEGEND OF ABBREVIATIONS: PROJECT INSPECTOR: --y J . Joint, S • Bervice, PT ' Protruding Tap MSS ' M.isaligned, IMP • IMpassable, 0 a Grade, R = piglit, L Left, B.P. Broken Pipe W AWN lwxj� SEWER T.V. INSPECTION REPORT DATE // / - 7 �7 /1 SECTION AS BUILT MANHOLE # L. to MANHOLE # ON or te ��`��_(Street) PIPE SIZE o TOTAT *m,-,TH g.�'2Q u7m CO:JST_numo,,i c/, EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION CJr;DLTS-J N `rFiOL.E # L.— DEPTHCONDITION MANHOLE DEPTH 10�/ (upstream) (Downstream) mt �- D F007.11GZ: A3R. REY.aPKS -v- -�` --� (Continued on bac' ) _.-'F;;D Or ABBREVIATIONS: PROJi 'T INSPECTOR: _ Joint, S - Service, PT Protruding Tap V i MIS - Misaligned, IMP - Impassable, G - Grade, P = Right, L = LeEt, B.P. Broken Pipe SEWER. T.V. TNSPECTION REPORT SECTION # AS BUILT (J«�es .�_L- _ MANHOLE # M to MANHOLE # L ON or NEAR ��r�s,�^-��►' � � (Street) PIPE SIZE 0 TOTAL, LEVGTH NE:4 CONSTRUCTION EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION CONDITIJN MAINHOLr`. # /Yl DEPTH CONDITION MANHOLE IN L DEP Ml - (Upstream) (Downstream) _- cr-'x)TAGE ABR. FE;tAPY.i _ PICTURE # s- , S - s - (Continued on back) OF ABBREVIATIONS• PROJECT INSPECTOR: J - Joint, S - Service, PT = Protruding Tap MI., Misaligned, IMP = Impassable, G = Grade R - Right, L Left, B.P. = Lsoken Pipe SEWER T.V. INSPECTION REPORT DATL� SECTION # � C{J A3 BUILT _LI_ M "MOLE # - to MA:7HOLE # /L1 O. or NEAR 1 I-Aj a o CQ `14- (Street) PIPE SIZE _-LLTOTAL LENGTH NEW CONSTRUCTION !/ EXISTING LINE , SPECIAL INSPECTION RE--INSPECTION � lot LG^1DITY^•N :tA.NHOLE # S DEPTH CONDITION MANHOLE # /1/1 DEPTH 7 (Upstrean) (Downstream) FOOTAGE ABR. REt,IA:".E PICTURE # S SFT r - .fit I t2 (Continued on back) -- I.EGrIM OF' ABBREVIATIONS: l -- - PROJECT tiISPFCTOR: J = Joint, S = Service, P-r = Protniling Tap MIS - Misalig,:ed, T14P = Impassable, G = Grade, R Right, L = Left, B.P. . Broken Pipe SEWER T.V. INSPECTION REPORT DATE �I `/ SECTION # AS BUILT - /e �(�'G``1 `�- MANIHOLE # �+ to MANHOLE # 4_ / ON or NZA-R _ fiw`z�`�' C� �y� (Street) PIPE SIZE a TOTAL LENGTH NEW CONSTRUCTION L," EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION COrrDITION 6'ANHOLE # DEPTE ? CONDITION MANHOLE # Al DEPTH (Upstream) (Downstream) FOOTA(SiF. ABP.. P.E.MARYS _ PICTUPE # 9 -*cG�,�-�- S-•, -7 � 5 �-_ (Continued on hack) i. GE:JD OF PB9REVIATIOtI3: PROJECT INSPECTOR: GAA---.t - Y4� tZ,—_ J - Joint, S = Service, PT = Protruding Tap MIS - Misaligned, 114P - Impassable_, G = Grade, R = Right, L = Left, B.P. = Broken Pipe i SEWER T.V. INSPECTION REPORT _ 9 DA-1, 7 SECTION # AS BUILT vt tt J� � ! M-WFOLE # O to MANHOLE # G/ ^ ON or NF-AR (Street) PIPE SIZE d�r TOTAL LENGTH"t-2, 3 NEW CCN;T?.CCTION v", EXISTING LINE SPECIAL INSPECTION � ' . RE-INSPECTION CON'JITIJCI MANHOLE # G DEP'T'H � r _ CONDITION MANHOLE # DEPTH 7 (Upstream) / (Downstream) FOnT?GE ABR. R-P'4A -<.S _ PTCTrJRE # r - -- (Continuc-d on ba,k) L7GUNT) OF ABBP01TATIONS: PPOJEC"T INSPECTOR: J = Joint, S a Service, PT = Protruding Tap MIS - Misaligned, IMP - Impassable, G = Gradp r -. R = Right, L = Left, P.P. = 9rvken Piga .y WWRMEM �.+ww...r........,..?w,..,..w..�...wlN.owwr. ...„..r.r...w wnn..•,..ra..._n•..W. _- .rr.wls«.a+...r...riw..r..�11w.w..ww..'M..a+aAa..N..w.....nn+.w �.i..Y q. SEWER T.V. INSPECTION REPORT" DATE SECTION # AS BUILT S%L Lc.0-66L_ MANHOLE # = to MANHOLE # ONor NlZr1R (Street) PIPE SIZE a TOTAL LE24-G:H � O NT-d COITST?UC.TION v//EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION CONDITION MANHOLE # ( DEPTH lD / 1 CONDITION MANHOLE # C) DEPTH (Upstream) (Downstream) FOOTAGE r13r2. REdAPKS PICTURE # Continued on hack) LEG7_tD OF ABBREVIATIONS: PROJECT INSPECTOR,/ In F J = Joint, S = Service, PT = Protruding Tap MIS Mtisaligned, IMP = Impassable, G = Grade, R = Right. left, B.P. Broken Pipe t SEWER T.V. INSPECTION R-PCRT SECTION AS BUILT .�� MANHOLE # _� to Me-NHO LE # 0 ON or NWA..Q u 41 (Street) PIPE SIZE TOTAL LFNGTH;?.,. 7.J NF:.J C0.ISTRUCTION /, EXISTING LINE , SPECIAL INSPECTION , RE-INSPECTION i t CONDITION ML # DEPTH T CONDITION MANHOLE n r� DEPTH (rip Stresm) (Downstream) FC�'TAGE� AP.?. ---- REMAIRKS PICTURE # 711711 ,)_32,6-- ;S - -- ----�- - -----�___- __ _�_ (Continued on back) _ LEGEND OF ABAREV2ATIONS: PROJECT Ii1SPECTOR: J - Join,:, S - Service, PT = Protruding Tap MIS - Misaligned, IMP = Impassable, G = Grade, R U.ight, L = Left, B.P. = Broken Pipe Ii SEWER T.V. INSPECTION REPORT + carE SECTION # til / AS BUILT ^i �,G�o i,�_ MA'.1TF0LE # �_ to r-WHOLE # � n ON or `N .�\R ry �] (,{,� 1�¢ �,�,,�� (Street) PIPE SIZE TOTAL LENGTH L'23, 1 NEW 00:13TRUCTIOCN _� , EXISTING LINE: , SPECIAL INSPECTION , RE-INS?EC'PLON COCIUITI::d �t<�NIiOLE # _ DTrP'PH - l5- CONDITION MANHOLE # P DEPTH (Upstream) (Downstream) — . I FCrITAGL ABR. :- P�':trl�r;S PI=,PE # 0-72 (Continued Or hack) r LEr�"n[D OF ABBREVIATIONS: -- — PROTECT Itd3PECTOR: � - - J = Joint, S = Service, PT = Protruding Tap MIS = Misaligned, IMP = Impas3able, G = Grade, R Right, L = Left, B.P. = 3roken Pipe P SEWER T.V. INSPECTION RLPORT SECTION # '�,�;* AS BUILT _ /� �� Z7 MANHOLE # D to NLumor.B # ON or NEAR <Y��L� Cl � (Street) PIPE SIZE TOTAL LEIIGTH N7E'A CONSTRUCTION EXISTING LINE , SPECI?J. INSPECTION , RE-INSPECTION! CONDITION MANHOLE DEPTH _ CONDITION MANHOLE �' -�_ DEPTH (Upstream) (Downstream) .�_'/ ..•J'iM.wIiy.,°'V•4n..lu"Na.'a r+n.:,r♦,dA•.'l Mw., Fr )-AGE ABF. REMAMS PICIMPE 'Continued on back) Lzrmrm OF ABAPEVIATIONS: PROJECT INSPECTOR: J - Joint, S = Service, PT = Protru..ing Tap MI3 - Misaligned, L*1P - L�passable, G - Grade, R - Right, Le Pt, B.P. = Broken Pipe SEWER T.V. INSPECTION REPORT DATE �L' � � SECTION 4 AS DULL: �L MANHOLE # to MANHOLE # L� ON or NEAR z ,1A� Street) PIPE SIZE �_ TOTAL LFiIGTAo�/S� NEW CONSTRUCTION _�� EXISTING LIPTE SPECIAL INSPECTION RE-INSPECTION / Ir l9 I `l CONDITI �N rAN'dOLE # - DEPTH CONDITION MANHOLE # D DEPT? N''pstrean) (Downstream) PICTURE # yo (Conti.nued on hack) LEG--VD OF ABBREVTATIONS: PROJECT INSPECTOR: Yr J = Joint, 5 = Service, PT = Protruding Tao MIS - "Misaligned, IM: - Impassable, G = Grade, R = Right, L = Left, B.P. = Broken Pipe n. CITY OF TIGARD, OREGON RESOLUTION No. 77- 78 i RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN ENGLEWOOD II (LOTS #1- 67 ) SUBDIVISION, SUBJECT TO HEREIN SPECIFIED CONDITIONS WHEREAS, the City of Ti;;ard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and ether public facilities for the development of subdivision; and WHEREAS, Lire City has required the payment of fees and the execution of. a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of. Public Works that all. requirements have been met and a One Year Maintenance Bond, the City Council chfees 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, subject to correction of hereinbelow listed deficiencies; and WHEREAS, the subdivider has indicated a desire to retain the subdivision performance bond in full force and effect througliont the aforesaid maintenance period, in lieu of submitting a separate maintenance bond, NOW, 'THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon hereby accepts the public improvements constructed within Englewood Subdivision, except for public improvement within the greenway area, ;;aid subdivision being recorded in Book 35 on Page 30 in Washington County, Oregon, Plat Records, subject to: I. Completion of the P require) "program for development of open space" (i.e. greenway area) and correction of deficiencies therein, by December 31, 1977; specifically acceptable comivl.etion and/or correction of the following; a) Replacement of all dead or dying trees as per the wpproved landscape plan. b) Cleaning and clearing of all creek channels to remove debris, to eliminate ponding and to cause the creek to align with and flow through the emplaced culverts. T',ose culverts which are placed .in such a manner as to not accept creek flows shall be relocated and emplaced to align with the creek bed. c) In accordance. with Condition 9 of the Ordinance gratnt :ng zoning Approval, all sidewalks and pedestrian/bikeways within the project shall be reconstructed at their juncture with streets to facilitate the mavemcnt of bicycles and Whec•lchair.s by Providfrtr,. ,1 smooth transit.lon at the curb. w 4 I d) All pathways shall be cleared of mud and debris. e) Removal of all trashpiles and debris throughout the greenway. f) Mowing or otherwise cutting the native grasses so that at the time of City acceptance, the greenway does not require construction work, but rattier continued maintenance only. 2. Continuation of the subdivision performance bond. PASSED: This 26th day of September , 1977, by the Council of the City of Tigard. i Mayor - City of Tigard ATTEST: City Recorder - (Cf y of Tigard t, r RESOLUTION No, 77- 78 1 i� Avoid Verbal Messages A.-1 CITY OF TIGARD 1 To: Y 1� �� From : �e)L V i vac �c 'Subject-: ILI A\) e • Date:_ -�J aj c,--%,, LA-1)etd CJ,=11CY!cc r Ice 71:1_ y q �� p I i.�.t vt .�1� llJu.t 4a-1 s s C"" CJ-1 V /ID i / 9 - - 77 Y C /- �/�'►'1 "� ! /`/ a/✓7 q �6t r v� G��rr n L/S � �Z�'�`/Cj c h o/%/ �od6 K� k !A August 1 1977 Commonwealth Properties,Inc. g e P.O.Box 1420 Portland,Oregon 97207 (503) 243-1591 Mr. John Hagman, City Engineer C?TY OF TIGARD City Hall 12420 S.W. Main Street Tigard, OR 97223 Re: Englewood II Dear John: Ail public improvements within the above subdivision have been completed in accordance with the approved plans and specifications and your letter of January 17, 1977. Therefore, it is requested that the city council accept these improvements, including those covered by the addendum to said agreement subject to the one-year maintenance period. The Cash Bond Escrow Agreement, in the amount of $271,910.00, shall remain in effect through the duration of the maintenance period. Very tru.Ly yours, COMMU EALTH PROPERTIES, INC. i Err,,st E. P.1att Vice cw Amtac Plaza, 2525 S.W. 3rd Avenue, Portland, Oregon 97201 dwuh��l� Qqp ni qi t fac MUH 1 C„AGE E r� I� CITY OF TIGARD, ORE . ENGINEERING DIVISION , P W. CREPT. PROJECT INSPECTION SUMMARY J 0 B NO. PROJECT TITLE: �I,��fw[ e�l DATE:- PROGRESS :PROGRESS T O DATE : ��y<<• _,�iQ�—P�. ��.-,,,�, �,:,, ,_µ SPECIAL. PROBLEMS: EST. % PROJECT/ ITEM COMPLETION:��'�� INSPECTOR__.._- OF i? hDc) TCOR �,tye-wco� ILS z Sup-aDzVr 5sots/ �Zee) 1977 1671, day- 198 days follow .5 THURSDAY 16 JUNE ----------------J /n�'� . �'7 f /�L✓�'t1''l Lig f,�C 'D ti e- 4 k d 1� J� c cr'� f �. /� � ,, /1M .Sc� I7m�Y •c /A/ E t � 1777 168th day • 197 days follow JUNE y FRIDAY Feast of the Sacred Heart / JL\d1rf.SyMal�F�ir��lJ- 1 ch J �� 1//- 6,....t�`o....S..-c�'=�•k Nit/�, . "rot ,,,•...., , .. .NL f�- /, '•,G�:.�-t�'. /lI 6- f:'NM t �. 4a:i Z. . l /L' /dirt Gr-n f��. C/Kq�P//+ r"s, 7i, ��.7�✓c/n. /S . e,f j.C,�rs,ara;� „� ek,. I' e 1F- 1Z "`'y.f.Zt c�,_..c../ /�_Z F // i \ /0��c -+�. /��/'�}rdIn4 va�� / 1ctc.. `2r.+: .: f a�C .� �+ "7.'' C f�Z .7'tt'rl^ 4. �� .� C/[c-sJ .c.ren ��*4, •� . ` �G t� -C[`�� •c/-�... ..V ic�1..-ysb,-K.l� ��CZ, c�.,,a�K�r r-� . rte f'r�4-r� s'Y� �s....�'� ��1• .A .++ 7 �M, Sc t M/Y�.y' f I:(-A /U. �L•�( /'/�'N L>t`':1e.. .,i 1 ' (,IF'tild4rIIs pets() ,tIL. rte, r'M 111.:r-s h"A 2" l c S f C C", ,C C"�C �`•/..14•Ct o�.•s W/Z,/ / v t'.- `4ell Z'ywts-MCS _4oVa c►r.� ��'c'a/{i L. �CL�C�� '^1'�c t c`f'�•C... t►-,-./ .-�.L t!'�-Sf. �G,�, z/'�F/ tsu a, .�(cZ•�L�" .-t-„Jt'-K.�l .�.-r� . h`' i 'I February 17, 1977 M Ernie Platt, V.P. Cou.monwealth Properties, Inc. X800 S.W. Cedar Hills Blvd. , Suite 225 Beaverton, Oregon 97005 Ij PI: Ena2ewood Phase III 115th. venue Improvement Final Inspection Lear Ernie: As per your request, a final inspection was conlucted of the public improvements in the abcve referenced projects. The following lis , is a summation of items that remain to be cc,mpleted and/or corrected prior to final acceptance of the public improvements: ✓�. Erainage of building roof drains to be provided on i lots located below street elevation. �. Tocate sanitar7 sewer TrM "C" (Sta. 0 + 00, Line 4) and raise above ground and weter elevation. 4 . In ,all na lbox clusters as per arp:•c-�ed ccr: -c.-uction plan. 5. Install 6rive�-ray aprons and blend existing driveways to watch cn S.W. 115th. avenue (as per apprcvPd im- prcvement pian) . E . ':,-:intenance of Greenway System to re::,ain develc,pp�cer' s c sponsibility (i.e. , grass mowing, playground e0ui .'F::1t, A-C. paths , etc. ) throughout the c:urption of the rrintensrce bond period. 7. All s"dewalti:s and street trees tc t,e instewled by June 2S , 1579. ~. A maintenance bond in the amount of 11"K,956.UC be submitted to the City prior to final project Hcceptence . Upon ccn letion and/or correction of the ebcve listed items, recer:'--enciation will be made to the City Council accepting the i City of Tigard INSPECTION REQUEST for INSPECTION TIME: ., - PERMIT NO. DAT,r, - /11 ��.DATE ISSUED :_ / / OWNERS NAME : ;A I," ADDRESS: _ CONTRACTOR : ..JiGCHL _- , �ti jc- j4. <'A TEST : Air 0, Water❑ , Visual 0/, Laboratory p RESULT: Approved , Disapproved C , Pending Ll SKETCH: j=j' /� ;rTl�c'/ff� �; ► GalrQ��S INSPECTOR DATE CGtE Attach supplemental rest data beretol IT111,1111111fill'I fill 111111 1111 11111 1 11 1 no n a in isO �o,rn�f b n 4 i.. IA 6 ? IC M N h 97 A> U O Q a t, 71 FTP d q 8o o O Y a r. 0 O 7 M N O Kr It of N 0 s O T ( I a u u 0 0 t C J O) OR h V d 0 0 rD h ~ r d c d f o T IL 0 0 a rc � a o O O x � f of) L � D 0 = Q o W c _ q tlO �' /• J 611111 11 I I'�I I I_II, I , I � IiI � I it I i l i l i a ; � cr O W 39 J O OD �+ w w mh-� O m o Z W � a �) O aLLI ' ►` t 1 0 �� 0 Z c o < OLf '� o O c~n N O N W M `_ c�� L N 3: Y_ C 1 O O z \ WCL ` `1. o W `1 W U V W N V Q W v O O r If +` 2 H d z z U W U) r r W PRCCEDURE FOR CONDUCTING ACCEPVfNCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe witt, water. 2. Plug all pipe outlet; with suitable test plugs , Brace each plug securely. 3. If the pipe to be cest:cd is submerged in ground watei, iueer't a pipe prohi by t.oring or jetting, irate the backfill material aijac.�:nt tc the center 'if the pipe, and deterndne th., pressure in the probe when ni,. passes slowl' through it. This is the bijt-k pressure due to ground vnitei. submergence Ovf�r the end of the probe. All gauge pressures in the test should be �_ncreasel by this amount. 4. AV air slowly tr_ the portion of the pipe installation under test until the utlternul air prejsure is raised to 4.0 psig. 5. ',neck exposed ripe an,l plugs for abnormal leakage by coating wit-ii a so :p solution.. If any fail.ures arc abserved, bleed off air anti make necessz.ry repairs, 6. After an internal pressure of 4.0 psig Is obtained, allow at least two minutt. r f:.r- at.r temperature to st:al.ilize, adding only tt,e amount of air rc juir.2d to mai.ni.ein pressure. 7. After the two minute period, disconnect air supply. 8, When pres.iure decreases to 3.5 psig, start stopwatch. determine the time in sticonds 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 sheat. 9. List siz i and l.engt.h n1 all portions of pipe unc'cr `est in to one sh,mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use srr._.ss r-' aril L. r::'.:? I'. and entr these_ values in the tatle on re,.rerse side of sheet. 11. Add all val.ue�; of K and all values of fc i:pe under test. 1.2. If the total of all C v•-ilues is less that t.L.G, enter the 01-al c,. . �l K valttev into the sface for "Tir^r. Required ir. Srrot,di, " 13. If the total of all C values is treater than one, divide t.hto K values, by the total of :ill C values, to gat tq. To makc this i `h the nomogrrcph, use scalee C and K, and read t4, i Y r nnf p O V ja sl n v O � O ° O V w; O TT r T c Y O O O r o O 'n _ u, O C 0 O O O O a N Y. M N O z O C O q J 1 NO N to �. O n _ d ° a o d o a cia CD 0 a 0 0 � z Y J � F— u m O Q o O WP O .Q � �1�1�II�JIIIIlILIWII(IWl�lllllllll�llllllll �Ihll�lilrlll,ll�ll,lll�' Irl�l I I I III I � I � � L jr r3 v O J 4 Qr N \ ti cn ` J W <> v Q D (/J 2' W Z I p w 0 U C,•) O 7 H f O w H O rn N M W r 4 Y Z N p a z w w R d O _J w C) CL U ' (n H V' (r U N z w ( i ha Q cn z 2 cn v F r r PRCCEDURE FOR C0NFJJCTINr, ACCEPTAUCE 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 wat:et, ineert a pipe Proi'' by Loring or jetting, into the backfill material aijacent tc the center if the pipe, and determine the pressure in the probe when 01, passes slowl, through it. This is the bark pressure due to ground w.iteisubmetgcnce -"v,°1 the end of the probe. All gauge pressures in the test should be increasel by this amount. 4. Ad,l air slowly to the portion of the pipe installation under test until the internal air prejsure is raised to 4.0 prig. 5. ",heti, exposed pipe and plugs fcr abnormal leakage by coating with a so-ip solution. If any failures aro abserved, bleed off air and make necessary t:epairs,. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minuti_ fcr air temperature to staLilize,, adding only ttie arrount. of --it r.cquired 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 ill seconds that is required for the internal air preesut;, io reach 1.._5 psig. T..is time interval should then be compared with the tLme required in secunda as compui:ed on reverse side of sheet. 9. List size and length of all portions of pipe unc'er test in tc'--I, tc one shatgn on teverse side of sheet, 10. By use of nomograph, compute K and C. Use r,c:. es c, aril L, r sl 1'. rand enter these values in the table on re verse side of sliect. 11. Add all values of K, and all values of C fc-, ,):lie under twat. 12. If the total of all C values is less that, (tcG, enter the ..ata! c., 1 K values into the space for "'Piinr; Required ir, 13. I£ the total of all C values is greatet than one, divide the to 7 : K values, by the total of all C values, to g,it t'q. Tc makf this i• the nomograph, use scale: C and K, and read ty; M O O Op V) Oc, O O Mry� O O O 46 O N N h 1U L — O O v ,t r� O r rUj I p� Jill'11 Y O O S 8 ? O O O O p 0 a C N Y• O 2 O IIIIIIII IIII RJR M! I� T�'� I; I' r O _, r^ r ci _ O O O Cj O O O o d c (C z (D O oI O : >< Z � s O O O •( H O �� N N h O .Q J �IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIhhWillhhllld,l�hl11111[II1I�IIIIIIIII I I I I I I VIII I I I I I I I I I I Y cr J AjQ u W 'T7 ` I . Ir b Q O ( ` �- j ► W Q U 0 N r � O u O LLI W U O Q ] w N z o a a o '� 0 o W U Q U� F- O 31 q,- N N W X (73 _ p W W(' a- a W 4I U cr W W W W Q N t/f L T i U 0 f- Z Z Q 2 Z O J O a n fn b I � r PRCCEDURE FOR CONCUCTIP?» r1C:;CPT.':?CET GT 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through ti,e pipe with water. 2. Plug all pipe outlets witi, suitable test plugs , Brace Pach plug securely. 3. If the pipe to be tested is submerged in ground wage►., t.uFe"ct pipe prohi by Lori..g or jetting, Int,; the backfill material aijac«!nt tc the center )f the pipe, and determine tha pressure in the probe when ai, passes slowl, t.hr,�ugh it. This is the back pressure due to ground wrntei submetgEnce ov,!i the end of the probe. All gauge pressures in the test should be increase) by this amount. 4. Add sir slowly to the portion of the pipe installation under test until the oit:ernal air pressure is raised to 4.0 psig. 5. ",necl, exposed pipe and Plugs for abnormal 4akage by coating with a so 1p solution. If any failures arc observed, bleed off air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute, f..r air temperature to :stabilize,. adding only the amount of air required to maintain pressure„ After the two minute period, discenuect air supply. 8. When pressure decreases to 3.5 psig, start stopwat„h. Determine the ti-►e in seconds that is required for the internal air pressure to reach ... `_i psig. T ,is time interval should then be compared with the time required in seconds as compu:.ed on rever.sc side of sheet. 9. List size and length of all pniti=:ns of pipe under test in. ta!�l to one sh-mm on reverse side of sheet, 10. By use of nomograph, compute V and C. Use sr,.'.es r_ aai L, r ::. 1 i'. rod enter these valuer, in the table on reverse side of s;►eet. 11. Add all values of K and all values of C fc is lie ►,i.±der tag L. 1.2. If the total of all C values is less t.hau (L.,%, enter the :nt81 r., I K valU"s into the space for "Titr(r Requi•:ed in 'Ecr.►+da, " 13. If the total of all C values is greater than one, divid th , to`_,- . '; K values, by the total of. all C values, to g,tt ta. Tc maks. this the nomograph, use scale: C and K, Fnd read ty, I Ilk J r /GARO FVAN0 zFL CAL. 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M fgRYllll*t.b'^VINCMiM�pIM ,.y� t ~ (tj 1 II III IIII1111111111FI1�EtIl�t�{IItllltllllr1111(I11��tll { 1'(111�1111t1 llllll) (1111IIIIIIIillllll111t{IIIIIII)11111III1111111I111111111111111{i111rI111,IIIIII1111i1111111111 - NOTE: IF THIS MICROFILMED ( 1---`2 3 4 5 6 7 �9 9 IID I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE;--IT 15 DUE TO THF QUALITY OF THE ORIGINAL 1 DRAW I NG. __..._......_._ _ OE 62 6Z L2 92 SZ ?PZ EZ 22 12 Oz 61 131 11 91 5I t,I c 1 21 11 01 6I 9 1. 9 r.��rr to c Z I"■L"' ,1!IIlIIIIIIIIIIIIIIIIIIIIIIII1111111III IIldillIl1111{I 1101111111111111111loll III 1111111111Ul111111111{I111111111unIIIIInullllIIwill IIIInnif�tIIIIIIII IIII1Itlif lilt IIII lilt Illltlll{111111N1{111ih�111t 11t1{unluulnullul{III111WIHtftiilllmililIl6IUII{111II1I11llwhill r � 0 A14 80 Z-//VE '4 2--O0 Jo 4-- 5w p IE 181, 41 RIA4 EL EV 188 73 0 SW HZZkVO 2 oo c' \ / I /� �;� )`3 ra�a: -9/ /C 6*50. 00 5 R7* 5W H.71 14/U L.oop IE 190 R9- I L7 A71Af /93 6p z 12 at C'4 �o 0 CN fn %s" Ld 0 o. cr u 0 0, z 0 z 0 Z < CC 4-9 6 Vu 0 Ln Ln z 0+00 HAZEL WOOD X 57 -00P 'C' �: I I / ✓� / " 114-612.61 &PRIA16VV00t�1 ORo 50 0, 0 Ln a_ 15 ro 55 j 54 t 15 ----------------- 74- LLJ 3 j 17 L9 1> "Y EX13T A," o,-oo Z ,,,,VE 2 , w 1 11 z q / --- 0+0 01/ LL 3 1,E 162 45 A EIV WOOL) c r 4 L 4.0. ,r,03 or, a') 464 HAZELWO130 CP L COF 2 4 T --tr L- i w U, I A4-1C. b+34 /-/,A/,-- 00 LIAI.E 3 10 Ai\A 0 00 CLENVVOOO C 7- ILIz6 3 9 L WE '5 w RIA4 AE7/-E V - 7-0 6,f /,r-o //v -y 9 ML 4 04 HAZELWO00 z 00P 38 00 - 18'L T 5 W G L E,V WOO,9 G% W \cam2� E195 G3 U) I C14 i z N < Co 7 2' 0 RIM ELEV 20138 �H 50 51 < rr LIJ -9 2 R. EL,E--V To 9f- L NE '3 r > CL 0 G) A-0 INE 5E WEP L /A/f- ' ,5 2 3 , orcx4 ' b P4L AN 5 A N-1 TA P y 5,E-WER LINE 5J:) ! 2 R I?A� EL 4E V. To BE r>6 rf RA4.,,&/F_o ki I-tEz.�o ?4-A-N HAZEL W000 L Onx:> - O � w z SCAi-F- 5* W GL& ENW000 cr < 2 1315 6 7 SCALE I"= .50' NA---4 r) ,7-3 'T 0 > 1 �-:- 0 L1 K4 E. J WI < UJ 2 Ki" I ww w ( I FET 0 5' 4"ao) 6";0a, 0J� E,(-� T, 0 ! 0 'Tg;L) kp. z i 0 z -E7C-S L� ) UJ 1 u z i Y. N < 0 <j o E (J C) QL u C) z 210 Ci 71,AIAL <::Kaumv� OR1604AL CgOdIVO or 210 c210 iff,0,11 5 leA,49) cn N-� 200 Lu L4 z N 14 0 0 1 is 200 14 — O - 1 �2 < 04 0. 0 + + \ B F 190 0 0 90 CF7 2 L. 0 9�� 209.4?.4 9 Cl-;" ri! jf?L Z:3Jq /80 W C, co 00 0 x u lei uj o L) 710 < ra (D _4 INE '5 ' L 910 C7.QIGIIVAL GqoV/Vo V TA R Y SEfI1,14"L 11 PROFILE PROFIL E R F V I S 1 0 N S 8 Y DATE 79 cp 0 00,0 S. W HAZEL. VV00Z> oop Reco/-al 0/*Crw/1,195 dW 2-f-7,7 M 7- GLENWOOD couRr SCALE . H - 1 " =50' A- V- / "= /O ' 0 2 0 3 7 R 5 t IAIF '3 ' A; )Ob No 0910936 S H E E T o ,/, do)q Olr 44 dA. FROG./ Z16-j-,q rq 194117� MARCH �9-15 ul I'v 1Wc(1,fA.4,qr1CW r ,5k, Cow N E�j .1 A sc D-ES!314ED ENGLEW00') NCD 2 CHECKED APPROVED OF 10SHTS. 4 0r-. -*7P I'l I till is I I-17"fir i IfIll 11111 1�11 11111 1 111f)[1ISI NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 110 11 12 DRAWING 15 LESS CLEAR THAN THIS NOTI(li IT IS DUE TO QUALITY OF THE ORIGINAL "DRAWING, QE 62 02 Z2 92 S2 V2 E2 r 12 02 61 91 LI 91 ,1 t1i El 111 11 01 6 9 t 9 9 IP E C-1 U N 24 1992 >/ MPlanningAHER SSOCIATES Psurveging 1111111111 nf En ineerin�� 9 9 10550 S.W. ALL EN BLVD., SUITE 223 ! BEAVERTON, OREGON 97005 / 503 - 643-9410 FROM: Gary G. Bliss, P.E. L. Project Engineer TO City of T. -ard F11_E 10936 °ATF 214177 1 "A If t Englewood No. 2 '.I IJIIEMEN ENCIOSEC) HERFW,TH ARE PRELIMINARY MAP TENTATIVE MAP I INAL MAP OR PLAT ,ONSTRUCTION ESTIMATE CONSTRUCTION PLANS SPECIFICATIONS CUT SHEETS FOR:_.__ GRADING PLAN Enclosed please find one molar sepia each of the record drawings for the _ sanitary sewer For Englewood No. 2 and ' ,r extension to S.W. 121st Avenue. YOURS VERY IpULv WAKEFI�A SOCIAI'E L..1NLaVQRATED CC '/ELLOW TO CLIENT PINK TO JOB FILL GOLDEN TO TRANSMITTAL. FILE January 17, 1977 Ernest E. Platt, Vice President Commonwealth Properties Inc. 3800 La. Cedar :+all; Blvc. Suite 225 Beaverton, Oregon 97005 Re: Englewood Subdivision-PlrEe II Dear Ernie: As per your request, final inspection was conducted of the public im- provements within PhAse II of Englewood. The following is <) summation, of the deficient/inoomplete items found: I . Repair mellbox cluster in .front of 1.2045 :'.W. ,-pringwood Drive. 2. Clean . ebris obstructing channel in MH"P", (Ste. 14+351 # Line 4) at the intersection of S.W. Hazelwood Lecp (wept end) and W. "pringwood Drive. �. Clem debris out of all storm inlets (etch basins). 4. Sar,ltary sewer line f-1 between MH "N" (Sts. 10+31, Line 4) on Hazelwood Loop and M "C" (Sta. 4+83) on S.W. 121st. Avenue (note "rnglerood Commercial" sanitary sewer plan dated Janupry, 1976) crust be flushed, tested, and accepted by the City prior to project acceptance. 5. Repsir sunken street surface (i.e. , class "C" A.C. Patch) adjacent `enitary MH "N" between 11735 and 11715 fiazE lwood Loop. 6. Repair curb a weep hole _location at 11520 S.W. GlenwDod Court (curb on liaselwood Loop) . i. All sidewalks and trees to be installed by July 14, 1978. 8. A one year maintenance bond in the amount of P135.955.00 to be submitted to the City prior to acceptance of the public improvementE. 9. One sanitary sewer es-built wyler to be submitted to the Cit; (Including t'xF extension to 121st. Avenue). Upon comnletion and/or corrr^tion of the aformentioned items, recommendation will be mAde to the City Council accepting the public i_m•- pruvements within Phase 11: (subject to completion of Item #7 f4bove end maintenance period) . our°s very truly, John Q. Hagman 11, ,aperintendent Ergineering b.i vi tsion cc : Weker Assoc. Inc. tttn: Gary Bliss �r Januar-f 17, 1977 Ernest E. Platt, ',lice President Cocimonwealtr Proprrties Inc. 3800 S-WI Cadar :-4-ills Mvd. Suite 225 Beerertcn, Ore-on 97G05 1 Re: Englewood. 3ut(" visicrn-:::ase Dear Ernie: As per your request, final inspection was conducted of the public im- provements within P'-ase II of Englewood. The following i? a summation of the deficient/inCom;lete items found: lei �e 2. Clean debris obstructing channel in Mri"P", (Ste. 14+351 , Line 4) at the intersection of S.W. Hezelwocd Loop (west end) and S.W. Springwood Drive. 3. Clean debris out of all storm inlets (catch besins). - ro fie—em 4, n Repair curt) Q weep hole location at 11520 : .'nl. Glenwood Court (curia on Hazelwccd Loop). 7. All sidewelks and trees to be installed by July 14, 1978. 8. A one year maintenance bona in the amount of 0135,955.00 to be submitted to t're City prior to acceptance of the public Improvements. One sanitery sewer es-built myler to be submitted to the Cit; (including the extension to 121st. Avenue). Uper: completion and/or eorrecticn of the aforwenticred items, recommendation will be made to the City Council accepting the public in- provements within PhPFe II (subject to completion of Item #7 abovE enc; maintenance pc:rind). Yourt very truly, Jchn S. Hagman } Superintendent Engineering Division cc : Weker Assoc. Inc. Attn: (Gary Bliss i V- z 9- L p&.AI 11-LI 19 S70 �E C s�e � p tp!h wooJO br - c.� c�ox� ► , sI; ®,,,. rp I A �C., w.eac4 ie cu►�Cs) c�ds� 6' J, Nr-,Yt--,5,ir 24, 1976 Ernie PiRtt CQ=')wealth Developrnant Co. 34CO S.K. Cedar dills Blvd. UavE r too, Oregon 9 Too S Rts Traffic Signal Inhtallation 121st and Scholls i'erty Dur Ernies I am e-nclosIn; herewith a three party DSTWilent netxeen the City, the State and Corr.,nnwealth which it is oece�aary to execute in order for the State to proceed with the si&ual installation. F1esse sign all t-hrce copi.e.s and rettira ther- to see and I Vill sae that the=y &re executed by the State with a copy retuMed to yuu. If you have anytiquestions, please do not hefitate to ecnt.act me. Verf truly yourct Bram P. Clark City Ac'..::-.., t-..t:-r APCt1V CC# Tigard Flaunlug D t. s r ARKS REMINDERS Choc- C ?,id y i j- a (mss, -1 / d � (IV///OW 4.e v ca 'A/ �I �tlC ( 45Yt /� 74 G I-� COrtev/ y ROBERT E. MEYER ENGINEERS, INC. Engineers, Planners and Surveyors 14250 S. W. ALLEN BLVD, EEAVERTON, OREGON 97005 �1 f October 19, 1976 Portland General Electric Co. western Division 14655 S.W. Old bcholls Perry Rood Beaverton, Oregon 97005 Attnt Mr. Ken Snyder Ike: im6lewuod No. 2 :;ubdivisiou Lear Lcm% This is to acknowledge that the city has found the stree tlightin® installation in said subdivision to t,© satisfactory and, further, to a,, r.r+,.%ledge autliorizatioli for P.C.E. to energize said la lights under 4chedule i,"Ap option "Li". Very truly, John liayxan oupt., Lu&ineerin`, Ulvizi �n Public `••orks Depart wnt JSHelw CCt Mr. Bob Rouse Mr. imnie Platt City Accountant r I I City of Tigard INSPECTION REO U E ST f o r-, INSPECTION TIME : lL� PERMIT NO.: DATE: DATE ISSUED:.._L� OWNERS NAME : ADDRESS : CONTRACTOR : - ITEST: Air O, Water D , Visual 0 , Laboratory p RESULT. Approved O , Disapproved 0 , Pending Q I SKETCH: LwFw JAW, Fi 76, � r-rR-s r (Z) M*II-BDK 64-e./J—vV125 au _4eX'PlklrAvon er tC 1,41�I' � `c'�"TNs EP CTORZ' �` UDATE INOTE : Attach supplemental feet data heref:01 I w I I I City of Tigard INSPECTION REQUEST Q ST for n _ I INSPECTION TIME: r9 PERMIT NO. : DATE: 121111,-74 DATE ISSUED .'- OWNERS SSUED :_OWNERS NAME : ADDRESS: //� ` ti.J �4/rz.,,._ r,• _;�,�, I CONTRACTOR : TEST . Air p, WoterQ , Visual p , Laboratory [] RESULT: Approved 0 , Disapproved C Pending O SKETCH: I I I I I I INSPECTOR DATE COTE Attach •upPlemantal test data beret a] i City of Tigard INSPECTION REQUEST for INSPECTION TIME :--A,SArP--. PERMIT NO.: DATE: _10/4-/7C- DATE ISSUED:__/ OWNERS NAME : ADDRESS : _ CONTRACTOR :__� ' TEST: Air p, Water p , Vitwai od, Laboratory p RESULT: Approved Disapproved p Pending p SKETCH: �' - i - -X zw INSPECTOR DATE LNOTE Attach euppleM-1101 test data hereto A WILLAMETTE ELECTRIC CONSTRUCTION CO. Electrical Contractors Designing - Consulting for Builders - Owners - Dem lopers 638.6508 18622 S.W. Boones Ferry Rd. Tualatin,Oregon 97062 October 6, 1976 City of Tigard tr1 City Hall Tigard, Oregon 97223 OCT 7 101c Att : John Hageman CITY OF TIUAR0 Re : Englewood #2 Street Lighting Dear. John: Confirming our telephone conversation of today, acknowledging the completion of our work on the subject job. We would like at this time, to verify that we have completed this project and would appreciate your final acceptance and request that your written authorization be sent to Mr. Ken Snyder of Portland General Electric requesting them to energize the light fixtures for this project. Very truly yours, WILLAMETTE ELECTRIC CONSTRUCTION CO. Robert J. Rouse Project Manager RJR is CITY OF TIGARD, OREGON (Al!� see the " SUBDIVISION DEVELOPMENT PROJECT Engleu.r:-�d Phase I Pr,3oct File) GENERAL INFORMATION SHEET I. PROJECT No. : II. PROJECT NAME: _ENGLEWOOD SUBDIVISION (Phase II) Al_ Preliminary Flat ENGLEWOOD Phase 2, a planned 111. DRAWING (TITLE) . residential environment +dated: IV PLAT (TITLE) . � dated:�!_�__ V, SITE LOCATION: V1 . PRINCIPALS: 1I (1) DEVELOPER: ommonwe th,_,Prone � rties.�ne. m" ►„ c 1pj +4 (V•el -3.360 3.id,-tib A-ve. Address {truant&-,--ffl , Phone No.(,43- 4914. (2) DEVELOPERS SURETY AGENCY,---_--__ Address __ Phone No.— �r Bond No, . Ettxp``. Date--/-2--. (3) ENGINEER: rr r -albCormic i1ur. 8rouv Cw +e* ^s, }jig$rW. Canyon.Ot. Add re"m_kQCj8Adr-AR _e!, Phone No.447-44)o (4) INSPECTOR;_ )&.Sjnaxd Cork_____ __ Add rep City of�ge _ �.�, Phone No.________ (?) PRIME CONTRACTOR: Add rep s _ Phone No.�� (6) CONTRACTORS SURETY AGENCY: _ Address _ _ , Phone No.- Bond No.-.---.--, Exp. Drte_! (7) SUB-CONTRACTORS: Inerts Street, Sewer or Stront Light, SUBDIVISION CITY OF TIGARD, OREGON SUBDIVISION DEVELOPMENT PROJECT (P.W.) Procedure Check List I. FILE INITIATED............................ .............. 4 Al 75 (1) Supplementary sheets attached.................. 11. SUBMISSION OF PRELIMINARY PLAT.. (1) Pending Planning Commission action......0...so. ap (2) Approved to3 tatively }} Commission............. 714 4 P.b - pp f e r "9-973 / .d a 73-+7 III . SUBMISSION OF PRELIMINARY CONSTRUCTION PLANS., (1) Plan Check commenced;............... ........... hi ! �5 (a) Revisions required..................... .� (b) Stamped, approved for construction..... C. 5 75 (2) Utility Co. plans received..... ... ............. p (3) Improvement cost estimate received............. IV. EXECUTION OF PROTECT DOCUMENTSt (1) Contract documents drawn? (a) Compliance Agreement signed..........,. (b) Performance Bond signed..'.............. (2) Permits & Licenses acquired.... ................ p 13) Easements obtained & recorded.................. U (4) Deposits made.....................I.........so. V. SUBMISSION OF FINAL PLAT: (1) Review for conformance commencedl .............. E3 ,LL (a) Revisions required..................... p (b) Approved & signed by Comm. Chairman.... p (c) Resubmitted to Commission.............. E3 rRes.No. Approved...... ............... l (2) Approved and recorded by County Surveyor.,..... p B P_ (3) Address's assigned...0......................... p VI. COMMENCEMENT OF CONSTRUCTION............................. No_*n Inspection sheets and construction/ Inspection check list (attached) for progress. VII . FINAL. INSPECTION OF CONSTRUCTION.........0..............• p (1) Pending correction of deficiencies............. p 12) Not acceptable, construction deficient......... p (3) All construction items acceptable.............. p Viil. EXECUTION OF FINAL PROTECT DOCUMENTS, (1) Maintenance Bond signed*..............#........ p �L (2) As-built drawing received...................... C3 (3) Final report to Council issued................. O IX. CITY COUNCIL ACCEPTANCE OF PROTECT IMPROVEMQNTS..,.,..... MAINTENANCE BOND EXPIRES: / / CITY OF TIGARD, OREGON CONSTRUCTION/fNSPECTION (P.W-) PROCEDURE CHECK LIST NOTE: uTTj,I--?E ONLY clearly mx+rkpd APPROVED PLANS, plan revisions, change ordrr4, specifications, etc. ; I . SANITARY SEWER: (A) Commenced instal` 'inn. . . . . ... ... . . . .. . .. . . .. C7 r / (B) Comr1pted installation.. . .. .. .. . ... ... ..... . . ❑ 1) AG-buil* field notes filed..... . .., . , ❑ A) Cory ^ant to engineer. . ........ C] � 9) A9-built field notes received...,,.... ❑ a) Filed in pro)ect folder....., . . ❑ (C) In�prctrd •ind Tested.... .... ...... .. ... ..... p l) Tevt nomonw rmphs filed. .. . . ......... d (D) Tentatively accepted by City. . .. . . .. .... ..., ❑ II. STORM SEWER: (A$ Commenced installation. . . . . . . .. .. . . ........ .. ❑ r (N) Cnmrletpd installation. . . . . . .. , . 0 r 1) A4-built field notes filed.. ...... . . . ❑ (C) In4ppcted. . .. .. . . . . . . ...... ❑ (D) Tentatively accented by City....... ..... .... . ❑ ' ITI. CURB: (A) Commenced inmtall,4tinn... . ............... ❑ � 1) Bench 4,rks tet.. .. ,., ❑ 7) B-nch Mnrk lorationsfiled. .... .. . . . . ❑ (H) Comnintrd in-tall>tien...... . .............. . ❑ ' ' (C) Irspected... .... .. I .. . .... ..... ............. ❑ (D) Tentatively •leer,-ted by City................ . ❑ T STREET s (A) Commenced Grading... . . .... ❑ ' 1) Sub-grade inmrectpd..... . .. .......... G a) Test data filed....... . ...... ❑ b) Tentatively accepted by City. ❑ r (A) Commrncpd rockinq.. .. ... I ... .... ... . . .... . ❑ ' 1) Sub-bmsp inmpected.. ... ❑ A) Test data filed.... . . . .. .. .. ❑ b) Tentatively accepted by City, ❑ r / (C) Commencpd Pavinq.. .. . .. ... . ..... ...... ... ... . ❑ _r 1) Paving inmpected. ...... . .... .. ❑ a) Text data filed. . ,.,• (7 b) Tentatively Accepted by City. ❑ (D) Streit tentatively accepted by City. . . . . . . . ,. ❑ i i V PARKING LOT: (A) Commpneod grading... . 1) Sub-grade inspected.. .. ❑ / / a) Test data filed.. . . ... . .. . . .. C] b) Tentatively accepted by City. C) (B) Commenced Rocking..... ... ..... .. .............. I) Sub-bane inspected............ ....... / / A) Test data filed. .... . ... .. ... 0 ��-" b) Tentatively arrerted Fy City. ❑ � (C) Commenced Paving.. . .. . . . . . . . . . . .. . . . . . .. . .. . . .. ❑ 1) Paving inspected. . . . .. . . . . . . ... . ..... .. ❑ � - a) Teat data filed. . . . . . . . . ... ... .. ❑ b) Tent.ativPly ^e-r•r.nted by City. . . . ❑ (D) Parking lot tentatively accepted by Ci,ty...... ❑ —.. VI. SIGN: i (A) Street name 9ign4 in4talled, .. . . . . .. .. . . .. . . . . Cl (B; Traffic aignP ingtallPd.. .. . . . . .. . . ... .. . .. . .. ❑ -- VTI. SIDEWALKi (A) Conunenc^d i.nstallatian.. . . .. .. .......•....,.•• O _---L-- (B) Completed installation. .. ........ .....0....... ❑ / (C) Inspected. .... . . . . . .. . .. . . ...... ....... ❑ (D) Tentatively acr-^tf-d by City....... / VIII. STREETLIGHTINGs (A) Commenced inatallatinn. . . . . . . . . . . . . . ... .. . . . .. p (A) Completed installation. . . . . . . . . . . . . . . . . . . . . . . ❑ (C) Inspected. .... . .. ... . .. . . . . . . . . . . . . . .. . .... . . . E3 (D) Tentatively accepted by City. . . . . . . . . . .. .. . . .. ❑ 1) Author),nation letter to Energise filed IX. LANDSCAK : (A) Commenced inatA.11ation. .. . . . . . . . . . . . . . . . . . • O (B) Completed installation. . . ❑ (C) Inspected........... . . . . . . . . , . . . . . . . . . . . . . . . . . (D) Tentatively accepted by City. . . . . . . . 0 --- X. __—X. GENERAL AREA DRAINAnE (A) Building rain drains in!+pectFd.. . . . . . . . . . .. . . ❑ / (H) Culverts inspected. . . ... . . . . . . . O (C) Drainage ditches inspected. . . . . . . ❑ (D) Tentatively accerted by City. . . . . . . • .. . . . •• . ❑ NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: l) Approved Plan Revisions 2) Approved Specification Variances 3) Change Ordera/Extra Work Orders 4) All CorrespondenceIMemn^ 5) Daily Inqpection Sheets 1 11111111111 1 1111111-prtI1111111 p1q.!'Ill.1.Ill. lit, .I ' I YI •�mI F w 1 1G C ! I I e no 0 0 n -1c, r u o n O u 7T O O ,n• N N n r, M L O n. O t' 1, V 0 V C '711Y y'1 00 0 0 0 o r. y x c cQ 0 0 0 0 0 o n v �, N 0 In �1 0 0 0 a c r 0m mr o n .r n N E of er 4 s: s q N cS O O (i O O O O X. 0 CL a O 0 � M O 0 . r Z O 7 O O O O cu 0 O O T m i- O v1 7 0) N N n O O W o Lr F- �III�II(��I1��IIIIIIIII�I;;1J11II�IIII1111lihhl�hl�h�li�illlliliLl)I)l�l��il�lil�l��l�l l)I)�) I) I , lii ) � � I I i I i I i ,{ c J w � w } W c ODV N Q U W W Z J p O ~ n pn W v wo V) w 0 vi N O N w w �` a h ► Y V WJ W o °' w CL ►- O J w W Q 41 V) tr U W ~V' Q w UO Q Z Z W w O w �� i �■t PRCCEDURE FOR CONDUCTING ACCEPTf.'.10E TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets wire suitable test plugs . Brace each plug securely. 3. If the pipe to be tested is submerged in ground water, iuFert r' pipe proh- ty Loring or jetting, into ti►e backfill material aijacf�nt tr the center -)f the pipe, and determine the pressure in the probe when iii,. passes slowl, through it. This is the bark pressure due to ground waiter submergence over the end of the probe. All gauge pressures in the test should be increases by this amount. 4. Add air slowly i:o 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 so:ip solution. 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= fsr air temperature to st:al,il.i.ze, 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 1._5 psig. ;&r time interval should then be compared with the time required in second,3 z:s compu`ed on reverse side of sheet. 9. List ctzi and length of all. portions of pipe url?er test in ta'11-1 ':'-1 +o one shat,n; on reverse side of sheet, 10. By use of nomu, raph, compute K and C. Use nca wes r; aad L, rsnl enter these values in the table on re Perse side of s;►eet. 11. Add all values of K ar:.j all values of C fc;' LyJpe uuder test. 1.2. If the total of all C viluec is less than rLeo enter the total r.i 1 K values into the space for "Tips Requii,d in Seco da, " 13. If the total of all C values is greaLer than cne, divide th , t-j . values, by the total of all C values, to ;,at til. fc mak(. thin the nomograph, use scales C and K, and read �_:. . ly m7rrr7+1 -, -7"rt n p On h.1c. r, v. w p O u ID a r ■I 0 �c O O m ~ N — O Q a �a .a a e r C j fTJMTFT o O Oo d ac n• C O ^ O O 0 M N O ui ♦ ro N O -- S - O P1111,11,1111,1111I ji1 O r. O O C., C J O J O a m r 1D Ifl ♦ v) N V O 0 O U O O a d 1 O a Q n cr < t CD m O O Y 0 F o � O ' Z O d p O O CO n O O u U n O O N N Q � n L1: F— J �IIIIIIil�lllllllll�lllllllll�lllllllll�llullltl�lhlt!. hhlcllli�il Illi' 11111 1111111 ]11, It I I I I I i LA I II i t l ► l i l , U' cr 1 3 I W M_ cn > N, ocli o �� .�., W M a N 1 o O h U W - U O 0 Z J o 0 W o N 0 _uj N W a. O c~i► �` O b z N cr HW Q 0 = ►- x Y. W W a MW W 0 H U g o a v G J W W Q W a cn cr J W U 0 t- i N Q Z 2 W fl cn ► 4 I Ci t- � I PRCCEDURE FOR CONDUCTING ACCEPT iCE Tr..T 1. Clean pipe to be tested by propelling snug fitting InflatFd rubber ball through the pipe with water. 2. Plug all pipe outlet.; with suitable test plugs , Brace each pl.t.g securely. 3. If the pipe to be tested is submerged in ground water, iuEert r: pipe probe by ►.oring or jetting, into the backfill material a:ijacent tc the center of the pipe, and determine th., pressure in the probe raheu rate passes slowly through it. This is the buck pressure due to ground wiitei. submetgcnce over the end of the probe. All gauge pressures in the test should ')e increased by this amount. 4. A-14i air slowly to the portion of the pipe installation under test until the ,ut:ernul air prP.;sure is raised to 4.0 psig. 5. necl, exposed pipe anal plugs for abnormal leakage by costing with a so :p solution. If any failures are. .observed bleed off air and make necessary repairs. 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute—, fcr air temperature to �;tal,ilize, adding only the amount of .air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres3urc decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air Pressure to reai:h 1.5 psig. [.:i, time interval should then be compared with the time required in seconda as computed on reverse side of sheet. 9. List sizi and l.engt.h ot: all rnrtiuns of pipe unrler tF• t in t-' t:o one sham on reverse side of sheet, 10. By use of nomograph, compute K and C. Use scr:'.es r- aa.•i L, enter these values in the table on rezrerse side of s: er•.t:. 11. Add all values of K and all value-- of C fc;' VA�dar L-aat. 1.2. if the total of all C v-+lues is less tha , c.t.e, enter the :.ota.l c. l K valve. into the space for "Tir(_ Required jr, 13. If the tatel of all C values is greater than 3tie, dit•ide the to t: values, by the total of all C values, to 9-It tq. Tc makc this the nomc:•graph, use scales C and K, and reap tu< 0 _ � m m 0 hft, O P40 n r'. - p toO V t9 Q ti. I I 1�111111711 I If I I lTMTl O r C k 1 � p p 8 OO 1 8 O O O O O O O \pi d N O N c V. t 17 N E O O O p J f (. vO M W P b n f in w� r o a 0 O p 6 C O O. WS L .S. 1 a a � Z a c� t o ; I 2 O : 0 oM Z P I ~M p Q W (1 m I- .r C w N N N O cr � �" � �(�f(�Wllll�lllllllllllllllllll�illllllll�lhhldtld(lihll��lllllilllil(I11(II�II(I�lil(�(I111 I11�1( I i � 1 I I I 1 � I I 1 I I I i I�� L/ Q/ J �� L f� Q %_ a \I W v v � Yo v N co W n OD kj 4 0 U0 qo f O nl j C m U • ti W O ? Ul Z a Q IY v Q v Q O 0U) h O �' d W tV II h 1.. — In to 2 W W i � O W J u U Z N tYbo _jU W W U O O O J \ O _ 4C C1 U J W N r c I r, 1— I PRCCEDURE FOR CONEUC T INC ACCEPTAIME TEST 1, Clean pipe to be tested by propelling snug fitting i.nflatcd rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable test plugs, Brace etac;. Plug securely, 3. If the pipe to be tested is submerged in ground wat:v , i.usert a pipe prob-� by Loring or jetting, into the backfill material aljacent tc the center 'if the pipe, and determine th., pressure in the probe when ni, passes slowl, through it. This is the buck pressure due to ground wctte:. submetgrnce ovei the end of the probe. All gauge pressures in the test should be . icreasel by this amount. 4. ,+dol air slowly to the portion of the pipe installation unser test until the internctl air prejsure is raised to 4.0 prig. 5. ',hecl, exposed pipe anal Plugs fcr abnormal leakage by coating with a so :p solution. If any failures arc .observed, bleed off air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two trinutc. fLr air temperature to ;t:aLilize, adding ortly the account of air rc,juLr,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 to reach 1,5 p.91g. T,:ia time interval should then be compared with the time required in second:; as c.ompu :ed on reverse side of sheet. 9. List siz! and length nt: all portions of pipe under teat in t Fo one shown on reverse side of sheet., 10. By use of nomograph, compute K and L. Use ^c: a 1 `,� reg l 1. d enter these values in the table on reverse sick of 11. Acid all values of K and all values of : is )-,pe ttuder ted L. 1.2. If the total of all C values is less that, ct.e, enter the total c ,A K valur,E into the space for "Tame Required ir, Sre-c-n1i 13. If the total of all C values is gr.eatet than one, c ivide th values, by the total of all C vAlues, to gat tq. Tc male.:. this -j the nomograph, use scales C and K, and read ty, ... .:,..., ,,.... ,,.�.;. �. .., ....,_.. ,..,,..,:..;R . .,..,..,i„s.» •,..v....�war�6w�VJ�+�iii'AXa@P�3Md'�f�ti*iM,,,�* ., ' �*�� .�. �:•� s •.r�;,a� �� r-a;w�.ty»� cad yu��r a.��:�• c Scan De-velopment Co. 8700 S.W. 26TH AVENUE • PORTLAND, OREGON 97219 TELEPHONE 503 245.2203 - ..•.-" ,r_� ., ` CITY OF TIGARD a q Augiist - , 1976 Mr. Bruce Clark, City Manager City of Tigard ' 12420 S.W. Main Tigard, Oregon 97223 Dear Bruce: This letter is addressed to your attention as P request for council consideration of the "Englewood Too" bikepath/pedestrian way one change requirement. As you are aware, the Englewood planned-unit development was approved by the City of Tigard in October, 1973, with specific conditions to be complied with by the developer, Cornrnonwealth Properties. included in those requirements was the construction of a "six-foot wide meandering landscaped pedestrian/bikeway along and separated from the paved portion of S.W. Scholls Ferry Road". It %as further specified that constriction of the bikepath was to be completed prior to occupancy of any of the planned apartment complexes. Last fall our firm, Ryan Development Co. purchased a 40-unit site from Cajamon- wealth and have since constnicted and sold the completed project to a local area investor. Over the past two months we have , without success, attempted to have Commonwealth complete their obligations pertaining to Lot 89 in Englewood. At no tim^ have we assumed responsibility to put in the bikepath. In purchasing the property, Commonwealth did not transfer to us in any way their obligation to comply with the c r oinal zone change conditions that included the installation of a bikepath on the property. Rick Daniels, an associate planner for the city, is aware of further background on this matter. We are anxious to have this isFue cleared up and to have the pro- ject in compliance with the conditions set da.m by the city. It is our under- stand4ng that Commonwealth Properties has an existing bond secured wit for the Englewood development. It is our request that the Cotmceview this matter and take whatever steps it believes necessary to reso this islip. Sin-erely, JB Bi ;hop JBB:l sr General Mat .ger CC: Phil Love, Owner Hal Russelle, Lincoln Savings ] and Loan Association C0 Leonard Rya 6700 S.71. ,r �� ►`'jll}.)r! (L�!... ':;. �'i t... R.`'.<.'.:. Cl �.i'.°r' wi.`• to wi.tt.. l.f; r" l.'l:t i.: �:�.C.? for theG�r:r 4T'L�•. .!!;. Lr 1 � ..ti �: r. �r (:� �'r.. ' .t.11 J. t:�i r�4'rl tr f?!1 5 i i try• .., t r $"t i '.i : )- .. . i 4•,( f" •; �•, 1 Cl it Dr 7:'h }J*-J-.ov.VI 1'. .'; ii C;`.?. .�•S (i�r), C ( .+' f�! I.J'_ r'l3.t C�'" ..f �!ti "r C7` GtlfinFa��! ,t�r� ►.C, �u u.�c. x• to for 1;�': .►tr1�.n ay arl'.1 41• ry -y ..) � .. �.a.,.r ., . . r. - � ......� ,,•: r. . t RECEIVED JUN J 1975 CITY OF TIGARO Commonwealth Properties,Inc. 3800 5 W. Cedar Hills Blvd., Suite 22_5 Beaverton. Oregon 97W5 (503)643-4891 June 7, 1976 City of Tigard Mr. JL.nn Hagman City Engineer 12420 S.W. Main Street Tigard, Oregon 972223 Re: Englewood II Dear Mr. Hagman, Reverence is made to the subdivision compliance agreement and cash bond escrow agreement dated July 14, 1975, guaranteeing the completion of the improvements in Englewood II. In accor- dance with paragraph (7) of the subdivision compliance agreement, you are hereby notified that all public improvements except for sidewalks, street trees and the one inch asphaltic concrete over- lay have been completed and request is hereby made for final inspection by the Department of Public Works. Would you please forward the appropriate forms for the maintenance bond to be executed upon acceptance of the improvements by the City. Very truly yours, COMMONWEALTH PROPERTIES, INC. zu FrneX E. P att Vice President EEP/kp IW!I'�.F CITY OF '01"ARO Commonwealth Properties,Inc. 3800 S.W. Ceder Hills Blvd., Suite 225 Beaverton, Oregon 97005 (503)643.4891 May 20, 1976 Mr. Leonard V. Cook, Jr. Public Works Inspector City of Tigard 12420 S.W. Main Tigard, Oregon 97223 Re: Englewood II - Sidewalks Dear Mr. Cook, Enclosed are easements for sidewalks on S.W. Schollwood Court, S.W. Ashwood Cou► t and S.W. Glenwood Court which have been executed by Commonwealth Properties, Inc. , and Bob G. Smith. Upon recording, this should correct the problem with the sidewalks on all of the lots in the cul-de-sac areas of Englewood II. I might suggest that these be recorded immediately inasmuch as houses are nearing comp- letion on some of these lots and title will be passing from Bob Smith to the individual owners shortly thereafter. Very truly yours, COMMONWEALTH PROPERTIES, INC. Ernbst E. Platt Vice President rZAw�� J.e; l- 1 EEP/kp , k o►^' Enclosure l v�� A e .�e C :F A A1ivi4,i, d CraT�Mp1�le Project:.--._CtiYilL'�_-S Easement: __: _ PEDESTRIAN AND BICYCLE PATHWAY Deed References_ I.IMI11'F.D USE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that COMMONWEALTH PROPERTIES, INC. an Q[egon COruoraAlt)rj______ hereinafter called grantors for no consideration other than acceptance of the obligations hereinafter described by the grantee, do hereby give andgrant, subject to the terms and provisions hereof, to the City of Tigard, a political subdivision of Washington County in the State of Oregon, hereinafter termed grantee, an easement to construct nd maintain as an appurtenance to _5jL_Sch6llwood Court. S"W. Glenwood Ct. AShwood Ct., and 15W. a pathway on, over and within the following described lands of the grantors subject to the conditions hereinafter statedt the front three feet (3 feet) of Lots 107, 108, 109, 110, 111, 112, 131, 132, 134, 141, 142 and 145; Englewood II. i i The rights and easements herein granted are subject to each and all of the I I following conditions and limitations and rrversionst t (1) That the use of the above described area shall be limited to the construction, maintenance and use thereof for a pedestrian and bicycle pathway and for no other public purpose and in the event that the said area shall be Improved, utilized, or maintained by the grantee or by any other public body for any other purpose, all rights herein granted shall revert to and revest in grantors, heirs and assigns. (2) That grantor does hereby reserve the right to utilize the said area for all private lawful purposes which do not unreasonably Interfere with or are not Inconsistent M with the uses thereof by the grantee and the public for the purposes herein stat-ed. t (3) That if, at any lime, grantee or any other public body shall undertake proceed-' � t ings to improve the present ( Srhol lwnod f.t_�S4I �5}llelppol L_�$W_(1�1Uw4pd-Lt._ and by reason thereof grantee, or any other public body shall seek to acquire from grantors, heirs, or assigns, by negotiation or condemnation rlght�21f-vm Iew0oarifftional to that heretofore vested in the public with respect to said SW. Ashwood Ct., and S.W. Glenwood ,C ; All rights herein described shall revert to And revest In grantor, heirs and assigns, effective with the initiation of such proceedings and the just compensation to be paid by said grantees or any other public body for such additional right-of-way area shall be determined as if this instrument had not been executed and to the same extent f as if the rights herein described had not been granted. IN WITNESS W1iE:REOF grantors have executed this Instrument for the uses and purpnsesI hereinabove set forth. Witness our hands and seals this l8th day of ___ May ____ _,19-7—. 6 j e�,V � (SEAL (SEAL) COMMTH ROP TIL . INC. - (SEAL) _----(SEAL —_` r. E. �'ur - fj,� e�hesidert (SEAL) � !II'' -��[!�..L.+�LS��{FEAL For a consideration, the mortgage lien on tt �ove8de§c�ei�i��0�topet'i�� t1�t�tYeby: made subordinate to the casements above granted. ll Dated this day of Title--- �� Mortgagee �. A CKNOI,I t I r N-T --Co,I-Or.ATIM . -.-- -- _--------------- ....—'—'e.. ,TATE OF .01?EC;ON, --% 1. 1 &L County of ......14sb.i ng.tj9q._. On this........J.a&b.. day 01....�&y..... VeMezrne appeared.......... .............. 'bet B. Underwood and duly s;•qrn, did say that he, the a,........*------------------both to me personally known, who being is the Oce. President,and he,the sdd Eli �......att � beth B. U is Itit sectetary.....Assistant.........of. .-t-6M-MON��ACfH--TR6-P-ER-Tl—ES*.—ICC the s;-;Ihln reuned Corporation,and that the Beal Affixed to said insfrLIm&nt is the wrperefe Seal of 8.1;d Corpora.. lion, And that the said instrument was signed And Periled in behalf of Paid CorDration by authority ofifs Board of Dire-tors, end..._..._.."._._.-.-...-. '' t*h-B actnowled,fed said instrument to be the free Oct And deed of said Corporation. IN TFSTIJ%IONY ;VIIEREOF,I have hereunto set MY hand And affixed my"t"clat 64-41 the day and year last above written. expires Afy CommissionCommissionnotary Public for Oregon. 1980 39. County of On this day of 19 personally appeared the above namedr and acknowledged the foregoing Instrument to be their voluntary act and deed. Before roes Notary Public for Oregon My Comnission Expires:_ ACCEPTANCE The City above nanird hereby accepts the foregoing grants and agrees to comply with each and every term and conditton thereof. CITY OF TIGARD Mayor By Recorder STATE OF OREGON County of On this day of 19,_, before me /i appeared -- and both to be personally known who, being duly swOTW,—d—IdiaT-Ch-&-t he, the-said---' I to the Mayor, and she, the said Is the Recorder of the CITY OF T1 CARD,'7 municipal corporation, qnd the said and knowlrdged the said instrument to be the free act and dcrd of xi'ld tZ—nicipal co,porstlnn. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this me certificate first written. Notary Public for Ortgon My Counisslon Fxpiresj- p�, ��i� �7 `� • �VU Y I � S �/ � h Ok r•'o OoSti �1 ..,, � at9� ;�• �s '`^,.�o,'^�`r� � 3 s N •M��__ � O O / O^ NIP � • / r b goo C y` p"t`6 1�°�$d1 ; hot sf Ss r�0 • J u w ul�. QEw 6,2�, ^ y `� sip�• In �V�R+a tj MO ,d r JL G Z� h o Q bJ'rb A% "1 y1 • �, S b o T ha y'J aD v N i S47•ain tr '� R • �p�� 10 Y °o.�o n `p v< rv� �. W a t7 0 O �' : 'N^ Ov `' o j ., '• `+U J\ af - �^•�aO�� \O° c�-• On O4u bol t Y p Ot Srl E' Jj ; /tb or Q�j•�`••c);� 12711 1O -� L) r � 1• O • CA g" Cto %trig riM ^� `r �c Aa kU 0) Er got Q \. 0 8 Or '1 Y l•1 a • .n f.�,W.fr.rorl 8 n r & Ap _�• m n n C•'.',i�- --- - •-cqi � v+\ g5.03 '� ��) 9 9.E A'OX 175�.- -r K'N . \p �( o oA • A 50G 06' t ry 2 . {�;�y.. yr y0 s/V 70 r.•u: los r C fi n �\\ 55'22'00C��N p i R!. '^t V 0 ►n. kv, in n �np r Gl c. t• to p ;N 0 w F O tai r� Q� `:_ � '\�� . 0 " °0 't- �� s'00vr �; O of 0 .t to z .5'i°\r)\ ` per•.\'►,r� M h n x 1`' �,oo m C p \ .0.1.0). ryu L)1. rr 7 •�,rtn. g c r �� Z'�i 0 7^ �s' !r) r X00• p•\I \,1i)a P)O w �p ' •- P 3..fZ.S .o�_ ^/3 CJ •� r•!,V 0 g per, O. .� yY :� a ci K 6 S y61` r It ir Ll- o• q • • ( cF` til 9 Y gi• '� ii 'b a; \%oo G ,i '' Er` b "' N.'• 1n • M W1 9P X03�� r 0\r. t,th 'i 4 r,e1 t4 \ a \ to Q`••;� T • h , fi o Ewe N r \5yy� t+ O 4+j O ti ' ✓ y Nr•s AA,IF£,Lo�Ury •F\, Ito 'i 0 ,� Pry 005 i W OO'9/ V. �s.91•fgt►r ' AArLtj p e Nell r .�,,�3 Ay 08 rN t 0 O nOri•o� �)-��u C)� 8 tir - t� no°1m ° •c aid \0S C� c/ Sg for n p. 201 x OWSJ _ OS Q9 GC ki \' i, `mss Q6.Lo.0C �ly gl- �n eb. 1 u •�` �� `e� C�po �g LA•zO1 „� Fr'e� Vis, gS } p' / �, • yJ L9 L 5 •i �y tt•'i Eo-O iJ V jT ^t h 3 • M It �tJ ^1 ^� O N r: 0 � e Od 2p =ir. ` 4 N ti w 16 vIQ l f C.3 ,9 -: °' QM,Gc.t° 40 8 1 �► 6, ^' _ fA,EE• -TO—. N L) +N .r ��' 6Z Syr ..Q r J ,� O o N n to n \f1 p k c Y . '� Ta OM.�H.cf.Lg ini . •. •, Oto •r •�W sem/ oEh~ b~ �j i 3 A� tJo r c� d0•o1r 000 .) �� ► `e, ^ '�� fir' � 'r i r Nr,* � {� � + • ''lir ' '61.0 oft V , tis' ~ A �-r � i6•Yta ____ `"__ oo0,r _ � n09_59r MYRE,/r.rrN_ •oo� -_ - for 5B - - h x ntarly� - 7 dvo_a ticr�'►b _ re 15 IZI %ti\•'_: N � - Easement: # PEDESTRIAN AND BICYCLE. PA'TiiWAY Deed Reference: ___.___ LIMITED USE EASEMENT K,14oW ALL MEN BY 'THESE PRESENT'S, that Bob G. Smith Buildcr,_Inc.-.-____.,_____ an Oregon corporation —_-- hereinafter called grantor, for no consideration other than acceptance of the obligations hereinafter described by the grantee, do hereby give and grant, subject to the terms and provisions hereof, to the City of Tigard, a political o-nbdivision of Washington County in the State of Oregon, hereinafter termed grantee, an ray nrnt to r_1m5t1uct and maintain as an appurtenance to S.W. Ashwood Cour a _ _____ ___ S.W. Glp.nwood_Court_-_ a pathway on, over and within the following described lands ,,f the grantors srbject to the conditions hereinafter stated: the front three feet (3 feet) of Lots 132, 133, 135, 143 and 144; Englewood II. The rights and casements herein granted are subject to each and all of the folly,wing conditions and limitations and reversions: (1) That the use of the above described area shall be limited to the construction, oaiutrnance and use thereof for a pedestrian and bicycle pathway and for no other public purpose and in the event that the said area shall be improved, utilized, or maintained by the grantee or by any other public body for any other purpose, all rights herein 1,iantvd :hall revert to and r w e.st in grantors, heirs and assigns. (2) That grantor does hereby reserve the right to utilize the said area for all Irieate lawful purposes which do not unreasonably interfere with or are not inconsistent with Ibuet rr ss thereof by the grante and the public for the purposes herein stated. 13) That if, at any time, grantee or arty other public body shall undertake pro(', d- ings to Improve the present $W. AShw_g.Q,d__Court.Dr_-SW._.flenwoad_Catu_t_ and by r, q,on thereof grantee, or any other public body shall seek to acquire from grant(,,-:, lirirs, or assigns, by negotiation or condemnation right.-of-way area additional tc, hrtrtofore vested In the public with respect to said _SW.__AShwaod_.CL_ or_ qW-Glenwood Ct.- � all tti,hts herein described shall revert to and t- vest in grantor, heirs and assi rff,etivr with the initiation of such proceedings and the just compensation to he paid by !aid grantees or any other public body for such additional right-of-way arra .hall be determined as if this instrument had not been executed jnd to the r.anie cxttn,t i as if the rights herein described had not been granted. IN wi INFSS WHEREOF grantors t,..-.re exectrtee this instrument for the uses and i,url s li rtinahove set forth. / Witness our hands and seals this 18th day of May ----,1976 . -- (SEAL) Bob G. Smith Builder, Inc. _______(SFS.,, el�, e - -- (SFAL.) .- (SEAL - --- (SEAL) _---- --- -- —-- (SEAL For a consideration, the mortgage lien on the above described properties is hereby rade -il,ordinate to the easements above granted. haird this day of By Title `�- Mortgagee Ne. f{—ACt:NOW Lrnc/trN7-COV1)`o -oN. .r.r...w.....w.o..a...ro.,a.r..e... ST,tTE OF OREGON, es. County of . G. mit......Wash-jzgt0!1......Bob..........._ On thfs.....1$th......day of.....MdIC-..»._».-__._....._.* 19...z.�y S L�!ore:ne appcered...»._........__.__.---._._._.._...»» - � _ .._......_......_._......._.......and ............................._.....-------_»».._... _..._._ »-.._. ..»...»._.._...butte to me personally known,who beinj duly sworn, did any that he, the add..._---_--Bob._.1._-shish _- is the...............President,and he,the said...... is the Secretar of. __._$0_ . Smith—Builder T!'C. the within named Corporation,and the:.!the seal affixed to said instrument is the corporate seal of said Corpora- lion, and that the said instrument was,dined and sealed In behalf of said Corporation by authority of its Board of Directors, nnd......H4b..fi�._SIR1S11- _ .._r _._..,._.._.and..._._.__.._............................. ___ r acknowled`ed said instrument to be the free ad and deed of said Corporation IN TESTIMONY WHEREOP,I have hereunto set my hand and affixed my official seat the day and year last above wrift Ir Notary Public for Oregon My Commission expires......._-drlr]"ry 13�i_qRn-_.-_ County of On this day of _r 19 s personally appeared the above named �- - and acknowledged the foregoing instrument to be their voluntary act and deed. Before met Notary Public for Oregon My romnission Expires:----_ ACCEPTANCE The City above named hereby accepts the foregoing grants and agrees to comply wiih each and every term and c.onditioa toereof. CITY OF TIGARD Mayor Byt_ _ --- - Recorder STATE OF OREGON ss. County of da of _, 19,, before me On this __ Y --__- and~ J --- --- appeared _ -- - - both to be personally known who, being duly sworn did s9y that he, the said _ is the Mayor, and she, the said _ -- - is the Recorder of the CITY OF TIGARD, a municipal- corporation, end the said and _ acknowledged the said instrument to be the free act and deed of said municipal corporation. IN TEbT1MONY WHEREOF, I have hereunto set my hand and affixed my official scut, this the day and year in this me certificate fitst written. Notary Public for Orogon My Commission Fxpires: F• �h�r •hRo'/ O uQ b)� \0\��Op t\�r �--a'K`t U U 1' v [•,• S A �'�C3 on 'lcy Rl W�� E _ i.�O •.tt,, h'�y i r G `�' -.�'�'—N q O CT" �p C�� 0 ,yi'� � `: �r! ••��tnt0 � OgrJgt�t ,• , J U U`a "E' /./ Ab Ap9r�) � \y ^y OrSY .� +y � .r1 'P� t%•'�' (�'�k c•'�� V. Co.IV n ? •t� S+ M •� n^ �t1 y�!� �i P ' ,2 �h 's O Q `1J"`a Mo0,4E,ib. �, .y1 •e �. Obi 9 � ��,� to m t1y 1.0 ro !� Cl Ej a.Op• /.� -0 O (+', V� ,VV -• ` •W C6 0o G)t` Odd pe r At�j` /egg y �1l/ •V 9p V/ v �' N +� A l5 \C7%4 •`�, < Q Wk 01 Ct .� p f✓.+ t, car Z%f h �n • L7 r it �� i ty.' 7,m o •�{ G v F U :_ )h h' -p tl•"rIg SSh �ZIY / t) < H O �' Or U`a6 jf r .1 �.._ - 6• .! \fP 7% o S•*�/'- 'F V "1 oy.o+ <t�'.').''co�t;;"� G �! 'O p7'Sol n g'f''b y't• oyc�pCi°-•.2,s�� 10,.E '$� �1 F• � 1 � R1 �f+ N V /I:x1Jtt. 1;(oi�., � 5p,.'•r9• (a) a •to p �C�, i cl meg: •� ((yy) t solrwry Ul w ,d.rah M.�,Ct, 1,lAN ,1 Ih Q ^01 % Z t rz i Vti A i u_tu _._...�._�-r !1 5.0') ED N 9� tJ 175.00iqy .;'\•c+ ti 0 as Lt GJ IOS.OA �f SOG 0 a :L Gel ' 1 Y�/� �'<1 °'`CI �•r 1Q OG 55'21'oO4 8 • c.�� , ri U �1 et U`i� 5 �� O� d ' ;; 0 Q O �1 'cp tK' 4,{ �1� r, t4 to i• r 1 \09 Ot •A fn C)4 d' 14 N z .gti �o\J' Oc`\;%`'i ury n r. 1\\2 C O \Oh' OV` T. ^ e s �''11 g h f�' �i- 1 7 t5105po O d X3.01 • r�, 5c a �nlr O _� '•,� O wh e r• ;� sh O %r• 00 S G) ai o"*t VZ p�.`V; '0'i f� � •S,P'tt, tips;�4•,��ax ••-: 0 ,•� � � `� a, r r,i �� f C) h30 t0 e�, OAC 0 U 00()`1 n A5 gZRj'i fn J, i. o.�� tJ •� � ..rC\o, r.•; .y Pts L4 A 4Sn LO.ri N P•• to c4 Mp �. t- ••:1 �4 v',�g h ��`' - -- - f00Y WISE �c ,00 P+�1 0057 rl 00v/ vst�`,A�I.'gtsr.w O p „ �` •i, a �t y. ' fir yR �, ^ry o •r 0 A i N O U 1 v� 0o�1 c, ty _N � cl s g tt$ ti10 ui r \h� p \0h� , �s Sr, tol L t01 Y vi n ri U T\ ',c� �00 's •-tea-.:--- a R '�, b �00 � 3 �s vy ;� LALS� Y, h\t;�:_ ups:• N f Ln 14 NNS°' A tri "M' ry ° Np. � O OyiOJsty Y qa�,-n �M100ui o = a, u+ T + U `'_mlcc,r as �M•FC,t d 4 t9 vo'oot p Oct 40 In \� Y, 6 2 q„ J , •.. r ... �) ' "cN ,A.�r,s_LLS M fi W o, Vin, V � t � � IFot 00 V r N •C 8 P xi Q a rf 00 011 00' � � r U O �, =�• e ; .1 •� N rl \UA fy N 00� 6`r, tip, � �•� .. � t-i�r 0 30 pip � bd U fi \ �. � C� N h ♦Q AC V1 • + • ± M 00091 —A- wG0`s91 M it./O.nN _Ont _- .0 r r x., „:.gu . vaa Irlu9ekJiurw.iarRrdtxwYrlaalMNewaWAkAYanS�w!9'iM �d14, 4ga, •..�y�pyy '.�',`;� • wY y INSPECTORS Caw May 14, 1976 Re: Englewood Phase II - sidewalks Dear. Sirs: Enclosed please find a copy of the letter sent to Commonwealth Properties requesting an additional three foot (3' ) sidewalk case- ment within the cul-de-sacs of Englewood Phase II. Due to the increased radius required within said cul-de-sacs, it is necessary to obtain an additional 3' to maintain a uniform sidewalk location throughout the entire project. Therefore, all sidewalks in Englewood Phase II will be 5' wide, located with the back of the sidewalk 8' from the face of the curb. Please contact this office if further clarification is needed. Sincerely, J f Leonard V. Cook, Jr.( Public Works Inspect( LVC/fs QC?I►Y May 13, 1976 0 Ernie Platt, V.P. Commonwealth Properties 3800 S.W. Cedar Hills Blvd. Suite 225 Beaverton, Oregon Roe E;n„lewood Phase II - Sidewalks Dear hruiee As per our telephone conversation this morning, I am enclosing ten (10) copies of our standard sidewalk easement form for your execution thereof. As I mentioned in our conversation, an additional three (3) foot easement, for the purpose of constructing, sidewalks, is requested for lots 1.07, 108, 109, 110, 111 and 112 on S.W. Schollwood Court, lots 131, 132, 133, IV4, and 135 on S.W. Ashwood Court, and lots 141, 142, 143, 144 and 145 on S.W. Glenwood Court. Your coopsrat. .,sn in this matter is greatly appreciated. Sincerely, Leonard V. Cook, Jr. Public Works Inspector LVClfs cco Jack Mattis, Waker Associatea Clint Hewitt, G.T.L. John Miller, Tigard Water Dist. Jack Thompson, P.G.L. Jack Mills, Northwest Natural Gas Encs 0 (b) APPEAL OF PLANNING CowJISSION AC'rION - Michael I Sclierr. Appeal of Planning Commission denial of ipplic ion for a conditional use permit on the property lor.at at 12760 S.W. Pacific Highway. (1) Public Hearing Opened (2) Stalc❑rent of Facts by Planning Di - .r.t.or (3) Public 'testimony (11) Recon;nendation of Planning Dice for (5) Consideration by Council 1 1 . ORDINANCE No. 76-_ AN ORDINANCE ENDING AND SUPPLEMENTING CHAP'T'ER 10.28, OF fli - TIGARD MUNICIPAL CODE BY ADDING To SECTION 1. .28. 130 TO PROHIBIT PARKING ON ALL TIIAT PO `TION OF S.W. 69th AVENUE LYING SOU' THERI,Y F S.W. PACIFIC HIGHWAY, DECLARING AN F'MFRGF CY AND FIXING AN EFFFCT.IVE DATE. (a) Rec&ffnendation of City Adm istrator 12 ORDINANCE No. 76- AN ORD NANCE AMENDING ORDINANCE No. 69-76 AND R PFALTNG ORDINANCE No. 72-64 BY PRESCRIBING A 14E 1SED SCHEDULE OF AU,mOUZED RATES AND CIIA ;E5 FOR 'TAXICAB SERVICES: PRESCRIBING AN .F'FECTIVFI DA'Z'E AND DECLARING AN EMERGENCY. (a) Recommendation of C1 Administrator. 13. ORDINANCE No. 76� _ N ORDINANCE AMENDING TITLE 16 OF THE TI CARD LINICIPAT. CODE RELATING TO SIGN RE(7,ULA'rl )NS, PROVIDING FOR PERMITS FOR AND RFGIILATION OF TEMPORARY SIGNS. (a) Rcr.onunendation o City Administrator i 1 R BOARD ACREEME'' - regarding, street cutting (a) Recommendatio . of City Administrator t r!;l 1.;•1F:NT Wi'I'Fi SO 'rHFRN PACIFIC RAIt,ROAD - rrg,7rding 11unzikvr Street Crossing (:r) Recommends ion of legal Council i h. i i 1!(,11 1 CATION ' 0 EXECUTE CON'T'RACT WITH B.O.R. FOR COOK PARK I)I:VILOP?1EfIT P ASE It. Recomm )dation of City Administrator. j e-, 17. rAXPAYER L F0kMA11ON rel(<(MStiloN �^ . +-'' � �"o . -"1A. ACCEPT SAN1'rARY� ;E1IJR FAL.1'IENT - It.h A, (a) Recommendation of Cily Aolministrator, 1' '00 3 - Council Agenda - April 26, 1976 (L"' A1'I'ROVAL mF ADDENDUMTO CASH BUND ESCROW AGREEMENT - Englewood II Subdivision (a) Recomendation of City Administrator X26:"'" ACCEPTANCE OF TWO EDESTRIAN & BICYCLE PATHWAY- LIMITED USE EASE1,11ENTS - Englewood. (a) Recoannendation f C.ily Administrator -APPROVAL. OF SANITARY S WER CONTRACT AGREEMENT - Eldon R. Manch, 13185 S.W. 115th Avenue. (a) Recommendation of Ci Administrator 22. OTHER (a) B.O.R. Applications Stat s Report 23. UNCLASSIFIED PERSONNEL DISCUSS N. 24. ADJOURNMENT 6 I Page 4 Council Agenda - April 26, 1975 i ;4 °j (a) City Administrd recommended that9-0 t:em be i, _d over to allow the Park Board time to make a rr-c ation .end to allow further consideration of local match ability. uncil concurred in recommendation. 18. ACCEPT SANITARY SEWER EASEMENT - Englewood II Sewer Extension (a) City Administrator recommended Ccuncil accept sanitary sewer easement. (b) Motion to accept sanitary sewer easement - Englewood II Sewer Extension; Councilman Cook, seconded by Councilman Wakem. i ,,... Approved by unanimous vote of Council present. ORDINANCE No. 76-17 AN ORDINANCE RATIFYING, CONFIRMING AND RECQKfING CHANGE IN THE BOUNDARIES OF THE CITY OF TIGARD BY TA EDUNDARY COMMIF'SION, ORDER No. 894, INVOLVING LANDS OF 7310 S.W. FPRUCE STREET, SECTION 36, TOWNSHIP 1 SOUT140 RANGE 1 ,W EST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGONVECORDING EFFECTIVE DATE AND DECLARING AN EMERGENCY. (,a) City Administrator recommended Council approva . (b) Motion to adopt; Councilman Cook, seconded Councilman Moore. Approved by unanimous vote of Council pr ent. 20. ORDINANCE, No. 76-18 AN ORDINANCE AMENDING TIGARD MUNICIPAL CODE, CHAPTER 7.280 ADDING SECTION .28.130 RELATING TO HINDERING PROSECUTION, PROVIDI PENALTIES, AND PRESCRIBING AN EFFECTIVE DATE. (a) Police Chief Adams recommended .ouncit approval. (b) Motion to adopt; Councilman oore, seconded by Councilman Wakem. Approved by unanimous vot of Council present. i 21. RECEIVE AND FILE APPRAISAL, RP:P T SUriMISSION. (a) City Administrator d cribed pertinent points contained in the appraisal and recommendations ncluded in the letter of transmittal. He also noted actions taken toga - Ing fire insurance. Councilman Wakem received copy of report for furthre study and Indicated desire to be more involved in Insurance discus on and actions. 2^. arllEll (a) MEETINGS ty Recorder reminded Council of meetings to be attended in the roonth f April. (b) CLty Adm istrator reported the city employees had voted to disaffiliate themselVs from Local 189 Tigard Council 75, American Federation of State, County and Municipal Employees, AFL•-CIO and were now called the Tigard ..,,-- Employees Association. , lc) Cuu-cilman Cook inquired about the reason for manholes below asphalt on streets that had been overlayed. City Administrator advised that this was caused by lack of inspection capability that ezist6d several years ago. PAGE 5 - COUNCIL. MINUTES - APRIL 1.21 1976 .: .,. .... .. ,m�,,w«wowu+..�++ �pg�":�.u.,,•emwn,.,„:,,.,�..,,,k'rN�''n,�++a+,gm ;- lop .s-.w+wy ..........r�r.....w...r...r i..r.��.,...�,i.w' �W► CI'T'Y OF TIGAR® ORE. " . ENGINEERING DIVISION, M DEPT,... . FILE COPD PROJECT INSPECTION REPORT . _7 `,JO3 NO.,. PROJECT . TLE 'G -F�� a,&-7-54:7- _d- ll/oew_4�,�f'=T DATE: 3�"� +�-�`°c -- _ PR9GRi S^j I'�✓!�'GGi�� s ;z'V _� �•' /�/�s Z.,f7e 4,#ir R,jq3 fr t.2c:7 i .� l UG r�� L_f}•�� T-4 _hlr_L I'+' s Ai�7Yis �/"rir�'�'�'��f�Lcl� /. � �1�ot 1��_ •s'*1� NOT E S Poo. '7" t*r Air- iV�Cil�N r7' /-I- AC -I- 007':14- e.% T7�1t/ _ Ce�� 'rl'L•cr"io,t/ ACrrt�f!?' WEATHER INSPECTOR I .y�w.q�pW� r•we� .+r.r.rurra.w+�wvr.�++�r vr+�{�•«.w..rw.r.��•aa�W 1 CITY OF TI GA,R®, ORE. FILE COPY ENGINEERING DIVISION, P. W. DEPT. . LPROJECT INSPECTION REPORT;,::;„ iOB N0.PROJECT -----.--•-- DATE: PROGRESS : I> 1' � 1 NOTES :_ _� ---------------- I i WEATHER.- ro --_ INSPECTOR i. 4L Ore- VL-4-10 c or- C--L �4 ( h �I n B p la 7 �r 9tiGlt,IA► i I ADDENDUM "A" to the subdivision compliance agreement dated July 14, 1975, between the City of Tigard and Commonwealth Properties, Inc. Commonwealth Properties, Inc., desires to construct a sanit,ry sewer within the plat of Fnglewood II, which is, in addition to the improvements already contained therein and the subject of the above referenced subdivision comp- liance agreement. Plans for the construction of the sanitary sewer have been submitted to and approved by the City of Tigard. The estimated cost of this work is $8,500. Said agreement is hereby ammended to increase ;he amount icdicated in paragraph (2) by the sum of $8,500.00. All other terms and conditions will remain unchanged. COMMONWE TH PROPERTIES, INC. Ernest E. Platt, Vice President 1�4� & 21 ,&11x Fli�z eth B. Underwood, Assistant Secretary SIATE OF OREGON ) ss. March 18, 1916 Cnunty of Washington) Personally appeared Ernest E. Platt and Elizabeth B. Underwood, who heing duly sworn, each for himself and not one for the other, did say 'hat the former is the Vice President and that the latter is the Assistant Secretary of COM14ONWEALTH PROPERTIES, INC., a corporation, and that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that s, id instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and each of them acknowledged said instrument to be its voluntary act and deed. Befnre me: , j Ka hline Putnam My Commission Expires: Januar 13, 1980 CITY OF TIGARD ORIGINAL ADDENDUM "A" to the cash bond escrow agreement dated July 14, 1975, between the City of Tigard and Commonwealth Properties, Inc. Couunonwealth Properties, Inc., desires to construct a sanitary sewer within the plat of Englewood I1, which is, in addition to the improvements already contained therein and the subject of the above referenced cash bond escrow contained agreement. Plans for the construction of the sanitary sewer have been submitted to and approved by the City of Tigard. The estimated cost of this work is $8,500.00. Said agreement is hereby amrnended to increase the amount indicated in paragraphs (2) and (3) by thtf sum of $8,500.00. All other trams and conditions will remain unchanged. Principal: dank (.Association) (_U'1i;r1NWEALili PROPERTIE ,INC. AMFAC MORTGAGE CORPORATION A-V )c' Ernest E. Platt, Vice President Dale C. John Vice President Yiz,/Z- ALp"' �X lllft�eth B. Underwood, Eli abeth 8. Underwood, Asst. Secretary As t. Secretary STATE OF OREGON ) ) s;. _Aril 8th•, 1916_ ________ . . _ County of Washington) Personally appeared Ernest E. Platt and Elizabeth B. Underwood, who being duly sworn, each for himself and not one for the other, did say that the former is the Vice President and that the latter is the Assistant Secretary of COM14ONWEALTII PROPERTIES, INC., a corporation, and that the seal affixed to the foregoing i-istrument is the corporate sr!al of said corporation and that said instrument was signed and scaled in behalf of said corporation by authority of its board of directors; and each of them acknowledged said instrument to be its 'voluntary act and deed. Before me. i;,ithTine nam My Commission Aspires: January 13, 1911 STATE OF OREGON ss. -April 8th,_1916 County of Washington Personally appeared Dale C. Johnson and Elizabeth B. Undero-ood, who being duly sworn, each for himself and not one for the other, did say that the former is the Vice President and that the latter is the Assistant ,ocretary of AMFAC MURTGAGE CORPORATION, a corporation, and that the spa[ affixed to the forrgoing instrument !� the corporate seal of said corporation and that said instrument was signed and scaled in behalf of said corporation by authority of its board of directors; and each of them acknowledycd said instrument to be its Voluntary act and deed. Before me: 67B ne�utnam My Cormnission expires: Jar,,ary 13, 19801 CITY OF TIGARD SW W 7,?44 SPRY VG W004? �Wl V.-_- 9 0,5Y4 "z-0,00 ONE 0 �'S. ) /VH 3,,Oe LINE �9' 14+71.ZZHAZ4E4kV00,P 1_00A:, `-,ed 13 7 'R 7" hfZL WO 1.�;VPI A t J 0 0319 - gt ExrAIV 5WA5,qWr, r. ' �tu. ly RIA-f ELS 20_,j .90RIM EI—EV 2!1, 43 06- z Is p /0 1,3Z&411VE 4' (T) tiH 2 -oL-,ti5 Z.11WT '7 -54 2 -o- 74;� /0 12'1-..'F 5w HZLWI7, 2_ooP o /46 217 77 z) EL EV 214. 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A.MA1444-: .. .. ..I...... .... .. .. ......... ...... .. .......... .... . .. ... ......... .. .... ......... ...... ....... . . ....... ... .... ..... ........ ......... . ..... DRAW .... ............ ........ ...... ............. ... ...... AN** . , : .. ..........:... ....I :,:,...* N: ......... .... ........ A14i 4-12'W. r. Age/., .................... ........ . ...... ....... c-Ile 4w s ............. .............. ......... ......... .. ....... ...... .. ......... ......... DESIGNED ..... .......... coin CHECKED: �-k .... .. MOVED: W OF SHIS.. A ....... .... . . 7.) . ......... ...... e -,LF ENC OOD NO ......... .... ... ....... .. ..... ...... ....... ... .... ......... ......... ......... . ....... ..... ......... ...... . ...... 6 OF' 2 4& 7� NOTE: IF THIS MICRorlLMED 2 3 4 5 6 7 8 9 IIS , III 1 2 DRAWING IS LESS CLEAR THAN THIS NOTIC6,,17 15 DUE TO THF QUALITY OF THE, ORIGINAL DRAWING. QE 6Z 9L t2 9Z SZ vz cz zz la 0z 61 81 t 91 91 t,I c I I I I of _6 9 1- 9 C2 b E a I somas" 11111111111111!111 OVIUM E 24 19 9 2 __. � mrjF/. et 1 Commonwealth Properties,Inc. 3800 S.W.Cedar Hills Blvd.,Suite 225 Beaverton,Oregon 97005 March 18, 1976 Mr. John Hagman Superintendent, Engineering Division City of Tigard P.O. Bo,,, 23557 12420 S.W Main �eee-,j e--LA Tigard, Orcgon 97223 Re: Englewood II Dear Mr. Hagman, Enclosed herewith are an executed easement conveying to the City or Tigard a sanitary sewer easer"ient across lots 104, 105 and 159 of Englewood II and two copies of an executed addendum to the subdivision compliance agreement for this subdivision. These documents should complete the package necessary for final appruval by your office of the plans for the construction of the sanitary sewer to serve the prop- erty or, the west side of S.W. 121st Avenu( Please advise if here is any additional information needed. Very truly yours, COMMONWEALTH PRO"ERTIES, INC. Er+cast E. Platt ".•��` Vice President �' ,,,� Cf' a A LEP/kpY \ Jhe, Enclt sures40� 1 a tlrv"'m,1 r/4fntec'Mart�ege Pr,. tct: Englewood II Sew. Ext. Easement:Sanitary pl Deed Reference: YNON ALL MEN BY THESE PRL'SENTS: That we (I) -_ __.c0MMQNWE—ALT H PROPERTIES. IIIc 4. Oregon C Prp oration hereinafter termed grantor (a) in consideration of the sum of $,x.00 to be paid by CITY OF TIGARD, a mu.zicipal corporation of Oregon,Tiereln- aft.er termed the City, hereby grant, bargain, sell and convey unto the CITY OF TIGARD a perpetual right-of-way and casement as hereinafter described, together with at temporary right-of-way and easement to use an additional area hereina'ter described and designated temporary ease- ment, for the following uses and purposes: 1. Perpetual easement: An unencumbered perpetual dight-o—way and easement for the purpose of constructing, r.econstricting, operating, maintaining, inspecting and repairing of an unlergr.ound sewer line and appurtenan%es, together with the right to remove. as necessary, vegetation, folidg�, trees and other obstructions within the n_asement area, but ccserving to the grantors the title to the ?ands, sub7er.t to the easement, and the %ight to make such use thereof, except to construct buildings, i as will not interfere with the uses anu uzpcges of the casement; + said eis•iment area being 9--&t cor. -bfjp m+a'%A f sailaza-tom situated in the north- west quarter of Section 34, Township 1 outh,'Tange 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon, and being a portion of the recorded plat of Englewood II and being described as follows: A 15.0 foot wide sanitary sewer easement lying 7.50 feet on each side of the line between lots 104 and 105 of said recorded plat of Englewood II. Also a 15.0 foot wide sanitary sewer easement lying 7.50 feet on each side of the fellowing described centerline: beginning at the southwest corner of lot 104 said Englewood II and running thence N 69035'00"W a distance of 7.60 feet; thence parailel and7.5 feet from the south line of lot 158 of said Englewood II the following courses: S 29132"00"W a distance of 29.00 feet; thence N 67039'30" W a distance of 217.46 feet; thence 589°52'27"W a distance of 55.98 fret to a point on :he east right-of-way line of S.W. 121st (CRN2005); containing 0.11 acres more or less. I Together with the temporary right of ingress, egress, and- regress, ndregress, and use for sewer construction purposes, of a .conal lands lying parallel to, along theide and within feet, when measured at right englcf_the above described petputual easement area, ex r . ing and reso2rvinq to grantors the unencumbered endo , use and preservation of all struc- tures present up a premises. This temporary easement shall te�� o completion of the sewer construction work, at whpon request of tl,,- owner, the Citywill issue a e thereof. I L_j v mcnt �AA Should it be necessary to cut and remove any brush, trees, or other mr;tt-r or materials from the easement area, said brush, trees, or other m.itter and materials shall be removed and disposed of by the City and the t_ity :;hall leave the easement area in a neat and workmanlike condition. The City .ujrr?es that in connection with its use of the perpetual easement area end in in:;pecting, repairing, maintaining, or replacing said sewer line, the ri -v will Dave the premises in a neat and workmanlike condition and as nearly in the pre-existing state as practicable. The grantors do hereby warrant that they are the owners in fee simple and ';ave the right t,: grant the above described easements. Witness our hands and seals this ��f� day of _ 1� , 1976. (SEAL) COMMON E6LTN PROPERTIES NC. (SEAL) (SEAL) Ernest E.Ila�t ?�•,Vi President -- --- -(Slir:G) L� ut1<LfL�s'L!llfd><' _1r� ---jSEA.L) ror a consideration, the murtet.,(ta �ira°8,�htl ,UgtUygoe ,s@ilt,eAecretary prc)p(,rt:ios is hereby made subordinate to the easements above granted. f:),It:ed this _ clay of. 19 Mortgagee Title rnNM N•, 1L Ar1tN0WL9DGM%NT--CORPORAr10M. -. _.. -_� n.w«,.«w uw•utr.cs.,ro.n•«s.en. � STATE. OF OREGON, sa. County ofllashington._...................... On this.......1.7th....day o/..Varch......................, 19.75.., br/ore me apnenred Erne_sL..E_...F.lStt...................................................................................................................and C 1 i zabeth.B. UAderwnad.................................................................both to me personally known,who being duly srcorn, did say that he, the said.... Frne.&L..E.,11dit.____........................................................_....................-.. is the Vice rresirlent,and he,the said ...,.E.1.i.ZdtlB.th..B.....U7]d@.CWA.O.d..................................................................._. is the Secreinry Assistant,_- of........CQtl.40NIIEALTII..P..RO;P.ERT.IE$.,..LN.Q........... ............................................__ theµ-iOl n nnmrd Corporation,and that the seal affixed to said instrument is the corporate seal of said Corpora- lien, and that the said instrument was signed and sealed in behall of said Corporation by authority of Its Board of Virectors, and Ernest.E. Platt................................and .El.iz,abeth B.,Underwood--. ..................._.... ark.o•rwirdgrd said instrument to be the tree act and deed of said Corporation. IN TESTIMONY WHEREOP,f have hereunto eMey hand and affixed my official seal the day and year last above written. / Notary Public for Oregon. My Commission expires .J.ar)u4ry!...1a....1.9�0.............. i ,rt„ 2 .,TATE OF OREGON i )ss. County of ) On this day of _, 19 , personally appeared the above named and acknowledged the foregoing instrument to be their voluntary act and deed. Before me: otary PulTic Nfor Oregon A My Commission expires: ACCEPTANCE The City above named hereby accepts the foregoing grants and agrees to comply with each and every term and condition thereof. CITY OF TIGARD By: Mayor ;3y: - -- ---Cl Ly, ecor er STATE OF OREGON ) )ss. County of On this day of _ , 196 , before me appeared a- nuc — . both to me personay-known who,-being dulysworn d�-say that he—, 'the paid is the Mayor, and he, the said -is_iH( RecorUer of the CITY OF 'TIGARD, a municipal corporat�on, -and the said and acknowledgedtFie-sa13-instrument to be the--ireo acE-anQ-Teed of aaarcTin'un r.-ipal corporation. IN 'TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal, this the day and year in this my certifi xte first written. t3of-ar)FTu1il-fc--ror Oregon t`�y co`rrim-i"ssio`n exp r3-es---'---'-- Page 3 Easement IUAMIL o - / � r JA C 40 March 10, 1976 Commonweaith Properties, Inc. 31800 S.W. Cedar Hills Blvd., Suite 8225 Beaverton$ Ure4on 97005 Res 2nglew iod-j[r7 ' Dear Mr. Platte Enclosed please find four (4) blank "standard form" easements; the format of which may be of a help to you in preparing and \ PRcuring sidewalk encroac►unent easements (i.e. for those I:7Ln in phase I where mailbox cluster installAtion necessitated en. , )ach- tient of the walk thereinto). Aiso, please be advised that we have mailed the approved sever extension plan (i.e 121st Ave. crosbing) to your engineer, with certain stipulations noted thereon. The stipulation of most ...Onmediate concern being a need for you to submit a permformance bond "rider", amending the existing Englewood I bond. The "rider" ahould be in the sum of 1007. of the estimated cost of the -pork to be performed, as previously irdi.cated to you via our telepe101.16 conversation earlier this week. Your attention to the above matters would be appreciated before they get lost in upcoming phase III project concerns. Very truly, JS Hagman Supt. Engineering Division JSH/fs enc 1 e ccr file 1..G7v1�WtC ✓IWG;i ` u� rOpCr+ICS Zoe , X. , sLIt I �!ZZS -7 c�cqs Jr lc.•.aoo� � r�C 'G��r�� P1��S.� �,►-r,� �Ol,��- t;4> L71��K. //51 a ;nci� v-c� �o r ten_ ��s�,,,^�-....#'6 � ,h••C�e. �p r-w�s.�- e,� ,.��.I c� w�� y b� O� ►1G'� �b �b4t 1ti `JP C.��Y 1�� 0. �r1Cf 3C��hI•ter Gvrcrs9�c_{�✓KC-�T G �SC�t.tC-K_TS f �rC". 4I 44.1. /oFS /H �haSC I Lr6J/t�i/"C' I'✓1J//tlt>X C'/(.f.S7C/ /I9S //%0 ,Gh HGCc^,S/T.3T�t'� IMCI'O;PC hrNIKT e. Al ,` t C.C, I Z I ;� Ave. erlossr.na) Z✓1 &4v /c" c w I H rhea 1 C l 4 e r C-o vA S�1P-,,ztiov` a� w.cSt Ivtiw.0 I -� E: Cav\cc-rV e-11L-� v'L e- G p y o�•� v S w 1�vH 1 „7 ( e-r cc, C Q b64A C-+o%.C1I A G✓�O�!�hJC?i C� ri. aQ�N1C� �,.�� s�,��.tl� L� ►� �.� sties... erg ioo� .�' wo r k -Fct b t p e,r i o r A i. 1�16 v 1 O� >t I y l✓► 1 4 t to 70 V I S )1.t V �14L GG'hk�IC..o^1Gs t�'v1 / G�rI�G/"' 4-Lk S we-a L • 1 Yo LA r e'Z+t e��v .�. L 4 �r `�Pwe.�t-a�e..k bt}or �•�.c7 �e.t �ns�- t►1 � �P�awr — , ✓ A I vNcl ale ti^e l, J. Sr 5��• �•-r9. �71v, Commonwealth Properties,Inc. General Account WL I.0005 Div. 000 nate12 011 030276 P�rUo Dept. Account Sub Acct. Invoice Number Description(limit to 30 characters) Amount 2043 25391 048435 Plan check fee Sewer �-x—"�___ 100.00 P P Detach before depositing Do not keypunch shaded area [�7D ❑ ❑ ❑ rr> 0 V iCX00 m 11 IJ Q � 4 0 �NC,$ o E- nra 0Q �-- a� r V% —16 3' S Commonwealth Properties,Inc. 3800 S.W.Ceder Hills Blvd„Suite 225 Beaverton,Oregon 97005 March 2, 1976 Mr. John Hagman City Engineer City of Tigard 12420 S.W. Main Tigard, Oregon 97233 RE: Englewood Dear Mr. Hagman, Enclosed is a check in the amount of $100.00, for the plan check fee for the extension of the sanitary sewer to the Englewood commercial site. An ammendment to the subdivision agreement and an easement between Lots 104 and 105, Englewood II , will be forwarded in a few days. Very truly yours, COMMONWEALTH, PROPERTIES, INC. Ernest E. Platt Vice President EEP/kp Enclosure r�lxnAttc Mni rga,ir -oto c us ..... ........ tIR 1 f.. TON COPY ALL f.N _ pR©R:TQAA APPROVAL p THE. —P ,'N$ . . P[3tilt�{C. IKQ..D.��'t� P�Aldt....... ..... h ...., v.•,,. _... DATR N w. tWURAl DATE : �' u: J��• q q , tit y . ... __.._ .... :..,....,. ......... ..... ... ...... ;.... ... ......... V I S 1 O N S A V DATE ..... ..,:. .:j .:,.... ...... t< G'ITY OF TIGAHU ::,. ....w..... X0+1 rte. K 5_ S H E E T ori E_ A�/ DRAWN f„Jb it DESIGNED 1 _. _ ��,q IL .... ..:.. .. . .... CHECKED APPROVED: /h ! of SHTS. u UNIFIER SEWERAGE AGENCY OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 1503) 619•8621 BOARD OF COMMISSIONERS Joel Wesselman BURTON C.WILSON JR.,Chairmsn Oanoral Mangwr VIRGINIA DAGG Room 301 RICHARD C.HEISLER RAY MILLER ROD ROTH February 12, 1976 RE�FIUE� "Ea a 17 1.g�F City of Tigard CITY OF TIGARD P. 0. Box 23557 12420 S. W. Main Tigard, Oregon 972.23 GENTLEMEN: SUBJECT: Englewood Colmnercial Enclosed for your file are three gets of the construction plana on the above-referenced project which has been approved by this Agency and the Department of Environmental Quality. Very trul yours, a Lngineering Division Unified Sewerage Agen 4l- 7 2-4;i �: <r. : DEPARTMENT CSI: FEB } � 1916 F.�, � ..,t.; 01 _ ' Cay Of ENVIRONMENTAL QUALITY TIGAR 1234 S.W. MORRISON STREET * PORTLAND, ORE. 97205 O Telephone (503) 229-56096 ROBFRr W. STRAUB Februar�� 1,0VERN0R ,/ 3, 1 9 J76 Unified Sewerage Agency of 'Washington County 150 fiorth First Avenue Hillsboro, Oregon 97123 RE: S - USA ("Tigard) ATTE(JTIOM: MR. CHARLES F. LIEBERT Gentlemen: We have reviewed plans for proposed construction of sanitary sewers to serve the "Englewood Commercial " project located within the Tigard system. This project is herewith approved subject to the enclosed stan- dard provisions. Three sets of plans submitted are being returned bearing our stamp of provisional approval . Sincerely, LOREII KRAMER i ector/ Harold L. Sawyer Assistant Director Water Quality Division LJK:rgn enclosures cc: City of Tigard Waker Associates, Inc. Portland Regional Office, DFQ Uashington County Health Department DFQ I ti r Ac +c; CCti :.::.: .:: ,t:::.::•:.:: .......... ... I U-S.A. - D.E.Q. COpY :::::::..........'.;.. ;.....;.,.;.... .._ A11. gpACEs MUST BE ENDORSED TO APF'RUV.RL Or;'1H 5 �1-A�dS Pl�t1L{•C tirrttK G:"P t. �y _ -..:... arc ;.. .w. St of o.El. f UEPAftI'MENI OF FIVVIkUIVMI LAI QUALITY (N �tff'CY1Np 1C CY —i,. ."77777i Illi T L71�TA...1 ,i- �s '. •' PPR y r :.::.. _ WATER QUALITY IV'TR, , t�"d1' agr4anA.IF t..l F H — ; on FEB :1 19�fi ��.�� U tp.A dafq , M.'W: MP.rUciAL G.A' .. ..:. VATIM; Y. _. OAT It T. R. r n . R 1�4_1'S E O N S , Y DATE vi i ct ... .. S T JOS Ne. 09109- H E E Q w krllr}.frf>y.a (:�)! rItr :: CITY. OF ;T1GA�D..•: o AwN, ...... .... DEsroNEo:,� C J �.... .. CHECKED+ MAC W S ....... ...... I APPROVED, AZ Of 3HtS. V At T�W ri TJE ew IV 1,A.J6 e,� 7-'A-p.).4')Y tom- IN k 17A fz- reill i At j, L)10 t A,C. B T -13--S) Lee L.�re' �j 'Ile t�T Z,lr) 14 7WT Yi� w"'A4"'4A A December 5, 1975 Commonwealth properties, Inc. 3800 a. W. Cedar Hills Blvd., Suite 225 Beaverton, Oregon 97005 W Atts Carol Keister Res Englwood ii Dear Carola This is to verify, as per your request, that a municipal sanitary sewervge system, subject to regulation L�y the City of Tigard and Unified Sew+er,,ge Agency of Washington County and the public ULility Commissioner of uregon, is available to each lot at the lot line of each lot, meeting the requirements of the Lnv, r.onmc7tAl �,,uality Commission, with capacity to serve all lots in the subdivision per this date. 1 hupc this lette: olves . .c problem by r_iar! yitig the matter for the :tate keal Latate Division. Very truly, John 5. Hagman Supt. Eng. Div. JSHImss December 3, 1975 Commonwealth 13rupertise, Inc. :3°CJ 3.W. Cgdar Hills Blvd, Suite 225 !?As,jsrton, Oregon 97005 Attnt Mr. Ernie Platt QAt Englewood 1I ,)gar Mr. Platt . This is to acknowledge, at the request of Mr. C. Hall, that tho fret lir ; o! ,;*Co paving, in said protect, appears to Uo satiora::torily placed. Upon completion of �he final (ovitriny) lift we will be able to make final iospec,tiun or the psvorinn' work for approval thereof. I Dory truly, J.S. H©gm3n Supt. Cnginaerir.; Div. JSH/fe cc: File C. Hall � 0 �A UNIFIED SEWERAGE A(;Ei4CY OF WASHINGTON COUNTY ADMINISTRATION RUI[WNG - 150 N. FIRST AVENUE HILLSBORO, OREGON 97123 C•03) 646 6621 BOARD OF COMMISSIOMFRS Joel Wesselinan BURTON C.WILSON JR.,Chairman General MoneWr j VIRGINIA OAGG �� ' Flown 302 RICHARD C. HEISLER RAY MILLER ROD ROTH December 3, 1975 i City of: 'Tigard I P. 0. Box 23557 Tigard, Oregon 97223 Attention: Bruce Clark, City Admini.strator Ccntlemen: I SUBJECT: ENGLEWOOD II In response to our phone conversation yesterday, I am enclosing the sewer availability request received from Commonwealth for the above- referenced project. For your information, I am also enclosing a copy of my letter to them. l Thank you for your advice and cooperation in this matter. If I can be of assistance to you in any way please call me at 648-8621. Very truly yours, i Don Laridon Division Engineer i DL:vr Encs. �'% OF _. WASHINGTON COUNTY ADMINISTRATION BUILDING--- 150 N. FIRST AJENUf HILLS MO, OREGON! 97123 (501) 648 8671 Joel Wesselman General MenaVer BOARD OF COMMISSIONFRS Roos,302 BURTON C.WILSON JR.,Chairman VIRGINIA OAGG RICHARD C.HFISLER RAY MILLER December 31 1975 ROD ROTH Carol Kei.sler Commonwealth Properties, Inc. 3800 S. W. Cedar Hills Blvd. Suite 225 Beaverton, Oregon 97005 Dear Carol: SUBJECT': ENGLEWOOD I1. SUP,DTVISION - SEWER AVATT ABILITY The Englewood II Subdivision is located in the city of Tigard and I have, therefore, forwarded your request for sewer availability of November 25, 1975, to them for verification. The City will correspond directly with you on this matter. Bruce C1.ark, City Administrator for the City of Tigard, assured me that lie } mhis immediate attention. lie woldlike foryoto contact if you would etherquetions him at 639-4171. Very truly yours, I Don Laridon Division Engineer D1.:vr cc: Bruce Clark ✓ City of Tigard wt� ( ( t r Commonwealth Properties Inc. 3800 S.W.Cedar Hills Blvd,Suite 2" Beaverton,Oregon 97005 November 25, 1975 Mr. Stu Cato Unified Sewerage Agency 15o N. First Avenue I-1i l l sboro, Oregon 91,123 Re: Englewood II Dear Mr. Cato: attention a letter verifying the Would you please send to my availability of sewer service to the above subdivision. To be acceptable to the State Real Estate Division, the let arm. must use the wording in paragraph 5 (f) of the Also, please sign and return the enclosed DEQ application for Englewood II . Thank you for your assistance in this matter. Very truly yours, COMMONWFAI.T11 PROPERTIES, INC. I' Carol I�'ei st.er ck/s Enclosures I A:•wm of �r'rtc Mortgage a • 1 A 17'•,1' I I r A 1 1 l I l t I I I III PA171III N1 n1 1. 1; v I ru !1Hi I I A1. 011AI > > Y I or, I VALOA.1111;1 1!I N13 (11 '41114111111 V III I'i:lll it;1 1) 1I UUL III!.I'•1'11 III%f1;iPiln'1 111 I'AI',II r.ltf,nr�1 1717 1'I.rf or -"IV' Glvn,n•1;r ,.t( Si(ra an I:'•LiJ-it A) � ,� F '34; ^l , .1_ I::r, J11._: rr..,r,r;r of _.Washington._—_, o-W.111; Tdx 101 z f - ---._ �..___.��'t niap_a _acted -_._. .__--__._ •".------------- —.-. -.. -,• v, PCItr05111 usi or PAIN,(. fl:I::iLI.'1liJAI. - f1Ni:.'It (5P1:C11'Y)1 PCCsrntllY ntsl;.!ogrn I".!In 11511 1(1;11116, At�n I1h:IC Of II!SiG+IATIUf AGENCY Residential`_ _-- I'it6i'k rn 111;111(111 or sl_!.':InC n15?OMI_ fCl:.:rk cite a1!d ilvuirle Rcq:u)cted lnfet^-atinn) ( ( ►:XL':T1_� 84'.:!'1161: AY.;11,9 n'uet $5 for ono Intl 210 for two or r,cnr Iota) f1) 11)r:oi i.I locstad within t:lr bounr'nri.•o of void can he prx•id.+d cc.:ran- rcruice by thn fol en,en,-'fy tahich rl:-an n,:d op.v'atrr a ceWcra;te r.vr.trr,: Mama of r..:tit . _jni fied__$e_yderage__Agency.,gf_�Ja�hington County Sic(c••n hlcntifi: irnI iteon _Trunk Sewer Address of inttalr ._1.5Q_[J._First Avenue. �— City, zip ro,ie _ Hillsboro Oregon 97123. ______ f2) Preerrlt acatua of 4rwrr or acv:r c-:cnriata to rorve p:rrrclr ' fa) Tiara for r::vro f haus f ) t:afre iter hn•n l'r ,.are, (b) Plane for revepa t x Lxlc f 1 ).zut rnt lrrn n air 'ourd lir D 7. fc) :rwore (X i:]ve 311' 4 not bear ir:ctniled. I , f3,1 .,^f.IT! .^:•TOP C!R.T7TIC/.:':Oil RY S!:k?.111. 7 LS'.^if f CC,!.k f.",rl:ur.:te sfn;sscrtt nt,r lin attacl:rd if n:'ai la4iC). I As reprc,.rnt ativu of the owner of thr srw..raae leyatrm na:,rd !n (1) ,1.3vu, I hereby ccrtity that h.•.arrarn ;ervfce trill he prnvirtrd for thr Shove desc•rfhvd ).arcrl, t:r.t rald rtr,.eraye ry.tmn has caraafty to acrvc the, r.arrel, and that the -11-vr inforratiun trlailvn to the statuq of :ueh Sr:wcraar•arrvic la eortt•at to the bort of my knowlc•rlge. i Sipratura of ficproncntativo4- ' -----7 �,,�l1G SU� . TiL1c ��14 � l Date ( ) tt,wvortu_!.:r _'C:n•Ar.0 SYSrI;.: (feet $5 for me Iota $to to two or rore lots) Irac Di.; n1-J,:•Crcd the l,rr;oaed c%ctr", ! ... .:•ly in ra:tiI ? O ::o ( 1 Yrar on trioti) Nue Ui'n iarued a ti�ctc V'ir.;Iart70 P -it ,' , the innojed r•,r.trr,,? Is 'lo '"�" `- p ,f 1 Yes;)'et0nit �Jo. ( ( CUGSUITACh ._---- -` Shn;I lnra'icn of peri, •.'"caC c,r;, - , :•errems or. III" J,tat plan for each cite whirl) is attar-%Ce n9 t:+'J:fi,it A. For o , of Jour nr r•W.,- aitra, cttn.-;l on l.Thitit 0: 1. A 'n m;rnThic.)l r a of rin--r r.;n .1. ;'oi a dr.•n •!. 1.'otar tabt.e Z.�La rn l f. :ui:r.!r rc:rrca nr:d riirf.riLution ayctma darn ?. ;�iatir.r 17.11!::,:17^;'..,•,� ,:1.-i r:aZ „ a Iwa)tion i Spaclnl Inctructlont (({f btQ andror Ito rnntrArt .anent runt c—, a site inve,;tir.a!ion Inforr ;, rrlort can hr nivrn. To fAeilllate 511171 1n"rativation, )rep.irr •.•� (2) 1080110" trst }..Ae. at 1raa1. A it. deep and u !} apprxir,atedy 75 ft. apart (at the Kare al.proximate ground Surface clevatfon) at the sitr of Tech prop-red ny5tem. i Tent hni:s f ) )xve bean )r,,;•ared O t•ii1 be prclutred by I IIAVIJ A"KPrt-U 1.11 vi,•'11—t) r,(ll11I'7S Ion, FtC !1•!C')rli:n III Tilt: IIICT+UC-V,ia AtmtltI-t ren:: r,rrttrr•rtr•) t,•.:t ne—nY W:i►.11.sT 11-kM It;: I",,., i',,.I,r Ut L' 1L:..MI:':r:J, .>II;.),I:Y A fUr(Rr Or suuAull.ITY 0��'iIC ;hcrdC ul:' '1171. ;:!.'ince or 5t►:art 1'51-0!At. 1 :; 1ue Adwt: rLI•r4:cr1.. llmr:•, of A;,l.rt,•: : Commonwealth Pro erties ,: /drtwnMa nr A,, - •. !3800._SW Cedar..,.1. UIs Ql vd"._.2.25 Ass_i.s a t_.Sl.i..c.e_ ares i_den ctt., L'Infe, ?::. BOaverton, Oregan 91005_ 1'J,�r,,•: ...,..11.1.1.11.1.1.,..... 643:4894 ntr .......................................... ---'' t125/_7..5.-- _-- . ....1..11//11111///.111/////11/1111../I//1/1/1//I.M1 Co:lmvntr enl wren^.•,0.,,..„•, hn•.r4 oa •n' :rf.rr tr Inatlon f trrp or rontract AnrntI ' I i A November V+, 1',15 17azhin1;ton. County 11ca 1 th Dept. Courthouse Hillsboro, Ore4on 'i7123 Atts 1•ir. Milks 'j',mdburt;t lies ►,"nglcl,00d iI :;u d1vL,1on Pear tir. Finrlbur�;t At the request of tSr. urian Wei;jart (sfiid prcjcct engincer), this 13 being !orwarded to you to cwiflrr,► that all sanitary scr;cr main lines, within said project, havit been installed and have pc�scd the required ai: test. Very truly, J. S. HaLman Supt. rng. Div. J,:11 s Ills ccs 1,ui:ruy-VcComick Env. Cr6up .s f 'I: t.' = .t hLic "earings: Courcilman Moore; sr-_conded by •'c,;�cilr,:3n A3r•khurst, AIErc.-d by ananirnous vote of Council . 7. AFk ROVAL BY COt7NCIL AND AtimORIZATION OF MAYOR AND RECORDER TO FXECU'I'E: ,/ (s) City Administrator syn--,psi2ed the following documents andrecon ,ended Council 3pprcvals (a) Sanitary Sewer Contract Coera A. & Jake W. Cutshall, 12670 S. W. 68th Ave, f Roger P. Grahn, 14195 S. W. 112th Ave. '-/(b) Terrace Trails Storm Drainage Sewer Easement Fred E. Trueax and W. A. Began (2) =�(c) Terrace Trails Sanitary Sewer Easements Leta J. Fritz (2) ' Edwin B. Gause Fred E. Trueax and W. A. Began (d) Gevurtz Furniture Co. , Sanitary;-9ewer Co-T)liance Agreement Gevurtz Furniture Co. , Casn BPtad F,sr_row agreement (e) Tippitt Place Subdivi.sioanitary Sewer Compliance Agreiment of of n of of Cash Bond Escrow Agreement ,f �� Sanitary Sewer Contract r Sanitary Sewer Easement i' (f) Englewood 2 Subdivision Utility Easement Commonwealth Properties (gr "�wgYTfPFceptor Sewer Agreement (b) Motion to approve Councilman Moore; seconded by Ccuncilman Barkhurst. Approved by uranimo vote of Council present. A. ACCEPTANCE EY CITY COUNCIL - S, W. Hunziker Street L.I.D. Street Dedication and Slope-"-S lope Ea\ement, ichard W. & Anna S. H( mer h (a) Motionto accept: Counc{ ; seconded by Councilman Moore. Approved by unanimous vot �il., \ )0 9, RESOLUTION No. 7554 - RESOLUTION OF THE `IGARD CITY COUNCIL ACCEPTING THE PUBLIC RESTN()0!1 IMPROVEMENT CONSTRC,C D WITHIN JACK PARK, IN THE CITY OF TIGARD, AND AUTHORIZING FINAL PtivMkNT THEREFOR. (a) City Administrator reported work has been corhpleted in accordance with Mans and y specifications. Resolution accepts the In.arovevent and authorizes final paympnt. (b) Motion to adopt: Councilman Moore; seconded by uncilman Barkhurst. Approved by unanimous vote of Council, Ly is PAGE 2 - COUNCIL MINUTES - NOVEMBER 10, 1975 )3. Deed Peror(,nco: K1011 ALL MEN BY WESM PRESFNTS.- That we (1) MWONWEALTH PROPERTIM INC. berninaftior termed rfrantor (s) , in consideration of the sum of to be paid by CITY OF TIGARD, a municipal corporation of Oreyon, here- inafter termed the Ci Ly, hereby grant, bargain, sell and convey unto the CITY OF TIGARD a perpetual right-of-way and easement as herein- after described, I-e-It-04er. ;44h a 4PiAp9i-.-Rr-y r-4..joln Faf way inA emenb- an �?ishai;APM4!, for the following uses and purposes; 1. Perpetual easement: An unencumbered perpetual right.-of-way and casement for the purpose of constructing, reconst:ructing, operat.,iny, malneatn- ing, inspecting and repairing of underground utilities ties and appurtoninces, Logether with the right to remove, as neces- !,ary, voyeLaLion, foliage, trees and other obstructions within lhii easement area, but reserving to the grantors the title to the lands, subject to the easement, and the right to make such use Lhoroof, except to construct buildings, as will not inter- fere with the uses and purposes of the easement; said easem,nt area being 25.0 fret on each side, when measured at right anyleg, of Lhe following described center line: 50. 0 foot wide utility easemont for storm drain, sanitary Sewer, telophone, water and pa-ior and gas. .S0.uaN, in the north half of Section 34, Township I qotjf.h, Ran9r, I West, Willamette Meridian, CiLy of Tigard, Washington CounLy, Oregon and lying 25.0 feet on each side of the follow- Ing described centorline. Roginning at the center of section of said Section 34 as shown in -ounty uurvey #14,603, a 5/8" Iron rod with Murray-McCormick .iliniinum rap round, said point also being on the centerline of 5.11. 115t.h Avenue and run thence on a tangent 200.00 foot radius cuTvc left; thence on said cui--,,e through a central angle of 40* 3010911 (chord bears N24*50155"14, 167.41 feet) 172. 80 feet: Lo the find thereof; thence N49-36' 00"W, 52.56 feet to the beginning of a tangent 200.00 foot rad; us curve right-,; thence on said Curve through a central angle of 46*37'00" (chord bears N26017,30"14, 158.27 fret:) 162.72 feet to i:he end thereof; thence N2059'00"',I, 236.50 feet 1-.o 1.he beginning of a tangent 300.00 foot radius rurv(s left; thence on Said curve through a central angle of 37*30100" (rhoxd bears N21'44'00"11, 1.92.86 feet) 1.96. 35 feet to a point on f:he south boundary of Englewood it containing 0. 94 acres more or less. QQ-f Z8 1975 Cily OF TIGARD N•' �2L ei �YI JNNCo0V YY.r noa°jfit4a�aS � is uQ � ''i . • ��..�.. •�:' y ry So �� Tm y.IN �• 3 N1 L %AadJW OwO N•�IY I.D Op +' y`��`, 7 /M p 6 d UI • �. `5�.tiY'v__ �/ q jNykzlSpO aQ� i• 'nN, '• ry ••••�_� •'�••••,••,'•'• ' i 1' �p Z 411_ 1.-� .l I�` •• lx. ( � qH0 ?WW Z4 a+mni0 T WR ( 1 C.. �1J -1 NOJ W Y NNW ZJ 6 ..'' \• _ _ .� -- ' d THS 4 VVW W� Yip 1'T J WU 1 g�q 1-qg� pi1�s 0 -1d .I• - - ' .�, d � � �s�1: 6Y�F 3dJ �NTUN r ,14x. \\ 1 J = �, Sa 1'•, ,1 1 11, !i✓ ��'l//I'.�� S.L:�li iti , 1'1111 y. 1 7. ri �,• / / %('/�+� l: !,,,j� / C. f?Fits •.:'1� 11 y ((1«44 .._ /' ry•�'' •�i S 1 �,r.^ •� t � td yc: / C� N 1i8j L jar '+.-•1� Q O � � ,i1y /,'1/ s:,/ ,i' �� /, 7 } j• J'�' 1�;t}i`; 1 !I .. uj ul Y r CITY OF TIGARDr ORE ENGINEERING DIVISION, RW DEPT. PROJECT INSPECTION REPORT JOB NO -- -_- -__-- _--- PROJECT Till r' __ --7 rg_-e 6 G l _---- - --- - - NOTE S'- WEATHER: :WEATHER: CITY OF TI CARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT JOB NO. ..--- - - - -- PROJECT r r_ DATE:..__ PROGRESS . -- NOTES : WEATHER CITY OF TIGARD, ORE.. ENGINEERING DIVISION, PW DEPT. PROJECT INSPECTION REPORT JOB NO - PROJECTDATE: 2- �` ---------- --- --- - PROGRESS: 'VOTE S:.--. - - --_ _--- --- -- -- -- -- - --- � WEATHER; .rx��rr ewrwr�rr�/r CITY OF TI CARD, ORE. ENGINEERING DIVISION, PW. DEPT PROJECT INSPECTION REPORT J0B N0. -t--- - - PROJECT r r-. PROG (SS - /c __ lr w --• , . u_-xx�_. ---- ' NOTES : W E A T H E R __ �.,.1.��,Ga `�_ � t<et` .--- i _ — CITY OF TIGARD, ORE ENGINEERING DIVISION PW DEPT JOB NO.-. PROJECT INSPECTION REPORT PROJECT TI* DATE:__ 0- k4-?.r PROGRESS' NOTE S' WEATHER: IN CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW, DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT-F DATE: PROGRESS . NOTES : WEATHER OR INSPC � CITY OF TIGARD, URE ENGINEERING DIVISION PW. DEPT. PROJECT INSPECTION REPORT JOB NO.--,-- PROJECT O PROJECT TI1ter�nr+ -- — — DATF. _ .s• 7- _ _PROGRESS: -.�.a...��._._.u• Vii. Ste. ,..� � l cL� l L �`a'.1.�' �••c 12..�—�'�J-�u�_ ,, Y r ^r .n s_r•.w.wr�,�.swuw, CITY OF TIGARD, ORE. ENGINEERING DIVISION, PW DEPT PROJECT INSPECTION REPORT ----- PP' J E G T r . D AT PRO GR'_.Sri �il�./L.._(rsLLG.3.1 -�f----+'� NOT F S �,; r r_ :y. 1.a� !�__` .G .. 'es'"-` -��L-'�♦�'dt,�. - WEATHER r CITY OF TIGARD, URE, ENGINEERING DIVISION' PW DEPT PROJECT INSPECTION REPORT JOB NO. PROJECT TV zj DATE: PROCRESS' ------- NOT E S'--. '4EATHER, I N CITY OF TIGARDE ORE. ENGINEERING DIVISION, PW. DEP-T PROJECT INSPECTION REPORT jO8 NO. PR,OJECr-*F -------= DATE: PROGRESS , NOTES : WEATHER INSP IL". OR CITY OF TIGARD, ORE ENGINEERING DIVISION PW DEPT. PROJECT INSPECTION REPORT . J 0 8 N0 PROJECT TI - _ DATE' PROGRESS'- NOTES:- WEATHER: ROGRESS _NOTES._WEATHER ' *. IN www.�r.,.Rrrrf�r�Yy CITY OF TI GARD, ORF. ENGINEERING DIVISION a%N DEPT PROJECT INSPECTION REPORT Jt?d NC. . PROJEts7 _ DATE:..._.__ --- .�. .— -- PROGRESS NOT ES WEA'TNER - - — -I N S OR SPEED LETTER® City of li ard FROM Unified Sewerage Agenty P. 0. Box-M-537—— 150 North First Avenue Tigard- ormiann- 97223 Hilleboro._.Oragon _97123 SUBJECT___lJM0JW0_9d - Phase 2 W RIO FOLD MESSAGLT DATE 8-22 _19_75 h&va-matlad the ramisio in th_P__a_QVgqTg_fp,_renced I n J�d v but feel it is not necessary to resubmit to DEQ. 7L SIGNED44; REPLY DATE _19- 9 POLO IOPOLD SIGNED "JINAP-A-WAY" fONM 44.901 2 PARTS Wits"JoNts COMPAN't -Crlati IN V.c& RETAIN WHIIE COPY, RETURN PINK COPY I July 31, 1973 Ernest Platt, Asst. Vice President Commonwealth Properties, Inc. 1300 S. N. 6th Avenue Portland, Oregou 97201 Dear Mr. Platte At a recent meeting of the Tigard City Council execution was authorized for Subdivision Compliance Agreement and Cash Bond Escrow Agreement for Englewood II (Lots #1-*67). We enclose copies for your files. Sincerely, Doris Hartig City Recorder DHsms Ai-! !,AL PLANNING COMMISSION ACTION - CONDITIONAL USE REQUEST (Niiie-1-Nine 'Lowing Service/ Gene Dooley) (d.) Motion by, incilman Ba,rkhurst that a public 'searing be set for July 2.-, 1975, : )U P. M.; seconc d by Councilman Cook. Motion passed by unanimous vote. APPEAL - 'TIGARD WATE DISTRICT OFFICE ADDITION TO TIGARD FIRE STATION - DESIGN REVILW HOARD ACTION (a) Motion by Councilman �oore that a public hearing be set for July 28, 1975, 8:00 P. M. ; seconded by Counc.il.mart�Barkhurst. Motion passed by unanimous vote. 8. ACCEPT AND AUTHORIZE EXECUTIO SANITARY SEWER AGREEMENT - Joseph E. & June W. Poit_ras, 10515 S. W. Johnson Street, Tig d, Oregon (a) City Administrator advised Cou it that this property was located outside the City. They were experiencing problems ith the septic tank at that property and desired to connect to the sanitary sewer sys m and that by accepting and authorizing the execution of the Sanitary Sewer Agr menta Council would set up the conditions under which the connection could be made. nditions include non-remonstrance to annexation. , (b) Motion to adopt: Councilman Moore; second by Councilman Cook. -Apprrared- by_ Wanlmous..vote of G©u"il. 9. ACCEPT AND APPROVE SUBDIVISION COMPLIANCE AGREEMENT - EDIGLEMOOD II (a) City Administrator recommended that this standard Subdivision Compliance Agreement form be accepted and execution authorized. (b) Motion by Councilman Cook to accept and approve Subdivision Compliance Agreement and authorize Mayr and Recorder to execute same; seconded by Councilman Moore. i Approved by unanimous vote of Council.. to . RESOLUTION No. \thereofwas LUTION OF THE 'TIGi%RD CITY COUNCIL ACCE>FING THE PU9LIC IMPROVE- S CONFTRUCTED WITH PUBLIC RIGHT-OF-WAY ON S. W. 115TH AVENUE, S. W. GAARDE TO A POINT 857 FEET, MORE OR LESS, NORTHERLY EOF. (a) City Adminted that portion of 115th from Gaarde St. to a point .957 feet northerly mproved by adjacent developers as a condition of a��proval of their subdat the street had beer, inspected and the Public Works Dept. recomiendeCit accept the street. (b) Motion by Councilman Moore `'l;t at Resolution No. 75-38 be adoptel; seconded by Councilman Barkhurst. Approved by unanimous vote of Coci1.. 11. RESOLUTION No. 75-31) RESOLUTION OF CITY )L�OU`NCIL ACKNOWLEDG:ING RECEIPT OF TRIPLF MA.JUk?" , ANNEXATION AND RECOMrtt.ND FORWARDING TO PORTLAND METROPOLITAN AREA LOCAL GOVERNMENT BOUNLUY COMMISSION. S. W. Hampton Street Ann4xation. PAGE 2 - COUNCIL MINUTES - JULY 14, 1975 SUADIVISIOII COMPLIAHCE AGRF.EMI NT � 1975 v1IS A3REFAERT dated the /� day of g_ �� rr Uett�rnn the �CI1'Y��OT+' TIGACDonwealthcProaerties InOreunnd eegon C��rpfration termed the City , and ______________ _ __------ -- — hereinafter termed "Petit oner W I T N E S S E T H t , WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as _ ENGLEW00_D II (Lots #1 - #67) Tr located in the North half of Section A To,�nahip 1 South,«Range 1 West, 4i�llamette hterid an,Was ngton County, Or.nr�ont and WHERZAS, the City of Tigard Subdivision Ordinance requires the subdivider to install 81-.reets, sidewalks, street lights, storm 10%.rers, sanitary sewers, underground utilities and other public V facilities for the deviylolmnont and requires the payment of feels and E WHF.,REAS, the City has approved and adopted the standard specifications for Public works conattuction by APWA Oregon Chipter and the UnifinO Sewerag? specifications for the sanitary 813wor.s prepared by prr.°essional engineers for subdivision developments and WHEREAS, the public improvements required to be f:nnstructed or placed in petitioner's development are incomplete, but petitioner has nonethAlesI req�rr.sted the City to permit progressive occupancy and use of pcolx-rty to the s;thdivision, and the parties desire hereby to protect the public intorest g0ner.ally and prospective c purchnsers of lots in said su. idivision by legally enforceable assurances that the public improvements will be Installed as required and completed i ithin the time hereinafter set forth. NOW, 'THEREFORE, in cunnideratton of the foregoing premises and the covenants and agreements to be kept and performed by the petitioner and its sureties, 1'T IS IIEREHY AGREED AS FOLL01491 (l:) petitioner shall proceed with the development, with the I intent and purpose to complete all public improvewa nts except side- walks and street trees of said subdivision not later than two (2) years from the date of t1rJ8 allreoment, :+nd petitioner is hereby t,njled t.o comply with all 61.11:)d.ivision standards as set forth in said Subdivision Ordinance and the st.aridard specifications adopted the City of or as rWise teridldand tothe public public tJorks Depprmentand toeonly such tra such designs as may be required to conform thereto. (2) To assure compliance with the city's requirements and the II,rovisions hereof, Petitioner tendors herewith to the City a surety Ebond in form approved by the City, with liability in the aiiount of $ 271,910.00 _ a copy whereof in hereto attached and by this r.eferc:nca ma&e a part hereof. (3) In the e,rent that petittuner shall fail, neglect or refuse to proceed wish 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 Iproceed to have the work completed and ch+3rye the costs thereof against Petitioner and Petitioner's sureties and in the event same be not paid, �o bung an action on the said bond to recover the amount thereof. ?•i the event such action be brought, Petitioner and Petitioner's sure� •,�s promise and agree to pay, in addition to the ,,mounts accruing d allowable, such sum as the court shall adjudge reasonable as att<. -ney's fees and costs incurred by the City, bot$' In the Trial Court and Appellate Court, if any, or the City may, at i.ts option, briig proceedings to enforce Zgainst the Petitioner and/ or petitioner's sureties specific performance of the contract and compliance with the' subdivisi.on standards and ordinances of the City of Tigard, and in such event, in Like manner, the City shall. bet catitlud to recover such sum as the court shal.1 adjudge reasonable as and for the City's attorney's fees and costs, both in the Trial Court and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, has deposited with the City an arnoi,nt estimated to equal rental and maintenance fees with respect to the street lighting facilities within SECTION 2 of the subdivision, according to Portland General Electric Schedule #$91, Option B, together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $ 1 1, 57.74 __—. (5) The City rgrnes to make and provide periodic and final inspections and in the City's judgment are necessary to assure compliance herewith, in consideration whereof the Petitioner has paid prescribed inspection fees. (6) chs City agrees to install street ider' 4fication and traffic signs within the said subdivision, in coc. ,i(leration of payment in the amount of $ 430.00 (7) At such time as all public improvem^_nts except sidewalks ,nd sr.rret trees within the willdivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of the ; readiness for final inspection and upon certification by the Department (€ of Public works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance bond, if not already provided with the performance bond, form approved by the City in thcr� n,un of $135j952.00� to provide for correction of i any dofecve work or inaintenxnce I�ecomrng apparent or arising within one (1) year after final acceptance of the public improvements of said Sp TloN 2 by the City. (8) Upon receipt of certification by the jN?�partment of Public NUYks that all requirements have been net and a One Yeac Maintenance Bond, the City Council agrees to accept the public i:nprcve-ments, subject to the requirements for correction of deficiencies and maintenance for a period of one year ao hereinab,ve ret forth. (9) That in addition to or supplementary of the requirements of the City's Subdivision Ordinance and the provisions hereof, petitioner binds itself to conform to the following requirements, scheduling and limitationss A. N6nt of the Lots of petitioner's subdivision as above described may be occupied for residential purpog9� s until an occupancy permit is issued under authority of the City and no qac:cup4ncy parmit shall be issued prior to the acceptance of the subdivision and to the time that the sidewalk paralleling the st.reet for each developed lot proposed to be occupied, is installed as a psrt of the developments provided that I � uirrY d L the plans and subdivision code shall be installed throughout d rubdivisiun not. lalr_r tlian 3 years from the date of this Subdivision Tinprovement lroCt. b. All landscaping trees on that portion of ench lot between the public sidewalks the curb (parking area) as required, shall be planted and'in place prier to final inspection issuance of occupancy permit for each such lot In the subdivision. Pruvided that any .ndar month from October to April of any year, such plantings may be deferred until the t following growing season. In any event, all landscaping trees in all areas shall be nted and in place within the entire subdivision within three (3) years flan the date of s subdivision improvement contrset. C. A one inch asphaltic concrete overlay shall be placed on all'stre.ets within the idivjsion'within one year after acceptance of the public improvements by the City. d. Compliance with' all terms and provisions specified theretofor said subdivision' elopment by the Council and the Planning Cormnission of the City of Tigard, Oregon, . regard to variances allowed from.the subdtvision ordinance, conditions specified by zone use classification and, also, on the approved plats. The parties hereto hereby adopt the fuirm of performance bond copy whereof is hereto ached and by reference made a part hereofo and petitioner agrees to cause to have E d bond executed and filed with the City concurrently with the execution of this p eemenl at or prior to the time this agreement is executed on behalf of the City. The specific requirements of Paragraph 9 hereof shall for all purposes be included a part of the obligation secured,by the aforesaid performance bond and the City shall entitled to recourse thereto in the event of default on the part of the Petitioner with pert to any requirement thereof. IN WITNESS WHEREOF, Petitioner acting by ,end through its duly authorized undersigned jeers pursuant to resolution of its Board of Directors has caused this agreement to be cuted, and the City acting pursuant to resolution of its Council adopted at a meeting reof dul; and rogulgrly held on the JV., day, of ._J se. _ , 1975r eAused ,his agreement to be executed by its Mayor and carder. COMNWEAhTH YROPERTI �, INC. President By=_ter •=Z �� Assistant Vice President THE CITY OF TMARb, ORE(ON By t J ,e _� `� Byt�__� LLGC�' t4 -tr,,,Recorder 1 t I ! _ I II '-TA'rE OF OREGON ) -• .__. SS. County of Washington ) On tt.is 24th day of June , 19^75 _, before me appeared -- v^'r;2-(i.�AbJ]SS?Cl_ �_ _ and both to the personally known, who being duly sworn, did say that he, the said Dille C. Johnson _ is the Vice President, and he, the said Ernest-E. Platt is the Assistant Vice President _ of COMMONWEAL H PROPERTIE INC.._ the within named Corporation, and that the seal affixed to sai.d instrument is the c,)rporate seal of said Corporation, and that the said instrnmPnt was signed and sealed in behalf of said Corporation by Authority of Its Snard of Direc'.,)rs, and . Dale. C. Johnson _ and .�„Ernest F_.Platt " ;acknowledged naid Instrument be the free act and deed of said Corr,oration. IN TESTIMONY WH£RF.OF, I have hereunto set OF, hind and affixed my official seat the day and year last aboveUUwritt,7. Notary E bli Arcga My r0fnmiCsI0n expires July 23, 1976 STATE OFON ) �� 53. County of On this y of - 19----, hrfore cope appear,d —� P and both to me personally known who being duly sworn, did say that he, the said s the — President, and he, the said _ Is the Ce to ry Of the within named Corporation, aid that the seat affixed to said instrument is the cow gate seal of said Corporation, and that the Raid instrument was signed and sealed in -half of naid Corporation by authority of its Board of Directors, ar.d - __\ and _ acknowledged said instr:m•- t to be the f ce act and deed of Laid Corporation, 1N rESTIMONY WHFRFO I {rave hereunto si my han44 and affixed by o ictal seal the riay and year last above written. No Nery PPublic for Oregon Corporate Acknowledgeritent My Commission Fxpires .______ w "A •N. 30ND ESCROW AGr7F£MENT I I;1 S /\+. , -MENT, made this __f `� day of _ , s�_�_V,__ 11 'i , 11 :t:,. n + .,e C.t'TY OF TIGARr, hereinafter teLaied the CITY n•.,r1l.th Fropurties Inc.,_an Oregon Corporation# _, n• f t e r t t, , +:1 the I is I NC I PAL+', snd AMFAC T�3or�gago 9§5 rifon _ herei nafier-t.e' rrned the "BANK" W. I T N L 3 $ E T H t I,rRrns, tte Frinc}pal has heretofore executed a Subdivision + tern ,�,,re-;gent,with respect to the development, construction rf a tccatdontial subdivision within the city iii 1�.]euo.,d II (Cote #1 ' 7�_ a copy of said ,agreement l,rr v:_h i i.ort.icutar legal description of said lands being „ l • ,9 t,• r : tc .ird ty reference made + part hereofr and tt a r rircir,al has proposed to the City that there +he ?snk the sum of ;271G910_OO as a cash 1 ,1 to a3s.,:e the City thyrt all requirements of 3 i:.-1:V:• Lon i r.-p1 l once Atirecment shah be properly and timely -•,l t, 1 to ias,;re that the coats thereof s!.a11 be timely ! ri �It >rl. .ear arta thereof mets and c •;.?,s, the r-ur"k hes ttgr.ee•,l to take title to and hold in r:tl is 1 ty the S,.rr c+f 5.2711910.00 and hereby acknowledges ;y th, r r•)f tci he he:d pur Puart to the terms and provisions +i ,.I,,ilviston Compl lance Agree:nent as hereto attached, and ], I1 ,d !,,,,I-0:y to set forth and define the conditions r ,tI cosh bcrd, TI'O I.II:FE, if the Principal shall faithfully observe :,q a,'t y c r mply wr th all requirements of said Subdivision Compliance r;t. I all, •-;rd:nences and regulations applicable to said n, e,.rl it the Principal shall well and truly perform all rI t 1ii ntrs urd,ar taken thereby ar.d hereby to be performed I ,: 1 1 -I•t.ly make f•ayrnent to all rep-ons supplying labor or a; ,cr ,r,y prrter_utien of the work, and if the Frincipal : 1 ,,-•.t :-nit any lien or claim to be filed or prosecuted • t rr'.y r.,n account of any labor ar material furr+i€hed, f r ±nt:IpaI shall promptly pay a I I rontrib,tions or „ . t!:,r ct it Ir.dustrIRi Accident Find and the State t -r, :l:rnsPtion Fund, and steal! Fr-rmrtlY as due :Hake on -r-r cotperation • ;r,i I};: r,-tr.� of the monies mcntroned in Chapters 279,320 and el.all lrr,mptly cc:,tlply with all withholding t r -•:,t , ,,1,,1 r i. =rt s ,.�f ctiaptc r s 316.!62 to 316,212 O,R.9. •, t to .p;,, ::ollection of taxes at source, then upon full 1, 11rn rf ,11 •v--rk and the furnishing of evidence satisfactory I (-1t.y }.hat a' l r:quirements hereof have teen fulfilled, and I ).P. Fr I:•c I I:it shall execute and deliver to the City the ala.s c r ibs•d i n said Sub—isr,.n comp;iunce Agreement, i n t 1 r. F•,,nk ;[,all t.tt�I reupon release to the Principal the said I PL,', 1 T E'P, however, that the obligations hereof shall not ,Illy t,r any money loaned or advanced t,) the Pri:,ciFal or to ,ny, !.i,1:(, r.tr,ctcr or ether person in the performance of any such k ._,;, Li.rr ,1^-r-lficnlly provided for by cr:ntract or 00:erwise. IF, ir)wever, the Frinctpa►l shall fall to literally cc:mply itl, all rccl,trements of said Subdivision Compliance Agre:rent and r- ,-..reT^r.rs hereof, or shill in any particular perfctm the In a iof--•ct.ive manner, upon l0 e,jys n;tice by the City to the Tr ,r, ii•••-il .3rd such default or failure ccntiruirg thereafter, the (y i, },,;re` y -author i4ed to have as.,. I work per formed or the stir+•,n„r,ts of. the Subdivision Comp •ance Anree;nent brrught into tr .ntty with the terms thereof and W t.h ':he city's ordinances wri r.• mI itA:,r.s, and t.ho City shall be, and it is h.-ruby, authorized s,,me against the entiubt.ed cash de alt and the flank y th,etefrom all amounts certified by the City to be 1„r ( },3 ri,otato. Nothing herein rcx,tained shall be c nstrued ;icc:(--}:tar.ce by the City of any re%pone.ibility for e c,f the impm vements nor Will the city by reason thereof I i jat, d to any person or property owner for any loss j, .risir.q by reason of the manner in which said improvements rstructed. Fuc cher, the city be, and it is hereby, authorized in addition +o tt,e for,=r?.3ir,g, in the event of such default on the part of the Pr i nr i i al to charge against said funds all Cl-.)StsincurrFd by the r•, F,y inrl, ding attorney's fees in exacting cc-mplisnce therewith .,r },, t-:with, rind the Bark 39rees to diabur4e said funds for i aid ^nw uEcn t ort ificati,�n therr_rf by the City. rf.%n f r.r fit Ener t of the f+a_egoirra in accordance with the t ,.tr,3 -t:.d ptc+::sicca 1•+ereof, the Ci.y agrees to furnish a certificate f rr :: •+ e (A s•a:d derc.ait cr such i'•ortions thereof as shall remain fc+•r f.,lfjl'. rr.r,t. �f the rrquiremer+ is hereof. ;,y (,i t ,r'.S WHEREOF, the city under aut-hority of resolution f '.te city trur ^i1 has caused this agreNmen, to be executed by , , q m,yr,r and c.ty ?ecorder, and the Prirciral and theanX have ,it f:r.r3d their ccrperate signatures or, the day and y- ar 1-t'nlr•,q}cva_ written. Cf'1'Ys c:'vy c r GAP t), 0PFG0:1_ %y, M tyor Pse .GCIt!f _ � -_._._-_ — }t'ecc r dAr- Opo -tPM PRINCz PAlrc_COMt1�1NW1[ALTI� - 1-1Ay I '7,I CH s�E. lilaPr 'tt,'Assistant Vice esident BYr......... t t v h A Cr rear ate Igementchere. ) E'Yc ._. pYt ._.....___..__.. i )*AtAC RTGAGE CORPORATION y e tDale3C. Johns Pres-i�den BY$. t •3+e 2 Ca nh 8&�nd Esc rew Agreement THE MURRAY- MCCORMICK !N► ENVIRONMENTAL GRO-3UP ECOSYSTEMS ANALYSIS • PLANNING • LAND SURVEYS• ENGINEERING FROM: 10550 S .W. Allen Blvd. , Suite 223 Beaverton, Oregon 97005 TO: John Hagman City of Tigard Tigard, Oregon FILE 0910936 DATE: July 10, 19 75 SUBJECT GENTLEMEN: ENCLOSED HEREWITH ARE: PRELIMINARY MAP TENTATIVE MAP FINAL MAP OR PLAT _ _ CONSTRUCTION ESTIMATE CONSTRUCTION PLANS SPECIFICATIONS CUT SHEETS FOR. _ GRADING PLAN Enclosed please find-two-(2) sets of construction drawings reflectincl __�_ 45 ' cul-de-sac .pavement _radius as resuest�d by Washington Co�lnty riQ __ Department. Cul-de-sacs have been restaked -As- of July 10 1975 _Ution completion we will_ send you drawings showing precas �manho�e___�— ____.____sections used in place of box manholes as sho,�v_a__Qn_p,1- ans per gq __ _---conversation June 30, 1975. if there are any Questions, or if you need more plans,_please give us a call. 19 75 c;Ty OF TIGARD YOURS VERY TRULY THE MURRAY-MCCORMICK ENVIRONMENTAL GROUP BN Corky Ketter'ling, r. E. WHITE TO CLIENT PINK TO FILE GOLDENROD TO TRANSMITTAL FILE w or n' 1 _ � I 1TT TrTrr77 O In qG o fr rO on O O c, v p O V'1 O o )Cr4r .. �'° . t0.,. N N 1�. 09) In C' c, 4 I� c r 7L C: O O O C 0 w 0 O Y OO $ O O O O f n) N p C v. O IT 1,1, 177rrT7TrP O C) O O O n O C. J U O O a0 1- cd q f N U . O Ol /: ro M - O a C� a a O p S o CL a cr < < d1 ! fl Y s O , O � • Z A o p p in O n O N N V w � O W vo .01 \ J WN \ to I1 � 1 o z 0 h Q 0 SII J fV w CL w z Y o n " Ww CL AJ w �I n w w a I C) h W z It- U W I ~ Ny `U 1- L1 1� I lrl u � I 7 Q 1 I 4 � c. lei Xi I � T N ' x ti. 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DESIGNED JAR � t• i• ! , G . ..... .. .. .... ... � CHECKED PlS :I: i• APPROVED r OF ICS !NITS. u Y, •w r _ YNil. �„M . ... � .,.�, .ar. �•,.,.., . ... 1 i i 1 1 11 1 1 t t 1 1 I t I 't 1jl I r l 1�i I I I I I I I r r 1 I I I i I t I I I I I I + I 1111 rµ111 1 1 1 i Y I %I I I + I I I 111 1 1 +11 i �� ( 1 � � 1 � 1 ,. .,M. 3 4 5 a 7 8 A I�0 11 12 NOTE: IF THIS MICROFILMEp -- DRAWING IS LESS CLEAR THAN THIS NOT IC6--r-IT IS DUE TO �' IDRAW INGLITY OF THE ORIGINAL _iOE 8Z __._�._--r--- _ �.--'- .----------�_.___-_ ��`.r ' 1 II 41 E I 21 1 1 o f • • L 9 S E 2 1 -_ .� ��ll�lullun�uu11u1�nu�11)I�Iu111► u�11u�1111huljuu�eu��llwlmtlMllfnil�nu111111I1�rISl�ntf�rl+l�In11rn1�1at1,nrlln tlnlnl►�nnIIllf�trulffn�tllt�uttlt1111n1�INr1iIw�u111un�nullrn�uu�IwltIN�Y�Iu�IIw1�u�Illu�ttY11lIIN LZ 9r 5Z i.Z EZ ZZ Z OZ 61 BI L.I 91 S,I ' � � JUNE 1 . 92.1 j. -3aa�oa...o. �• ....a..�l.�' - _ _.r.--.:...�. _-.�,.-... �...,..«�..+SY�s: ..�.orw�..-� J � ti' Y T�?n'�!/3��• ..•...,... ,I.. '.'. :. �� ;�M�.. �• 1�!e+.na'p_�.+vw*n•w....,.nw.+. - .. �F, i we urs PRC CEDURE FOR COKUCTINS, ACCEPT.::?CE T7O-T 1, Clean tripe to he tested by propelling snug fitting inflated rubber ball through the pipe ,lith water. 2. Plug all Pipe outlets with suitable test plugs, Brace ouch Plt,g securely. 3. If the pipe to be tested is submerged in ground water, iuGe t a pipe proh,? by I ging or jetting, into the backfill material aijacwnt tc the center if the pipe, and determinF th, pressure in the probe when ai , passes slowl, Ihrr,ugh IL. This is the back pressure clue Le ground ,a:rtet submergence , Volt t-he end of ;.ht probe. All gauge pressures in the test should 'ie increase) try t hi'i amount. 4. ;d,l -11.1: slowly to the portion of the pipe installation under test until. the nt.e,:nal air prejsure is raised to 4.0 psig. 5, necl, exposers pipe and ]slug,- for abnormal leakage by coating with a sr, p :,oluticn. If any fhilures are observed, bleed off air and make necessary repairs, 6. After an internal pre,:;sur.e If 4.0 psig is obtained, allow a'. least two minute, fer air temperature to c,t:al.itize, adding only tha amount of air rcyuir.A to maintain pressure. 7. After the two minute period, disconnect air. pply. 8, When pres.;ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for :.ne internal air pressure to rea,:h 1..5 psig. t , time interval, should t,ien be compared with the time required in second3 a t c ompu .ed on reverse: si :e if shee.:. 9. Li at siz i and Length ni all portions of p .pe ttnc'er test in tr'll ;o one ^h,)wn on reverse side of sheet, IG. by use of nomograph, compute K and C. Use re-r:•?s r: an.-3 L, rezd 1'. 17, and enter these values in the taHe on re rr,rve side or sweet.. 11. Add all values of. K , ,id all values of 'Ls ,:lie Lioder test. 1.2. if the total of all C values is les- t.hao ; i.r, en'rer the :otp_i c. L K values into the space for "Tit-(- Required ir. Srcw J,,. " 13, if the total of all C values is greatet than one,, divide th, to '01 K values, by ;he total of sll C values, to -, t t.q. Tc makF_ this ':.� i. ith the nomograph, use scales C and K, and read ty, I S 11 n w6 I� 1, rnn O O v jr o o O -! u b O O O O - G O L fill a Y 0 Q f Y 1 1 C> Q O � N O u� Y C 2 Q '?'Trig'TRI1111TijiTi71�rt1It�11RjT?IiTTnT�7 '" u 0 0 0 Q O O o u 0 01 ao ti c n n N 0 p o Q p a r, Q Z a o 0 0 � OIL 0 Z cS O J J o O O O O O s r c vi d w N N n O O W o � �' I(�J�f j�IIIIII�IIIII�J�jjjJi��jf� I111J I I IIiIL��ILILhI1lilil�j�l�liI�I1111111IilLl i I�I I I I�1 I� I,.J,I� ;� �L I_L I � I i l i I 1 Ism O W V crCD O T b N cn ` M � 7 s U p 0 ♦ .fit W L„) O y U) _ Q CIL L� z N h F Y ` W W ac o a w w U CL <) O l t Q Ln Ir T V1 0_ U w ,v 1 a ° v z z o I- .1 ~ ? ° n u 0 -� w d u) F Q Ab PROCEDURE FOR CnN,'.L'MMC ACCF.PTA"ICE TI-:ST 1, Clean pipe to be tented by propelling snug fitting inflated rubber ball through the pipe with eater. 2. Plug all pipe outlets with suitable test plugs, Brace each plug securely. 3. If the pipe to be tested is submerged in ground wat:ei, i.usert a pipe pro},- by 1,or.ing or jetting, i.ntc the backfill material aijacent tc the center ')f the pipe, snd determine th-! pressure in the probe when iii . passes slowl, t.hrr,ugh 1.t. This is the back pressure due to ground wnter submergcnce oV et the end of the probe. All gauge pressures in the test should be increase) by Jhia amount. 4. Add air slowly to the portiun of the pipe installation under test until the nt:ernul air preisure is raised to 4.0 psig. 5. -,heel; exposed pipe anJ plugs for abnormal leakage by coating with a soap ;Kolucion. If any failures are observed, bleed off air and make necessary ;.epairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least. two minute:, fLr air temperature to staLilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres.;ure decreases to 3. ' psig, start stopwatch. Determine the time in seconds that is required for Lhe internal air pressure to reat:h 411.5 psig. i,.i'� time interval should thEn be compared with the time required in seconds as c.ompu :ed on reversE side of sheet , 9. List siz� and length nt all por.tiorts of pipe uncler test in t; 11-1 to one shmm on i.everse side of sheet, 10. By use or nomograph, compute K :and C. Use acr.:..ss r, aa3 Lo rEs.] 1''. f. . and enter these values in the table on r►, r.,rse side of sheet. 11. Add all values of K ar,d all values of. tc , ):'he under test. 1.2. If the total of all C vil.ues is less than ct:e, enter the total ca . : l K valueF into the space for "Tii-i� Required in Se:cut, a," 13. If the total of all C values is greater th+m one, divide th to'.r.. , ;. "31 K values, by the total of .11 C values, to gat tq. 'Cc mak(. this ': • 1.r.t th the nomograph, use scaleF C and K, and read tLj, Ir m O ,°rp C v ic, C1 r 00 to 4� t 4 3 ref 777 n O c O C' V I � f. If I 1 Y Y 8 Y. �i Y h O u°y '► .n Y �' �. t M O Y N O ,s O 77, Trrrrr r o O o c, c c o o a 0 u n a d r n N d tl. � Q � cr 0 s a O rL O ° Y z o ' F- u ° J O ° LC i-^ u ° Q - It 0 cc �= Q cr 0 W W 1�� v > ` - � 4 Q' � b � fa M r� Z - n �.� Q $ � N J In 0 O U UJ W U U r zA H Q G - I N `/ U U U b , U O � ' (� 0 . W tr w h U •9 V, z�° a h y rti( z Z W W Q a g W W J O U _ M V) a U v W z W m (°y f a I,- ~~ (J J I O t, v UI b I 7 L .7 (" I bi' P^,C:EDURE FOP CONGUCTINQ ACCEPTAi?CE TEST 1. flea*► 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 etich plug securely. 3. If the pipe to be tested is submerged in f;round water, iusr:rt a pipe prol•'? by Loring or jetting, into the backfill material aija,,F.nt tc the center ')f the pipe, arid determine the pressure in the probe when al , passes slowl, through it. This is the bai.k pressure due to ground w;iter. submeigEnce , vet the end of the probe. All gauge pressures in the test should be i.ncr.easeJ by this amount. 4. +did lir slowly to the portion of the pipe installation under test until the eternal air pre.�sure is raised to 4.0 prig. 5. necl, exposed pipe anJ plugs for abnormal leakage by coating with a so ip .;oluti.on. If any failures are abserved, bleed off air and make necr,ssary repairs. 6. After an internal pt:e ;sure of 4.0 psig is obtained, allow at least two minute , f:,r air temperature to :,t:al.ilize, adding only the amount of nit required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pres.iure decreases to 3.5 psig, start stopwatch. I►etermine the time in sr.conds that is required for the internal air pressure to reach 2.5 psig. ,,.i: time interval should then be compared with the time required in seconds ac compu .ed on revers( side of sheet. 9. Li3t si2i and length of all portions of pipe u,)--r te:-t in t :' r to one shatm on teverse side of sheet, 10. By use of nomograph, compute K and C. Use s cr.:.?s e: anJ L, ^'d I' and enter these valu::s in the table on re�ferse side of abect. 11. Add all values c,f K arA all values of C ic ,- uudor tae#:. 1.2. If the total of all C v:►lues is less thhu te, entfrr the -cots:! c.. t K values Into the space for Required it, :r.r.( c,a.-: " 13. If the total of all C values is greatet than one, di--j'-de th, t:) < values, by the total of all C values, to V t t•1. Tc make this the nomograph, use scales C and K, and read tq, w p o n o p n uc n r. o O Q., ri YJ Ir $ N _ _ O L V 4 r� r Y , 8 U YxOY0N O l n N p 1 O C p p c. C C c:a U w O Oi _ O C$ 0 O a f M N r' ' ;� N _- d O fJ O X J a a a o cD 0 Y 0 � • m r v7 V ? In N N O O M O p 1!l I � F" �Illlllllllllllllll�lllllllll�lllllllll�lllllllll�il�cldchl�Icicl��cLl�l�lil�l�i�l�l�,ll W � n cr O b ti a n, 2 v p o „•� �' a vy ri o o m o 4, o 7 LLJ H Z F O z •fi U U O V q) b W U O O N Cf) O Z N W W M W W a of ` W W ` , to L = +1 to V bi 2 m� I a 2 2 Z 0 W `J O ►- r f � n' i PIt MURE FOR CONF-UCTIF3 P:'.CEPT'.;iCE T;:0'1' 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 e,,Ch plug securely. 3. If the pipe to be tested is submerged in ground wat:vi, ;.ure'rt a pipe prot)? by loring or jetting, into the backfill. material aijacf:.rit tc the center -if the pipe, Sud determine th, pressure in the probe when ml , passes slowl, through it. This is the beck pressure due to ground Water. submergence over the end of the probe. All gauge pressures in the rest should be increase3 try this amount. 4. Add air slowly to the portion of the pipe installation under test until the �.ut:ernal air pressure is raised to 4.0 psig. 5. ',heel, exposed pipe ani plugs fc;r abnormal leakage by coating with a so'tp zolution. If any failures are :observed, bleed off air and make necessary vepairs, 6. After an internal pre, sure of 4.0 psig is obtained, allow at least two ininutk , fLr air temperature to Stabilize, adding only the amount of air requirod to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When press;ure decreases to 3.5 psig, start stopwatch. Determine the time in soconds that is required for the internal air pressure lo reach 1. 5 psig. 'i,.i: time interval should then be compared with the time required in second3 as c.nmpu :ed on reverse side of sheet. 9. L1.3t size and length ni all portions of pipe i. 'er test in tF'?ll to one shun on reverse side of sheet, 10. By use of nomograph, compute K and C. Use srr-las r, an-i Lp rssI V. `;, and enter these values in the table on r.e�rerse side of sweet. 11. Add all values of K ar,.i all values of. C fc;- i:'pe udder test. 1.2. If the total of all C v clues is less than ct:e, enter the total r.;. 11 K values into the space for "Tit-r-: Required It, Ecr( 3 3, " 13. If the total of all C values is greater Mon one, divide th to .;. ,.,;a. K %slues, by the total of 611 C values, to gat t1. Tc raker this ' .y Ao.-► th the nomograph, use scales C and K, and rend ty, T71- Tri n0 0 o-n 'C' 0 on 14 N Q O e� I I I I I p 0 .71 11 0 0 C', 0 0 0 0 11 c 1 ON 0 2 O O fo r 40 o ci r r of d 0 0 d d d o u IL ft OJ CL 4 cr d3 CD -W L 0 00, 1 3L 0 2 0 • z Cl ca w0.1 cc 111111111 Ill Ill I I[I 11111 ill I I I I IIIWWI, Aw w W OD z of N 49 (1) V 0 <1 L) LU z z ac w Q w -3 1- q (n in z (L 0 U) U) cr w U.1 Z uj IU L X a w W m V CL i,- U tri w in m w u Q (n 0 ~ (n w Ob P?C:,EDURE FOR CONN,UTC' DTD ACUPT..i?CE TEST 1. Clean pipe to be tested by propelling snug fitting inflatcd 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 vrat:ei., insert L pipe rroh� by loring or jetting, into the backfill material aijacent tc the center 1f the pipe, and determine thn pressure in the probe wheu ai, passes slowl, t.hr..ugh it. This is the back pressure due to ground water submergence ovi!r the end of t:he probe. All gauge pressures In the test should be increased by this amount. 4. Add .air slnwly to the portion of the pipe installation under test until the :,ut:ernvl air pre ;sure is raised to 4.0 psig. 5. ',heel, exposed pipe anJ dugs for abnormal leakage by coating with a snip +olution. If any failures are ,observed, bleed off air and make necessary i.epairs. 6. After an internal pres'sure of 4.0 psig is obtained, allow at least two minute_; f,r air temperature to stal,ilizes adding only the amount of air required to maintain pressure. 7. Afr.er the two minute period, disconnect air supply. 6• When pressure decreases to 3.5 psig, start stopwat,_h. Determine the time in st!conds that is required for the internal air pressure to reach 2.5 psig. 1'..i� time interval should then be compared with the time required in seconds _- c,nmpu :ed on reverse side of sheet. 9. List sizi and length ni all Portions of pipe unt'nr teat in ta51,i to one sh-mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use arr..?s ti an.3 L, res.-I V and enter these values in the table on re ,crse side: of s"aeet. 11. Add all values of K and all values of 1 is ,t he under Leet. 1.2. I£ the total of all C values is less that, ci.%, enter the total t'L J1 K values into the space for "TiiT1r_ Required tr. Seet 4i' " 13. If the total of all. C values is greater than one, divide th� to values, by the total of 611 C values, to git tq. Tc make, this the nomograph, use scales C and K, and read ty, ' 1 1 j• T 1 77--l'--Trl O r+, m o o n o1. rr�o o a o v qac �, r.•. O a .A 'V V n C 1 X Y �J O ui O C, O 'L A N C u0i �f M! N 0 n O RI N Q U r l 0 0 0 (; C: C '� O O l9 ►- Ip 0 ♦ A N Q O (7 Y� K 10 N _ �j O Cj d d d e o T CL O a a = 0 CD < I, o a 11 a OY O O ` Z � • o N o n W O N N I tx �" �IIIIIIII�IIIIIIIII�IIIIIIIII�IIfII1111�IIIIIIII1��Ih11�lilklrlJk��lilkl�/�lkl�l�/�l��i/�/�/�/��il�l�l�l��i I�I�I�I��i I�I�I�I� r n uj o v 1 cr g V X19 c - CD O Q u O r_. ✓� m Li U O uj W Z 1 � O U 4zL)U \ 41 F W Ocn u ► d- Y O Z O a Li i O W Wa. U Q J W W 2 v> mU W Z \ N a z 1� O_ W O ~ Z .. NkMAL P';C:EDURE FOR C01`i'=T IVU' ACCEPTAIICE TsST 1. Clean ;tnp to be tested by propelling snug fitting inflated rubber ball through the pipe wi Later. 2. Plug all pipe outlets with snit3ble test plugs., Brace each plug securely. 3. If the pipe to be tester! is surmerged in ground wager, i.usert a pipe prohi by loriug or jetting, into the backfill material aijact:nt tc the center of the pipe, and determine thi pressure in the probe when ai, basses slowl, through It. This is the bark pressure due to ground wnte►: submergence ov'21 the end of the probe. All gauge pressures in the test should be .i.ncreasod by this amount. 4. Ad-1 .Air slowly to the portion of the pipe in.,tallatioti under test until the r►t:ernal air pressure is rai:ed to 4.0 psig. 5. hecl, exposed pipe and plugs for abnormal leakage by coating with a soap ;volution. If any failures are abserved, bleed off air and make necessary i.epairs, 6. Anter an internal pressure of. 4.0 psig is obtained, allow at least taro minute:, f.,r air temperature to staLilize, adding only the amount of ,air required to ►alntain pressure. 7. After the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Uetermine the time in seconds that is required for the internal air pressure to rea,;h 2.5 psig. i-i-, time interval should then be compared with the time required In seconds as c.ompu :ed on reverse side of. sheet. 9. List siz i and length of all portions F pipe un:'cr te6t in tr.')i-: to one shown on reverse side of sheet, 10. By use of nomograph, compute K and C. Use acr:.:es c ani L, rerA 1: �'� and enter these values in the table on reverse side or s;;eet. 11. Add all values of K aroi all values of : is , ►:'he U:-.der test. 1.2. If the total of all C vilues is less t.hyt, ; ►. rntor the 'total cl 1 K values into the space for "Time Required ir. S:c► i T; " 13. If the total of all C values is greater. th,►n ane, divide thi to,. K values, by the total of all C values, to g,?t t'a. Tc make this , the nomograph, use scales C and K, and read t(j. 111 0 11 lip, I no pp o in JG o n r. O M 11 O OI ' To W O v ']a� u .., c.'. O � O 1 O C Q r r 1III if I I fill �..."....I"' m x p a o Y O _ r� o rn N G O O 0 N O 49 O ♦ N O 2 O c OO U O O C, C C J u O m 0 1 O In f RI N P a. 1024 cr _ n C9 a O • 1 a 0I O 0 Z � • 0 q O O o u o U O n O O O W N h O 1�uJ11�4hIII11111�II I'll)I I I�I III I I I I I I I II I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I II 1 1 I 1 1 I M I I I ,Q J V cr U 1-- Wcc 1� O c cc OD Z ~ c p v (Y) N a� O0 Illy- U 0 o a t-- o x 41 o - y ocl C x F_ o N N 1,n a U 10 f Win 1-- :\1` 0 J1 v\ �•- N LLJ O V~i W a O 1 �.(1 Z CL W 1 o z � W w a cr 0 W g H v U (r _.I ` w W a 4'1 O w UIAJ 0 0 wfY�� J a 2 2 O w I O ~ cm i,I V 1r P C�EDiJRE FOR CON00 JkT0 ACCEPT.^.I;CE TP,ST 1, Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with eater. 2. Plug all pipe outlets with suitable test plugs, Brace rbc1r Plug securely. 3. If the pipe to be tested is submerged in ground wager, i.us(2ct e pipe prop? by Loring or jetting, intc the backfill material aijacu:nt tc the center -)f the pipe, and determine th pressure in the probe wheu ai,. passes slowl^ t hrough i L. This is the b ,(,k pressure due to ground water. submeigcnce nvr!t the end of the probe. All gauge pressures in the test should be incr.easej by thio amount. 4. +d-1 1ir slowly to the portion of the pipe installaticti under test until the ut:ernul air pre.;sure is raised to 4.0 psig. 5. necl, exposed pipe and plugs for abnormal leakage by coating with a so-1p .:volution. If any failures are observed, bleed off 'air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two min maiute_ . aIair temperature to c,tal,ilize, adding only the amount of air rctiuired to ntain pressure. 7. After: the two minute period, disconnect air supply. 8. When pres.;ure decreases to 5.5 psig, start stopwat-li. Determine the time in seconds that is required for the internal air preEsure to reach 7.._5 psig. �..is time interval should then be compared with the time required in seconda s� c.ompu':ed on reverse side of sheet. 9. List siz , and length nT all portions of pipe unc'sr teat in tr 'h11 to one sh,nm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use srr_:.?s r'• an•i L. rsz 1 1': r;, and enter these values in the table on reverse side of s'aeet, 11. Add all values of K ar:d all values of fc ; :'ire u,.!der Last. 1.2. if the total of all C valuer is less than ct.e, enter the tot-.Al C . ; 1 K valuers into the space for "Tire,- Required ir. Srr.(,j l.r. " 13, 1f the total of all C values is greater. thon one, divide the to ; ,• values, by the trial of all C values to N. s g� t t�. is make this ,.�� ,',�:� , r_h the nomograph, use scalee C and K, and read t�, 0O 1 � M p O O v j� r, t, v. O O n O n r a I i o +u o n r, G O c 4.1 I , ! I JT I III IRT9111 1 11111114 r f' r t C, O O O Y 8 O O O O In 111 1111111111111411111 11 Jill FMTTTTFF O yTo III I 1111111 1pimm - �� I O U 1! O d C f: � K; v' `� N O O, F 10 D ♦ n r eti d o d d ti o ° o 2 Q O Q U. s i 1. O m , ? Y O o • � r 8 J _ O l C1 W o a m c v, c N N '� o a L �IIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�ihhLillhllhll�Illili11611111111�I1iI11ill�ilil L,lllill ' 111 � 113 1 I I i I V Q W- Q' a W W v c N M 1 Q v o O M> ,� o j w O O ?: W 2 < 1 J N Z F Q O �n O O w W O "1 �, , <1 I... .. rj N 4W O En W V O ( CL z t] I 2 w tY W 1i _ O � to O .J \ W Q. Q to _ to a W W U H- O O Z W 1'- 2 to Q 2 1r O w O ~ V)\ r-� I- p o l_1 1� J LJ Ld 4 I O P11C ZEDURE FOR C0WUC7I;11 ACCEPTAIME 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 wa+tits i.usPrt L pipe prop? I'll Loring or jetting, i.ntc the backfill material aijak wnt tc the center of the pipe, and determine the pressure in the probe when ai,. passes slowly forough it. This is the back pressure due to ground •anter submeLgence nvr2t the end of the probe. All gauge pressures in the test should be increase. by this amount. 4. :idd lir :slowly to the portion of the pipe installation under test until the rnt:ernal air pressure '_s rai,ed to 4.0 psig. 5. .necl; exposed pipe ant plugs fcr abnormal leakage bar coating with a so ep reoiution. If any failures are observed, bleed off air and make necessary repairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minuLe:.; f; r air temperature to r,taLilize, adding only tl a amount of .lit requi_rod to .naintain 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 sr.conds that is required for the internal air preesnre to reach 1..5 psig. `L..is 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 unclnr `c.-t In t to one sham on Leverse side of sheet, 10. By use of nomograph, compute K and C. Use ncr.:.ss r; ani L, rc^—1 l and enter these values in the table on re-vrse side of a:ieet. 11. Add all values of K and all values of is -):'he uod-r tasl. 12. If the total of all C values is less than ctce, enter the _-rPl c. : .l K value:-' into the space for "Time Retic-'red in Srcor..d,i," 13. If the total of all. C values is greater. than ine, divide th values, oy the total of all C vdl.ues, to 9-It tq. Tc make. this the nomograph, use scales C and K, rnd read ty, O n o p Onuc n r. O �n b O o �'� rr. O Ih O v �m ... c.a O O O N : .• I u, to ., � N N O w a f' C I 5� O O C r., O O d O u op N d Y h — 2 O O O o c, r u , 0 CA .. :,� N P Cf O 0 p U O O C) IL L s o CIL a a n co f ` G • ' O Y 0 r O o � O i _ '' QOO '� O O O O 0) ` _ W n r� m I 10 v) Y M N N N O Q f1: F- �IIIlI1111IIIIlI1111IIIIIIIIIIIIIIIi1111IIIIII1111IIIdII�Ihhhl�lIIIIIIIIIIIIII�I�I�IIIIIIIIII I�III I I I ISL I I I I I I I I I I I I I I I I I I I I I if M J F� a 0 3 I '� V � l cc to ff) 0 0 � I M tJ N 2 1 � I1 In \�1 W a ?. W Z J 20 F- O N O U o v UrJ v . W V uj uj O N 7 n IY W U) 0 0 W W a crf w IY y W W Q 41 cr W o T 4J 1 O cn N t J ~ Q O X .J I.1 � NII I I w *. P.C:EDURE FOR CO`I,;L1 ,TIP?G ACCEPTANCE T 0T 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe wilt, 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 wotei, iuvert a pipe prohv? by Loring or jetting, into the backfill material aljacF:nt tc the center ')f the pipe, and determine th:! pressure in the probe when rii , passes slowl, through it. This is the bark pressure due to ground w+i,ter submergEnce over the find of the probe. All gauge pressures in the test should be increaisel by this amount. 4. Ad.] ,lir slowly to the portion of the pipe installation under test until the :,nit ernal air pressure i:; raised to 4.0 psig. 5. necl; exposed pipe an.] plugs for abnormal leakage by coating with a so ,p solution. If any failures arc abserved, bleed off air and make necessary s.epairs, 6. AfLer an internal pt:e�;sure of 4.0 psig is obtained, allow at least two minute-, f:.r air temperature to 3tal,ili.ze, adding only the an<ount of six required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 3.5 psig, start stopwat:h. Determine the time it► seconds that is required for the internal air pre,sure to reae-h 1..5 psig. i-i-� time interval should then be compared with the time required in seconda as computed on reverse side of sheet. 9. List siz} and length o.t all portions of pipe uncler tent in t to one sh,n,m on t everse side of sheet, 10. By use of nomograph, compute K and C. Use nrr.: es �. an3 L, reci V and enter these values in the table on re,rerse side of olleet. 11. Add all values of K aT.d all values of C fc;: ?,.'pe under teat. 1.2. If the total of all. C values is less than ci.a, enter the total c:. A K values into the space for "'1'ii ,_ Required in ,rci•c,da," 13. If the total of all C values is greater than one, divide th, `J ) K values, by the total of all C values, to g,�t t-i. is makc this i, .i th the nomograph, use scales C and K, and read ty, 1 , " n, m O b O 0 o TC s, p ¢.. O 0 M~ w 0 0 m c O L' V 4 C y r p O SO YIn 0 4 v ^� O C.- � 0I. 0 N 0 O 1* C O 9. 2 O 0 0 C C. D u q r, l n r on tv c vV a d LL (9 n p < < � m 1 O 'S Z � . F— 10 O - O 1 C Qc _ v o O W ? tv' ' N o O ~ I�( (j�fpflfll�lllllllll�llllilt llllill l;Ill�lhhldahl�hl�ll�lll•;�IIIII,I,I,I,I11,1,11 11 cr w tY r o ti �n d J I W N -j i I CID '� r d o O !`(� S N I e1 O O 'n C) C) \ yr p � CJ +q lil 'vn ZC UU O 1- N LLJ z -j Uty- Q U � \ � `� U O _ U N U) c O Ii to W a W 41 O n _ a U) O (] 2 W W M O 4 W F , W U O 10- U p W W Q V) W U F FW- Z Z W 1 F ^ (n o C� r aam P^C.;EDURE FOR CONGUCTIPTG ACCEPTANCE TL3T 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 watei., i.ai!>ert a pipe prol)2 by t.oring or jetting, into the backfill material aijacc:nt tc the center -tf the pipe, and determine the pressure in the probe when ai, passes slowl, through i t. This is the ba(.k pressure due to ground w,tte►. submergence ev -i the end of the probe. All gauge pressures in the test should be increase3 by tihia am,)unt. 4. Add .air slowly to the portion of the pipe installation under test unti.. the .oiternal air hreasure is raised to 4.0 psig. 5. ,heel, exposed pipe ant plugs for abnormal leakage by coating with a so -1p {olution. If any fnil.ures are abserved, bleed off air and make necessary i:epairs, 6. After an internal pre.-sure of 4.0 psig is obtained, allow at least two minute, Er air temperature to staLilize, adding only the amount of air rc,_lufr•-d to -maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pres.;ure decreases to 3.5 psig, start stopwat:,h. Uetermin � the time ill sr.conds that is required for the internal air pressure to reach 1..5 psig. i,.L� time interval should then be compared with the time required in seconds s:, cnmpu :ed on reveraE aide of sheet. 9. List size and length nt all portions of pipe unr,nr teat in tb'ti ? '. V to one sh-mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use :cf..".es c. ani i, rep-1 1•' -„-, -nd enter these values in the table on r(: arse :tde of s'aeet. 11. Add all values of K and all values of. C is is he wader test. 1.2. If the total of all C values is less that: (.t:e, enter the total c,. :.1 K values into the space for "Time Required i.r. 13. If th? to :al of all C values is greater tL.tn )ne, divide th i tj ,l K values. by the total of all C values, to 4,yt t'. Tc .aakf tliis i a the nomograph, use scales C and K, and read ty, ^7 � O 1 r. Oc, on O O I-t7v7ri-T7t M O b S V O •! O � V N n � M ..: G ' O v 'o h llm I C I O u �► CO O O Y O N ip. M N O Q o at CIP r. o n ♦ Fn .o N 0 o d-= p p .M V 0 d c o F X o CL a s 1 O + .� O Y 2 C " O e � Z O C. O p O �C N V/ O D W ' � 1- `• �IIII�iIII�fI��IIIIIIIII�IIIIIIIII�j��IIIIII�tl�Lld�hhlihli��l�lilil��il�l�lili��l�l�li li�il i I. I.I ��i I i � ! i 1 i � � I � I I I i I i Q J `I~ �y � fL 3 O N f H � h � N �' a \ 0 N Z z O � J o U .a W d� w V O cn 7: w Z -J 1� PA O tY U a O w O O N w O (n N cr w w M z uj a w w U w Q W (n J F Q ib KC ZEDURE FOR COWGUUTH?O A.C(7PT,'.:'CE T'5T 1, fl.ean hips 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 pl>;i; securely. 3. If the pipe to be tested is subinCrged In ground watui, i.usect e pipe nroh�? by Loring or jetting, into the bP.ckfill material aijact:r,t tc the center of the pipe, and determine th ! pressure in the probe wheu at, lasses slc,:1, through It. This is the back pressure due to ground water. submetgEr%e Clv(il the end of the probe. All gauge pressures in the test should be increase by this amount. 4. W-1 air slowly to the portion of the pipe installation under test until thF ,ul:ernul air pressure is raised to 4.0 prig. 5. necl; exposed pipe and plugs for abnormal leakage by coating with a soap ,olut`on. If any failures are :)bserved, bleed off air and make necessary s:epairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minute, fir air temperature to 3t:al,ilize, adding only the amount of lir required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 5.5 psig, stat stopwatch. Determine the time ill seconds that is required f•)r the internal air pressure t.o reach 2.5 psig. ,',.is time interval should then N compared with the tic,e required in seconds ZAc Compu`ed on reverse side cf sheet. 9. L1.3t size and length of all portions of pipe un,-'^r te::t in t ili ';_;- to one sh.mm on reverse side of sheet, 10. By use of nomograph, compute K and C. Use :r "a!s 6 and L, rct.l t'. and enter these values in the table on re--rcrse side of a;teet. 11. Add all values of K and all values of. ; is ?-.'pe under test. 1.2. If the total of all C values is less than ct:r-, enter the 'total c,. 1 K values into the space for "Tin-,_ Required it, 13. If the total of all. C values is greater than one, divide th , t-) _ K valt ss, by the total of ell C values, to gait t i. Tc makc this the nomograph, use scaler C and K, and read ty: M7 T on • • To tv U v » ■i r� O °. O O tp on O O O M h O u. �.j 1:. rr N c O v ao �a • f Q O 11111111171111111 yp t pp a o W 0 N .7 In ry u; ., v M N O L' UID M r c c." ci o p 0 d o � OIL S0. a a a a 0 < c. o jY O O . o V '� vi o U O Ln 0 w Rt Q �"" J �fJj�IIIIIiIIIIIIIIIIIIIIIIIIIIIlIIIIIIItIIlI1WiI�hhl�hlllil�lilu.h1�I1111��11�liI�Ill�l�lllll„Ilyl : I � I � I � I i I � I 1 I i I i I (_? cr F- a w- Q: uj 3t I /� 3 t N CD co a ° o LO r� J ` - V O w z i f a o0 J r w I— ` O Z 1\ y O NW O d: W w � o wo. w =O 1' U w w Q "rl � '` N it V 4� Q w U O 0 2_ Q Z 2 w o w l-1 DO P^C,EDURE FOR CON -1.11 YC ACCEPTr L?CE T;,3 T 1. Clean pipe to to tested by propelling snug fitting inflated rubber ball through the pipe with water. 2. Plug all pipe outlets with suitable tear plugs, Brace each pl.t�g securely. 3. If the pipe to be tested is submerged in ground wa tee., inse*r t a pipe prohe by Loring or jetting, into the backfill material aijacent tc the center ')f the pipe, and determine th^ pressure in the probe when ai, passes slowl, through it. This is the ba4K pressure due to ground wate►. submergence Ovet the end of the probe. All gauge pressures in the test should be increasel by this amount. 4. Wd III slowly to the portion of the pipe insteltation under test until the ,ut:ernal air pressure is raised to 4.0 psig. 5. ,necl: exposed pipe an.] plugs for abnormal leakaje by coating with a so_sp ,solution. If any failures are .)bservvd, bleed off air and make necessary ;.epairs. 6. After ars internal pressure f 4.0 psig is obtained, allow at least two minute: f;.r air temperature to 3tal,ilize, adding only the amount of .sir required to maintain pressure. 7. Aftcr the two minute period, disconnect air supply. 8. When pressure decreases to 3.5 psig, start stopwatch. Determine the time in soc.onds that i.s required for the internal air pressure to rea,-.h 2.5 p.91g. ,..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'--r test in t^tii. �o one sh,mni on reverse side of sheet., 10. By vgk- of nomoi��aph, compute K and C. Use ner ;.aS 6 and L, 1•'. and enter these values in the table on reverse side of s;►eet. 11. Acid all values of K and all values of C rc; tit.!der t•:2st. 1.2. If the total of all C values is less than cl:s, enter the :Ot.Pl c.. .,;.1 K values into the space for "TiMr: Required ir, ,trend., 13. If tial total of all C values is greater than ane, dt-,.'Idc th , tuts: - I „l;. K values, by the total of all C values, to 91?t tl. Tc inakc tris the nomograph, use scales C and K, and read t�.i, S f-T7-TIr.--r�11fJ/1 0 d o D o n JL ti v O " O O r O ,!1 O 4 • 7` x 8 o p a n c a o o o p v n N p W) n u .. J_ r) N _ s O V V O O a c (: J O p, M P- O h f 00 N o d d nL O Q Ir 0 0 0 p r r e Z p W [r F- �JJ�jJJ(�IJIIJIIII�IIIIIIIII�IlIIi1lII�IIIII1111Jihhl�hhl�IJi�illililihl,I,I,I �il,lil�l,�,l�l I,I,�, I � I , I i I i I , L.L� a J w >- 3 NIi V` �- Wcn � n " ID Z o ,^ N a o , 1 m , U W U U (n a u D o ~ o NJ v° �r1 �.l �° U Wj h O m N W o En w a o `� '✓i z y � a'WW „ _ W W a.\ M o a W W j h U O W w < h ki W U '' h 2 z w m ` cn o F J h N 111 (n OLw P"C ZEDURE FOR CONEUC T IP? ACCEPT r1.E TEST 1. Clean pipe to be tested by prope,.ling snug fitting inflated :umber ball t.r.rough the pipe with water. 2. Plug all pipe outl _ts with suitable test piugs., Brace each plug securely. 3. If the pipe to be tested is submerged in ground wailer, 9. 1S(-rt a pipe proh-? by t.oring or jetting, intc the backfill material aijarcnt tc the center If the pipe, and determine th, pressure in the probe whet► al, passes sl.owl, through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increaseJ by this amount. 4. Add air slowly to the portion of the pipe installation under test until the wiernal air p;.ejsure is raised to 4.0 prig. 5. necl, exposed ptpe an) plugs for abnormal leakage by coating with a.-soap solution. If any failures ar-a :observed, bleed off air and make necessary S:epairs, 6. After an internal pressure of 4.0 psig is obtained, allow at least two minut(.• f:,r iir temperature to 3tal.ilize, adding only the amount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pr.es.;ure decreases to 3.5 psig, start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2._i psig. `Cosa time interval should then be compared with the time required in seconds r,3 com',)u :ed on rever.sE side of sheet. 9. List siz � e.nd length of all portions of pipe under ti?..t in t= ?_ , to one sh,m4n on reverse side of sheet, 10. By use of nomograph, compute K and C. Use acF,:.ss d ani L, rs_{.] l•' and enter these values in the tab.la or. re verse side of a:.ect. 11. Add all values of K and all values 'of. ?. lie ti�7der i-sat„ 1.2. If the total of all C values is -rfi (Le, enter the total c;. . A K value: into the space for "Time Requoe"d 13. If the total of all. C values is tel than 3nc, divide th•e t-'.,, _ : ; a':. K values, by the total of 611 C es, to g.it tq. Tc make. this i. th the nomograph, use scales d K, and read tq, , r' r` I Jim 11111111 111 Jill I I 111111 11 11 .00 0 0 c 0 v p�S0 a 0 c- 0 0 0 0 c 0 0 CO A n r f 0) b 0 ci ci WW 0 CL IL 41 1 ct: co 0 0 C, 0 Cf) 0 %In 0 W Ir W W �' I O Cr) 0 NC\J % CD Go -to 0 %in 0 o qt (1 0 m cl a. FW- z 16- O4z U 13 U uj 10 w N En 0 U) 0 LO V) z ILI a_ C.) w uj 0 a. W w 4A.1 W U 0 0 cz 7 W i_i LJ N P;tC MDURE FOR CONNCTII`IG ACCUTrIICE T7,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 test plugs, Brace each p1t,g securely. 3. If the pipe to be tested is submerged in ground water, i.us(!'ct e pipe proh-2 by t.oring or jetting, into the backfill material aijaccnt tc the center ,f the pipe, and determine the pressure in the probe when Hi,. passes slowl, through it. This is the bark pressure due to ground w:jtej. submergence ,•vei the end of the probe. All gauge pressures in the test should be increasel by this amount. 4. Add air slowly to the portion of the pipe installation under test until the riternal air prejsure is rai:.ed to 4.0 psig. 5. necl, exposed pipe ani Plugs for abnormal IE:ak#ge by coating with a soap ;solution. 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-; fLr air temperature to atal,ilize, adding Drily the arount of ,fix required to maintain pressure. 7. After the two minute period, disconnect air supply. 8, When pressure decreases to 5.5 psig, start stopwat.h. Determine the time in seconds that is required for the internal air pr,�ssure to reach 1.5 psig. TAT time interval should then be compared with the time required in seconda as compu`ed on rever-sE side of sheet. 9. List siz ! and length of all portions of pipe un,'er test in to one sa.)wn on reverse side of sheet, 10. By use of nomograph, compute K and C. Use rrr.'_2s c; aal L, r_•zi V. and enter these values in the table on reverse side of s',iect.. 11. Add all values of. K and all values of C fc; -.pe uAer test. 1.2. If the total of all C values is less than ct.r_, enter the total cL _ij l K values into the space for "Tire_ Required ir, Srcj,r•d•t: " 13. If the total of all C values is greatei tlj,jn one, divide th , t.-) --, K 'j values, by the total of all C values, to g,it t•l. Tc make tlsis '..� i. , `.r the nomograph, use scales C and K, and read tq, I . 'QTS Ln O v V .Q 1t C O o O r P 00 O O a n O C J C A O ~ C N O M N 2 O G � o Om w r- c 0 <. �: K; yr rei ci d o d C$ ci d c c o CL iL Q = c n t � O m � ? Y O • Q W ? rt. I_ K e} "i N N 1f1 O � F-- YIII�IIII�IIIIIII �IIII;IIII�IIIIIIIII�IIIflllll��hhld�hhlilJi�illlilililiLl�I�L�ilililil�IiIII. I.I �� I � I , l i l � � i l � l i l i l � � Q a J ~ a 3 r W cr 1 ° r O N cri 2 0 N m O o m O % \ n U O (n w z Z O ~ 0 O r W U U O r` (n yj In u W IL O W W00. U Q W' ` W W ki Q N L. ^J W U F H z I �\ Q - Q 2 7 O tn W j U ~_ N ISI l';.0:E;DURE FOR CONfU tIM ACCEPTANCE 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 suitable test plugs. Brace each plug securely. 3. If the pipe to be tested is submerged in ground watei., i.a5er,t a pipe proh'? by toning or jetting, into the backfill material aijai•t.,nt tc the center •-)f the pipe, sr►d determine th•. pressure in the probe when ai, passes slowly through it. This is the lat:k pressure due to ground w<itet submez'gEnce 0viar the end of the probe. All gat,re pressures in the test should be increase] by this amount. 4. idd ai:: slowly to the portion of she pipe installation under test unt_`l the ,n1.ern,.:l air prejsure is raised to 4.0 psig. 5. ne•cl; exposed pipe an) plugs for abnormal leakage by coating with a soap :iolution. 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(.,:: f; r air temperature to st:al.ilize, adding only the amount of air requirod to maintain pressure. 7, After the two minute p,Liod, disconnect air supply. 8. When pressu decreases to 3.5 psig, start stopwatch. ')etermine the time in seconds that is required for the internal air pressure to reach 2.5 psig. .A,, time interval, should thEu be compared with the time requires; in second3 as c.ompu :ed on reverse side of sheet. 9. W.at sizi and length of all portions of pi.pQ U-,"er -est in tF');, to one sh,3cm cn ieverse side of. sheet, 10. By i,se of nomo6raph, compute K and C. Ube srr.:,es n ani A", rs7l f: and enter these ✓slues in the table on reverse side of s:: �ct. 11. Add all values of K and all values of C ic,: :-);tie under teat. 12. If ti total of all C vil les is leas th A r ►.-s, anter the 'total c. :!J1 K vale:s it,Lu ri►e space for "Lime. Required tr, ;,r.r i j.:, " 13. If the total of Al C values is greater. than one, divide thi t:) . K valur�s, by the total of all C values, to g.�t t,). Tc make this i th the nomograph, use scales C ar.d K, and read tu, r i 111,171111IF1111111177" n p p o r> ac, si I - I S ^ Mon n �r f' C' r' X o M1 m T77. O . V R 7 f r pppppQ t 8 O O11 1111 U i v m ry O < A! N p 2 fit O 1n O a m mr n n • rn r Ci O 0 O p O O W O a Q O K. O O < l 0 1 p p >< Z � • o e i c n p o p N N p Q ~ jJfllll�lllllllll�lllllllll�HIIIflll�tldlld ll'I'I'11�1I i111Jill1,11�11�11111!111�1111� Cr! cr F— Q 0 W 3 N V q C Z W Ej v o w O �Q ` r•: u rJ � o v O W � W ` C1S � v O Ouj W O \` O Z a. z � W ry W n W Off. V . W LAJ v ► 0 LAJ J tr• b � t P^C ZEDURE FOR CONEUMITO ACCI PT.'_";;E 771ST 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 , grace each plug securely. 3. If the pipe to be tested is submerged in ground water, iusert V. pipe prop by 1,oring or jetting, into the backfill material aijacent tc the center --)f the pipe, and determine th:: pressure in the probe when tai, passes slowl, through i t. This is the bark pressure due to ground w<lteL submergence ov,�i the end of the probe. All gaiige pressures in the test should be increaser by thiLj am()vnt. 4. Add aii slowly to the portion of the pipe installation under test until the ,nt.ernal air preisure is raised to 4.0 psig. S. necl, exposed pipe and plugs for abnormal leakage bar coating with a soup :+olution. If any failures are observed, bleed off air and make necessary i.epairs. 6. After an internal pre:_,su,-,� of 4.O psig is obtainea, allow at least two minute f;r air temperature to staLi.liie, adding only the aiiount of air required to maintain pressure. 7. After the two minute period, disconnect air supply. 8. When pres.;u -e decreases to 3.5 psig, start stopwat.h. Determine the time in s'econds that is required for the internal air pressure to reach 2.5 psig. .,.i titne interval should then be compared with the time required in seconda ss composed on reverse side of sheet. 9. i.13t siz, and length nY all portions of pipe unc'er test in to one sh.)wn on reverse side of sheet, 10. By use of nomograph, compute K and C. Use sol es d and L, r%s.l V and enter these values in the table on reverse side of sweet, 11. Add all values of K ar,d all values of C ic; ;):'.pe uu.der test. 12. If the total of all C v+lues is less thai, c Ltt, enter the total. c L L K vnlLlc! into the space for "Tire(_ Required ir. 4rctn 7, " 13. If the total of all C values is greater than one, divide the `� _ values, by the total of all C values, to Vt ti. Tc make. this , "r the nomograph, use scale: C and K, and read to, Or � 1 S m 111 11 11 Yj m o Y�°t o" �� '' " 49 o 3 v �' ac o y " q U fnO i .;a• � r pp r O O N O O C t Y O QQQv 888CCC �^R,h W ? O N O w O ni N h q Y> ♦ n� , ti •i Q In rTTTTMM o o u c c i 0 -ti..l o rn co F- o n a M N o a ,. Y: i a o 0 0 o d d c o bb t '% CL a IL Ir n CD < <, 0 2 Y 0 o z r • p O W N N o L>C �- J �illlllll�lllllllll�llll;IIII�IIIIIIIII�IIIIIIIII�IILYLIihl�ldi�il lililihl�l�l�l lil�lIII1jL I I II I�I�I�I��i I t I�I�I�I p a r-. a W V OC (j ° t v FwCO-)4o rn _ ya M cn IQ O. ,Z Z N 1 n U U U o L 0 N W O t~!1N O Q ti Z a W W V h Z W IY O a W _ ] H U O • O d U Q W W Q ki Vf 1� J a F_ W U 0 Z Q Q Z Z O W J � J v U L 1 c.t W s r "fir Pi CCEDURE FOR COWUMFiS ACCEPT1,7CE T77-ST 1.. Clean pipe to be tested by propellit.g 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+:ex, i.u�ert i' pipe proh? by Loring or jetting, into the backfill material aijarE:nt tic the center -if the pipe, and determine tM pressure in the probe when iii, passes slowl, through it. This is the back preesure due to ground wntei. submergence over the end of the probe. All gauge pressures in the test should he increasel by this amount. 4. Add air slowly to the portion of the pipe installation under test until the :,nl.ernal air pre:;sure is raised to 4.0 psig. 5. kneel: exposed pipe and plugs for abnormal leakage by coating with a so,,-Ip solution. If any failures arc )bserved, bleed off air and mak? necessary repairs, 6. After an internal pressure of 6.0 psig is obtained, allow at least twc minute: f;,r air Lemperature to stal,ilizE, adding only the amount of. .sir regLired 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 .-each 2.5 psig. time interval should then be ccmpared with the time required in seconds ss compu .ed on rever.sE side of sheet. 9. List siz> and length of all pnrtiuns of pi.p�, t.-- •• r. to. it to one shawm on reverse side of. sheet, 10. By use of nomograph, compute K and C. Use sc, ..?a r, aad enter these values in the table on re-rerse side of aaet::t. 11. At,d all value3 of K ar,d all values of. " icy �.'pe trader test. 1.2. If the total of all C values is less ilia , , i. , enter the tc,tal ci .,;1 K valueE Into the ,space for "J'irT�r; Required it. Srci i J.r " 1:,. If the total of all C values is greatet than one, divide th , to ;. ..,.' K values, be the total of rll C values, to g,!t tq. To make. this inl . :th the nomograph, use scales C and K, and read ty, M it ° O M n �1 +'O u 1 : m N r Y1 M (1 M O r C � I • O Y b p O O O O O O O If :�' In N O 1 Q �.i C p p t c i. O G o m r o in It n N c o a r ari ci d d o o d 0 o F a a k. M = � n ( O m 1 ° x 2 v p0 °o ° o aW N N tn O N/y tl1111Y1WLY.4. N J cr 1 O UJ ti ~ a Z �l► o o V• '� `� m � rt w U O W d ULki n LLJ v U cJ cn Ic, O LL2 7 W w W a O w W w U 1 O a U to wa u 2 14icn d w ki z Q a °z Z w v� w P-CC.EDURE FOR CONOUCTIVO, ACCEPVITCE TEST 1. Clean pipe to be tested by propelling snug fitting inflated rubber ball through the pipe with water. 1. Plug all pipe outlets with suitable test plugs., Brace �ur..}� plug securely . 3. If the pipe to be tested is submerged in ground water, i.0=( •rt pipe prop? by t-oring or jetting, into the backfill material aijacc.nt tr the center )f the pipe, and determine th., pressure in the probe when ai , passes slawl' through it. This is the back pressure due to ground w.ctej. submetgence over the end of the probe. All gauge pressures in the test should he increase-J t,y this amount. 4. Adel air slc,wly to the portion of the pipe installation under test until the nvernal air pre:.isure is raised to 4.0 psig. 5. ',necL exposed pipe and plugs for abnormal leakage bit coating with a scrip -+olution. if any failures are Aservnd, bleed off air and make necessary repairs, 6. After an internal pxe..sur.e of 4.O psig is obtained, allow at least two minute_-i f: r air temperature to staLilize,, adding only the amount of air rc qi tro=d to maintain pressure. 7. After the two minute period, disconnect ai.r supply. 8. When pressure decreases to 3.5 psig, start stopwatctc.o . Determine the time in seconds that is required for the internal air pressnre ' t-.o reach 2.`_i psig. time interval should then be compared with the time required in seconds as compu':ed on reverse side of sheet. 9. 1-1.3t sizi and length of all portions of p -peg t'. ^r test it tj'""-- "' to one shawn or. i.everse side of sheet, 10. By use of nomograph, compute K and C. Use sct?'es r a�ad Ste, real F. cid enter these values in the table on re verse side of a:"Iec:t. 11. Add all values of K ar," all values of. C fc , ,i_'pe uurler test. 1.2. If the total of all C values is less t.ha .�.e, eater t},., r c'. 1. K into the space for "Tice(_ Required ir. Sectaid.l." 13. If the total of al.l C values is greater. than )ne, di1 ide th i t-) ll C values, to got t:l. To makc: this values, by the total of a � thi nomograph, use scales C and K, and read to, CITY 0 TIGARD DEVELOPMENT DEPG3IT FEE COMPUTATION SHEET t7JECT NAME _ Eve I wc'vj — PROJECT N0. (1) PROJECT FEE (City ord. 68-48, Sec, 10, Par.°A"): olTotal estimated Improvement cost . . .. . �I ` i0•�`- b) L"as son. sewer est const cost ?7�tIn7.G0 Adjusted improvrjment cost . ... .... . ... ... 4 82.75 subtotal) C) .019 X 't 'aublo-to I) ° . . . . . $_ �.1Z�.04 (2) SEWER FEE ( U.S.A. tes. 70-12, Sec.9, Par. 8"): a)Sewer plan check fee 8 inspection fee , I) Tl 10.00 X Cor] (no, of lots) 2) >� 100.00 min. C7 b) Permit fee 8 connection .harps paid 0 0 Sewer di3t ict .ontract surcharge paid C3 m ('A) STREET LIGHTING FEE : a) P.G.E. lighting schedule no b) Mthly rote option no type of light lumens �i type of pole M (mthly rote) (no,of IIghto) r = X �~ (mthly rote) (no of lights) Iyr. = 12mth's (subtotal) 2yr.a 24mfh�y 1 _ 4 .,ilX 1 (subtotal) (no.of w•the) (4) SIGN FEE (Item l-insfsllaflon) (per sign) (no of sign) :TOP #_ - X .-- - RESTRICT OCCUPANCY 1 X STREET 51" $ X COMB STOP/ST NAME # rte•"' X NO PARKING X Tied type) X - mise, tYpe) X - -- - zo•''C IiECEIPT NO RATE PAID check )� cash (3 GRAND TOTAL money order C3 t. Ineerf subdlwie(on k :•cit x�:'�, ��'�a`�,� �.Er �"t{ � � C R 1 REC IVED AN Commonwealth Properties,Inc. 1300 S W 6th Avenue,Portland,Oregon 97201 (503)243.1768 June 24, 1975 Mr. J. S. Hagman City Engineer City of Tigard P. 0. Box 23557 Tigard, Oregon 97223 Re: Englewood Phage II Dear John: Enclosed are executed originals of the Subdivision Compliance Agreement and the Cash Bond Escrow Agreement for the above-captioned subdivision. After execution of these documents by the City of Tigard, would you please return a copy of each for Rev files. Also enclosed is a check in the amount of $5,179.80 in payment of the vari- ous foes, as indicated on your computation sheet. The infcrmaticn appears to be complete, as requested; but, if there is any question, please give me a call . Very truly yours, COMMONWEALTH PROPERTIES, IN:;. l �1 Ernest E. Platt Project Manager EEP:ck Enclosures Mailing Address PO Box 147.3.Portland Oregon 97207 �`x d_mMrm a AQftt�M0/1(JAIr June 18, 1975 Mr. Ernest E. Platt Commonwealth F`-operties, Inc. 3WO S.k. Cedar Hills Blvd, Suite 225 Beaverton, OR 97005 Re: Englewood (Phase II) Dear Mr. Platt: Enclosed please find the following original do��umerite: 1. Subdivision Compliance Agreement 2. Ca-1h Bond E^crow Agreement After corporate execution and, notary ackiowledgement, plea,,e return said documents (above) for further processing by the City. Al:;o, enclosed herewith, please find one copy of the computation sheet, showing fees, and depusits which mu-t be paid to the City, for said project. Should you have any questions please feel free to call me at 639-4171- Very truly, J. b. Hapcan Supt. Eng. Div. JH/rmo c c/f ile Enclosure M.aI ex.M f JUiV 16 1975 CITY OF T►GARU [1)rtlandGeneral Electric Company WESTERN DIVISION 14855 SW OLD SCHOLLS FERRY ROAD BEAVERTON,OREGON 9/005 843-5454 June 13 , 1975 City of Tigard Mr. John Hagman 3.2420 SW Main Street Tigard , Oregon 97223 Dear John: I am sending you a preliminary street lighting* lavout for Englewood #2 Subdivision , Tigard , Oregon• The proposal calls for eighteen (18) 240 volt , 7000 Lumen Mercury Vapor, Horizontal Luminaires to be installed oil thirty (30) foot curved wood , laminated standards . Mounting heights are suggested at twenty five ( 25) feet . When installed , the monthly billing to the Citv under our revised Tariff (1;-6 ) , Schedule 91 , Option "B" , would be $2 . 43 Der luminaire and 25G maintenance charge per standard. ror budgetary purposes , I would also ask you to anticipate an additional 15% increase , on the energNi portion only, which may become effective September 1 1975 . The end result would establish billings at $2 . 54 Der luminaire without anv change in the pole amount . Please advise me as to your acceptance or suggestions regarding my proposal . Very Trulv Yours , Kenneth L. Snvder Service Representative Attachment C. Mr. Bob Helm Mr. Paul Jensen a w ..- r-v :4 � Int �r _•.f..... .............. ��•' ..__ ;r.' ' G I N. � . .� - . ARD CITY OF TIGARD f P. O. Box 23557 12420 S. W. Main \ Tigard, Oregon 97223 - /3 - 7 1 Gentlemen: This plan is herewith being recirculated to you to enable comprehensive review of the data previously ! specified hereon ,by each affected agency. Should you notice any conflicts therein, please inform the affected agency (ar party) as rapidly as possible to facilitate resolvement ereof. ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS PUBLIC WORKS DEPT. 13Y PLANNING DLPT. 13Y- _ DATE DUILDING DEPT. ©Y___ _ DATE __ w COUNTY HEALTH DEPT. RY. DATE_ CITY ADMINISTRATOR RY ___ __ DATE--- TIGARD WATER DIST. BY v _ _ DATE-4-4- GENERAL TELEPHONE Ry—<L' DATE-45- U ATE_CU 5 A RYr- � SATt N. W. NATURAL' GAS RY w2A�A—f" DATE__. 7J/ P. G. I- 6Y_-��r r n 1h�_— DATE_e - it Z�' law. F. D.-V ( BY-_-_ __ DATE _= �I _ ---IJC cl✓�/1 Nc bT Please acknowledge receipt in the space provided above, and return this to the City as rapidly as possible. Very truly, R. L. Thompson Engineering Div. Re, : Englewood II -- I e I 1-5v a r� t e i I J CUL �pE;SAC DATA S W SCHOLLWOOp COURT 23 BOX M4 7 4-58 LINE �B' 2•.07�� f'cT �� Tc^ 2,2=. 79 1 R . 28' La 29.13 Aa 59-35-57 � � �. � 11tGr7.9Fi R' 5W F•IAZ!_WP LOOP / 223.18 ,r� , 2/-� 7?.-�� SF'R/NGWODU GR/VE { � 2 13.5 ri � if T� 2 29.72 �_� 14+7/.ZZH.t1EL woody L OOP 3+ Ie.S2 e TC 224,45 Fie -4S' L- 222.49 A- 288-16'54 �� UNCOVER /2" WATEe ANO c;RAI E EL.I 217.77 r` 22-q. \ 1 VER/FY LOCAT/ON r r c 23 36 _ CUL Gt aAC. ✓,�l .A 2,re 21 LT Tc .222-93 ;�, ) -____-----___ '._ Z f I.0 _ ^ R� 28 L� 22.54 Ai �'�G -07- ► 1 �- 1 � Q �� '�' TEE cs+'23 LINE= 'F3' � _ S. W. A.�HWGOp COURT .36 (7�i �' 1 2 + 34.95 12T T 1 14 PT f TC 2,24.48 �� I �ti � � I.E. 214' - •IH (1L") TL 211. 35� F: 2B' L - 25.3e 0 = 51-5iv- 4G n K 'Q/ � �� © TC 2(170 y^ %o-Pr TC ?24. 12 _ 3 •+' 37.42 (L EXTNP rC IZ.15 ;Z - 45 L• 122.97 �7= 2x3 53-119 .- `/� 70 Ox M� I 5+ 40 LINE 'B' h c i �� sE 0`rj '� Tc z 1135 �. `� S ,� 25 INLET 2 + 34. 9r, L"( 5 TC LII.Uy } 14028 L- 25.3e J = 1-56-40 9+50 RT. 5.W HAt lw h L GO P ? .,'S't IG' F79QM 0-mac LT. s W. SCHLWD CT /4 PT TC 211.92 :4 I.E 2 04.8 ro 15" `!'. \ ? 14 Y4 P-r �J TC 212.05 ON c:UX8 QCTURN O -� 1 E. 205. 11 12" I.E. 814.76 1 .__ . GP-ATE: ELEV. 210, 37 GRATZ f:i-EV- 217.78 r?S Q i�x 26 BC)X IVH 10+ 17 LINE V Z r0 C4 ,p QINLET ~��'�� h `sem 14+•2G T1 RT SW H ',ZLWD LOOP " 0 I W 0 0. LH. 21 . 17 I 1 I$' FROM 0+53 o* R T' SW ASHWC)OD CT 0: U��. a/� �� •C1 . 1 .� GRATE ELE V- . 0 Z20I1: n N JN CURB RETURN IZ `` I i I E. 205.51 IN BOX M'•� iO+'17 LINE Z Z € f'. 20,5.41 :.JUT i ��, 0+00 SCH041-W000 CT � rfQ ?".y � •� 21+88.44 LT $*- SPR'6WD DRIVE Q � r ' 0 0 Q GRATE: F L E V 208.90 //!2 /2.916 NAZE1 WOO,O L � �h � R9 C '`� / I E, 21 G.53 Z (� 2 Q W U at � I I �lN�Er 14 nos �MIPPT CU2B RE.TLJA NO 41 ,2A 45 44 23 3 0 I E, 205 I I ' GIZA-I'E ELE.V 208.32 \� �9 ` Q L I 4 r v' Z \,� 3 S e �! 22 I W N ( 01 2 \ cti I _ 4.7 I " o 2/ 0#-00 ASMw000 cr. I II a I I I 40 ''•,, �� / 9+?B./3NAZELWOOp �ih € at _- -¢ tel`' � � � r` w � 3 jLL r G ``\ \ c w0 1 \1 1y� / /1a ` \ , S 3 33 F -_"}r 110 0 FO- 300CL L3 /\ \ �' 50 R 1 \ Z 47 12 . 20 1. / ) � 45 R `�l � ` 1 � �2l [� \ Q 0,100 ASNYVOOU CT (1 9*28.!,3 HAZEL WOOD L ~I� IZ' 2 �` � � � /' � I J j 1 ` \ Z< 4 9 U I t l X11. 1 / \ \ 40 41 R ///s r Z ® w 15 <4Z a 3 .9 0 w \1 OOP __ 59 z7wtg•. \ A sA0iy5 � / � � CL W HAZEL W00-- -= - �� 14 Wwj \ 1-4 a \ �• / Il 90' L= 43.98 w � \ /& /g ) `\ 8+83,13 LT. T.C. 208,39 1€ L� N PT. Tc. 208.70 v � � 13 \�''� f I+b7.9(o RT. TC 219.37 } MID PT. TC. 208.92 V Iffj \ / '/4 PT TC 21�A 3 \ n < W Q � 12 � / MID PT TC 218.52 i4 PT. TC. 209.19 �� i r O +45 LT T C. 209.57 '14 PT TC 216.61 0 . O+45 RT TC 218.66 � � Q 22 .D = 110'-15'-08Lm 53.88 __ - / PLAN c� ....� 9+-59-59 LT T.C. 212•G 3 ® A= 90' L•43.98 ® �-- (n PL y4 PT T.C. 211.G8 AN / / / 12 + 57.DreRT TC. 219.09 � s. W A5HINOOD_ _ _ cQ� a C) / I/4 PT.• T C. 218. �. -�_ _ 0 •T-• MID PT. 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STR T TO M D AINAGE ANI Y W TA S PLANS ,t GENERAL NOTES INDEX DESCRIPTION SHEET No 1. ALL STATIONING SH4LL BE STREET CENTERLINE STPEE'F a STORM DRAINAGE PLAN PROFILE I STATIONING, UNLE. 3 OTHERWISE NOTED ON THE 5W SPTI,NG4,00'= DRIVE 8+33 94 +84 63 FLANS . S7 REF T & STORM DRAINAGE Cl AN PROFiLF SW SPR NGWOCD DR0,F 151•' o to <ti, C) 2. LOCATION OF ALL EXISTING UNDERGROUND STREET & STORM AGE PLAN - PROFILE - - 3 SW HAZELWOOD LOOP OC ; to 8- 83 13 UTILITIES SHALL BE THE RESPONSIBILITY OF SW GLENWOOD COURT 0.4 O 'o ::- 11.74 THE CONTRACTOR . STREET B STORM DRAINAGE PLAN- SW HAZELWOOD LOOP 8--83,13 to 14+71.22 3. ALL CONSTRUCTION SHALL CON (FORM TO THESE SW ASHWCOD OCO RT RO -# 0000o 2493 2 52 PLANS AND TO THE APPLICABLE REQUIREMENTS SANITARY SEWER F'LA N -- PROFI I . E OF THE C I "TY OF TIGARD DEPARTMENT OF PUBLIC SANITARY SEWER PLAN — PROFILE WORKS AND THE UNIFIED SEWERAGE AGENCY OF SANITARY SEWER PLAN — PROFILE WASHINGTON COUNTY SANITARY SEWER PLAN -- PROFi L E 8 COMPOSITE UTILITY PLAN g 4 BENCH MARK TOP OF 5/$" IR GRA ._...�. _ / 11 ON ROD W/ M-M ALUMINUM DING PLAN 10 �3I-AVF-F -ro � CAP IN 2 I P AT INITIAL POINT OF PLAT OF ENGLE WOOD F'F, 3 G VSs AND SOUTH LINE OF ROBINSON EXCEPTION . CITY OF FILE W. , BEAVERTON DATUM ELEVATION 176 73 FEET 5 STANDARD DETAILS SD - I "T-HRU SD- IG INCLUSIVE -J % ALL SPACES MUST BE ENDORSED J ARE INCLUDED WITH THE SPECIFICATIONS AND PRIOR TO APPROVAL OF_, THESE PLANS ARE A PART OF THESE CONTRACT DOCUMENTS . ---�7r, PUF3LIC WORKS D�''F'7. EiY- 2I7� _1 / 4.� J PLANNING DEPT V A rove v s (fit ) � 4 d ( � � 4 4 ♦ � 7 4 1.64 ---•__ _ DINT EiUILUING DEPT. By.",___�._..',.,__„_ � S. DATE. _ �� 1AJ1 �h0 E Itr Ir�t► 1�a1� COUNTY HEALTH DEPT. BY N �mC I ( DATE 5 IT � �>"' �'/ � l � �99W/ �4A111 t"'� 69 ft*rov� IMLs 64 '� c 091 A art & CITY ADMINISTRATOR � - — PHASE DATE_. = TIGARD WA I'I:R S DIST. BY r+ a � DATE_...__ L7CVL+O�EI�..f /G'*:,1 7�C,A" S��// � wVic 4c Bps-*4w T I!/r/tPI' �I"/�I{/�I"1q GENERAL 'TELEPHONE BY � / ./ ,./ DATE._.. S-7`75' / USA DT' „1I'RMJ>RI� aA" /0 4 A/T�I DEC SATES 14-75 5-24-7,5' /�+ 1 t ,t N. W. NATURAL GAS BY......_ � _ DATE S`l R 4 r G O!1M M�01r 1L'a t��i�r 4 i y 'S M / P. G. E ---; / / / P � .e. BY____ � DATE— S-G•-7S � NORTH TIGAR� � i�I�a1 � ®Y�__•- DATE__ 1', x �� tvt 1�o�rtr 1 VICINITY (IflpR >I� AMO 11.OM COM!•1E11011 r� C'r s�J mfg 7i�r j?L� tXlMS1�11Ct101L / / �'3 sJIA s Cf/ 9P A 41P f b /! .•/0+ 0-, f e c' f 940 a.s fie c- �I. FOR APPROVALS ONLY I DID LAND PLANNING LANE ENGINEERING "NOT FOR CONTRO99 5319 S.W. CANYON COURTuD IAND SURVEYINuCT� NI PORTLAND OREGON 97221 ENGLEWOOD NO I.CI OF ' a A k .. _ .. _.-•"'w i,,- ; „m.►�Pmtu��ce:.l,:,. nnxu+RiMlMatlr• _ . rrx. ,� • � . ... t.. �r � -. ,.... _.,.-_ .,.....�Y�w.,. ....,,tN Mnxa:KrC�lW:,ry.. ...s._...___--.•---..,...-•�..arMl�tMi�Mnre - (' 1 1 1 1 1 1 1 1 ! 1 1 1 1 il� 1 1 1 1 II1 I I lIt-III� III 1 111 1 I 4 .• ! I II � IIIIIIIi , I III 1 � I III1 ) Y I � I 1 � 1 11111111IIIII111 � 1IIIIII � I ) IIIIIIiIIIIIII111111 I NDTE: IF THIS M ICROF i LMED -+-�--- I �^-�• 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN -� TH 15 NOT ICE V-IT 15 DUE TO �^ �,,,yy""W QUALITY OF THE ORIGINAL 1 .xW+ ...004 f,AWING. 0c 62 92 12 92 S2 b2 E2 22 1 L OZ 61 AI d 91 91 bl c1 21 11 01 6 9 L ~�9 S b E 2 1'r�isn ►!II11111111111111�t1111111111111111111111►IIIIIuUtI11N11111111u1ulIIIIuIRutt411iIµ111111111111I1111II1III IIIIIIIIIIIIIIIIIII 1 11111 1111111111111161IIf IiIIIl111111IIIIlI1111I1111�N11�1 111111111IIIIIIIIIIIIIIIIIiI�1llYlYpW11J�WW(WLUUI�1�{�IIIIII } E I 1243c 241992 W-1.. _ aw W T re71..1cs4� 3 lel �, ✓VI FHI✓) T -, 104f rC rlyGc� i7 �C W,IAI I i r JWashington County F i re District No. 1 . 14480 S W Jenkins Road neaverton,Oregon 97005 June 2, 1975 ID LS U Iy U JUN 21975 CITY OF TIGARD Mr. eob Thompson Planning Onpartme;it 12420 S. W. Main Street Tigard, Oregon 97223 Dear Mr. Thompson: Re: Englewood Subdivision, Phase II The plans for this subdivision which you referred to us last week have been examined with respect to the requirements of the Fire Prevention Ordinance of Wnshington County Fire District No. 1 and have been found to L)e Deficient with respect to the turning radius proposed for the cul-de-sar3 which occur at the terminus of Schollwood Court, Ash-wood Court and Glennwaod Court. That ia, the plane show a radius measured from center point tW ,.,;:b line of 42 feat, while the fire code prescribes a minimum turning radius of 45 feet. In addition we have found no provisions for providing the prescribed fire fighting water supply. Fire code regulations require that standard hydrants Ina installed to the effect that each dwelling house site is within 500 feet of a hydrant capat,?^ of flowing a minimum of 900 g.p.m. at a residual pres- sure of 20 p.s.i. Accordingly, we are roturni.ng the plans to you withuut fire department endorsement. Very truly your-, 1 WASHING ON Ct'UUNTY FIRE D;9/T RTCT NO. 1 7'l;IAO Wiib:i n Dodge, P a a FvRminer Const ncfi.)n Inspector WD/b rr.: Murray McCormick Environmental Group Commonwealth Properties Inc. FIRE PREVENTION DOES NOT COST —IT PAYS Washington County t ® Fire District No. 1 14480 S.W.Jenkins Road Beaverton, Oregon 97005 June 2, 1975 D L�� U D furl 1975 CITY OF TIGARD Mr. Bob Thompson Planning Department 12420 S. W. Main Street Tigard, Oregon 97223 Dear Mr. Thompaa-i: Re: Englewood Subdivision, Phase II The plena for this e:,bdiv_sion which you referred to us last week hove been examined with respect to the requirements of the Fire Prevention Ordinance of Washington County Fire District No. 1 and hava been found to be deficient with respect to the turning radius proposed for the cul-de-sacs which occur at the terminus of Schollwood Court, Ashwood Court and Glannwood Court. That is, the plans show a redius measured from center point to curb line of 42 feet, while the fire code prescribes a minimum turning radius of 45 feet. In addition we have found no provisions for providing the prescribed fire fighting water supply. Fire code regulations require that standard hydrants be installed to the effect that each dwelling house site is within 500 feet of a hydrant capable of flowing a minimum of 500 g.p.m. at , residual pres- sure of 20 p.s.i. Accordingly, we are returning the plans to you without fire department endorsement. Very truly yours, WASHI) N COUNTY FILTRICT . i Wil urn Dadge, arfs Examiner .oust ion Inspector WD/b ccs Murray McCormick Environmental Group Commonwealth Properties Inc:. FIRE PREVENTION DOES NOT CO3T —IT PAYS r w � m G1 M t+ N +) 41 N s Ln N C E C al O +.) •.4 Q ti E O O m O H D 3 Rei O O� .93 C (11 m C O N C N l0 • M 7 Qi N ,q N .i E Cl r Z U Z $ g Z U C � di Z N o IJ1�l mo co 0 -t00 to 2 +7I 52 to 2 +93.12 FL. AN -- PROFILE 5 F L_ AN -- PROFILE 6 PLAN -- PROFILE 7 LAN -- PROFILE 8 PLAN g ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS PUBLIC WORKS DEPT. BY/_ �' 4DATZ_4' PLANNING DEPT. BY. DATE . . `_ - 7.; BUILDING DEPT. BY-,_ �_'` _ _. DATE .J�� COUNTY HEALTH DEPT. DATE.__...."'"- -- CITY ADMINISTRATOR HY._ _ LA _ DATE_-__ - TIGARD WATER DIST. ___. ._ �._.--- GENERAI_ TELEPHONE U 5 A* 11 BY -_. _._ _V _ ..__ BATE N. W. NATURAL CTAS BY . DA'E!?.w � r f P. G. E. 4M. F. D.> / BY_..__ ,_ DATEpop— __.. ?`?7-S_— Wei ! o,,4e° Flip "P7 MI,- vl f IIV&1.2 C os, 7m ,4 f r S INA L. CIRCULATION COPY � 5319 S.W. CANYON COURT ON! PORTLAND, OREGON 97221 APR Z 11�� UNIFIED SEWERAGE AGEN%:Y OF WASHINGTON COUNTY ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OI:LGON 97113 (503) 648.6621 HOARD OF COMMISSIONERS May 30, 1975 Joel Wesselman General Mananar 'IURTON C.WILSON.IR.,Chairman Room 302 VIRGINIA DAGG RICHARD C. HEIST ER HAY MILLER ROD ROTH City of Tigard .c�t �'j--L) P. 0. Box 23557 Tigard, Oregon 97223 1975 CITY OF TIGARD Gentlemen: RE: ENGLEWOOD - PHASE 2 Enclosed for your file is a set of the construction plans on the ab(-de-referenced project which has been approved by this Agency and the Department of Environmental Quality. Very truly yours, Charles F. Liebert, Manager Engineering Division CFL:vr cc: Murray McCormick, Inc. 72-4A a1, w1 J 2 4 ,E=li _ - ,' AGE PLAN-- PRC E- ,1 o 14 +71.22 to 2 +71 52 R 2 493. 1' N --- P R O F I L E - ___..._ 5 �N -- PROFILE �N -- FRJFILE.___ _7 N -- P R 0 F I L E.. .__ .-._.._ . _ _---. .._.�.� 8 9 ' n 10� -jv ' o ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS Xlr.= DATE PUB1_IC WORKS DEPT. El Y DATE_ �Zr BY_ ` PLANNING DEPT. .4J�-- BUILDING DEPT. BY- -- - DATE- --- COUNTY HEALTH DEPT. BY_��-L-49- - DATE-- --- -- IV E A _ _. DAT -_ ~- --- CITY ADMINISTRATOR BY TIGARD WATER DIST. Tlr�4 {. 6 DATE -- __ r - GCNF*RAL TELEPHONE BY USI( l2_/Pif�1�DATE N. W. NATURAL GAB BY pa `�'_ - }��y��► DATE_ G.-1.S __ P. G. E. BY_�U-�" _ DATE 6 -2- le �s t" _ �niI r0{-y �e�F- P► igtnN�� SiAN��-a..r� S t �1IC 11 // J J FINAL. --�-T- CIRCULATION COPY 53.9 S.W. CANYON COURT PORTLAND, OREGON 97221 _ /v APR 20975 Pay� City of Tigard INSPECTION REQUEST for S� Vr woe- ETk t k r &,0<511 Id s INSPECTION TIME : '1S' PERMIT NO. : DATE: DATE ISSUED:_.Z OWNERS NAME : I ADDRESS , C 0 N T R A C T 0 R : --o�E�-L TEST: Air ❑, Water p , Visual , Laboratory ❑ RESULT: Approved , Disapproved ❑ , Pending [] SKETCH: �{5 Pife- AW)wVE.D 571:5. � ST#NPOW a i*7AIL I3 I I f✓ INSPECTOR DATE COTE : Attach supplemental test dc•a hereto hD -� o5 �n.�IE u100 �1 /vn . 1, Sri (:�i ✓r si��2. DEPARTMENT OF RONNUNITAL QUALITY 1234 S.W. MORRISON STREET Y PORTLAND ORE. 97205 Telephone (503) 229- ►`U.3, RO}.T:RT I.I. STRAU5 'ay 7.3, 1975 GOVLRNOR KESSLERR. CANNON Dfrerlor Unified Sc�-,erage Agency of 11ashingten County 150 Morth First Avenue Hillsboro, Oregon 97123 RE: S - USA (Tigard) REECEiVED ATTE11TIO11: 1,1R. CHARLES LIEOFRT MAY �, �; 19%5 Gentlemen: CITY OF TIGARD We have reviewed plans for proposed construction of the folio%,,- ing sanitary sewer projects which drain to the Tigard system: • ,�.�- -i•iaq tt�3u bd i v i s i nti•` .. _ .22 Fngleviood Phase H. These projects are herewith approved subject to the enclnsed standard provisions. The sets of plans ctO:mitt.cd for cath project are being returned hearing our stw.ir) of provisional approval . Cordially, KESSLER R. CAHNON i '�cFor Harold L. Sa►:ver ASsistallt' Director 11a,er Quality Program AHJ:rgn enclosures Portland Regional Office, hEQ cc: Vashington County H-alth Jehartrent City of Tigard hurray - lScCormacl: Inc. Alpha Engineering . ►�<<,c hrl ltol••rial• I 1 May 12p 1975 Fate Porrina Portland Caneral Electric C,�. Western Civision 1465E ".'„!. ,:,Id Scholl* f drry Beavertong ^rwjin 970DE Re: rnglewood II Sucdivieion Door path: In reply to your letter dated April 299 1517;:, I have submitted a r camr,Eindati -;n to out plunning office rmi.ts ratin- Oic n, •...1 t,; incur¢ provislun of a 1'ivy root vide tI., aded) rront lct utility sar,sment on the final plot of [%lowood II. Alsop 1 have alread specified such on the prelimin ri construction plan for said project; said plan to be issuse to the devel- oper upon cumpli:tl -..n of sur reviaw thereof (i.*. the 'approved plan' ) . Horan this resolves thif porticular problem for your firm anc% else, rot ct.hc?. of file tit: utility agenciise very truly, J. 5. Hngmnn `;upt. F.ngineeri-gj cct NW Natural Gas Co.- Portland. Attn: Dick Tennant aensral Talap--ione ;o. - Tiyard Attns Clint H::vitt fill! L_r o 14+71.22 - to 2+71 52 2493.12 N --- PROFILE 5 , N -- PROFILE 6 , N -- PROFILE 7 N - PROFILE 8 AN 9 10 P P R o v r n cn MAY-2 3 1975 Ilibloct to rro.,1gjwj7,ill :�!, • sime date. :,,' -in ,A v ILaiml. QUALITY '4k ALL SPACES MUST BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS IUSLIC WORKS DEPT. My------- DATr:-- APPRO -v PLANNING Dr--PT, By----- DATE BUILDING DCPT, Sy- DATE COIJNTY HEALTH DEPT. Ely...... —-------- DATE u CITY ADMINISTRATOR 9y-—----_- _ DATE TIGARD WATER DIST. By DATE GENERAL TELEPHONE L:ly- U S A IRATE N. W. NATURAL GAS P. G. E. DYDATE T. R. F D. DATE StateofOlepo, OF QUA, 9 75 WATER USA D.EQ. COPY N 5319 S.W. CANYON COURT PORTLAND, OREGON 97221 THE MURRA McCORMICK,* ENVIRONMENTAL GROUP ECOSYSTEMS ANALYSIS • PLANNING • LAN(' SURVEYS• ENGINEERING FROM: cr f; r PC AJleiC 1,4ra d tJ_,//7Z��„ccj c' TO: ✓e HA.1 / is C�m,a,v , (%�i1'Y .�/d�/•+J�L�i2. FILE. 4910V Sep DATE: SUBJECT. GENTLEMEN ENCLOSED HEREWITH ARE: PRELIMINARY MAP TENTATIVE MAP FINAL MAP OR PLAT CONSTRUCTION ESTIMATE CONSTRUCTION PLANS _ SPECIFICATIONS CUT SHEETS FOR GRADING PLAN D r' t M(1Y 15 1975 QF TIGARD YOURS VERY TRULY THE MURRAY—McCORMICK ENV'RONMENTAL GROUP BY l { WHITE TO CLIENT PINK TO FILE GOLDENROD TO TRANSMITTAL FILE ENGLEWOOD PHASE II BID SCHEDULE A SITE PREPARATION Item No. Description and Unit Price Total Amount 1..A Clearing & grubbing, complete, at the lump sum of Two thousand Dollars and no Cents $ 2. ,000. 00 per job $2 , 000. 00 2 . A Stripping and disposal of material in landscaping berms , complete , at the lump sum of Four thousand Dollars and no Cents $ 4, 000. 00 _per job $ 4, 000. 00 3. A Grading, including excavation , embankment, and disposal of surplus excavation in landscaping berms, complete, at the lump sum of i Seventeen thousand six hundrerpollars and no Cents $ 17, 600. 00 _per job $ 17, 600. 00 4 . A 15500 square yards , 2"-0 rock base, 6" compacted thickness , complete , in place, at the unit price of One Dollars and thirty Cents $_ 1. 30 —_per square yard $ 20,150. 00 Al 5/13/75 MMULMMAAL FNGLEWOOD PUASH II BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING Item No. Description and Unit Price Total Amount 5. A 15500 square yards , 3/4"-0 crushed rock base, 2" compacted thickness , complete , in place, at the unit price of No Dollars ar.d forty•-four Cents $_ 0. 44 _ per square yard $ 6 , 820. 00 6 . A 15500 square yards, asphaltic con - rete surface, Class C, 2 " compacted thickness , complete , in place, at the unit price of One Dollars and eighty-nine Conts $ 1 . 89 ____per square yard $ 29,295 .00 7 . A 15500 square yards asphaltic concrete surface, Class C, 1" compacted thickness to be constructed 1 year after completion , complete, in place at the unit price of One _.._ Dollars ar.d thin -one Cents $ 1. 31 per squ arc yard $ 20, 305 .00 13. A 7875 lineal feet, standard curb (including drop curbs for driveways and wheel. chair ramps) complete in place at the unit price of Two Do 1.1 ars and twenty-five Cents $_ 2. 25 —_mer lineal foot $ 17, 718. 75 A2 5/13/75 ENGLEL•JOOD PHASE II BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING No. Description and Unit Price _ Total Amzauni: 9 . A 25,630 square feet, (including wheel chair ramps) concrete sidewalk, 4" thick, including rock base, complete, in place, at the unit price of No Doll ars and eic7hf y_f w o Cent s per square foot $+21, 016.60 . 10.A 7370 square feet, concrete sidewalk, 6" thick (for driveways) including .rock base, complete, in place at the unit price of One -Dollars and_ five -- Cents $ 1. 05 __per square foot '. - A 680 truck cubic yards , 2 "-0 rock base, (for soft spots , including e- ^aa-Lion . id disposal of un:3uitable materials) complete, in place, at the unit price of Seven Dollars and no _ _ — Cents $ 7. 00 ^ ___per truck cubic yard $4, 760. 00 1.2 . A 1 each, 6 ' wide, sidewalk street crossings , complete, in place, as shown on the plans, at the unit price of Two hundred fifty Dollars and no $ 250. 00 'per each $250. 00. A' 5/13/75 ,.. ,,::,,d„ -.v: . d.y:icwwnmA:. rnp:i :i' .,.emtxiuMPeJGw�ftiOCah.'"LLGwY'MidGbU+ Y1� ^ .. .-. ,.. ENGLEWOOD P11ASE II BID SCHEDULE A (CONT. ) STREET GRADING AND PAVING Item No. _ Description and Unit Price Total Amount 13. A 110 lineal feet extruded asphalt curbs, complete, in place, at the unit price of Two Dollars and no Cents $ 2 . 00 per lineal foot $220. 00 TOTAL AID SCHEDULE; A $ 151. .873 . 85 A4 5/15/75 ENGLEWOOD PHASE II BID SCHEDULE B STORM DRAINAGE Item No. Description and Unit Price Total hinount 1. B 863 lineal feet, 12" concrete pipe (extra strength/ASTM C14) loc sted in Paved areas , including select bedding and back- fill material , complete, in ple.re , at the unit price of Ten Dollars and ninety Cents $ 10. 90 _ per lineal foot $9 , 406. 70 2 .R 1532 lineal feet, 1.5" concrete pipe (extra strength/ASTM C14) , located inside of paved areas , including select bedding & backfill material, complete, in place, at the unit price of Twelve bollars and_ sixty Cents $ 12 . 60 per lineal foot $ 19,303. 20 3 .H 130 lineal feet , 15" concrete pipe (extra strength/ASTM C14) , located outside of paved areas , including select bedding material , complete, in place, at the unit price of Eight Dollars and ten Cents $ 8. 10 _ _der lineal foot $1, 053. 00 4 . B 156 lineal feet , 48 " corrugated metal pipe, including select bedding & backfill material, complete, in place, at the unit prase of Twenty-three Dollars and fifty Cents $ 23. 50 Per lineal foot $3_L666. 00 Rl. 5/13/75 IMUEL 4GLLWOOD PHASE II BID SCI3E,DULE B (CONT. ) STORM DRAINAGE, rir_m No. Description and Unit Price Total Amount 13. 13 12 each, standard box manhole, complete, in place, at the unit price of Four hundred Dollars and no Cents $ 40_0. 00 per each _ $ 4 , 800. 00 — r. R 1 each, standard manhole., complete, in place, at the unit price of Five hundred fifty Dollars and no Cents $ _ 550. 00 _ er each $-550. 00 7. 13 1 each, shallow manhole, complete, in place, at the unit price of Four hundred fifty Dollars and no Cents $ 450. 00 _per each $ 450. 00 $. 13 1.0 each, inlets , complete, in place, at the unit price of Two hundred twenty five Dollars and no Ceni-.q $ 225. 00per each $ 2 ,250. 00 B2 5/13/15 -NGLI:WOOD PHASE II B'''_+ra SCHEDULE; B (CONT. ) S`1'OPM DRAINAGE; i t.em No. Description and Unit Price Total Amount 9 . 13 Drainage ditches , complete, in place, for the lump sum price of One Dollars and no Cents 1. 00 per job $50. 00 10 . 13 40 truck cubic yards , rock riprap (6" to 12") , complete in place, at the unit price of Thirty-five Dollars and no Cents $_ 35_00 _per truck cubic yard $1 , 400. 00 _ TOTAL BID SCHEDULE B $42 ,928. 90 B3 5/13/75 „ ENGLEWOOD PHASE II ; BID SCHEDULE C SANITARY SEWER Item No. Description and Unit Price Total Amount 1 .0 1434 lineal feet, 6 ” concrete pipe, located in paved areas, including select bedding and backfill material , complete, in place , at the unit price of Ten --Dollars and twenty Cents $ 10. 20 lineal foot $ 14 , 626. 90 2 • C 440 lineal feet, 6" concrete pipe, located outside pared areas , including select bedding material, complete, in place, at the unit price of Five Dol l ars and sixty Cents $, 5. 60 _mer lineal foot $2 , 464. 00 3. :; 3745 lineal feet, 8" concretes . P P •i F located in paved areas , including select- bedding and backfill material , complete, in place , at the unit price of Eleven :7ollars and—_ twenty_ Cents $ 11. 20 _ mer lineal foot $4.1,944 . 00 • C 547 lineal feet , 8" concrete pipe, located outside paved areas , including select bedding material, complete, in place , at the unit price of .`even Dollars a1 3�`forty Cent9 $ 7. 40 _ Tomer lineal foot $ 4 ,047. 80 Cl 5/13/75 ENGLE"NOOD PHASE II BID SCHEDULE C (CONT. ) SANITARY SEWER Item No. Description and Unit Price Total Amount 5. 0 18 each , standard manholes , complete, in place, at the unit price of Six hundred fifty Dollars and no Cents $ 650. 00 per each 0 0. 0 0 6.0 2 each, break into existing manhole• 15" concrete pipe, in place, at the unit price of Two hundred Collars and no Cents 200. 0 0 _ p�r each $A00.. 00 7. 0 71 each, tees or wyes , complete, in place, at the unit Price. Of Twenty-fimre _Dollars and. no 4 _Cents $ 25 . 00 __yer each $_l,7 75. 00 9.0 Adjust rim elevation existing manhole on Springwood Drive, as shown on plans , complete, in place, at the lump s-.Am of One hundred fifty _Dollars and no Cents $ 150. 00 0 0 , _.—_._.fie r job _ $ 150. 00 TOTAT, HID SCHEDULE C $77,107 . 60 _ _^ C2 ENGLEWOOD PHASE II SUMMARY OF SCHEDULES TOTAL BID SCHEDULE A (gs� $ 151, 873. 85 TOTAL BID SCHEDULE B Sr .'1 $ 42 ,928. 90 TOTAL BID SCHEDULE C ( S��, s e c.a,� $ 77, 107. 60 TOTAL OF BID SCHEDULES $.2 71 910. 3 5 r o MCMDnagle quest:on-d the -.e.c:c of an '_r-.�gation System. r o Bartel asked the applicant if he wXs aware that the plant materials he provided wduld have to survive. o Applicant said he was. o Motion to approve as drawn/r (McMonagle) subject to staff .recommendation that' a curb be provided be- tween the sidewalk area. on SW Pacific Hwy. and the outermost service Zane or landscape the first 10 ft. to conform with code and subject to the additional conditions that: 1) The applicant provide an adequate irrigation system fQi landscaped areas. { 2) Rain drain from building discharge into storm �Xrain. 3) The /licant will sign a non-remonstrance a.grem-6ment for the eventual improvement of SW ,Park and provide a legal driveway approach per° his site plan. o Seco4e'd (Cook) , passed unanimously B. Architectural Review i 1. Applicant described the remodeling and the materials to be used. i� 2.,. Motion to approve (Cook) , subject to review of materials. Seconded (Hames) , carried. X 4.2 SDR 10-75 (Englewood Gardens/En lewood Too (sic)- Snyder- Ryan Interstate Development Co.� ! A. ,Site Development Plan Review 1. Staff report was read by Pol.vell. 2. Applicant's Presentation: o Joe Van Lr;,i, architect for the project, described proposal. 3. Board Discussion and Action o Bartel asked about garbage collection facilities. Said he was concerned with the apparent distances involved. o Applicant suggested 100 ft. should be a maximum distance. DRB Minutes - May 13, 1975 - page 2 o Bartel asked about rutsi : e i.gh`in . o Applicant said there 'd be no lumina.'.res on pores, that lighting would be from low (mushroom) fi::tur•es. o Hames asked about wood storage .for fireplaces. o Applicant said probably it would be no problem. o McMonagle said he felt the distance between catch basi_n3 was excessive. o Applicant said that the engineers had recommended the location and sizing. o McMonagle suggested that the applicant determine a storm capacity and flood frequency for the system and then determine if It is adequate. o Bartel asked. if there is adequate parking space. o Staff replied that there appeared to be more than sufficient parking available. o Moved (Cook) to approve Englewood Gardens subject to : flapproval ofdrainage by staff location of garbage collection points per approved site plan, as amended and ' staff recommended conditions as follows: 3) All on and off-site landscaping, including screening vegetation and street plantings will be installed and inspected before occupancy. 4) Sprinkler irrigation to be provided through- out. 5) The applicant is to contact Commonwealth and coordinate landscaping, plant materials, scheduling, pathways and outdoor play areas in particular, with them on the Englewood Too portion of the project, subject to staff review. o Seconded (Wakem) , carries unanimously. o Moved (Cook) to approve Englewood Too subject to staff conditions, redesign of unius bordering the commons area to provide a blend from develop- ment to open space, and. provision of additional garbse collection facilities per approved site plan amended) . * Second (Hames) , carried un?nimously. SDR Minutes - May 13, 1975 - page 3 � t B. Architectural Design Reiiew o The applicant presented elevations and discussed design concepts involved. o Moved (Cook) to approve, second (Wakem) , carried unanimously. 4.4 SDR 12-75 (Coco 's & Plankhouse --Way...tee).-._.._.. ----. ---- A. Site Development Plan Review 1. Staff report read by Powell. 2. Applicant's Presentation: o Tom Amberg, Alpha Engineering, discussed the site plan. Hal Beigley, Beigley/Kraus, disc.issed the landscaping. 3. Board Discussion and Action o McMonagle asked wha� ""'Mould be done about access to rear of Coco 's. / o Mr. -Amberg said h /recognized the problem and that parking spas could be sacrificed to pro- vide better acc ss. o Landscaping a d screening of the east lot line Of Coco 's wa generally discussed. o Amberg sai, that a bond would probably be an acceptable solution. o McMonagl asked how the landscape architect would s ve the problem :f the state right-of--way adjace t the site. o Hal eighley said that turf would be an acceptable sol ion, taking the plantings near the parking ar s and regrouping tYc�m as feature plantings. o Wakem asked if the applicant could solve the roblerrs seen by staff with respect to back c.ut ' clearances. b Amberg said that any problems yet remaining could be solved. o Cook asked about the existing trees (next to iii-Hat) o Amberg saidone row wuuld remain excepting those in thz service yard area. DRB Minutes - May 13, 1975 - page 4 l f May 120 19'15 Pato Perrino Portland General Electric Co. Weatern Division 14655 5.W, Old Scholle Ferry Rd. Beavertonp Oregon 97005 Rat Englewood I1 Subdivision Door Pate= In reply to your letter dated April 29, 1975, 1 have submittod a recommendation to our planning office roiteratin the need to insure provision of a five foot wide Lraded) front lot utility eacdment on the final plat of Englewood II. Also, 1 have already specified ouch on the preliminary construction plan . for sold project= said plan to be isisued to the dovel— opor upon completion of our review thereof (i.e. the 'approved plan$ ). / Hope this resolves this particular problem for your firm anc& sloop for other affected utility agencies. Very truly, jo J.S, Hagman Supt. Engineering Division ccs NW Natural Gas Co.- Portland d Attn= Dick Tennant �GJ General Telephone Co. — Tigard Attns Clint Hewitt file A Ri"'('EjVED MAY 2 1975 1brtlandGeneral Electric Company CITY OF TIGAF3D WESTERN DIVISION 14655 SW OLD SCNOLLS FERRY ROAD BEAVFR1014 OREGON 97005 6435454 April 29, 1975 , Mr. John Hagman, Supt. Engineering Division City of Tigard P. O. Box 23557 Tigard, OR 97223 Dear John: In checking the utility plan we have just received for Phase Two of the Englewood Subdivision, five foot wide sidewalks are show__u adjacent t_Q____- the property line.. With the streets paved at a 34 foot width, rather than 3Z-�or 30, the combination of sidewalk and pavement widths restricts the open utility space available to P. G. E. and the telephone company. We cannot install our conductors in a location that will be overlaid by a sidewalk due to future maintenance problems that may arise over the course of years. There are alternates that can relieve this limitation. One is that you reduce the width of the sidewalk and/or the width of the street. The other is to specify that there be a .five foot front In' utility easement avail- able to us. A utility easement would have to be graded by the developer to the same elevation as the top of the street curb so that our circuitry would be at a uniform depth of three feet all through the subdivision. As we now have no special rate for underground service anymore, the developer has to either do the trenching and grading for us, or -we do it and bill him for the expense. This problem of insufficient space for our lines will stall our engineering design for Phase Two until some solution c(�'�an be agreed- on, so I would appreciate an opportunity shortly to rer3o Very tr(ily ours, Pete Perrine Marketing Department c: Bruce Clark, City Adm. Roy Henderson, PCE Engineering Dept. Clint Hewitt, General Telephone ro.. THE NIURRAY= MCCORMICK 1r' ENVIRONMENTAL GROUP %IN ECOSYSTEMS AN •CLYSIS • PLANNING • LAND SURVEYS • ENGINEERING April 18, 1975 0910936 Nick Hiebart, Director of Public Works City of Tigard Department of Public Works 12420 S.W. Main Tigard, Oregon97223 Re: Englewood Phase 11 Dear Nick, Enclosed, please find nine (9) copies of Construction Drawings and Standard Details for Commonwealth 's planned. residential de- velopment, "Englewood II". It is our understanding that you will distribute these drawings to the various utilities, the U.iified Sewerage Agency and Tigard Water District. We would appreciate the opportunity to stay -Li close communication with you. If any nroblems develop, please inform Ls as soon as possible. We are very anxious to begin construction . Very truly yours , MURRAY-McCORMICK, INC. Corky Ket terling , F .E. Project Engineer CK:aw Enc" .,sure O ��n U TT y•� "\r11`` OF GO 1 -n.r•I�°r,r1,1 r•"I It t'T C a If'?r- yr,r t t,r-ca TL ANO, OREGON 5372P1 503•P97-1:361 wwcnAM�MtO nM(-'1 P430—AND 01ILL[VU111 OAKLAND NOWPORT07ACM NOVATO SOMMIA OANTACLANA LAKIIITAMO111 I 2 Q � op ............ r .. o .... .: wl 2Cly i V - O co ., Pl et , 's • N. za'VG „ io W � •a90 � 0 � � k _ Li.. > 0� 1 Z00 CIRCULATION COPY n - _ 3j A( L, SPAf.'US, MUST E3F FfY�I•";f... ul Al Or TF11-SE PL $ � ". UI r.. _ _ .j... DATE DATE (1 c).aTE t7 DATE �'� ✓� L[__ / L� . ..............«....: DATE_ F- ��OM'liiHr�CeIvO O/' 4/1 A�r� !— N W rvn;.M;,l. Gni; eY _.._•DATE_ r tL 7f eY DATE I �� fsROF/L T. r`. p By DATE_ S I , N S NY DATF 5�_WGLEN WOOD couRr - SCALF H- „-sv', v- r ** $Ec Nor-- SMT. ty � t I RrV CURB RADIU9ro dDJ 7.9-73 JU M U u [� f I I,` )0_1_N4o. _0910936 SHIFT U DATF�MA KG N 1915 Ali C) F; 1975 DRAWN JBJ�AR. DESIGNED 4AV CAK iATY OF TIGARD cNICKED, c-PK A"NOVED a Of (o SLATS February 17, 1975 Mr. Ernest E. Platt Commonwealth Properties, Inc. 3£300 SW Cedar Hills Blvd. , Suite 225 Beaverton, Oregon 97005 Reference: File S 3-74 - Englewood Phase II Dear Mr. Platt: Thia leiter ,� f i cit,lly ro tM es you thnt your request for a sub- division was approved by the Planning Commission on February 4, 1975, subject to both preliminary plat and variance conditions, to include those listed on copy of Plnnning Commission minutes (page) 2 enclosed. If you have any questions or need additional information, please feel free to contact this office at 639-4171. Sincerely, Jerald 14. Powell, nssocAIP aT:ps Fnc 1. 5 3 y ? NII TES TIGARD PLANNING COMMISSION February 4, 1975 Twality Junior High School - Lecture Room 14650 S. W. 97th Avenue, Tigard, Oregon '. 1. CALL TO ORDER i" The meeting was called to ordeZPowell by Chairman Whittaker 1 2. ROLL CALL Members present: Hansen, Nicoter, Sakata, Wakem, Chairman Whitter and staff mem 3. APPROVAL OF MINUTES // The minutes of the uary 21, 1975, meeting were amended to show that (item l discussion was cut off by Chairman Whittaker and (item #7) animous ballot was moved by Hansen. Minutes were then roved as amended. 4. PUBLIC HEARINGS 4.1 Public Hearing (Subdivision Preliminary Plat) S 3-74 ` Continued from January 7_1, 1975, to allow applicant to submit alternate lot arrangement and entrance to S. W. Schollwood Ct. from S. W. Hazelwood rather than from S. W. Springwood Drive (see minutes of January ?_1, 1975) A. Staff Findings Staff findings remained substantially unchanged from staff report of January 21, 1975. Staff noted that the alter- native scheme presented also met code requirements and eliminated staff reservations concerning the alignment of S. W. Hazelwood loop intersection with S. W. Ashwood Ct. and concerning the entrance of S. W. Schollwood Court on S. W. Spring•ood Drive. Applicant had also taken the opportunity to iden':ify the utilities easement on S. W. 115th as requested t,y staff and to clarify the location ` of the pedestrian path through the multi-family residential Iarea contiguous to lots 8-19 of the proposed plat. B. Testimony I 1. Proponents: representing applicant offsred to make any explanations that may be requested 2. Opponents: none C. Staff Recommendation: Approve alternative P wit', conditions as previously amended: 1. that all pertinent conditions set forth in Ordinarice 73-17 be faithfully adhered to 2. that the applicant provide a detailed landscape plan in accordance with Cl:. 18.56 and 18.58 TMC before final plat approval - such plan will reflect the con- ditions in 111" above. 3. Street and right-of-way widths must all conform to Chapter 17.28.080, TMC. 4. Ccnstructi.on plana for street improvements will be re- viewed and approved by Tigard Public Works before con- struction may be started. 5. Additional right-of-way be granted along the multi- family tract at such time as the multi-family area is developed. 6. The applicant will secure the proper and timely approvals from the Oregon State Highway Department .for improve- ments to S. W. Scholls Ferry Road. 7. Access to multi-family tract may not be within 100 ft. of Scholls Ferry on 121st. 8. Construction and landscaping of S. W. Springwood Drive will be compatible with the 50 ft. section of Springwood in the Phase I development. 9. The applicant will include temporary easement develop- j ment of 115th Avenue in this Phase II development. 10. A 5 ft. easement for utilities be provided alo-ig all lot lines excepting only that should a building be built across such an easement and the easement is not in use, the easement may be vacated. D. Commission Discussion and Action ,1. Commissioner Porter asked if there was still a request for a varisnce to allow a sidewalk on one side of S. W. j Hazelwood loop and if there would be sidewalks on S. W. Schollwood C+. 2. Staff responded that the variance would now only apply to the portion of S. W. Hazelwood loop between S. W. Springwood Drive at the east and S. W. Schullwood Ct. j on the west and that Schollwood Court would also have sidewalks on both sides. PC Minutes - February It, 1975 - page 2 ` its 3. Moved (Popp), seconded ( Nicoll ) to approve subject to recommended conditions (preliminary plat & variance). 4. Motion carried, unanimous blic ear n`g on Floo Plain Fil arm =74 Cont ued from November 5, 19,74, meeting t0 allow the City to se ure an engineer's opinion on the proposed project and to llow the applicant sufficient time to provide a more de iled plan. , A. Staff ndings Powell p sented the staff report (q. v.), pointing out that ile the City had sought engineering assist- ance from t a U. S. Corps of Engineers, the applicant had failed t produce engineering of sufficient detail to review. B. Testimony 1. Proponents a. Mr. Alex Ar eniev of Sleavin-Kors engineers, who develope the "concept proposal" asked the Commission to approve the permit based on the applicant's su mission so that the applicant could find a pu chaser who might have the resources to car y out the proposal. b. Mr. Jerry Cach sta ed that he'd been trying to sell the site for s veral years but could find no takers due to the flooding problem. 2. Opponents: none appeared C. Staff Recommendation Staff recd,~vended denial, finding that the applicant had not fuinitshed a sufficient app cation or site plans as required by ordinance ("Fa no" declaration not addressed) r. Commission Discussion and Action 1. Whittaker stated that: filling seems ossible on } the proposed site but that there seem to be insufficient information to base a dec sion upon. �. Nicoll stated that drawing required. i 3. Porter wanted to know what the applicatio wss for and what the effectof ttie-Commission's act . n would be• PC Minutes - February 4, 1975 - page 3 \ MEMO TO: Ernie Platt LATE: January 23, 1975 FFOM: Bud Roberts SUBJECT: Englewood Phase 2 0910935 The Tigard Planning Commission at last Tuesday night^ meeting tabled a motion to approve the Preliminary Plat of Phase 2 as submitted with the sidewalk variance requested, subject to a- mended conditions as follows: 1) The subdivision will meet all conditions of the Condi- tional Use Permit. 2) A detailed la,idscape plan will be submitted similar to the one submitted for Phase 1. 3) Right-of-way and street widths shall conform to the sub- division requirements. 4) Additional right-of-way, and detailed plans for the traf- fic flow, street improvements, chanr-elization and road- way tapers on S.W. 121st and its intersections with the multi-family access and Scholl's Ferry Road will be re- viewed in conjunction with the su}imittal of development plan- for the multi-family site. The procedure for es- tablit,'iing a local improvement district will be used to determine the asses-ement formula. Final configuration of improvements on Scholl's Ferry Road are subject to State Highway Department approval. 5) Springwood Drive is to be landscaped and sprinklered similar to the Phase 1 portion (50' right-of-way portion In Phase .1) . G) All lots will have a 5' side and rear utility easement. Such easements cin be vacated in the event that no uti- lities are constructed on a case by case basis, to con- struct structures with no sideyards where otherwise per- mitted. 7) A common utility easement will be recorded across Phase 3, concurrent with Phase 2 development, following the preliminary alignment of S.W. 115th. THE: MLIRRAY-MrrUf7MICK ENVIRONMENTAL r3RO IP January 23, 1975 0910935 Page 2 As a result of the planning director's inquiry, an altArnati;s street zattern for Schollwood Court wa- introduced which turns it 90 decrees from the submitted plan, connecting to Hazelwood f.-)op rather than Springwood Drive. Five of the commissioners seemed to favor this configuration. The motion was tabled so that lot dimensions and other details could be placed on the plan. Vy prediction would be that the commission will approve the re- vised preliminary plat during their next meeting February 4, 1975 at eight p.m. with the above conditions plus additional sidewalk along the outside of Hazelwood Loop from the west end to the centerline of Ashwood Court. Some oL_%er minor changes were made on the citernate plan, which were suggested by the planning director: 1. The required utility easement on 115th is shown. 2. Tno alignment of AShwood Court was revAsed slightly and the radius of Hazelwood Loop reduced slightly to make their intersection coincide with the end of the curve. 3. An approximate trail alignment is shown through the multi-family site to assure the commission that it will be built. 4. Lots 25 through 35 are designated as zero side yard to Permit clustering. This action if approved would per- mit a reduction in the number of driveways on Spring- wood. (The planning director's suggaation related only :o lots 2.5 through 29, but the same principle would ap- pear to be applicable to the isolated group across the street as well) . Revised prints are transmitted herewith for your review and ap- proval. aw cc:: Jerry Powell 93 THE MIJV4RAY-MCCOkMICK ENVIRONMENTAL GROUP i' 8. Ball felt need was not demo rated and that any prior commitment implied was valid; alae felt that most of the opponents' t imony was without merit. 9. Porter moved deny the request and Ball seconded. The motio arried with a majority of the Commissioners votin es and Hartman voting no. I 5. PUBLIC HEARING (Subdivision) 5.1 and 5.2 S 1-75 Englewood PD Phase II Subdivision *Note that staff report says S 3-74 in error. - hearing; opened - A. Staff Findings - staff report and findings were presented. Staff indicated that Exhibit "B", a letter from the Fire District, had been the result of a misunderstanding and felt the City was without responsibility. B. Testimony 1. Proponents: a. "Bud" Roberts of Murray-McCormick Environmental Group presented the preliminary plat and recited the reasons for request of a variance. 2. Opponents a. none were present - hearing closed - C. Staff Recommendation: Approval with conditions recited in staff report as amended. #6 and #7 will be conditions on the multi-.family develop- ment. #9 amended to .. .in the 50' right-of-way section. . . #10 amended to. ..include dedication of a temporary ease- ment along the 115th right-of-way for utilities. D. Commission Discussion and Action Nicoli wanted to know about greenways. Hartman moved to table, second (Porter), failed. I Hansen moved to accept subject •to amended conditions. Wakem veconded. Hartman moved to amend to not allow variance. Died for lack of second. PC Minutes - January 21, 1975 - page 4 � 1 Mr. Roberts asked if the commission would bF- inrere3ted In an slternati-�e to S. W. Schollwood Ct. - bringing forth 3 sketch of an alternative configuration putting S:hcllwood Ct. on Hazelwood loop rathdr tYan Springwood Drive. Ball moved to table with Mr. Roberts to come back with the amended plat. Hartman seconded„ Passed by majority vote. 6. GSI`CORTRUL'APPEAL 6.1Nand 5 (Gilley Co.) * Md Mr. Whittaker abstaining A. ff report presented by Powell. est is for a temporary 64, real estate sign and manent 72 am. ft. free-standing sign with two q ft. "ride!•all on top and bottom in a C-P zone te in scu-cherly portion of the "triangle" ad- nt o Hwv. 217. B. ndingicant h s submitted written testimony concerning need and har ship as indicated in Ch. 16.34. 2. Ch. ]6.36.040, Baling with signs inlcommPrcial areas, reserves all cu ority to Ch. 18.40.070, (C-F, zone, sign provisions). 3. Ch. 18.40.070 does of deal with reel estate signs. 4. The City Attorney ha opined that real estate signs are allowed and unrea acted if not specifically dealt with. 5. Ch. 18.40.070 does prohi t free-standing signs visible from the street or public reas. 6. The permanent sign proposed y Gilley Co. does not con- form to the zoning code. C. Testimony 1. Proponents �. a. Mr. May of the Gilley Co. offe ed a presentation of his propooal with ill,istrati ns of uhf, project. y l 2. Opponents I a, There were no -ppunent3 present. I PC Minutes - January 21, 1975 - page 5 I i TIGARD PLANNING COMM SSION Staff Report January 21, 1975 Agenda Items 5.1 and 5.2 S 3-74 (Englewood Phase II) Subdivision Variance & PreliminarM Plat Approval for second phase development of a planned development site south easterly of S. W. 121st and Scholls Ferry Road Applicant Commonwealth Properties Applicant's Request Preliminary plat approval for 67 single family building sites. a 5 acre multi-family site and a common greenway; a variance of Chapter 17.44.040, Tigard Municipal Code, to allow side- walks on one side only of S. W. Hazelwood Loop Staff Findings 1. Previous actions concerning this project: ZC 2-73 (Wash. Co. 5-R to Tigard P. D. ), Tigard Ord. 73-17 S 1-73 (Englewood I) 2. Conditions previously attached to the overall development are attached hereto as "Exhibit All. 3. The preliminary plat submitted appears to'conform to Chapter 17, TMC, as conditioned by provisions of Ch. 18.56.040 TMC and Ord. '13-17, City of Tigard. 4. The applicant's requested variance of Ch. 17.44.040 conforms to City code based on the applicant's statement and on pro- visions of Ch. 18.56.040. 5. The project is within the jurisdiction of Washington County Fire District #1 whic;i may reserve rights to approve this project independently. 6. Provision of utilities to Englewood I have been hampered by lack of access from the south to the site. Staff Recommendations ! Staff recommendations will be presented to the Cimmission after all public testimony has been heard and the hearing is closed. i Available Alternative The Commission may: 1. approve 2. approve with conditions such as those listed below* 3. disapprove 4. table pending further information *Applicable Conditions _- 1. that .all pertinent conditions set forth in Ordinance 73-17 be .faithfully adhered to 2. that the applicant provide a detailed landscape plan in a6cordance with Ch.' 18.56 and 18.58 TMC before final plat approval. Such plan will reflect the conditions in " " above 3. Hydrant location for�a,. �rfighting water supply must be', indicated on plat a ptable to Washington County Fire District. 4. Street and right-of-way widths must all conform to Chapter 17.28.080, TMC. 5. Construction plans for street improvements will be reviewed and approved by Tigard Public Works before construction may be started. 6. An additional 5 ft. of right-of-way on S. W. 121st be granted + l along the multi-family tract. 7. The applicant will secure the proper and timely approvals from the Oregon State Highway Department for improvements to S. W. Scholls Ferry Road. 8. Access to multi-family tract may not be within 100 ft. of Scholls Ferry on 121st. 9. Construction and landscaping of S. W1.. Prig gwood driyeo�will be compatible with those in theFqO - Seia(�i. r r� � t 10. The applicant will include ae_ve-1cpment Fere-fn 11. A 5 ft. easement for utilities be provided along all lot linea excepting only that should a building be built across such an easement and the easement is not in use, the easement may be vacated. i YC Staff Report - January 21, 1975 -Item 5.1 & 5.2 - page 2 y,q 01 1' ` h:Xl{IAIT "B" - 1. That a program for development of the open space be submitted. This program could phase open space development with the construction phases of the project. As each phase 4.s completed, the open space to be developed as part of that ?hase should be developed prior to issuance of occupancy permits; unless security equal to the cost of the improvements, as determined by the Planning Director is filed with the City assuring such installation within six months after occupancy. "Security" may consist of a faithful performance bond payable to the City, _.__gash, certified check or such other assurance of completion approved by the City Attorney. a) That the greenways, as depicted on the master plan concept as filed with the City after completion of the improvements as required by the City, shall be conveyed to the City for public park purposes. 2. That the property owner(s) will support the formation of a local improvement district now or in the future to bring S.W. 121st Avenue up to City collector street standards, and that the present property owner (s) shall execute a recordable covenant in' arcordance herewith. 3. That site development plans and the architectural design of the multi-family dwellings shall be subject to approval of the Planning commission prior to issuance of building permits, to insure compatibility with the single family neighborhood. 4. That a +ndscaped earth berm lye installed along 121st Avenue and Schorls Ferry Read to help provide privacy for dwellings adjoininu said streets. P1anN for .ne berms and landscaping shall be approved by -he P!anning Depar.ti.ent and implemented prior to oocupancy of affe,-ted dwellings. S. That single family lots shall :onform to City R-7 standards, with the exception that zero lot line or common wall homes may be approved by the Planning Commission. 6. That 5 feet. be dedicated to the City along 121st Avenue and 10 feet alt)ng Scholls Perry Road, to provide adequate right- of -way width for future improvements. 7. The general Development Plan and Program shall revert to concept "B" (as submitted by the applicant) in the area bounded by S.W. Tanglewood Road on the north and S.'-s. 115th on the east and the Tigard Evangelical Church on tle west if the proposed school site in this site is not desired by the Beaverton School District. S. That the applicant shall dedicate to Vie _ity of Tigard, a 2.5 acre park site at the southwest corner of the intersection of S.W. Englewood Road and S.W. 115th. 9. That deciduous shade trees be planted in the traffic island i planned in the center of Englewood Road between S.W. Scholls Perry Road and the southern terminus of S.W. Dellwood Loop at B.W. Englewood Road. \ t 1 . 10. That, in order to'I�romote maximum public saf.-.y for pedestrian and bicyclists, the applicant shall provide a minimum three foot tS�e landscaped separation between the proposed traffic way and sidewalks in the proposed S.W. Englewood Road right-of- `I way. Additionally the applicant shall provide a minimum six foot wide meandering landscaped pedestrian/bikeway aloncy and I separated from, the paved portion of S.W. Scholls Ferry Road. This facility and its landscaping shall be coordinated with the landscaped berm recommended by the Planning Commission. Plans i for the berms, landscaping and pedestrian/bikeway shall be app.oved by the Planning Department and implemented prior to occupancy of, any adjacent apartment dwelling units. All sidewalks and pedestrian/bikeways within the project shall have a smooth transition with streets constructed ,.)ithin the project. This is in order to facilitates the movement of bicycles and wheelchairs throughout the proposed development. 11. That the areas designated for apartment development be limited to a density of 11 units per gross acre. 12. That the portion of the P-D south of S.W. Englewood Road shall not be sui.divided until such time as S.W. 115th is brought up to existing City standards. 13. fhat S.W. 115th be barricaded during construction of the proposed le-clopment in order to avoid increas: ng traffic on an inadequate street. , 14. 'Phe developer to provide adequate right-of-way to accomplish left turn traffic movements at h.he intersections of S.W. Scholls Ferry Road and S.W. rnglewood .;rive and at S.W. Englewood Drive and S.W. 1^lst Avanue. Right-uf -way wicith shall meet State Highway lkpirtn,ent standards. I.XCAVATION , CHIME- RT IN.",TAUAIJON i, L)r 50 I Excaval:e to line and grade indicated awIrlys. -- to 2 . Place 3/4"-0" crushed rock pipe beddlflcj to CUIcave 12 shape fitting curvature of pipe to Made shown oil it r1K rawinUs. /7' AV ' Jq + 4' 57w 4 ti� 3, Place and join culvert pipe accordin(i to manufacturer ' s FINISH 6RAOE 9950 00 L)o 0,5 recommendations. ;WPF/--P-4 iF- P, I.VMA11- PRASAF by r ;4 -,YA.!FE 0 ya Or VIP) P/,/ 2-19141r" i 3� i - in 6- 4 . Plaoe 3/4 "-0" crushed rock backfill in pipe zoneO inch lifts and compact wiEh appropriato equipment and 2-45` CMF' methods to 90 percent optimt-ni densit}' as determine �� /5 ned by P-,/w W-/W �=-)ECTION Ore(ion State Highway Department procedure for determi &— ing ALCING SPRINGWOolp DFZ � 1"CLA69 "C`,,0JP1YAL 11C CO.VCRFrF OVER.4AY relative 'density of c-ranular materials. 2" Ci-ASS 'C" A5PqAirlC COvCR,,I-r,,- 5 . Place 1 11211-011 granular backfill 8bOvL1 Pipe zOrle in 6- z-- -314 Ceu-5,YEP ROCKIGRAVEL. ""A co SEE sl-vr 9 oacAe zocArlo" lk% 111o. OF 51,PE'v '.-< CON57 AfVV - 0' CRa'Sko��19 1k'0C1e1GqAVej inch lifts and ecinpact with appropriate equipment and Tr 'r Ok 19' - Z ' z -mined Peo,- cilqa�q ra) 11vrERsEcr1o1vs N 0 methods to �2 percent of optimum density as dc'ta� PROVICIE 7WO J-,21A WEE0 C14 M by Oregon State Highway Depa�rtment procedure for deter- OL55 1AV Ci-JRO tAW -EACH 40r (.9 miring relative density of granular inaterials . TYPICAL. 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DATE .........I...... i i ' (. i 'i' . ...... .. .. t I 1: .. .. «L.• t i •t . ... .. ...... E P, F L. IL i' _ . : :... i {' v ., , I i i o �' i _ t , . . It.. .. ................ ................................. ; .. .... . . , i...• ...... .... .... - .......... ... .... _. ..�.:. .................. 1 • No.:09 10836 SHE T s< .......... ... .... ....... ....... . ... I f ;-.:...... ......... ( N .. ..... ...... '�' .. m i {. DA E N .... ........ ....... � _ARCH F .. '15 s . . .... ...... .. ...... ... ... I. . ......... .... f .. .. ..... ....... ....... ... .. (' : ORAWN JAR I _ IPPIROVALS' 'ONLY. _. _. ..... I... .... .. .. .. .. .. ... ... ....... ....... ....... . ... .. .. FOR' DESIGN i, .... .. ... . .. DE G J S A c 1 R K :� NO O N _ ....... S ....... }' ,.,.... .. ., .�.. ... .. .I. •j• .... ,, .. _ ..... .. .. CHECKED CFK a :�:....... . .. .. .. .. . h.rar,l r..-wean No ... .. APPROVED c.fK OF 10 SHTS. i 12 nF` 2 ,.� - � � � j I � , � I (�ttj�'�I�tii�j+��+,l�111�1:��1�1 � n� ��I'1�1�►�'lli''I(' 1) 1�►�I,III,I�f�rll�l�l,►�I,I�f�ijl,l�l,ill,l�l,III,I'VIII,I�t,II1,iIr,Ill,lil,ll1,1�111�1'llilll � •""'t!!"'-- �-• ,.,.,Y.,,,...... i - , � NOTE: IF THIS MICROFILMED � ... _- 3!� 4 5 8 7 e 9 tl� I I 12 ' DRAWING IS LESS CLEAR THAN - --��" THiS NOT1CFr'IT IS DUE TO j}1E QUALITY OF THE ORIGINAL 12 0i' 61 81 LI rt of 1►I E I 21 11 01 6 p L 8 S 1r E ,,r""may ��!Idlnluulunlnnluullu1l1n1�ltllllultl�Illl�ulllnulllllllllllhll�uu�u+1I 11111F111411111111I111lilt,;II111111Ill 111t�t1u�Itttl�l�ilft�1N1�11ulttu�111t1itit�tllllllllp111l�111116i��tluu�nullUI�IN1I1N11.IW1Ult�U1111J11�1[J�1I111t1tt1 _ "Al 11W,EKP CA E. 0 R O U P V3110 FrO!aYSTFMS ANALYSIS"PLANNING.LANO SURVEYS"ENGINEERING January 3, 1975 0910935 The Honorable Planning Commission City of Tigard 12420 S.W. Main Street Tigard, Oregon 97223 RE: Preliminary Plat Approval Englewood, Phase 2, for Commonwealth Properties, Inc. Gentlemen: On behalf of Common:declth Properties, Tne. , Murray-McCormick hereby requests a variance be granted in conjunction with your consideration of the preliminary plat for Phase 2 of "Englewood". Enclosed ar., nine sets of prints of the preliminary plat which have been revised to show the correct street names in Phase 1, and proposed sidewalk locations iii Phase 2. Please use these prints in lieu of the ones submitt.9d last month. The requested variance concerns the consiruction of sidewalks on one side only of S.W. Hazelwood Loop. As evidence in favor of this request: A. There are special circumstances L. the fact that additional pedestrian circulation is being provided via the common grnenway area with connection to the residential streets. B. The variance provide- the necessary means for pr ision of improvement (paths and landscaping) to the common greenway area for public use. C. The 1ranting of these v-iriance•. will not be detrimental to the .)ublic health, safety or ',elfsre in .hat each resident will have reasonable access to the pedestrian circulation system without undue conflict w4th vehicular traffic. Said proposed pedestrian circulation system is fshown on that exhibit previously submitted, entitled "A General Landscape Development. " I17 f'X41. CANYON COLJc7T, SUITE 960 'PORI LANG, ORF.'GON B7?21!503-2G7-3389 MAC"AMONTO YONO ,.00ITLAIJO OIOLLWVUO OA"IANO NfWOOATN"CH NOVATO OIONICIA OANTACLARA LAXOTANOR w� 0910935 January 31 1975 Page 2 D. The granting of these variances is in conformance with the principles of the i?-D planned district and assists in retention of the aesLhetic qualities of the area. F. Similar variance was granted for Phase 1. With this variance, we hereby regr.ast your consideration and approval of Phage 2 of the Preliminary Plat for "Engle- wood". Thank yo,i for your attention. Respectfully Submitted, MURRAY-McCORMICK Wilton A. "Hud" Roberts,PE Engineering Director WAR:aw Enclosure THE MI;RRAY-MCCORMICK ENVIRONMENTAL GROUP uITY of TIGARD, OREGON ENGINEERING DIVISION, PW. DEPT. REQUEST for ENGINEERING t_OCATIJN: ACTIVITY : ��e�iss �`e.!/s °1,✓ _ fc>>!' ._— �!�' ;»�1— - Lip it% SKETCH/DIAGRAM: �l t'�J.lKu7ec"7rl. S�u,..iG•S?� �a � Ly rrJu.w4cC1'._I..i, ��li t..r.aaf �'1.CP i �J r/w, µ,da1. IN c'�lskweusR.��C,�dwe++oe�1�'�llwoavl4d_C�, �'� � s .�{r.a.� �.Ir �i S.w. 1IS �.-� 11515ta,.{.�,y.?SF1,gLu«.lr CPl,;r1S1> j� Sperioi •+CC (Ft•gv.cjirr� FCrnwoe� 04 &�Ien..rncr el�-1Cc��i J7.z8.OSo .05 s r<, H4l/�� rr.:sc.r,/rr.+,>-r r��,ny a/ �o� �ncs. �. �'c,+:-//111 >: ria bG ievrew� 4 %�'cvc� 6 P,ce�, ,.9 ;r,/�.ses%�„ .�F�zi -4s,�cl��-.y ,e.`. e1.�F �tk') -4..1, qwy 1.- )4 L, b art_ e.iH e„I�e•� bl+e ��- art r+r � rrN�l rf of* C" al ! Mw1,4,r.••rl .rr(• ? / pp r• ! a f �rn 1«+ ILI t �Id nt� 3f�w�1J c'0. 1 141 6p rrY�1 �eccla 1� �,�; � f1, f Sc4ollt Aece+c! or., 21 h , ''Ii NM 100 �, Sou �a r....+-"'art i�,�_, , WAere ! 37h.1d hhf✓f I CrI-eee .0% Area �4 •cr(cr.M 4. rc vlre-,ie.4f s i,a• IS�art l i1, ACTION REO D' '!Y fry �� IC ✓11 C.�.a-r.. i •r 'srM NAWVO Ivy r �e bt e�.«,Pal� ble w,l� ase l.t,vt.ea( �or PG aro S, U IMMEDIATELY SOON AS POSSIBLE ❑ FUTURE NEED LOT MNI41 �S1»vL�r 11rr4 i REOItFSTED BY: ��}r�'�'�-��'�---- Ns. r hvjte j.. _ (Rrto� _-plal-R ulr 2rop�1)�r tel i► t t r _J��' __ ACTION-TAKEN;_ _ -.-�— -- BY'- - - DATE: _- —_-- w �j V 17(1 T R,A -— ",E E X PA I S 10 J 0 1 N,T S) I Tn DL- PROVIDED AT E/;CH P,-DIINT OF TAN G L:N'C Y OF T11-41 I--. C U.R S. a SAT OT f I E--,ri Cl L0C,l-TIoj\!S AS F?f7 Q Ll I f)ED TO LI!,',I-r 'lliE SjPlI G IN G I'D A OF 20 FT. 2 t f�- 7 I!j irT I � _ TO a!-- Ex,rf?LIDED MATERIPAI, WITH A THICK,.IESS OF 1/2" TRANSVERSE CONTRACTION JOINT < 27 L SPACIPIG TO BE N 0 T PA OR,E THAN 10 FT. 2 DEPTH OF THE JOINT SHALL SE AT LEAST C4E FOURTH OF THE CROSS - SECTIC,MAL AREA CONCRETE BREAKING STRENGTHIl r7 0 1. TO HE 3000 P,S I AFTER 28 DAYS . ra '1 lil EDGE ................... b. 4 d "(J 4 C)-.-r 0 ASAHALr :a.,:r Er: SURFACE ' ��%� 'AS S,PFC/!/ED THICKENED EDGE FOR ASPHALT CONCRETE SURFACE _. 2h" r s- 2;1 + r %%� /ASP.�ALr C?NCRfrE GAvEh(c�Ir r �dS,S0MFiE0 L:EXTRCIOED ASPA4ALr CONCPFrE CLIOD j r ?"•6- RIBBON (-ONC4wrf ASPHALr A.oVEMEP)r l' ASVH,azr w£OG£ Cup& GLIR'r2L.. S-, A/►•D+WAFL_ .. `f)-!E MUARAY—PVIcCC;; �►+I ''q s s 11 S.W. 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COVERS SMALL HAVE THE iVCRC SEWER- IN �' RAISED LETTERS wk4rN G,5rc LV CONNECT/ON WITH SANITARY SEWER INSTALLATI0N5, .CR 'DRAIN^ WHEN IN CDNNECTION i WITH .4TO.PM SeW&'R INSTAiLATION•, WEBS �� ,/�• 7HICX 1-r o rI'CCRE - 3 HOLES NON-&KIO P4rrERv IV SE CAST INTEGRAL ON TOP OF COV[R - FRAME PLAN MACHIN€ E GRIND SEAL ' . �.� _•r i'Oa OP-, 2b ' SECTION' A—/� w� _ 2.9 i. s CAST /Rt7N NON-LOCK%NG COVER L 24- p'NN/MT/M,wE/aHT ISO LBS_ —� •• . MACHINE / s, / /'SEAT 33 .:SACT/ON" is.—g CAST IRON FRAME ^,r Wt/GHr 21a LAS_ -, ~ � nuc �� ----�r�-�;�=- ----- --__--oe��"3'�a wra'Z,• ,c. A i►'D� MU;;R �►Y- 'f%4� C�#--7Vj''�V,< {.>� Sai• S.V.-CANYON COURT ENVIRC71�1N"1�'NT-AL �3ACUP ;O-J- 1303)FORT297•��etND,o11EcoN 9n:1 stA1E' lo11111,t•S. , t71-001vITSM" ^NALv!i'G'PLAN""El'LA7VLIgL,FaVP.Yf1•!N.INEfMNO Jos Nu.'rljej S � a• J OZ N N 0 o lz WQ 7 > OD Q- i �.. Lel N c, _ J o z W wID N m 2 W m m X J j j c� �/� cr U. W V l U U O V CO U (!) 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CLASS 'D-CONCRETE jvC* BASE- 51� W-000 2 WN14A�MAS H o LE -CK•D r�r K �'� ' 1�1/�L%r�7s�' J•4( '".LYYL�.w�IPT'"Itd �S 'i.1 -. 319 S.W. CAN''ON COUNT DAT!r ENVI1��1�R1'•°.�9ENTAL �3�?t]UP � 13031297.3361coN on:T scA�e�jS a C[-YrQtf Mi ANAL 17114•p-ANIvrNU•LANO AUitVl�'9•lNOrNElc•INr7 )O3 t•tO,,Q AIC. EXHIBIT NO. x MAKE SURFACE OF GROUT FILLET SMOOTH A FORM GROOVED INVERT TO DIRECTION OF FLOW STEPS 1 I ` \I / NOTE# INLETS/ OUTLETS `�. AS REQUIRED STANDARD MANHOLE FRAME 9 COVER V r GROUT FINISH GRADE SET FRAME IN MORTAR ll —4" CONCRETE EXTENSION RING INSTALL AS REQUIRED TO BRING MANHOLE COVER B FRAME TO :!121/2 DESIGN DESIGN GRADE MAXIMUM 3 RINGS 611 ••.� 'e. r 7 ECCENTRIC MANHOLE TOP 1 iV RAM-NEK JOINT MATERIAL m OR EQUAL a 0 481' -----a•. ST#D 48"l' MANHOLE RISERS STEPS t -------- -- t.. 12°MAX. 11 I I` • , r MAKE SURFACE SMOOTH P 4- 13 FORM GROOVED INVERT -- - TO DIRECTION OF FLOW /-COMPACTED GRANULAR c x �� O,', �.J,1. 4 �Q o10-�f BACKFILL WHEN5EC/ZR ENTERS ABOVE. 9 o.o'-(3 l0,0 ❑OTTO-I OF Mi FORMA iv �� vl7•Q' ,Q1.0�4% I FILLET OF GROUT OR CONC. 1711. SLOPE AS INDICATED n .; • '�y p° a, nl� �� e " �•=w":�, — - »r'� '�; .n. oO� ��-UN013TURBE0 E'kRTH I 8" 1 w s.,9.• A :. �' . 12" LAYER COMPACTED �,. J GRAVEL (3/4"-1/4 re - — ' G'.O"MIN. _ IN I-")(f TANDARD MANHOLE c\ /! / J,i`••�.• UNIFIED S E ERACE AC::,yCV . u.:cJti O OF WASHINGTON COUNTY 328 N. F. LINCOLN ST HILLSBORO,ORFGON 97123 SD-9 DEC sw rAvers A-aZAg - CGMF'ACT LJW PAvGV iV:E'A4aP:1LL. rf-ANV. PxGGT✓K TC7 c x�yTlrtCp Y T i Sr*--H w r 0r 0.4 � -iI ► 1 7" 'O IY" t WI�HtN ��P� ZolJiw, 1-Tlo 'cis "�' ,�'i� __ — =a--•--�-`-"�" ' ��, I ��' 1 � L P�I"GKPvILL Q ,\ 7zuob q , IL Z lu 12 V. ul ramal � ;•_ -. Go��, Ci �'�•`�,� ( � � � - PiEQDING�s �G�C1�� circ ; Imo •� A►•'D� ,caQ� • -rrie MU;;P A`l-"McCC::RN*?CX PZ,) 5719 S.W. CANTON COURT DATEPOM CN .1�PONMENTA OROUP (03179 ) ) .11161 N 97221 SCALD i/,1►s`r.d F.CC4��itFM9 •NAL♦!ii9•Pt4NN�NU•L4Nf)AUPVFY'l �N(��►NlPINO 1('d N0,�1dq`jy,- -.... 'RT'VYrf 1 • PAv Ra rJ ,Arm e.A S - CC�Iv�AGT :*,P�-1 L.L- ' UN f"Av 6+0 rNrA C,a,g•Ct 1Mr o,GT G IL F1 L L r ►24 ro Ira" *�'�r,9 � +NltHlty Pl9G- zatiE, _ T •`�'l JIM ' s�"- I/�" G'• Z�'G� P.��e3 '-/ Volo f 'ri ;��i' Y f, �- - a •fel -/'; �- O ( 11 + t , •' _ LL. • 1 IL �. �►r i 1 11fift •�� • _ �� b/�GK ter rr t_ � ,� '•, �, •.,\ � � � p_� \j -X I o 1aAr-Y-FILL A25oVE 5mlw6 r � Cj p C) 00 0. CL C � o� �.G' titcz- rlpe o O ov d i N'4A52► FOR- S AN PVI!#.PPAY— s 31 9 S.W. CANTON COURT DATE ..• rid ►OMAND,01[GON 97111 E NVI�i1'�i i-'vEiV'•� lAL 0- PC P �•�� (503) 297.3361 SCAE___''�'•�" iCO9v9TE�.IA AI•Inl.�'.`iH•.�.nNN1NQ•LAMO 3L1F1',/p`'9•Fes,.,NF['v,�-p: res NO.+�i��_ • �?'711�.M/rL2YlDi1041PR"2'�'-Y �,�41iNIG"S?Tz]M.tVA/� o 2-, J ivl cL17-IL! 4 n ;s �+b o ,j- + m o� o� ar 4 NZ 0 M 0 Ll now r� L it j t ! 1 w 11J Q N J Ic ��h EI�A(17 J LL z9-Ell ��IIrd9 0 dol L'EZT C 2 N _ 10 er`1G�EvJOOD PNAbC 2 ,1 .� � 01'N �AZ 48 CMS C LA LVE , CKb�C.F 1�. 1 i+,ncZca �` --- CScZ G0�1 A►r'D1C-FK _ THE MURRAY-MaCORmicK S'19 S.W. CANYON COURT DATE:tI'._y � ENVIRONMENTAL GROUP (0AN3)�07-3361GON 972:1 SCALE ANALYLiIS•PLANNiN(A-LANU fiURVFYq'FNUMECFI,NG JO!N�•�0 11V13/O �. 9YMMETKIGC�1., �- �vl iiaL�r wk, L7 �.aoi' � � 1 nilEll J` Com" *. ►D/ l0 _ � f��•� ;,; ��, ' � — "� EASE 4_,_oc QAC_- eo t=NG�� wvoJ L SrA �- DRNI�A� HAH E_►vc.OL s 600t Q APP•DIwQ� 7'HE MURRAy—McCORMICK ! 5319 S.W. CANYON COURT DATE ENVIRONMENTAL GROUP M3 PORTLAND,OREGON 97221 — GCb9r9iFms A14ALvg19•�LANNING•LANE)5UAVF.vS•ENt31NE6RIN0 1503) 297-3361 SCALE:t"=-=��t JOB Ne.IC91c�?'o SD-13 rre W oil ? (� >1 IIi o � , —LU I ° a o i 0 Z I I vd ri tcl D V r I z 0 w ll 0 C) u� 0 II . o c U, ( i►n1U sIN Z t s Z w C a j J J L JN �'•�� L•�` I� ; � IL C01 �-� O °,j o Cl W C Y C =-IN ve- a .n LL tu :f 01 I O � 0iO 0 J in ri U O `A) A4 t 1 Ciiv or TIGARb 124205. W. Main SUBDIVISION APPL,%:AfION "Tigard, Oregon Phone---639-2636 v - Plat Name Englewood Number 2 Street Location S.W. 121st Avenue at Scholl's Ferry Rad. __ POR500, POR600, POR602 Map Number 15134$ - 1S134A ---Tax Lot(s) POR200 Sponsor.------ --- --Phone: Bus. Res. Owner Commonwealth Properties, Inc. Phone: But. 643-4891 3800 S.W. Cedar Hills Blvd., Beaverton Res._ _, ____ Ore. 97005 EnglneecMurray-McCormick Phone: Bus. 297 3361 or surveyor 5319 S. W. Canyon Ct. . Portland Or. Res. - r 97221 LAND PROGRAM Submitted staff Proposal Number of Lou SAc Multi.-family @ 151Ac and —67 Sin le Family__ -- - _ 10--- Typical Lot Area 7,500 minimum_.r. 9L16© av_erage____ _ I Typical Lot width&ucptl,. 70 to 90 wide X 100 deep Lineal Feet of Street 4,.1 of Total land In Streets 16.7 - - Maximum Grade of Street- 9B - Acreage Single family _14.1 Multi-family 5, e}YPA-tB....1.,5� Coinmon-3._7,. ��" Total 27.4 STREETS and UTILITIES street ( ) Minimum ( ) county MainL (X ) Curbs ( X) Sidr.walks* Water ( ) City ( X ) District Tigard ( ) Wells Sewage( ) Septic ( X ) District U•8.A, ( ) Private Sewers • ( ) Pacirage Plant Remarks *See accompanying vartance appl inatlon - -- STRUCTURES Dwelling: style__ N.A. _ size.—_ -- no. of leve U_ 1-2 basements None house-- lot Appiicuion: Received Date- Zone Lots -Pee -_ Receipt Number APPROVALS PRELIMINARY FINAL _ plat Check ny -- Date - Date U'veyol Water - --- - - Sewage I ngineet Bond - i Ian. Comm. Filing of Final Plat revised : 12/64 I'. 9�'MMET�IGA1. �. STA \1 3 9 4' STA' Z4-or,,- or �W QG'�.L.WGAO 1,c70F 3, eL Inl EGO kl] '►�I!1��. FA�'x..�G,. \ 8N �N D R'N 1 ' ".► 'f•�(P1GA�.. �T� � �� srA's io-c4 , �1+3q, CK'D1C,F:�. THE MURRAY-Mc Cr01�-MI LCK t >' � PO I` S.W. CANYON COURT DALE URE ENVIRONMENTAL OW40UP �� (303) 297-3361 GON 97:21 scA�e' ' F G09v",r1 M9 A14AL VFW;-Pt ANNiNU-LAND Fi1..11"IVF VO-FNUlNFFPfNG )Oe N*.I. -"'� •� SL'-13 1 SP�Ik�Cq L, r;c DRIVE I7 N A?.c I_uorr.b Looe is I .i{cr5 S,u�, Sit+C�l_wooD CovkT 17 -a C. 5 CoV�-,T 14 lei-fc►5 GLEOv3OCD COURT t5 Ie_ac11s IZI ST, 4veK)L El - SPr�nq�+JG1 ScNvlwLl/��ze�wQ /t�twA/��Ze�w� �+I�cH /i��r�.� z PGc', / SPr�rrJw�/N�2tlw V 13 + 11 ? 30 sc ,20 t?.t 15 = 32 ri,20J2 K,2? 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II+67.96 RT SW HAZLWD TC 223 22 R 28 L� 27.92 Q 57- -01 \ 2l+ 7Z.44 Sva�NGw000 OR/yE LOOP TC 229.G7 \\,� �� \ � � 14+7/zzH4IELwo00 LOOP t! - a �, \ " t } t TG' ?24.43 k 42 L 204.83 D «.79- .��+ �3 l/NCOVER /Z WATER ANO c;,_ r- 3 TC 224.315 y�\ �� VERIFY ,LOCAT/O/V GRATE ELEV 217.77 _ \ CUL - DE -5AC pATA 5 W. ASHWUOp COURT_ '��, 7C 22351 Q �� 0 TEE 8+'23 LINE 'B' 2 +39.53 RT 7G 211.13 _ 2+22,08 LT TC 222.9y} R� 28 L- z1.78 r 44-99-49 36 f 7 i \ I ti`' % .� „ } R = 26 L .4 4J TG 224 55 / `� A,Q \ 1.E, 214, 48 (12 ) T� 211. 3?_ i >5 4I n. z TC 224- 10y� © TC. 211 6® e� W 3 35.15 C E-x I N,_, TC Z 12.1!` R - 4L u� ti �G ® 13 OX NH 5+-40 LINE B' , ,\ / t81 I'F`S 25 INLET 2+ 39.53 IJ if TC 211.113 ' `o L 2 }:�-`:J 41 5+50 R.T. 5.W. HAZ LW V L W P �� 'S'�' 16' FROM O t4 5 LT. 5W SCHLWD CT. TG 211 94 1 E. 2 r4.,8Gr 15" �? ON 14 TC 2:1.92 I E 205. 1) IZ" I� cuRe R�rURN 214.78 GRATE ELEV 210.43 1,'Ir� �� GRATE !=t-Ev 217.76 .?S Z N ° 0 BOX MH 10+17 LINE 'B' r ' 21 / h/ 14+-26 '71 RT SW HAZLWO LOOP 1 �, O w O o, INLET �, \, I'e. 21G.17 / �'`� 18' FROM 0+53.04 RT SW ASHWOOD CT ~`\�� % �� FC, (x u ^ 0 0, ON CURB RETURN 11 .'► GRATE ELEV. 220.IG n N 1 E• 205.51 IN ,g 27 + `l I I, Z z O 8 0 X Nhi I O '17 LINE "3 O I E' O,S.41 OUT 0*00 SCHO[L WOOF cr \K �� 21+88.4.4 LT SW. SPR6 W p DRIVE O - O 0 GRATE ELEV 208.90 /2'�,/Z 9roNAZELV`✓UOU LP %� /I �4� .5►� R9�C / \� I.E. 216.53 Z 0 a UJ GRATE. ELEV. 221. 40 0 -- - - _---- Q oc O � I u z� INLET \ 'l !a'cve O aot '� MIPPT CURS RETUF2N II / \ 2A 114 LF -``- / \,`\\` I I I 45 44 O 310 zs ! I I rri z I E . 205.79 ,39 �\ h , v I GRATE ELF.\/ 208.32 ry Zs S�� ~' / I I Q J I u 46 < �` 22 1��-1 i IV f I V '�1 0` n'lot > �7 'w_ 1 lkj I I i N % /' w 21 C*00 ASHWOOD CT I I v h (I I , \ \\ R• `O r 9+?B./3 NAZELWOOD ? �� 40 \ J( _33 1- �' : E 1 0 1 0 to 1 d 47 12 a+% , ��• 2O %/ / 2) I \�\ Z . / ., I 04-00 ASNW 000 CT. y Z / , \ , (�, \ ,9+28.1.3 HAZEL WOOD L 4! �(AOIIJS PT z O f c 4O w 42 < z SE 5Hr 3 9 7� / L 2+7/,5 Z E / ! \ \ z °__.r-__--- - L� __ 59 z 15'C � / � `� '� RAar�IS P �� / / �\\\ � � I p _ `_ / �{` \ U .� W 00 ___ __=-_ - \ W s yy HAZEL (,� 1¢ \ \ \ W �,- I �* La 43.98 8+83.13 L.T. 'LC. 208.39 N Q �,I �I �� \ fid' � 13 D = 900 L' 43.98 (r v 1.� \� 11+67.96 RT. TC = W W X4 PT. Tc. ,269.70 I � � 218.37 } �'A PT TC 218.4 3 U(1,MID PT. T.G. 208.92 �I � � I � � W i I (6 /2 I� �' r / MID PT TC 218 52 /•4• PT TC. 209.19 � (1 �� { Q \ \ / /4 PT TC 216 G I Fm � r -,,' \ w 0-45 RT TC 2 15 5G PL AN � ._.,, 0 +45 LT T C. 209.57 % 12 D - 110'-1'S'-08' L� 53.88 �--'" _ � � ..� ,. _ �� P4 AN `~� O L�= L 9 4-3.98 Q-• 2 cn 9+89.99 LT. T.C. 212.63 1 I y4 PT. TC• 21 1.(08 �' 12 + 87.96 RT. TC. 219,09 S. W_ A5HWOOD COURr 0 _ �----- 1/4 PT. T C 218.psaMIG PT• T.C• 2 .93 �••-�-" �1y, 0L.OW PT TC. 209.50 W HAZEL WOO® LOOP_ 5CHOL 4 WOOF Cr. / MID PT. TC 218.45 N z I �O V4 PT. T.0 209.55 ^__. _;.._.- _ �s - ____..___ -_-- __ _�-: .-__- .-- CLOW PT. TC Z18.36 SCALE • 1"-50' `-O+ 53.04 RT. T.C. 209.!'07 . - ' / v 1/4 PT, TG. 218 45 I J ..... ..�.................:............. � ....../0.................:...........,.. /J SCALE : � 45 L,T. 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Ill III III 111 III Irl 111 III ill It III Irl III 111 Ilt III _ -_ �. �. _ ,._-._.- _ *,.+ r I 2 3 4 5 6 7 8 9 In II 12 NOTE: IF THIS MICROFILMED - - - - DRAWING IS LESS CLEAR THAN THIS NOTICE-, ,IT IS DUE TO ' .•�+w._•� DRAWINGLITY OF THE ORIGINAL s - --- ---- "'� ar�is� DE 6z 9z [z 9z Sz fz fz Zz Iz 02 61 81 LI 91 SI f►I EI i(�1 11 01 6 0 L 9 S b E z I =, L, �' ��lIIuIIInIIIIInIuu111111►ullnlllul{�111llunlnrrlulllnlllllN11111111i1�ulnillnnlulllllulrnllrurinrllllnlllul►ullt'ullnrlhrnlhtrl�rtrr�ntrllutlitu�ntdnultutlintll�l�nulunlulllnullnlllw�"tw�tluliru�wll�t►Ittulllr�Wlull �, .::� JUNE 24 1992 �. •r:'✓' Ar ye• A' I - CONSTRUCTION NOTES 1 AI.l_ 8 91A SEWER PIPE SHALL BE CONCRETE ( EXTRA STRENc'-7"!i/ASTMC/4 ) � �� SEWER PIPE WITH ,�,✓BBER GASKET ✓O/NTS. w 2. ALL SHALE BE P" O/A. CONCRETE /PEVWiA M/NOF 2 /o 5Z ORE . y �p 3 AN S W SHALL EE MARKEp ON THE VERTICAL CONC. CURB AT E,4Ch' SAN SEWER LATERAL. SW 45PR/NGIa/o00 q,e 4 ASI. SAN SE;yE,4 LATERALS TKAT UNER!�ARE NOT PLACED CUF�B SHALL BE MARKED n aO 5W !1 S Ty ,41/r�n [/F W/TH A 2"X4"x5'L C eoAR0� g 3 �2 1 $ PAINTED R.Eo 5 WATERLINES ARE OES!C."/E.l 9Y T.'GAkD MIA7'ER DISTRICT TfiE- ,e�,FOPoSEU a 7 4 \ LOCAT/aN OF Irii.ATERI 1n/F,S AND IN47E2L/AIE A cUR rE-NAA,/CE5 SNOl140 BE VER"CED / �� _� r� r T T �Z A W/TH THE T1GAR/� yVgTE,Q pi5TRIGT 1T Sf/4LL. BE THE RESPO/VS/B/L/TY OF r / i C_ 6, THE CONTRACTOR TO C00RO/NA7-E 1415 OPERA710NS W/Ty T/GARP WATER ac N � _ \ R157-R1CT TO AVOID /NTERF` RENCES, A140 INSURE TM IELY O a ^ � \ OF ALL /MPROVEMEN rs. r'OIVST,QUCT/ON 0 W O 0 ^V \ cr ro C0/VSTkUCT/0.N 54ALL CONFORM 7-0 TA-.E FOLLOW/NG STANDARD FETA/LS 0 U QQ i 3! C ON/STRZICT/O/V IT,E1AA E�IGLE 14100P 2 5AARp OA "N Z f� SAA117ARY SEWEK NAA1k'OLE5 Z "Np5D - q V\ SANITARY SE01&A- 6EDOW6 F O 0$D - 11 ' W 0 8 Q7CONT-4ACTORS SHALL AIOTlry THE C/TY OF T/GARO 4j HOURS PR/OR TUSEWcR ccNoTRUCr1oA1 U► �O o7� t0 - � QI ' y COMMON 0 o C0o 0 ,Q ZAIVEoL REEN WA >� - ALL SANITARY 5EwER CGNSTRUCT/ON S1�AI,L BE /N CON,=-O, THE REOUIkEMENTS OF7-AweUNIF/ED SEWERrGE ZY OFW4,5N/NGTON PHAS, COUNrY. °C 13 Q \ 8�3.-��s w Szs�KIh/G l-yoro n F� " '=� } 15 2 rn C-) O C'h'A C Bch 41/1/ N ---�`- C PI- ' m �n a A ES y - LIN ✓/ ;- LLJ - - it I I = ? � I q8 a z z LL :3 SEER E5 \ I 1 004 w FY 157 A44 O f00 L11VE 1 z C_'OMMOkV �� OFFSET TOP FROM 9+/8.00 -/7.S LT. TO x r /8.5 ' LT S.W. SPRING WOOD DR, r, Z T GKEENW Y ` ~ $ /E. 159. 14 (EX/5T. /6'9 I Cn W � - - 4- I 1 /E. 159.56 EXIST 10'"STUBX2) w, E. 159.72 ( 8 ") RIM ELEV. - AO✓Usr To 17434 /1 /► / / �j _ (REM. CONE AS REQ'D.) /`i 1 V / TAR 5E W E l� LINE 1 U �iy z + 77 L.1nlE ': '= o+oo t.1vE 4 Q 0-'-00 TO P-IA SE ILC2 �j. ,� /l -r 93. 8! - 18 RT SW SnRIAIG!,Al000 ©R. C.. �- CL � I.E. !70 25 w RIM EL Ft/ 1'7,0 ., ► J > S. W ,SPRING W OQD DRIVE/,E 6+03 LINE '1 ' 0,-00 TO PHASE = Cc I Cc 15+19 - 8 ' RT SW .SPR/NGW DOO oR. � �- �y � (!i SCALE • 1"=50 , /E. 192.42 RIM ELEV. /98.79 01 0 z Q --� ' 10 it 12 13 1¢ / > rlo p 1 Z 3 0 ! 2 Q LO �. < UJ 2 w Cn W W :E cr U v. y ._.'_.- q �N b ORIG/n/AL e4- No. 4. on 0 0 O i W Z O lu IN/S v .. 200 O a uIZ oRr��1ti/gi �' ti 12�' -,TM ,Z _ � *tY -- O y GROUI�/D 5 O r� / • 190 d- F/N/S N GRAG�E �.� U v�a J p /�� 1 � ', / 190 pyASF.IZ PHASE III � N (A!.Z. C.) in 3o >: �/ 1804 G p• Q i 12" S,M. 15 5 rM i 2"STM Ct I FIN/Shy GKAOE 441 �o 2°STM I G, Sq N, SCW 11 I �f 1 SSE r = 3 210 cer 0 � ��ice'+�-�•�- � } 0 / / 200 . .-�--. CG.J u 5AN/ TARP 5 EWER _�INE l I"ROi�/L�' ► srM W �- 0 I occ3 LF D"cP _ �--� tY PR R O F14.F sW COT1`I AI WOoo LAME . _ _ 0.o,� 0 SCALP : f>' I'Y&50;V 190 1- t` S. W. SPRING W OOP a_ Ri vE R E V I S 1 0 N S ! b DATE in PROFILE W jjg r4AVEA1UE FOR APPROVALS ONLY �CAL� h l =$ � V�� /D' No. 0910936 SHEET N r O, DATE MARLH 1915 In AW N DESIGN ED . 4R/GFK"NOT FOR CONSTRUCTIONJ , r=NC,l._EWOCJD R1CJ 2GFK. LHECKED: m .. e APPROVED: GF1� OF 15 OF ?; Q SHTS. .r as ,h ..` � ` . t � ' .. .«..., - ....,.,,._.T.:.•...f ... ` It I i C irll I 1 I 1 (I I 1 I 1 1 III I 1 I t t Ilb I 1 I 'I till I I .1 I 1�1 I1-I..r111 I Ii�I!I1�II I I �( �'r II(I IJr I) c � 1 •Mr��-►�i 1 11 11 11 11 11� '�'�--. .'.I'�M1w. .Wu.•_n 1I 1I 1Il1i.1. 1-1-.-1_-1 l.._t 11 1111 . •. w ..v.rww.w.•44.,...r..,.. r y I I) IIIIII IIII I rII(1 IlIlrlIIlrilJ(11l111l111I1I1 tI�t1I1r1I1I , , ' ... 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JUNE 24 19 92 1 F IGARD EVANCyEL. /CAL Cf-/C/,4r /� L2c7' y ( n �7 Z '06" 0 10 21-0-72.44 5 W 5P_RIA/6W000_ vq ' �� 0T�' E SCt-IODL PA RK 14*-7/.1ZHAZELWO012 LOOP 1'1iAT.ER Li`vE �' 1 �.O I II,, 11 �J Irji 12 i 2' t 1 I z N1I L I O d N O — - _ C14 m 1 LQ i 25+91-20 5PR/NG_W000 ORI VE w r. m '! zo A - --- '~--_ - I , �NrX' I Z! sT A VE NUE— cr O 0. 01 CO Its, kI o Lx ro I "1 '4 ' L NZ J I 1 `I• 1 � A j ` a W kk, 41 01 cr \ \ J 37 - --- ----- -- - --- - - - .. . - --- - --- I i z / i hNil l7 +55 LINE 4 ' 24+,90-,5'R7- 5W 5PQ`1 /GW000 '7R 15 226. 05 J RIM EGEV ?32 Ol \\ \ LL. L • Q V 0 o w Z w C� z N (, • z 8 + 25 LINE ,1 ` W � I � w W Q!"t45 SW 5,oR1NGW000 OR 'E. ZOma. SANI TAR Y SE IAVER L WEES ' 1 ' _$ 4 $ ' QI R!M ELEV.V 206.94 �• — I �s W J Z OE /O -, 4,2 L /NEPL.1 �4 N a-! ;- �- W w � /9-040G0 , 501 SPR/NGWOOO 0,e. c) Q. > RIM ELF_V. 214.47 s. 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HAZEL W000 LOOP 0 � Z � Q -- SCALE : _GL ENW OOO Cr I J SCALE • /^'— .SO� D / 2 ..3 4 S 6 7 8 9 < LJ 2 Zc� U }— Z W Z Z 0 _j °' U a 13 0 z Q 0 Uh 0 OR/G/N4L GKOUAIDJ u 2/0 S 0 O _ U 0 I`a1N/SH QRiIDE O < u J ° 0R1G/NAL 09CWAI0 0 _ 2/o O 0 ziO w o° Z / H c�2AtaF NNW - N , I (n >: J 200 Q °0 0 s .-�- 200 - zoo Z °4_ ° ° -- O N 4 o o f 8„ G p C`i1 O Q rr 1 i �! (0 /90 O - - O.Ogfo R 2 2 � _-1'" ,yp - I •Iz"srM. "GP 190 w g .Z'SrMo 2 3C9l 1 Z39 (n CP OF 0.O O4w En /80 ORIGy NAL 6R01_'1\'9L 0 IL pGZ (K� l8 0 '80 Ile @ J� _ �- K Ion w �55WM p 9 - I X80 v t 70 �. /770 SANITARY SEWER LINE 4 I (K S ANI T,4 R Y SEWER L INE. _�5 � OR/GlNAL G12or✓NL7 - SANITARY _.-___- I — _ PROFILEi - --- - --- 111 5-f '1041 PROFIL R E V I S I O N S S Y DATE /70 /70 /60vi 1 plF � — or a CP Q 0.00¢ - 1 - SEE^LINE .Z. S. W-- HA.'Z EL W 000 _ 00p S. W. C;�L EN W OC D COIR T SCALE: H- / "-5 ;n' v- / "- /D' --� N - _ SCALE : H - / =50' � V- 1 "� 10 ' a 0 2 i O O / Z 3 0. JOS No.: 0910936 S H E E T a FOR APPROVALS ONLY ARC - DATE� MARGN 1915 �AN/ TARy 5E1�1r'ER L/NE 3 ' DRAWN .16J /.IAR_ 3 PR OF/L E - S ANI TA l SE SEWCR CR LfAIE_ 2_ �� DESIGNED :JAV-/GFt� 7 r"Ilr,l EWC1Cli7 PJn 1 SCALE. k- / `-50', I,_ /y= /o ' NOT FOR CONSTRUCTION ra '` SC , / "_/O' CHECKED: c•EK ti ! APPROVED: Gp K OF JO SHTS. a J ', _ ` . ' r .. t- � .�. 'w""'way:.°`"i':•,I +M� �r..-• ..r .--1 _ -Yr �]'ilh . . . .. ... _ ,_ ••..'� ...'^!:R'.lnwtiew..w..,..._-...•s+r...wry -. .. _......_..._.. _..._—.._...,_...,.. ........ lrllIlllllfllllllll' '1'I11I'►l11j�i1111{�II11111(111�1� I (11� 11 111111111111 1111111 111111111111({{I111111111l11111�111111111111111I111111111111111I1111rl111111111I111{11111111111 +rurK�.. ' JP ,� -_.,,, J NOTE: IF THIS MICROFILMED + I ■- .— 2 3 4 5 6 7 ® $ 110 ! 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; 17 IS DUE TO 1 QUALITY OF THE ORIGINALri "DRAWING. OE Lz 6Z 8z 9z sz *z Ez ze Iz OhI 61 81 LI 91 511 b _l cI ZI II 01 -••d 9 It 9 Is 10 •.1. Io.. I z 1 ��1111111{1111111111111111111{IN1iUl1{1111�1111�111111111�1111171N11uIlnn{11111111111111'3lllllfl1�11111111111111�11t111111111NlI{1111111111t�1lIIIIt111,It111t11111111t11t�1111)IIII�IlIIIIIII�IIH�IIIiI�U11�11111111111111111111111111W1l19U11l1)IlwllllUl)1lUil�llllllllllll�lllllt JUN 24 1992 5) A -7J 3*Oe L//VE '6 21-,,- 72.-14 Sf'R/n/GWOUD DAG'/lIE 2f� /3 - 7 'R T 5W MZL W[> l.iK)f' 3 + 0315 - ex swA5f/WU A �4+71,21HAZEZWOOP LDOP— ' 205.4/ R/tif Et Eta' 205.90 RIM El--=kl 211, 43 � i © CN�Alt 1U t31 411vE 4 OT)AH 2 -0-55 L/NE '7 ' - / 10*50 - 12'Rr, ,pry HZL WO Loop 2 * 76 - 29'1-r 5w 5CHLW0 CT. /.E. 2/7. 77 jl� rC•OQ� RIM ELC-V 214. r3 R/M ELE!/ 223.01 ` 4H 1.1-0-614 LINE 0,-00 L/1vE '7' Q IC 212.07 ELE li ?.1,9 SB z C4 O N M 14 +35 L 1/VE 4 ' :x u /4 5/- 7'RT S61' HZLW O °' / ` \ A LOOP �, /.E 214.08 N / l _ z z _ _ 0 y-1 0 0 - ----- 2209.� -_- -- p+o0 .Sc'HotL woOU Cr � ��-X.9 q. ` RIM ELE✓ __ J O ' 112 ,�2.96 r/AZEL woos) LP / =? 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F/L L Pt f-CE/VIE1V A) Pl:/OR TO PL ACE'M OF w � �'NT Th/E' F'/LL MATER/AL �EXCLUO/NG TN OSE AREAS TO ..- � � RECE/VE ,-ALL ROCK ANV EX,7FSS/VEL V SnFT OR WET AREAS EXhOS'ED 19OR/N6 STRIPPING OR C'CCURR/NG TA/E,eEAFr£,e /N THE F/LL St'Cj/ON SHALL BE REA40VEP BEFORE r14F NEXT LIFT /,$' PLACED ANO COA4RACIZA B) WHERE FILL MATER/AL 'S TO 9,E PLACED ON TZOve.5 STEEPER THAN C, CS/X ) HORIZONTAL TO / (-O/V,- } U 24 9 �` ��/ vE&r/CaL, THE EX/ST/NG SLOPE SHALL BE BL�NCHEp TO FIRM SO/L %n FROVIOE' A l.E✓E�l. SL'�FfAEE U - -- � - ----+--- -- -- +- —+-- - + - ��`_- v�� DN W HI r,t! TOP A F _ � -�- �C CE /LL .MATER/,4L, ------- _- --- - �e ' i/ 901,'L47ERS MAY3E P4ACi50 1' 'NE FILL SEC. /ON, ',POI//©EC l-Ht6 Y AA. t >PACE A7' MAST /0 TE',V)FFe7 50 u D/' L THEyA/L LT MATS L MATF.R/AL CAN B,f PLA CEO ANp�SU/1'.4,84 Y CG W,*ACTVE'O ©E7,we,4'N TIIf. 1$c�!!L dd�E'S, w - _ ,P/AL �NALL. Df P4ACCO /N LAYEA'S NGT TO F. XCEEO 9 /V/NE !/�'CHES LOOSE' i/IALI_ rJA r r {� C Vr• �)J 6E C fPAC, ED T,7 A D•--NS/TY Or Ar Z-EA 9J N/•VE'Tr j ! r2 cr./vr. pi O - r THE _ TAN,�.�ik�� PRr~�c'4r2 /IdAX1Mt/h1 DR DEN�'/TV A �Z% .IN.�LL f•/.1VE � /. r?is ru,�'E Cvn/;E-i•IT � NOT C►ti�FATFR IW./I V ,�� 7H,QE PER CE.vV s��9�'v�= T/lE OPT/MU,vI MU/STORE COn/TENT. BASIC Q s I C:OMPACTIUN S,qO[/L p MINIM/ZE / DET A E C OMPL /.S yEpRW/, ;SHEE/°SF©GST' -- --- — - I !O lVF/L "NES Nd� OF E,.drN i ,' ITNE �Ur'��ICEf T/ F/L L� .SECT/ON SH U1 OE F- IBESCAL40 W TN 5Ev,6RA1. PASSES OIC �«'•? EQ- T/KELP AGL = 30 31 32 33 34 35 't '� - � ��/�� -¢ 5,LCPF.,S : Cl/T SLORL'S SNALL BE NO 5 TEEPFQ TATA/b' /YZ ('OHF- AIVP ONE'NA4A";NORIZONrAL TC R E V I S 1 O N S b Y DATE PL ACE'M C'N7' p.0 p /(pNC'J V.F.RT/e'A.L . BERM," /N., TE,F'/ALS - _—. .7 4 %,4WN O►�( TSI /�L/a1V �.S OOA/•, tl' i!f►L. ©NLy �i/✓f? 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COM/�ACT�_47' B Y ;RACI,' OLC / G' A -' ' C Z'ADEJ� TO %NE 3A71S,=ACT;r- N OF ;/�E !%� .�'yL DESIGNED JP�R GMK THF ,,%,fA ER1A4 -//ALS- -o PL,aCEO /15 /L/p% :c� ,R/CT THE EX -'.'VG ANP CHECKED, CF � I_NG1.._F00,1I) Nu // A APPROVED: Cr K OF 10 SHTS. l X11'11 tt111lII�Illlllllllllll►11��111�1�111111�1`1i1I'Ifi lln 1 '1 IIIto I{ I) Ill II III 1111111 f•llllII VIII 1 I I11 III 111 111 III IIIIIII Ill JillIll fllIll Ill!II1111111I1111111 _ ^ --.'_ ___ - ._. _m,.• .a ,.-� 1 ` NOTE: IF fH IS 'I ICROF I LMED 1 ��--- �----2 3 _+- 4 5 6 7 S 9 11U 1 I 12 j DRAWING IS LESS CLEAR THAN THIS NOTICE; IT 15 DUE TO THF QUALITY OF THE ORIGINAL f . .a --'DRAWING. - -. --- --- -. ---- - --—- - ---._— - - _ - -- -- ` ' OE dz 9? 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W �" •� ''�• .. /✓LS L'. , 1 .• i 55 a t : 5 r Atl$%AAx K H. NdC7r CXl$rYrirG LL'N !A►�:'7A11 B Ma CROSS !K mi rrlk mar �\.\�• `. . LND y // � `r i v 5 r A 1 L a1 N;:� \ •�''�`\\\\ SC.' t // f r i 1 -- As - v 40 45 iln k /A( Af cFm�x i ea s n �` 'D �\ ` �'� �� t'`4\ ,1 Y �•ct*. o+ ..a ra-/�'r, ;;�"G V \\ ✓ 59 Ap"rX " ' oft 'INSTAL! F.N. ,� , ts• as �►`�1 ,. r \, \ ✓y� i 1 �r \4 \0 i. l \ is / ✓1� w,.w � , ' 4M rte` .-..__._.___.___-.___---"----. P°i' \ ,\ 1 ! 1 `. .� � t r" CoQ _ r f ✓.• ,,/r y, , r4y".", IA'STA/, 4r .y11 �- .+' SAN/TAR T /IyA ;;`' I rte E e"rs Y 40 4;4 f~ n fiC. ,� � l.` P/L f. .'_ E�'il!a TNS . •S. �,,V; - - -- .._.� . .. ... tit..�. . ,� `, ``� /.�• ,' � I� D. !. �'�+ .'� ,� F, N: s 707- 77 C Twp; I r' �.._..__.._ _. _ :' \e t ,r, ' A ✓r f.�, at �i1JG>� r 4 C .. ,(t r• j`Ir I rAr•.7 _ G7. Sl/VG�.f fAt./1 !LY DY1'E'GL/lYG5. f+RdAQ:�YA 4"C_1. /Nd TAIL .6p C.1, •� �: ✓ J W W/,4" a.K I l vs TA.c " s a. .\ laC�' ' �'` /' + M, �J L. T l - F,ra M; Y ,!1 T .� I � �' I I, i ' -1$:. � i i' � !,N M E.TF11.' et'A' ``••.,,� �\ •f�.• ' '�.`. � %'',r' r L � S 1 4 l '� I t' 1 t ,• � � �I r+l►��rsty a'r'.t. { ,� '� \ 'A,:y,. ''' � r 111) � (� I-, ., C...'' ,fir \� � MAY 9� PRG'PCJSILt !rZ'Y.aDa. I l i i - I ! I ,.•,,' \`� ' .fir . ;, .��..-+^.,..•._,� ,W I 1 t I ' �•+ f �� N r A A '•\ 1?9 �'8 P 7 r « CU 4 I I' a I uA rp ` //ter J"•� C \ jam,` Crl(►/ I ` 11LGCN �.K�JLCT `, : I r` �/: !`� �'1✓. G �'+Y : + I tx/ari.ve !K' t•IynfA ' �� ✓w i (y ot I � � '••--�. ...........__.._.. _�._......- ..�.�__�.._......_ -_ .,,_„• "D NECT 7t) Sr!Nit r' � J.ld6pN V r B ^ w. �,....,.. � I \ � � f ,I ` ', yM J�..:•"/� ,'•.-/ r.••� Q�� 1r! ,ik�+'` / f •..,;,,C L 1 N ��•^''-- •..�'' ��' � Gip` i S W S l�R.l N'.i l�r'c�OD-' L�/� 1 y'Z i . - .. � � -..✓`&" -.. r ��; ra� '.�•a .... .. - „L� ,iii r _..4.... / .....___ .. - ._ .._......_ .. _, "=c' - ._.r - .,J r w Ya', - 3 i:',4. 4w:pal.n'�1 :.•.li. + •a, 'r ,. ,k ,.�r a�- ' �• I '-` � •_-_._.. � ��"-�-�._..-.`�� .... .... ......... .. .r � _.wr✓ .•, �1 y�-�'S"J ri}h s7�''�"t'��1 '�� - qt � \ j••-.._. -_ / _-�`'-_..r -.... Net -! � +'•rb l�:',�.;'d} J`�' *', 1 `�'y� 'y `'^' \24, ,� 1 ,� r _ .�. T:: I W..Via.{-w• d...Yr`•h4�.: rf ,.,y ,.�.K" ,;�. n• •'' •t :t •_ .� r ..�i,�. : , j•d'l5 7'1 N r! /8 _. ^•.-.- , Y ,_t, +t. , r` r ��. ,+. ;• �tia ,r ) t Gil q.r. ., d- Y •�s� t1�. •1 A t K _ '.,. .� _♦r. `411 T� �'r ...x .,1:r. .711 4 f .c. '.J a.. �,.ti, n ,n.. w- I: �:.w #!";+A Y- a... I:'' r N .. -....,, ^.. -�._.. _.._..._._._.......,..._._._..r..,,-.._.. �;:' ..r ..y"_�xTM'. �'' �!. �,s",47'. '4� .-t',.;f .:'RJtl':: !f �4`I!'' .1.Y- i+, �.. �'.�- "v `.}\-S`- .:A'�".•.,��.y+„!1(' 11 t..i .'�I'�. 'i...�l'. t � LrXJ4T w:7 rp - Notify Tigard Voter District sprier to eeowweneing construction. T. All sanitary saner linfs lQ• laterally or 3' i rXter/ar, Is" C.1, 2. All vork shall be in aaeordanoo with A.W.W.A. standards. ♦elrtinally of 'wuter pins shal l be encased 101 a ( i 3• All vark shall be iaspe,eted and approved by TVD. from creasing with csncroto 6" thick. Where Fire hydrant asasubly consists of Md s Hg Torr, ,, FIX `eta oressi i � aro no�dnsary they vast be stage at } j i vairs, b PIS x rig apsolj and Pacific Stau., title h drant, approximately go with at least 18" ssparatios i 1 I '91" MVO* )-port (2 " pigT hose eoawsotioanel l - 4�" bel0t the water line. i I p*xper), 6" Fla sante a cs ons, IJO Post Opr Nut, open 1 o f t B. Mains shall 1 be tested a ?. Alf:• �� r' ' �' I ` ! � , i eolert rod trattie sisNill. r at, t SO psi for l bens', .� bacterin.logical tests rsgairoi. ; � > Itthr o 3• nlrsd o�riltarste thrnswtblesks +�t leant k s aalre test et 10. WD sha � 1 » 11 install all copper services prior to . hea.riag surfaee at all er ovp talo$ bond and blowoff lsoatiar. Maektopping of streets. Motors will be in- ', c :ttlislMMI IM1a ' 36" of 3w" minus gravel cover for all stains in streets or *$ailed th* disixist t 6' 4j► per individual regasst. - rr;s-;�'L, drivowayal otherwise, 36" of earth sorer. 1'DN° for Ave. , ll• �n aosrplotion of installation, contractor shalle 6 90 advise TWD of total eenstruction costs to which .. • .tld I vi l 1 be nddod l !er c�ts+�riot inspectfonor Mater , ! + i - r��: Lexi, nrerh�ro,d, ad�inistrationr sa>�ling� eta., ,,� • . ab�W � •,4 t a<� 6% for engineering, including permits, "as- ENGL EWOOD NO " ` ` � 1 . �. . 1 � ..,�� -� �' . ,: :;a,ar . . ,, , , L:« a built" d.-r►vyn�s, i>tltarsociir�e 'cps, Mtc" � 14 as�t�w[ �,h r,t •� 2•'h �..,-., ....,r....... n...e..«.�-...• .,.... . -... «-,.. ..... w ... .. � ,.. . ... ... r ._ _ � .�.afg, - Jl .y'. . .� to 1 - .. ,,.. .... ,.... ... «A .. ,...., .._««.,.,«_w.•sA•«,n..,..,«.... :�:1...,..,.iJY.wxK,..r...•+1r„+n1.Wr w.-.. .w - * ,r • ,.• � I t' I ( � f �111�11111111 It�lt�l It+ I' 1�IIIIiIIrI111I�Y11�(1IIf1111111�1�11f�111 I11�11 IIIIIIIIIIIIflrlllt�llllllt�ill,11111111111�111111111IIIItII111If11If11I1111111IIt111tII1t11111 _ ._t,l.,� v-__.—- ,�-. _' _. .. . •, ..:. ` ' ._ _ � -^�""° ^' � NOTE: I F THIS MICROFILMED �-^— -- I �•. 2 3 4 5 _ 6 7 6 9 I G I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICF;' ]T 15 DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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