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BURLWOOD NO. 4 SUBDIVISION ----------- 30 k C /0 14 31 N'\ 27 \N. 30 C,5 26 -T , 36 ! .�� . 7 3-3 SUMMARY OF LSTI1vIATE,C) QU 4AIT11-IC 5 '\,V, SANITARY SEWER 7Tee y'10 French Exca-VaLion 8" Concrete Sewer Rpe 500 Cu yj 67o5 Ln.Ft 3-9 ............ 3) G, Ft oil 4815 Ln ,37 9�6 34 4 8",6' Tee e 15 E 38 24 G) Standard Manhole 10 E4L 2 L416 Alouse Z 0,4-(7ra 7.) .standard Lamphoje k. , Alt 35 8.) Connecticr) to Exist. Sewer 2 Ea Tylplca Beciaing 2 EOL 15 Cu rd 10.) 3G 37 35 Cv YA 7± Wye - _-_ 0, - ;�\i o/�5 177 > ' \� i k 9 2 46-4,0,Z.5 � /C �,' - ----•--- : _--... �' //6 r�,,-��� �r�) \ 2.3�2/ C.5p yL W 33 �6 \� N, . 1� I A . '. % i I 4 W4 9160 �11 --(_I Z Z - - I- 1;1 7.0� e-e ;3'9;D:7 7 340 .4INAP o,- 6 .5;"ub L 61, e 39; 0 7.5' Wy D 20 19 18 ,-6 w G. ye ';0 6. 1 T/0 —41Y—d- 3-1-8380 _ __ _..J r. T - S-W 115 ZN 2 - EiHE 7-- f Z- U Z J LL 4- -%Cnsr--- \J) kz 01 A19(9 J4 + -12 0 -4 ALI- 9b: PLAT( I PIAN PROFILE . , A.S. f ARPRIP41 PAPER CO.,S.F.CAL, ...... NO low I As 3, 4 Tee Loc. ?c- l0- 6 for .7 -lift 4w rl 1111111111101 `7tj I tt)III 11W771171171VII 1-1-1 JIT11 1114%11 ti If 111 1111 IT,I 2 3 4 5 6 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED "lift DRAWING IS LESS CLEAR THAN THfS NOTICEW-IT IS DUE TO JHE. QUALITY OF THE ORIGINAL DRAW CNG. QE 62 92 LZ 92 S2 fp a Ez 22 IZ 0' 61 81 11 91 111 v I EI al II 01 1 9 S op E a I Will 4. JUNq E 24 19 9 2 up. I MOO- ooh !' Vii• 1 / 2�) /� //i, , i4c Shvl'/del�);, ' exist. D!tr.h 5� rH r25le, o i Arop. L ire ,(C '•� ' p'� (0 77, � ) 0' DOto - - _ S. w T/ ARD ?`,p,. dor curb i BoHom f • � s IjAl —_ A r - :7A 27 04 _71 .. _. ' . -.. _... PLATE 1 Pt AN PROFILE • F.A.S. t FARPRMT PAPER CO.,B.F.CAL, NO 1000H 1 a pact LL'd�Y. ve �1►+y all I"�l_IRI_.WC)OD NO 4 ..�,r... .._...........-•_._�: '+�c�rAWM.,._._ �. � _ r�7�r�•..�w. �� wawa • ... � « �.... _ ::Y•..y°�f," '^'.:".' �'_ _.—.-�.-�...—_ �Y"�.�."�•� -- - I �'+�+w�Rv� .. qrtmpw ♦ ! �* '!` ����• �' ��I'II�I1�1li iilll�lll�llf�l►�ll��il� �'{'7)1IIII�U� �r�� 1 �1' �1 ' i1�I�1�l�II �111`I� I�I�I��II�I��l�llll�l{1�111�111�111�IIIIIII�IIIIIII�IIII111�111�111 'IIIIII�IIII111�111�1�1�111 r � � � - � � - _ _ NOTE: IF THIS MICROFILMED ►a"'r'"'�"` —'�.'�"""."...r�.'2"""'t 3 4 8 7 0 IO I 12 /a r DRAWING IS LESS CLEAR THAN THIS NC,TI.Ci-T'-IT IS C11E TO QUALITY OF THE ORIGINAL �,. RAWING• 0E dZ 92 12 9t SZ 011 yi am a OZ dl 611 LSI l 9_t1 SI o1 CI ZI 11 01 d {• 1 9 S fp c $man _ d11l11I1l1111l1111l1111l1111111)I�flll�lll111�1N1IIIM�illNtfpHfH11 � ���M�1�N!IINIf+illTll�IIIINRMI ) IIIII�IIII�IIII�IINIIIII�)) JUNE 24 92 IP � ,_ �.�,:, �.. +, s:.�• ,�... ',Y..,, ,?_r I i � .,. r. ... -. ,,.II,:� i.• p Edi � ,� , 1 r , � .. � :.. � ... .. ] i 9 I- — 1 1 1 1 1 1 1 1 I 1 f off. .�,��l�..r., k,. i ice. �• �, r • • n 2� k Ox. sites adlow" t 00"Nonwalth 7nearrmretod 491 S.N. 6th Portland, Oregon 4 near altons This latter is to ..city the tact that .4r have received the neoraaa y rapers WhAw"W that Alias T. aivkerrsier is an atearwyr in tact oro that the City CMnoil has aPPVrved fW aeeertanes the streets aro severs in the aarlceed 44 SuWjvis'jon. 2 thank you very such Plor yeur cm-,ereaation and it You have any ftrthm questims feel tree to call ver. Sincerely 1 a•i t'i C. Thourmen d rsotor of Public Wofts i4 a f P®RTLA.rp *EHIBRAL t«4Tu.dC COMPANY NILL uIVtSION ,A'„ ;p1 first Street fi ' t DetrwU ereW 07132 RECEIVED NOY 221968 MoveetAer sl, 1sM elly Of S'GARU Mr. Rdrsard B. Lilly Vicc (resident C000nvYalth Properties, Inc. .M R: surlwood tib Dear Mr. Lilly: Thank you for: your letter dated October 30. The exwMtien at the road crossing you refer to has now been tasped and packed wit► crushed rock from Dot► sides of the street. Crusb,id rraek has also boon delivered to and distributed in the r eyicavation that f.s to be bomath tho intersection of the future sidewalk. In the area that wn r•-.,Ached next to the curb it is indeed uer nur usual loestion. We wore forced to that position due to the des company's ut:.ixind Our usasl speco, Very truly yowei, r L � Vete Perrino Tigard District Manager cc Reith Thoeipaote / t City of Tigard 1/ Jack Thompson P.C.R. [ngineer Alex Pinks Alexander Cnnst" Coepaay u y p 1 1 e i e 'f E�arembwc Is. 1l6A Rr. Edward B. Lilly, Vioe-Prosidert coaaxom..alth Properties Iacorporste4 f 411 S.W. 6th Portland, Oregon Dear for. l.illyi .i Eurlwood 4 was acospted ay the city Council at its regular meeting on Plommmber 6. 1969 subject to the receipt of proof of Piowex of Attar.noy for the sain- tenanoe bond. It you would please forward the re4uired proof of Power of Attorney to the City Recorder it would be greatly apparecisted. Einoorely PGaith C. Thoapean Director oif Public Mork* W1r/leg q m, Atty. Fred. A. AndsM Doris Council Meeting, Nov. 6 168 -1/1/66 Burlwood IV. Commonwealth Properties has requested tht City accept maintenance .for Burvood IV and I am attaching a copy of the msintenrnce bond they have Pubmitted, .for your ` approval. I ti.ould ©ppreciate your reviewing the bond and if not ecceptrble, plerse edvIse and I will ask them to correct n it. Thank you. ' I dol'is C I I� 1�1 M M d; The Travelers Indemnity Company Hartford, Connecticut (A STUCK COMPANY) MAINTENANCE BOND No. 1543121 (WOW ALL MEN BY THESE PRASENT31 That me, COMMNWEJLTH PROPERTIRS, INC., as Principal, and THE TRAVELERS INDEMNITY COMPAN7, as Surety, are held and firmly bound unto CITY OF TI�IUW, Oregon, as Obligde, in the sum of SRVENTM THOUSAND )ND N01100 ($17,000.00) DOLLARS, the payment of which, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firLly by these presents. WHMFyA3, the said Principal has laid out and constructed certain water tb lines, streets and severe within the subdivision of record in City of Tigard, Oregon known as Burlwood IV. WHEREAS, the said Principal has applied to the Obligee to accept and establish all streets as shown on said plat, as city streets and in connection N therewith has promised and obligated itself to maintain said water lines, streets and sewers and to correct any defects in said water lines, streets and severs for a period of one year following acceptance by the City; NOW, THMUOR.E, the condition of this obligation is such, that, if the Principal shall maintain said water lines, et-roots and sewers and correct any, defects in said water limes, streets and sewers for a period of one year following acceptance by the City, then this obligation shall be void; r o*.:erwise, it shall remain in full force and effect. SIONSD, SEALED and DATED this 29th day of October, 1969. COMMONWEALTH PROPERTIES � 1 THELF�3,IL Qty l Dean R. Patitt, Attorney- n�—act L.• ..�Y+... A d1I's.o+.' r F • k. t OOtober 17, 1961 Mr. Rdward Lilly Coessonw 4olth, Inc. 421 S.W. 6th Avenue Portland, Oregon 97204 Dear Mr Lillys Before Hurlwooe No. IV can be accepted by the City the 1!ollowing must Los received: (a) A Maintenance Bond in the aeor- t SO• of the construction cost for a period of one year. (b) The as builts plans. (c) A certification from your engineers that the subdivision was completed in accordance with their specification, with a cop), of the air test (— report. :;incerel , r - �� fr Reith C. Thompson Director of Public: Works RCT/d1 _ . .A-+— ONNONWEALTH, INC. RECEIVED . /. w t I. A 1i F N J1 N K E R 8 Of TOE WEST 0C 1 1.1 1968 I.OMMONWI AL TH 0UILDIN0/4212.W.AIA AVENUI/PORTLAND,0010ON 17201 CITY OF TIGARD A...C.A.503.2.1.1141 October 11, 1968 Mr. Keith Thompson city Engineer Tf;ard, Oregon 97223 Dear Mr. Thompson: The streets have been completed in Burlwood- No. 4, and Commonwealth requests approval and acceptance of the streets by the city. We would appreciate if you could do this at your earliest convenience. Very truly yours Zdward B. Lilly Vice President Commonwealth Prooe--ties, Inc. Ir BL:fl u, ;i 421 S 1m AVI 14111 KIRTLAND.OREGON 97200 ANCHr1NAriF ALASKA R01SE.IOANO CORVALLIS-EUGENE MEDFORDP SALEM,OREGON SFAtTIE WASHINGTON SAN FRA14CISCO•SACRAMENTO-SAN JOSE,CALIFORNIA P E.. �Crtl�4�Kf,KgGKeetLKA �C., IKC. �� �1' LN�.i'�I.H�.q SUHVl )HS 4145 N E CULLY BI_V0. PORTLAND.OREGON 97218 TELEPHONE 282.0901 TRANSMITTAL NOTICE To: Wash. Co. wept. of Public Works Dare. 6 - 19 - 68 Attention: Mr. Lyle Sharp Project: Burl.wooci IV Subdivision Transmitted �Herewith By _ Mailstinger Copies I Dated _''' crirfivrrrnrd Title i Rev. 6-19-68 InLerauctioll 1lesiXi I Remarks: For approval per your letter of request dated 6-14-66 cc 1r. keUa Thompson. 11pard City liall. (2) Incl. Ferula st £K9CKeet - t? /Ke. By-- lei ardie The office of PetCi#4 Sgf6teelteof, ea— 1,te, '1� RI.1'."TI R}O ENGINEERS M SURVEY(jRS 414!i N E.CULLY BLVD. PORTLAND.OREGON 87218 TELEPHONE 292.0901 TRANSMITTAL NOTICE To: Mr. Keith Thompson Date: 5-6-68 City of Tigard Tigard, Oregon Project: buriWoOd IV Transmitted Herewith By j_j Mail }�. Messenger J] Copies Dated Description and Title 3 5-6-68 13urlwood IV Street Intersection Remarks: cc �CCCC7d�K �KgCK[!7'[LK9 ��., /rSC. J By Art H ie ONNONWEALTH, IANC M O N T n A G I OANIIF 14 % OF THE WFFIT S4 rOMMONR'E A LTN BUILDING/471 S.M.Sol,AVE MUE/PORT LAND,OREGON 97704 (((FFF A...C.4.$07-770.8141 April 18, 1968 I!1! i Mr. Keith Thompson City Engineer Tigard, Oregon 97223 Dear Keith: This letter is for the purpose of finding the policy which will be followed by the City of Tigard and the County with respect to the developere in tying in the county roads. As you know from the past, Commonwealth is willing to pay its share of any development which is necessary to keep 71p with the city or count standards, and hope that the county or the city, whichever we are working with, will be fair in proration of these costs. If you could please tell me where we stand on the intersection of S.W. Tigard Drive with S.W. Tigard Street on the eastern end of our plat known as Burlwood #4, it woald be greatly appreciated. I understand that you have been working and trying to get this settled with the county, and if I can be of any assistance, please let me know. Very truly yours, COMMONWEALTH PROPERTI , LNC. Edward B. Lilly Vice President EBL:ct 471 S W Mh AVENIJF PnRTLANO.OREGON 97704 ANCHORAGE,ALASKA BOISE.IDAHO CORVALLIS-EUGENE MEDFORD SALEM,OREGON SEATTLE,WASHINGTON SAN FRANCISCO SACRAMENTO SAN JOSE,CALIFORNIA G, r�F' f1771 '� •�. 1 J' M 4 ITI . FI v rF Y r CITY OF TIGARD, OREGON DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROTECT No. : II. PROJECT NAME: III. DRAWING (TITLE) dated: IV.. PLAT (TITLE) : _ dated: V. SITE, LOCATION: V1. PRINCIPALS: (1) DEVELOPER: e Address-. Phone No.__ (2) DEVELOPERS SURETY AGENCY: C'u_ AddressPhone No.— Bond No. Exp. DAte/l,4-V/ (3) ENGINEER: �`�; /n A ,, L 9 1g.e 00e!N•5 - S- Address Phone No. (4) INSPECTOR: Address , Phone Vo. ____ (5) PRIME CONTRACTOR: Addres9 Phone No. (6) CONTRACTORS SURETY AGENCY: Address _ , Phone No.— Bond No. Exp. DAte (7► SUB-CONTRACTORS: * Inaert: Street, Sewer or Streit Light. T l><e ravelerr Indemnity Cimpany HarderA.Ooonecticut POWSR OF ATTORNEY 73OW ALL MEN BY THESE PRI11811IM: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby make,constitute and appoint Dean R. Petitt of Portland, Oregon its true and lawful Attorney(@)-in-Fact,with full pmer and authority, for and on behalf of tht Company as surety, to execute and deliver and affix the seal of the Company thereto, if a xal is required, bonds, undertakings,recognisances,consentsof surety or other written ooligations in the nature thereof,as follows Any and all bonds, undertakings, recognisances, consents of surety or other written obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby,and all of the acts of said Attorney(s)- in-Fact,pursuant to these presents,are hereby ratified and confirmed. This appointment is made under and by authority of the following by-laws of the Company which by-laws are nnw in full force and effect; ANTla.e I V.SecT1nN 11, The Chairman of the Rnard,the President,the Chairman of the Finance Committee, the Chapman of the Insurance Executive Committee,any Vice President,any Second Vitt President,any Senear) or any Department Secretary may appoint attorneys-in-fact or agents with power and authority. as defined or limited in their respective powers of attorney,for and on behalf of the Company to execute and dei,vrr,and affix the seal of the Componv thereto,bonds,undertakings,recognizance+,ennsents of surety m other written obliptions in the nature thereof and any of said officers may remove any such attorney-in-fact or agent and revoke the power and authority given to him. Aar1CLe IV,SecTtoN 13. Any bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when signed by the Chairman of the Board,the President,the Chairman of the Finance Committee the Chairman of the Insurance Executive Committee,any Vice President or any Second Via President and duly attested and sealed,if a seal is required,by any Sterstary nes any Department Secretary nr any Assistant Secretary or when signed by the Chairman of the Board,the President,the Chairman of the Finance Committee,the Chairman of the Ineursnce Executive Committee,any Vice President or any Second Via President and countersigned and sealed, if a seal is required, by a duly authorised attorney-in-fact or apret;and an such bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall fie valid and binding upon the Company when duly executed and sealed, d s seal is reriuired,by one or more attorneys-indact or agents pursuant to and within the limits of the authority panted by hit or their power nr powers or attorney. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolu• tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: Verno: That the signature of any officer authtorlsed by the By-Laws and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of Ather given for the execution of any bond,undertaking,recogniance or other written obligation In the nature thereof,such signature and eel when so used being hereby adopted by the Comparex u the original signature of such officer and the original sea{ of the Company,to be valid and binding upon the Company with the some fora and effect as though manually affixed. IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY ties caused then presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 5th Jay of April 1967 . THE TRAVELERS INDEMNITY COMPANY tN D IAr V' • By a CA L 5ecretaty,Fidelity and Surety State of Connecticut,County of Hardord—ere; tin this 5th day of April in the year 1967 before me personally came G finger Wheeler to me known,who,being by me duly sworn,did depose and say:that he resides in the State of t onnecttc,it;that he is Secretary(Fidelity and Surety)of THE TRAVELERS INDEMNITY COMPANY.the corporation described in and which executed the above instrument;that he knows the seal of said corporation; that the seal affixed to said Instrument is such corporate seal;that It was se affixed by authnrity of his office under the by-laws of raid corporation, and that he signed his name thereto by like authority. f�NOTAIIv y�, ,waL1c J Notary Public �bo11e co My commission expires April 1, 1969 ",11" s IN 7.111 ,s,.1t. —,, (Over) ..� +. 'fort aw.,,at,., •swan-.. .or.4.. +<++� CBRTMCATIOIV I, Wrn A. Shrake,Assistant Secretary (Fidelity and Surety)of THE TRAVELERS INDEMNITY t(tM PA's N'certify that the foregoing power of attorney,the above quoted Sections 11.and 13.of Article IV 4 the By-Laws and the Resolution of the Board of Directors of November Jo, 1959 have not been abridged or revoked and are now in full force and effect. Signed and Sealed at H-artford,Connecticut,this October day of 214 1968 C% CrYi' �.,M'yi AL Assistant Secretary, Fidelity and Surety '�'' r....r'� t 1 t1 f M E �P i�.37 /�✓ W - 2 `��• `y6„Cato Pa See SA7. 3 ,, �'err�ove Ex1st B/ow o{!' x r �,/ Fc De / Q' < /t5 of Connecfion Pv�r.9\ Q _45 6” Bend G �A 70 /Z"Cork. C�/v. ` ¢�5 W //5 c.risf •Lv% r Zz P'Pe Exist 8N 6.' Tee w/ 0/0 s t B"Gate valve / 35 ./" x _ Ex�st�Q"x 6" Tee 4, u _'Fire Nydr Uni/ s35 -3312" � / � .1 � Y •� -12456 /6 00 __ _ * + --- 9.Op' �% [= 7729. x I a•96 6 �4 Q 53'043 46 4 23 R /U2.82 \ 7 z Class "B Asph. Conc Q' 32 - 5��..,Beed OG. 9 2 -\ 7 � , "' I sie Vii'�I. �tvr SdFsuo/K by /_ [.� 72.J/ - '•� I . F - 4 s ,::rte ate./w/sr T6 :, 2 `3/ Levo Cou.ae \ -- - — _ 1 I Noise: 3" °'Or4n9ebur9 Dirt�n h� 1 'tip 6 18 Std Comic. Cc, b / O Base Course Thr,, Cvrb S' From 6-qm rt�f?Corner �, -t s= \ �• \ } TYPIC4Z STX T l_C . (albt P°gid i,„-,6) Z4 '� EE/ SG T � \ m 5cn/e.' / /O 9 LQ-/¢ 3� -' 8"� 6 Tee . "s F ,- b”(iafe valve 19 c (2)// 6„Ser 37 \ (J_ .C` v 3�4„ Copper house 4 S(�MMARY' OF ._S_T/VATED �UA/V7/Tl�_S 5 TyP��a/ — �S ,y ,. .5. \ _5_TREET5 gr 0 General Excavation Includ1'n - d C 2 l'/ '= ' Hc�u!- Unclasslf�ed 3,165 Gu.Yd. i 2 I I safe liA/de 2 0" Base Course 265 Cu.Yd. Comp. Qua • ;i \ \ < 3) a/4„ 6 Leve I�n9 Course 790 Cu.Yd. ( ) is b d s 36'/4'06 > � � a 4. Ca h. -- = Jo W z ) 2 Class"5" Asp Conc. Pavement 4,730 Sq.Yd. I N R. /30.22 / �, 2/ / \ 6 ° S) 16` Std. Cone. Curb 2,620 Ln. Pt- -- 6.) Intersecfion NlatcL, Fbwe. I Job O / WATER SYST 1 �` \' Pipe rs0 37 /� a IC I J 8"C.I. Pie 410 Ln.Ft Cr. 2a 6"C.I. pipe 1,500 Ln-Ft. __3-A C ; Q i Z 318" Gate ua Irr a. Summe.c rest /5r Sp 27' iia / / J 1. d• /8 026 36 U 22 4) Gft4 Ea.• C.I. Box _ % R= 204.63 x „ ' G. R= 204,63 L=65.87,x. 3 6) /4 Copper Service Pipe 750 Ln.Ft. p / 6"Gate l/a/ve r s N t.= 68.81 Y) /4 Corp. SfoP 34 Ea. a / 3x � B/ow-off v �_� 2/ 8) /4 Curb '� 34 Ea. _� /� '�aJQ ., 3 � � p .�'(v ��+ 4 � End 9/ Fire Hgdrant Unit l EQ, Q P 10) Qemcve Re instar 56w-off ► Ea. +. j 0��5�' �' / - E' ¢= B"C.sP _3f En ,o e 16 30 30 36 B9 d-Pt PIAN POh + Vi t• / �, 22�8'csp Sca/e 11) Connection �o Exist Serv'ict 4 Ea. f a f � /ca/ Tesf s e � G 12) Granular aaGKFIII Note: 0.5 3 �/. 8 c er/o 09 �P Q d• 350 Cv.Yd. o n�atc 39 I 12 STOaM SEWER -R�rnove Biow of{ I) Trench Excavation —` \ a ��'' TG�c /2 ;6 ' Tees (P/1sraed 75 Cv.Yd. II k'empve Brow of{ g Pe /ns/q// 1 �� r_� F F .t t 1 �� on //6 rH Or ure C.i. ' 1 2; 12' Cork. Sewer P�Po 215 Ln. Ft. O d I `' lo' 110 Ln.R. _ f� C�'EEk � 1. W�� / _ �� 54 ZYL0. wcl - - -^ - _ -- _ - 0L. -- rt — 5.1 dof"n - — - 1 ' n — I - — — r a o - — -- - - - - I Jr� U _ — z _ — - If if r_jf7 — _ — — W U � � �- O � -- LY Ina Wm — �j o — -- — — — -- -- — — • _ _ - - - — Mj me— Me- - — --- _ _ - e BURR-WOOL) Pao 4 1-)F PLATE I - PLAN • PROFILE . F.A.S. ,� C"4 { per _1?oo </a a is arc �rnm✓.�.5 3 c'_ _ CLEARPRINT PAPER CO.,S.F.CAL. K y u,..•,,w+ l � m...,__ .... .. • �. ,.. .a.. ..,..._,.•.,,�,w�.�..,,,, �P[I � i I[i 1 I' I[11��I► �l i �} r I I. 1 -I 1 1[r I I t 1 � I I 1 I I I no. tooar-r ,_ �.._ .Y M....�.... -.-r-- r " C � ( �•I I ! � I � � � it [ I � rill (I '1�1 1�1 rel �I 1�1 I Illllllll�r)[I1�1�111�111IIIIIIIIIIIIIIIII111I111IIIII111I111 r111�11�111IIII�IIII111llrlllll .'. i 1_ . _. - _ - ,,.. .,�.x- . .;m... J NOTE- IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT TCrr "TT IS DILE TO Z �MLITY OF THE ORIGINAL _-_-- . RAW I NG. - --------------- — �� ,. OE dt Bt L2 �t S2 ►T. CE ZZ 1$ OZ Af 91 `I 91 11 1►I EI ZI II 01 d 0 L 9 S r !E Z lu.aw. r r, "' �Nrllnrllmllullllullull��h�ll►III anWrl�rrl�lmri{��«I«N�I�«In, 111 nnllri �rttr�rrltln�r�mlirrtl� + !"' �rn4tm,tntlgll�tfilllln�p�IN"'Room ��lurllur11111rIlul�urrhW,�I�11�uuLllt�Wt�4u�IrulfW�l�ilurr � 24 JUNE 1 992 " .,.. , ,.,,. .--�---- •—._. .••---- ----- —..•......_. a...._. •,x,11,,.,•,,,. .,,,,�', 30 \ OVA -A \ R6jY1G'vE /D \! 1 31 27 �. \ \ \ �• 30 26 8 % 36 \ 33 - SUMMARY_ OF EST/MATED UAAI TIFIES O \\ 25 �t4'K SANITARY SEWER \ 7yp \\ �3 �y I) Trench Excavation 500 Cu.Yd. y1 /x 2) 8" Concrete Sewer Pipe 675 Ln.Ft. '� 6" 4-85 Ln.Ft• \ �� 4. 8"x6"Tee ,$ Wye 15 Ea-. 39 37 34- � _� 5, 6•x4." to UL. _�-` "�,._+ 6) Standard Manhole Exisf 38 X 24 m � � �`, 7.) Standard Laphole 2 E.a.• C.5P. 6 " !-Nouse Latera/ � 35 �l , 8) Connection to Exist. Sewer 2 Ea. 9J Bedding 25 Cu-Yd. TypiCa/ ,� /'°4 (a \ 10.) Granular 13acK;iII 55 Cu Yd. 36 37 \ Y _ 4 6 _ alp �9 / 23Z LL. w �k x/ t s" 1 3 3� NV i ,I � ��a,9 .9 � - to 6 Stub 6 Wye Tee 6 Wye ' 20 19 18 i I . .J "/' ro I 4 .3 L N e-I-A T3�-83.80 .3 ro - --- - S Lel/ _.115 _-- --- -- -- — - ------ --- -- TN i P1_4N o' sca/e:/s50" �I Ln I ri -- - - - - - I e% __ - - A4 - - — - - - u -- _ c� z — - - — — 2 W - y� Y7z �j � _ — w - - - - NV 14 Ij • 4 OF' PLATE I • PLAN , PROFILE •F.A-S. CAL. '.�' + ti , _ CIEARPRINT PAPER CO S.F CAL . :.,r waM.!rw.w"r�11MwrMo. ,, ..«..».. ,„° rz+w++wrw+n.wwram«w �Mp� ...,...,;vaewar`yyMal� _ WWM�`j1N^arw itrrl„a• `'�' ! 1 w - lrll��lllll�' �Ilill�lll�lll 11 rill ill - III''I 1� I 1�1I�flf� (�Iip mm II� I�IIIII II � I I I 14 1i � �1 1�) rll 111 111 III 111 111 III _. - « NOTE: IF THIS MICROFILMED -- — 2 3 4 5 6 7 ® 9 10 I I 1 2 DRAWING IS LESS CLEAR THAN THIS NOTI,CG-t-'-TT IS DUE TO * QUALITY OF THE ORIGINAL 'DRAWING. QE ge ez Le 9e se *e Et to 1a OLS of 91 LI 91 111' 1►I EI a 11 01 6 9 L 9 s P E Z Ism” _ ,1111�111�111111111�111111111(ii11N�1111�111�,111�1111I111f�1111�IN�111/�IN1�tf�11��1111�{N 111�1111�1!f�Mlf�1111� Wr limp- . _ +Il+ah �n� ��►hnlllrrl�af��nluullullnnimllllull►ul�dwduulu�l�u��lullu�t111N JUNE 2 . 992 ., xpsa, i. '?'�i^'r' 'cw:�7"'w k,R 'p'!`r' . 'i ..,..q-. ";�r."'+um�;•lb:” » _N?'ri1R'�At'9'l��„�'�NR :I ` B • FINISH GRADE OF STREF-1" o -4 jT x ZZZ R1sER RINGS u •P , Q _- __. V �YARIADLG MAX.OF IZ. N Z'-o'/-L�— OPTIONAL -- - - - -_ -- -� . ♦ . e � / / _ \ �" i — --- -- - a r r- , ' Q 1 00 4 ui T( / / ° 3 -- n n MANHOLE (lINGS + �, 4.2' Z q I� �• � � it \ - ,' 1 T_ -48-- - J, oAiiE/l/ENT ST.9�VOARO GRA 7/N6 \ +\ •, ` .\ `� r ,I \J/�J'�'�/ / /,� / y - FILL JOINTS WIr►1 • l I �' • \\ \ r i / . /� �/ --- CEMENT GROUT , .� / - - - — - - - — --- I \� 10 .p np nn J L�J _ ' to SECTION C G 7g j ►' — PJREAK OvT d C I 4 � / y ♦ �`1 1 �' a' p GEMENT I LI.EAR MIN.} GROUT 1 REN10V E UPPER HAIR OF v �I ° -- — C e 3io 2 Sew ER PipE INSIDE OF I (i ° • ° MAt`IHoLE5 -- I Mgnhole base shall provide , ' ,. / ' •' -_� - ,L� �s- AVO TE SECTION B - E5 �o MIN. I at least �' of concrete between • ' o — "� I — -`� '� / /10AC///NE COI/ER FiP.9ME FOR SECTION A - A the- base- C lowest proje.cfton of SECTION E-E _._._..-_--- t� �`. � TRL/E ,�9Ef+�R/N6 ALL AiPOL/NO the Sewer pipe. ' --- - ° � 'I y�' -~ I dSE THE FOL 1.Ol�Y1NG N!T.S- _ �a�ln PRECAST MANHOLE DETA I LS F Z M'"' 5r,4 10,4,eO e'O�/CeFY /NLE'T _ - _- ' ` SECTION D - D ,yy •. •N / � I SCALE I/Z = 11-0 IlZ 3/40 - �r � � J _I See frames and e_-over YAIZ I A B 2'-oVz: detail this Sheet, G I I �/ \I I I T G ,,,, ,v — ,y /NCLUpE /N DROP J ,r / \�� I �y9NyUL E Bio �- . -- -�• - — Iti STD PRECAST � MANHOLE _____� I I o I a • � � ^�' o s SE E /ABOVE ° o o / I DAM TQ --_ =i13� - Z X ,. -�!q �.PE CAST �P//VG W Lr TIV MIN. OF F� M ° . - _ �o, • o VIA, S.P. r,/I W "' _ S+ePs where depth s 3 i - „ - --- SECT/D/'✓ ,ti/ -/V m more than 3 PL At�i — a : G' _ 0 . F J 2' o1�z' SCALE '!i.'- 1' 4 ' ,. 4' ,+J/N/MUM 4 CLEA�<. - COYEiP META/L _� -- - - SLOPE -I 3 S 1 fl E S , ► ,SZ:-�4L E a. 4 .. .. i• Y4 6,C.NO - N1 IN. OF --�- I. E DIA. CD A'-o,J �' SECTION M - Ml SECTION L -- L_ UPON - MANHOLE DETAIL SECTION V -F ' SCALE 1�2 = I�_ol %2x 2 FLAT BAR SHALLOW MANHOLE D ETA I L 1 — I _ T Vv,/VZ' 4 Vii t_.E „ SCALE 1/i' = 1' ROUND NoL¢s I Z �( 2 Sq. EvGF- _ ��--_ ��f o CUR>s LIHE I I I N 1.-6T W W I Z 3/, Y I 2 3i Ft A >, E• z I_ - _ s'-o' _ _ I � I I I I T_y P C _r � SECTION_ G- G.S-rAN __f _ RAMECARCO ER NOI.E I \�y — K --- - - - -- - -1 /4 I 21 - e"., 1, 8vs I I LI ��— : - o-r At , W DRILL ZAP 's/g - Ido NC _ .'` 2� sq. --J N sue I — — y — —� H \'. ,L USE 2500 COMP>oiEislVt , �� , r STRC►1GTH CcNGRtTQ --- - - I / A 2 3 3 Z - 3 1 _ _ _ EDGR FLAT �►\ i FOR Gvwc - - ---I� P ' - �•' _ �.. y - f -- � 1 ,I a o'_ t1 i DARs - V � , N •n1 � ' t/2 x Z SQ. EDGE FLAT 5AR, W�aD ra0 o CA09 Is ISAILS JF 'b Hoops IN 12" CSP FROM BASIN _ — '� � ~ • IT ^ ►� • ♦ O JUMP —_. —.— _ _ — —_ �� I I� ' I I I .`i N G L E • « Q Q ❑ O O ❑ aa °• • 'NO, 10 WIRE PLAN • '' 16- /t X 2 Sg. Et arl i ! Rt!crnNGlX !-IoIES .. I a r' FLAT BARS GRATE FRAMt It i -A > - INLET Y y REMARK5 ; _Y ,' a O O b D i• US1i. 2000 COMPRf=GSIVE d' - �� r Type o.�° �. o♦d O O D �jTR[Narm CONc•RRTIi o'' r �'. 6 ! , .. .� o A n o 0 0 o q 0 0 4 FaR RIwr,S 2'- 4% __ _... • . A ►' - 5%4. I'-S" • •e• --- - 4 v 0• a 1 0 0 O O 0 0 D 0 ` - ° . � , � < - _ � �= 4.' WEaP Dtal►IN �wl_, A-I 2' %LZ'-d W ° o 0 o p 0 13 a A 2 L' 7,, Z _6%s 2 C7RATts p - -W INLET GRATl. TYPE A - Z m Weer Mougs �CNOIc-c� a Q - - . • �.. - Z - \ G 1 - $ SECTION TT 1 1'- ,-'%C v Rou►In - 2"DIA• No T�I►[It 30 SLo►t . - < y v RtcT - 2'',c2" INs10E To -L"93 Our�lee IZMMI ` • _- ---- � q. �e 1 FLAT 'r�AR S VEPTIC/aL `7�AC.1HCo 44.. o. C. �p f f' `v'ECTIOIV H H. -+ '' • " . -- Mtlttl 1� �' tE' 4!_ -----� - u -- - _ 0 0o SuN P 1DE.T-AILS, WITH STANDARO MANHOLE SEcT1oN K- K ? 57WA10,0RO DE-T,4/c5 FRAME Covl.R Sr'O/IA4 SEWERS PETS t-+qr To �.`A�� PETTIJOHW E'NCy1NEERING CO. INC, a _ JTAW DARD CONCRETE, CATCH BA51 N 4146 N.E. CULLY BLVD. • AT 2-0901 N T Sc.gc E As 5frow�v SCALE ��" _ I 0" PORTLAND 18, OREGON STANDARD CONCRETE 1N�.ET APRIL 10 , 1967 GwArc tr FRAME NOT rp ;SCALE OF A 6246 • ` M _ .._ .i '.."�,.;.. w - _ .'.'.•_ .-...��+• ,. r• ..-- -- " '•"eai!!•^y.';^3'^':aer -Tr--s--:-::•zr•-'--rsc- _-_—._ ------- e _. _ _ >4v:.r;,.,_ o, , .-1.i�',u,.i:,6.t.yYµw:. I.4 '�i,, . ..h T I I I IT T rl I i t< I I I l 1 11 I I I III I 1 I ^I I I I I I �IIIIr1fI111�IilIIIIII'II�IIlI111I111III1I111I111ItI1I1111111If1►IIIIIIIIIIIIItIIIIItIIII """"`"' ; SII1" . 2 3 4 5 8 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED - DRAMING IS LESS CLEAR THAN _--� THIS NOT ICCSI-1T IS DUE TO al ../""''° TK .QUALITY OF THE ORIGINAL _ __..-----._._.—.- ----_--._- ------ ----------_--- --�" of ez ez �z 9z st rx s`a _ i la oa 61 of i1 91 �II $'1 EI aI II ol_I_-_` a 9 c 9 s� t(' E Z Isw a - i �lII�IIIIIIIIIIIIIIHIIIIIII�f1hItIt1I1f1�JNIlNII1111Iti11I1ipINIlI1t ��I�NMFIIMMII11�M1flIIfflrl!flltttlll{IIM'�I�III1�M1Ii111111l�IIINIfiffllttil�I�I1IIIlhII��IIIIIIIIIIIIIIIIIIIIIIIII)1Uld�lll '1 1 U��IIIII�IIIII�,�IIH I - - w JUNE 24 - 1992 WIN_ 4 T 1 I 1 i, i NOTE FINISH GRADE of STREET MACHINE COvER E FRAME FOR + I TRUE BEARING ALL ARjUNU. T� RISER RINGS VARIABLE USE THE FOLLOWING WTS./ ' ^- -- QJ_L MAxlf�/Il)?�/I OF IZINCHES COVER 140 LBS. ; FRAME - 230LBS. 1 ' - - o;. •'p OPTIONAL. c5_ Z X Q /6 ,Ma X.. °• • i "RAO• I - -_ _ 23 3'4' I c Y \►.. m 'M //I I II j 17� - 3/4• I~ I/q' B R A D y - \0. - - ---------- - - - -- --- / 3,4^ -_III _ i I I �-\\ • I-N ^Np I a Y -- �- / 34 .I o j/ PRE CAST" RING _. 5" 4g' S PLAN { _ - SECT. J -J FIL.L. JOINTS WITH CEMENT ENT --_-- --- GROUT r• oo WL MANHOLE RINGS m \. a v 0: SRE_AK OUT FRAME COVER DETAIL a b• 1• CLEAR(M IN.) / SCALE 1" 1 '- 0" I ° 'SLOPE ` v , REMOVE UPPER HALF OF SEWER PIPE INSIDE OF MANHOLE-5 i ri� I:Iz _-2 CEMENT- GROUT' EMENT t, _ I GROU1- D � I SECTION 7 IF t / \ Covar ( Frame __— ��^-� T ----- - - --� Surf of Pa,, t Z L_McAnhole, bas&_ shall provide- of iaP Io" - Go' MIN, least �" of`oncrete- be♦•ween the. Boase- f *4 Hoop SECTION D- Q ------- --------- SEE COVER DETAIL I-�Eear / \ x. - , lowest pro�cction o f }he. Sewer pipe , --- ---_ -- GROUT FRAME IN PLACE -z" clear _ 25" \ I U n D SECTION C C — I / \� 1 ------ I Clear, all bars I Cover f Frama� \ i �„_ ° d o il► T C413ARS not Shown /^ E o I E - _ CID 3 " 6' LONG T° v T�e I( I t is Clear/ o+ o' d y d � Iti:U F L vi o c I LAMPHOLE. BID INC:-U DES I aa' ( 2-*G Bars 4 ce = > m E. q e PRECAST MANHOLE DETAILS \-��4/ � E - ALL LABOR 4 MATERIAL �- — � r � m &GALE. '. —4=0'– � UVE HERE * � 1-a4 hoop 1 i c lz" I'_ �„ A13 eoi 5- *G Bars C 1 j L NIP -•• IY4 TO P V I E W L�— 5'-4" ----�I 2-0 x 2'-G xG„ SLAB i �Q," (Ba.Se) RiSar 4 Cover slab ) SECT I - I (Base. , Riser, 4 Cov¢rSlab) , LAMPHOLE DETAIL- ALTERNAT ALTERNATE scatl� 1i2. = I -o SHALLOW PRECAST MANHOLE DETAIL ( SCALE 1/2 " �Z'1/11N. r, ` \ I�; 111- / � I � � – – H-•I-- � �- (4) 136 HOLES .���� _ ± �` l , H �I T fi� ti 0 III H j I \ � P LAN - ' -- — -- h \\ AHconcrete to have 28 \ ' da st'renoth of 30oo P 5.1. 5E E COVER DETAIL ��` 4) - 3/4' 4 c s" BOLTS ` - 'b' ' Z,.+o 4' Slum �\ 3 HEX. NUT 0 Sae frame , C_over C] P' I a J7(4) �4 m 5 — ",' detail this Shee-i- PLAN a 0LLJ +- 4 `, I � � "� „i- 1 GROUT FRAME IN PLAICE 1 w x t.RIA.OLE I - 141 4 D• ►� 'r ''s L J Q --- s� \\ �- DAM 'ro � >r, ., m 3--o xLli n 8 T- MINIMUM --�- / I II \\ o — _ - _ I MACHINE' COYER f#, FRAME FOR (-4)- JV.0" dA RJ ° - TRUE BEARING ALL AROUND J' - !9"--►ON• 54eps where `v m0r opt LAtAPHOLO BID INCLUDES SECTION G-G -MIN, CDF 8 DIAM, 5.P. I "I 4CLAR - 3 SIDES I ALL LADOR MATERIAL D. / f30YtNCRC SHALLOW MANHOLE DETAIL o• p _ 2_ +I F* 5CAt_F_ VZ I o I b r --- — — -� SLOPE I IZ --- o f'-e„ D �Z-F a - ��5 a+ F s'� `� SECTION 1/4 D�ND MIN• of B D1AM, _ - ---- - �. - IS E C T. A A _ ,. . . o. d x 2' -6" "6"SLAB �' • , I1 , T I .1A_1MPHOLE FRAME SECT. E - E y �� � • ORE ST�4ND�lRO DE TA/L S I (�I �" ~ ' PETTI.IOHN ENGINEERING CO. INC. SAN/TAipY SE 1NER DROP CON ' `� �- I I S CCT 10 N g- L AM P H� QF—TAIL `� P��1114� 4145 N. E. CULIY BLVD, - AT 2.0901 DETAILS FOR MAN HOLES &COVER D TAIL. SCALE 45 .Swo1w�V SCALE 17- = t -o _ ' POR'LAND 18, OREGON ,. L.11... ` SCALE7 Iht�= 1 SCALE: '/Z" I' -D" APRIL 10 , 1967 I � r rral ,». w•.r ,.MOW * � ` • .. r � ( � -.. ,, - -.r- -.. _. - _., •_ -- rwpw.• ---..a.... .. PI�IIIiI�I�Iilll[I11�11� 1`��Il�I,rIII Iilllll[rll h ftr iI (Ill�llrll -,�. l `IIIA) fllfllllllllflllllllllflflllrll,llllIIIIIIIIIIIIII111111'IIIIII illl'IIIIIIIIfII111I111�111!'II _ ' """_.. , .... f .. f I- 2 1 3 4 I 5 I 6 7 8 8 1�0 II 12 NOTE: IF THIS MICROFILMED �l DRAWING IS LESS CLEAR THAN --� THIS NOT II,"--17 IS DUE TO * QUALITY OF THE ORIGINAL —DRAW ING. - -- - - 0£ ez RZ LZ 9Z S2 ►Z £Z ZZ IZ OZ 61 Of L! 91 SI 41 £1 , 21 11 01 6 0 L 9 S b+ £ 2 1- INraso .. – �►III111111111111111111111u11NhI111tI11U�1111111II�11nI111111�UI�INIIlItp111tt>It►IIINNIMi1�lIII�f�1lli�lut+n►lllar[1i1i�IlM�lt�IIII�N11�mthtl�tfitlpU1R111�N11111M�Ifl�1� pIIU111u11uI11ulIIIIIII. LwII1IN JUNE 24 .1 9/ 2, SUR � 9E r h4/Owit: rHAr ��;�>,4/04,'�Fa�".ry PQv.�f�? '.'f_1' I�c/C, -4C' c7�fv���(/ CDoeoO.?4;r10ti', DOfj AfffBY ,11W,41 1,�t4BC/rh' a�v0 1B U IR L %V 9) C) F) INC • OfCL Alf 'yE ,9,4iG EXE, MAP OF 31zeC wood ,(/0 4 , pw rl,4L 510 .k'S ,' 3 5 .4.ti D ,9C L �7� BLOCk' 6 ,4S D/1'C�P/9E0 Al ''1rE l,�CC��ti>,oA,cn'ivG SUt�� E� � �'l `�P r,'F��',;,'E a 't'C/E. ti �4� 4A'a ,��„,' 7,7 I"el ,-1 Dorf ,9E/uG v� '/�f o;,1,/�"ti f;'o,vs sh'OW4/ A10 a.' � �sT,p�E; s ati� -�r E�/UE1' 9f/A, Ci OF TNf W/D;'fif rd.2 ,?604 .lf7 FO,Q,'N 4.G'D fA%0 Coti��foAiAEqZ TH PARTIAL BLOCKS 1 AN � .A► LL � F BL� C � 6 PROpfR>T'ff �'k'C DOL-T NfQEBY Ofa/�,4.'f r0 '"NE ✓'fE X '//f. Pl/3l/C ,4f P0B4/CW4Kf �0W'YER , 4ZL ftREfrf ,4klO 14ilZ'Uff s�°W,V °k� -0~;�° A'4,0 IN THE S -W, 1 SECTION 34 T, IS , j R, IW , W M . F'10E PRfI/OfAlr f�r W 9 L L Y 4f f T f ECRE''ARY' SN/QL EY 9 OE �SIAYEA/ ffAC- CITY OF T I G A R D WASHINGTON COUNTY OREGON � SCALE I" = 100' NOV. 1967 0 PETTIJOHN ENGINEERING COMPANY INC;.. Q,Q`` ,� S ra ,T E 0/" 0 �G'0/V CO U/VT ' 0� MUL r1t V A 9,4X ' / 30)�Z W000 3 r /1 1 1 1 r ' r C 1 C I C / SII / I / S / 1 I .fit K Eti, A , 4EiQf 0 tit, , �A, h, I _ 0,4>- �r.. _ . _ 96, 9`FORE 1. � , H� Uti,2A?1'1GXG�D 4 A 01 A,Q y P✓& C /4i A,UD r0,P A O J"46 / � 3 14 I 15 Y III (6 A* r i r �- L '-d r / / l 1V O7E •• 4AID L 001., Y' -� ,gSOA44"'L T . r'J,oPEA,QfO LfdW4Q0 3 . Lc Y' .-/4,'D Sf//QIEY' 4. .�. �r1y��. 0 ,�%'� �fRlO�/A� �_) f i�DYI!ti J1;yC .4f/�(/!i D//1 Y .fN/O�PN D/D • I I 'y ' T �• f.� / ' " •5 ? 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