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ROGERS MACHINE SEWER SANITARY SEWER w n. - mom.. Y a. W , I w 0 W �' o Z = DETAIL AREA Q! h BONITAAQ W (nlV 40 FOOT OF STEEL Q ! PIPE. SEE DETAIL I w � cr I o 41 S.S. j COUPLING BONITA RD. S 72nd AVE. M.H. ( EXISTING) exia tin C. �. _ �.. _ _ __, _ _ Al RM EL 1475. --- -' - --+_•��_. iso' II „ IE 1 t I L E EL. 140, 8 8 V.I. R 8 C. S P. I stub out X ^II I Yx ! MH 0+00 14'_ 1--- -MH 1+83.30 —MH 3401 ,70 i LAW KABLE--$T 1+47 -1+77 — -- o Ina < a31 p/ l I µ. I NOTE: AM. 3+011-0 TO C.O. SEE i 1 PRE-DELIVERY CENTER (FORD) 0 d SAN. SEW. EXTENSION PLAN. J r �� I ► W CONST. 8Y OTHERS �` \ a o of i PLAN VICINITY MAP SCALE : 11 = 50' SCALE '. I"= 1200 BM. ' RIM EXIST. W g q_ 72nd AVE. a BONITA ROAD EL. 145.00 ti ti m 1 I , SO I - , I}}l - X 6" GA LV.- 50 IHORN CAL Iw= 10" VERT, BOLTS WITH N U1/4 " X- , -+ 2" GALV. STIRAP l i i i R , ( �----------- �_. _ IQ / L i C.S. - ;- _ C.1. 8 I STE _ ply IG - - - o I I 1 � ac ! I f+ I i - I. I I.E 141.21 1 - --- - ----._ ( -- - --_- DRES ER E- �. - - -- - ---. _ - - - --- - _ _._ - - - . t S LE 2 1 1--♦ 8rte — -- --- -,—•-- -�- I --— - - �r Q C.S.p C- 14 I I Pour! 24" X! 24° Pip• $uppo t I .. _t-_ AQai -at Un;distur ed it-h- 4- 1-4j5% th- - - --- _ }-4 fi :30 4U. , --- ---_�.-_- ----__-- ----_ _--..__ ___ .E , MRI EL�I51.7 Unle s Coinpact d F1II Is i 8 C.I.P C- 50 8. STE L : I ! II _ -- i } ' i 10 GU. Req Ired BY Tt�e En ineer 1 1 _ _ - _ _ - -�--- f1� 'Y .- _DITCH 0S h N G METAll L ( , NOT TO SCALE 0.0 E 4.-A N mom S _ Z _ I. T B 2 r- W t j I 'CLQ COPY Wo � Z � I, E 140, $I I �iI.E. I 1.21 ; 1 F y W VI r W w v - _._. - I a a Li --- - �----- t I -�--- I IS DCON $TU T p ; 6- 66 . - ----- a _ I Y T I�A R ? - -- - ; I ILNGINE�FRING DEPAR NE1NT 1 l I _S�wE — EXTENSIQN -0R _ — ROGE S MA HINERY C . II 1 . I _ . _ _.__ _ _ ._ _.__._. ___ _ _ 1 .. . __ _ ._-_-_ __-_ _-_ __ .�_. - N YAN R I I C �- -- --- _ _ _ _•—_ ___ ._ ..._ . _...._. . .._____ ____. ___-.-- -__ .--- -.- .-- . . _ __. _ . .. __. _ . r i 'STE ENS , THOMPSON, ; -- - ! '.Eh : N(ER/ PLAN K, U � RE'��. '. f �•=; , ;SNC IRE[R MAY 12 21 1 '- �A3 DTtT f�11 I t � I i I -- -- ~ `PLATE 1 PLAN-PRMILF 1) N H w N. E FTANDARr) }pp°u NAC AIYr.PPoUr J[1.1UM--MADE. ANIr PRINTED ,N U. • A. IU(:ENI uILUGEN CO. ROGERS MACHINE SEWER 1 OF 5 ,may q �y,y..� y�.�y ._ mom ki i'11 Ill I Iry 111I �. II (�'tlijl 1 'Ill ( t(I I�I III �! 111 1 III III r� �1 �) Ifl 11t 111 111 IIIIIII I�1 IIIIIII 111 I�i 11� III IIIIIII (IIIrI1 VIII 4 I I I I I I � I f I 1 I I I I I I I I I I I I 1 I I I I I 1 1 i E I 4 5 6 7 8 9 1!�0 11 12 I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN 1 THIS NOT IC&I'-IT IS DUE TO QUALITY OF THE ORIGINAL DRAWING. - - -- _--- - --- ---- - - - -_... __ -----—. OE ez ez t2 92 se $12 E2 Zz IfZ 02 61 91 LI •1 61 t.I EI � 211,� 11 _0L1 d e � 9 s IP ' C 8'--•-1 1'"'•'" dt1UlIIIIIIIIIIIIIIIIIIIIU11111I1111IIIt�II111NiItIN�1111�1INI1fNI11N�ni> 111t1111Hil�lf�}Itllttt1111!IINf1111 IIIIMI�IINIRIII/IfQIt �1111��11UI1111I1i111NN11 IW�W1 _ JULY 6 199240MON40PRO 711r,""Cr, WNW ' Mr y h .,,-_.. :, .. h r::rt:„ t< :.-, .H s+`k,.�''u",k• ,r `, -.. ra'•'.. ., ,. •. ... ..a.K:.;w . .. .++v.....>.... ,.,;,.:: ...,. ;.. ... •-'":.' , >➢. .. ,y,, . ... r;.,- rk;I„,,. .�..r.�. .'�1: :�1.,�",.. 1 nt.,:lr •" ,, -6,} r.v ,, :a lI 'rviSt `r 'll` 3^." . �,'�Ir y r m�.r r*v'ligrg i it 4{'•h'til' _ r r +t A 1/0• Dle HOLES '1 9" R rr PRECAST CONIC STANOARD 6 SUBUR$AN M4 FRAME B COVER TOP SL AS COVERS ONLY AS SPf CIFIEO �•�•�� `� _ =f�.__....._ ! b HOOPS 1 i ZZE-- FINISFINS GRADE` H R I _..._... _... . 1 _. . 1 �.. f-, • -..._...� .MORTAR Q ~ 6 PIM B" __._ 1'" _ t Ih CI. I / ; �b+11�P1�CA'$T 0 O , I ;6 O D Min i 3* Mlo. CRETE RMK! rrr� I 4 T23• CI .� ,r >Zi-.Die. I r EP1pe ; t3 ! C" ► u r _ r • �/1 1 I. i - A ;. .• PRECAST GONC M r PRECAST COLIC I +4 zB «'4 ID12 o .(ECCENTRIC CONE • PREc.sT collc'�■ LEAN OUT G CCENTRIC CONE 10 I p 1 �• OUT VORTAR ( �iccENTRIC CONG MORYAR t MORTAR at •i - r.y•I SECTION ,899 ^�1 ,_�/ i 3000 PSI CONIC BASE SECTION GCc f RAME COVER 4B•Dle PRECAST f WYE BRANCH MANHOLE FRAME 8 COVER W 5 4d Ota. *RECAST r" ,; 40 CADMIUM PLATED STEEL SOLT x CONCRETE RINGS `• " �' 5"+'; 4B•Dio PRECAST .'� S CONCRETE RIN03 i * '� f J '�K 4.A5KE T to v►r� S' w. CONCRETE RltlGg \ �i E1N �•-•- . • Mi STEPS M•4 STEPS +, { / /�"*•\ ' , ' X12" OIC �, t•_. .. _.. -- - ,� - y ', a'1 I1t" OIC , � I a12` O/C � , � � �� r, x♦ :.^. „....1I{,.. . M SHELF SLOPE. I _ I U O ' r ' .l....••••t 1 t- - ._ ._ . . .. 0 E -a� ` i 12 Mo• UI�19TURBEO A#TN-- / I C3 I /x 1� �i WASWRS t}l,� 3 MIII �, +g i y " LOCK"s BAR . 1PIPSEARTH 8 �i o. +v�i 4B•01<110 ZI �� COTTER PIN / �- r M -� 1 . ' i It1 WAIL S �• -ARI�� {IA 9w BEND h Pt �� „"� /�1 _ - _.._.. . _ ...._.._._ �► 1 5•, 11. -�4 ( + ^t W I K •� '-_/ i 1� _... ..... .. _ ,. M PAN TIpN WAT RTIGHT MANHOLE .� _ ECTION +000 PSI CONCIEETE BASE - ="- i�EG TYPE D MANHOLE ..._..Y&R TYPE A MANHOLE TYPE 8 MANHOLE TYPE MANHOLE SHALLQ* FRAMEa COVER 3000 PSI CONC, SAS. --�--•--"•-- POUR AGAIN5T ,!ND+STURBEp IN OUTSIDE OR INSIDE DROP (JVTSIDE 2R INSIDE, DROP EARTH UNLESS COMPACTED r< -r -��• FRAME AND COVER SCHEDULE _ FILL IREQUIRED BY Tr1E ! DIMENSIONS FN INCHES LOS WEIGHT ENGINEER 3 MANHOLE NOTES f - T j Stf$LF 8'µ,n TYPE .EAR OPENING,,OVERALL aA. r - ..1 `� I, LOWER 1 PRECAST CONC. RING TO BE SET INTO BASE BI PTHIFRA ER UNDISTURBED .. 12 Mel t t• wy...y_. _ .. ..._ ... A._ 8..._.... I __ 0wE 2 ECAS C �pE P BONDLEVE. BEFORE CONIC 1$ SET MORTAR JOINT TO INSURE r. p- +�.,_�...�_ TRENCH WIDTH EARTH --- STANDARD 31 10 40 2�-0 PItl11 Pipe 10 1 3 !40 1 1 EXIST. GRAVEL SURFACWG r„r - - 2 ALLOW A MIN. OF E4 HOURS TO ELAPSE 1SEFORE PLACING SUBURBAN W -- ? � - ___. -3 6^ 160 14C S: +' jrrii•r;�-z:• l \ ' _ _ T.s�._asa _�•�•_ Tv 3m'-0 ;EVEL ING COURSE L PROVIDE 8 SECURELY - REMAINING RINGS S CONE ____.. ___ �_� _. ___ _.. _ - -- - . t r. s t r F ► j [ - INSTALL CONIC PLUG w y J WATERTIGHT W a ?3 f 31 • ' 1 1 S ro ' ESO 160 t ' RUBBER RING GASKET 1+ 3, SET RLL RINGS fS CONE A 11.1 FRAME IN /2 MORTAR B __ '-- ~ ---- -- - 4- T . p t .: D; 1'F•k ! • M` I i0 /Z” 0 SUBBA .E tr• II CLEAN OUT .._t._ ___.._._. .. . _.._ - __ MORTAR ALL JOINTS INSIDE B OUTSIDE. B ; 14 6 !I5 I BLOCK PLUG SECURELY I < 4. ALL M•i SECTIONS SMALL CONFORM TO ASTM SPEC 41 -61T NOTES I THE LETTER `S• NOT LESS THAN 2" IN SIZE, I$ TO BE �. CAST IN THE TOP 4F AL L COVERS 2 OLYMPIC" WAT£RT16KT Mei COWER No 5791 OR EQUAL MAY I m SAND BACKFiL'. �_ 8E USED AT T4E DISCRETiC)N OF THE ENGINEER IN AREAS SHELF `'`^ +- r COMPACTED BACKFILL--' y *4 BASE WHERE THERE IS NO /Eo4I(_ULAR TRAFFIC, I LENGTH AS INDICATED ON PLANS 1 AS DIRECTED BY THE ENGR12* - ---- -- - -� !) PAY WIDTH ! 4 I MANHOLE PLAN _ - 1500 PSI cmC. - PAY WIDTH •• `� I r ii �, j` .�.' 12" pip* 12 Pipe �� i •\ _ HOOK STE:'3 BEMINO ! ., • T I •'1 0 I -, TYPICAL FOR T"°€,�Q�e PtPo t.0. BU' REINFORCING STEEL �! �' • t •► •, 0 m BACKFILL MATERIAL. I TYPE D 8 C SIMILAR tXGEPT DROPS FINISH RA BACKFILL • �'-- ''-1-- - j f a THOROUGHLY JETTED '„> Q 'L IRS t ► x ; , - � � T... ...:. ' I • �...i 1500 PSI CONC FOR PIPE CRADLE CLEA04 0...1 FRAME H .' X111 �.- ✓ • 1. • (. r'' ► Mtn 4"BELOW PIPE COVER a5 1PEC141E0 FINtSM_GRADE ! z a 1 R .� !. �' _• •-• T -- I 1 ' , SET IN MURTAR -_-. -•. - ---...._., TYPICAL GRAVEL SECTION .>, J CLASS A CONCRETE BEDDt ':'r w•�''.- _ ''1�;. •a� � a �' �i SECTION D-D � � TRENCH WIDTH .--- i � a ,�• pipe 12' CONCRETE ENCASEMENT - t • a " ELcVATION -`1� - *f 2'•0" PIUS Pipe 1.0. ++ EXIST BITUMINOUS SURFACING 6" ""'^`�-`""` • A C PA v E AIIE N T MIn `�MNn. 3' TOP STEP , SEL.ECT MATERIAL PL�CFO 6 PAY w10TN ^�- p I� , _._• ~ ONLY ) t' — O CTEO TO DEPTH", DETER' c. . « . .!" ; ; , ''"'cv ` 1 " MINEDBY FIELD CGNDIT;ONS B �i 1E Pipe 12 a 3/4' o LEVELING COURSE / 'i �_ - ___ \ \.,5• S �� J� .'r'�'r�T" I aPPROVEG tar THE ENGa •*+ .+- �; �_.. �. It �a It 'G SUBBASE ' 'i "° �.. w .• >1 '-1 �"• ♦ �. t.0• t SELECT COMPACTED SAND / Z D • t 4 ` • ` >} � c I f COMPACTED �' I ' •+. ELEVATION SELECT GRAVEL OR SANG BACK ' BACKFILL t rf..• f-1 :S % 4 GENUINE ' r- ��,;,� OR GRAVEL REDOING MATERIIL. 1 • � 'I" ' E..p�IPe �.,..-.. ` T FILL. MATERIAL FROM t OF ' WROUGHT IRON I PIPE TO 12" ABOVE PIPE '� / t E PID• �L. PLACE d COMPACT AS DIRECTEa 1 1 eo SANG BACKFILL ��. .^ .' 18" TRENCH WIDTH IS" _ _ ►. Nl �' BY THE ENGR t Mtn 4`BELOW PIPE. •i EARTH I , I BEDDING -CLASS A,8 URC 45• BEND _ 'f ...� .• , I .1�"' -� i PAY WIDTH SELECT BACKFILL CLASS 8 SELECT BEDDING 'UNOISTU'RBEO N _ I .. ..�_. .__. _.___.__.__.,.-_--__. ..i j• WYE BRANCH i� ( t �/ i EARTH •� -' �.,. �GONPAGTEO BACKFILL U i ~ S NG 6"Mih 1500 PSI IX" " :(:.'.' MATERIAL EXCAVATED FROM Pope t W • C,ONC ALL SIDES f :.t. I TRENCH PAY WIDTH UNDISTUOSIED i BACKFILL. MATERIAL �`�tt —.•-' (� it —� I R i.f�.f: J M - I Mtn 12' Cq�APACTF.C, PRF-COVER 1c^ Pipe t2" EARTH - j THOROUGHLY JETTED - h \•try' _ „ T t I t ABOVE PIPE, USING NATIVE ~� 1 t MATERIAL EXCAVATED FROM II 2000 PSI t TRENCH a FREE OF STONES PROVIDE A SECURELY CONC PLAN HARD LUMPS B OA ANI INSTALL GONC PLUG '--"'— G C 4 Pe 1 a MATERIAL �» RLISSIR RING GASKET FF MANHOLE STEP I BEDDING CLASS A B OR C PLAN E �._-..- I -SHAPE BOTTOM OF TRENCH TYPICAL PAVEMt.NT SECTION ` \ GTL TO FIT PIPE IA PROVIDE BF-LL MOLL �,,,.,.. CLEAN PUT CUT OFF WALL �''' o ` - RESURFACING DETAILS .} 1, �.; `,, -------- ORDINARY BACKFILL CLASS C STANDARD BEDDING , , ..-V ,, ,,_, �_,•. . t•��i . �1 !ti� �3- w.. 7 0. 1 tet- S 'T' `'teve.ns, Thc�mpmwm. Runyan �It Hies, Isik, TYPICAL DETAILS Engineers/ Planners OF �:'r .. PORTLAND. OREGON FEATTLE. WASHINGTON ! I I : f) • ) � - � + ' • � . .ti.� -_. �"- _-. 41 •IIAr■Iff!!M..11Nf'. .... ... ,. - Y ... '� lh''. . .. ... ..,,.. ... N. . .rw+G _ ..ti....R...w .. ._ f I 1 LFII I I i III ilTfi� 111111 111 III III III 11 � 11 � 111 111 III III III III Ili III III T � III III SII � �� Iii III • I 1 I 1 1 1 I 1 I i 1 I I , ,�.�;,, - ' -- Z 4 5 f 7 6 9 10 t I 1 2 DRAWING IS LESS CLEAR THAN ' - �_ _ -.- f _ `""""i""'— ' •- .__ ._.,._.._._ _ NOTE : I F THIS MICROFILMED �. , - • THIS NOT I.CG,"IT IS OW- TO AK-QUALITY OF THE ORIGINAL DRAWING -- 11E 6Z BZ lZ 9Z SZ fZ EZ la OZ 61 @1 L I 91 G1 b l E I 21 11 01 6 a L 9 S b E �.- � • '�,i'-'"•'''�'' ,, �, >.a•M.,r.....- r�NUllllllll�lllllilil�lllll}lit�lll;ll II t11iIt�t�t + � � ' �� Itl�lit� �1it1H'�4tH111i1t111111_I�lilllltl�'1��1ii,�l 1111111�1��!'�Ift��tlltlllt��•11�IIit�NH�1�it lliflllllllllllllllllul�I Ill�� , � . I • JULY 6 1992 a�� _ - 'ars-•-. ..._... .... `'•. ^�r. ,.,,�.� ,•...,•�,.�,..x - ..• L 111•!+ _. r' r. • �"'I�„R YN.F�?'�'l�W•'?Sn'Ifi�• ..�•I•V�n'•.•{M:!rT a..r,9�•,. .i. ti.4 4.,..,vi i "1 ., i. , , 1 ,� V' G) w � ILMMALMIILR � w cmc 1 yy n N 3 ' cn CITY OF TIGARD, OREGON DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I . PROJECT No. : II . PROJECT NAME: 111. DRAWING (TITLE) ; dated: IV PLAT (TITLE) : dated: V. SITE LOCATION: V1 . PRINCIPALS: (1) DEVELOPER: Addiess 7 �� r�, 1✓1,one No. _ (2) DEVELOPERS SURETY AGENCYs Address Phone No.— Bond No. Exp. Date_ i / 13) ENGINEER: Address Phone No. (4) INSPECTOR: Address Phone (5) PRIME CONTRACTOR: `In 0 n S Address �M _ Pnone (h) CONTRACTORS SURETY AGENCY: Address Phone No. Bond No. Exp. DmteN!_�__ (7) SUB-CONTRACTORSs 1n4Prt: Street, Sewer or Street Light. i /"/,t G 'L ,co,* �C i 6[41 r vor • a Q h 7' t ,i ._._ 'rte....... 0 v Stevens,Thompson, Runyan SL Rtes. Inc. K CEiV�� Engineers/Planners OCT 5- 1.60 POR'rLAND. OREGON SEATTLE, WASHINGTON CITY OF TOGA%9-P-Z20-24 October 3, 1966 Honor-ble Mayer and City Council C'-. Tigard 11 .rd, Oregon Re: Sewer Extension for Rogers Machinery Co. Gentlemen: The sewer extension, on 72nd Avenue south of Bonita Road to serve Rogers Machinery Company has been completed in accordance with the plans and specifications, and we recommend that yoo accept the project. Work was completed on September 29 and agreed comple- tion date was October h. Enclosed herewith is our final estimate based on quantities measured by your Mr. 7humpson. The final contract amount is $3,688. 30. Of this, the am.iunt of $3, 319. 47 is due fur work done in September and $368. 83 becomes due 30 days after acceptance of the project. Ae also unclose two copies of the "as-built" drawing of the project. Very truly yaurs, STEVENS, THOMPSON, RUNYAN & RIES, INC. i By: Gilbert R. Meigs Senior Associate GRM:Ip Encl. cc - Coagi Contractors 4[P,v TO; OROS, S WLWAVNIS AV* •POST OPOICR SOX ORAOI PDAMAN0.OP.00N ,TSO& �179 f i t I I � I K1 • o n 1 i h j � I •• /1 1 1 i I I I I Stevens.Thompson.Runyan & Ries. Iric-. Engineers/Planners JPORTLAND. OREGON SEATTLE. WASHINGTON September 1, 1966 RECEIVED SEP -Z 1966 CITY OF TIGARD Mr. Fred Anderson Attorney at Law 8865 S. W. Center St. Tigard, Oregon Attention: Mr. Jim Mason Re: 72nd Avenue Sanitary Sewer Tigard, Oregon Dear Mr. Anderson: Transmitted herewith are five sets of Plans, Special Provisions, and Proposals for the S. W, 72nd Avenue Sanitary Sewer Line as submitted by the low bidder, Coast Construction Inc. As requested by the City of Tigard, would you prepare the required agreement between the City and Coast Construction Inc. When these agreements have been prepared and inserted into the above documents, would you forward four sets to Coast Construction Inc. for their signa- ture. Also they need these documents so they may obtain a perform- ance bond. Sincerely yours, STEVENS, THOMPSO N, RUNYAN L HIES, INC. By: Thomas 1.. Tye T LT:lp E.nrls. cc - City of Tigard - Coast Construction Inc. 111RL7 70. E60E R . 1,41-V.'AUnil AVt RDt•V/IiOt•OE Ott01 ►ORILAND OREGON E101`E •..—■(goal 804.0121 'F ROGERS MACHINERY � If they connect at west side of trunk line on that portion of line extension between Bonita and 72nd of per foot cost - $8.033311 per foot to be charged t 60% of connection fee is paid to Fought 6 Co. r le K •_ J .y ! OL lot � - I 4' .o f 4'9�'i WW mxam� RECEIVED Jvim 2 61966 CITY OF TIGARD i1{.-'f IC TC) CO-,4T_rlACToRa A ,.L, PAR 7 }�:""-)l''-'S ° T� r,c'1'ti nd 5;03 ' . . ,. ; ilwctlll.it� '.t•ulrlr J, ox 47.20 t Portland, !'rogon Z FOREWORD The documents and forms which ap icar h.rein, or for which provision is made, must be used in submitting propo%als to build sanitary sewers for the City of Tigyard, Oregon which is cover-id by the flans and specifications therefor. This part contains: (a) Notice to Contractors (b) Reference to Plans for Construction (See below) (c) Special Specifications (d) Proposal forins (e) Ty;,ic it forms for Agreement and Perfornionce ;'u,id Detailed pl:i>>s for 0iis Project are +iho•,n on the drawittgs which bear the general title.. '1'1C A.f1n, ORr GON �. V. 72nrl AVENUE and a file number and siuhtitl,• as follows: File Sheet Tlu. subtitle 63-P-2LO-2.1- iZOOA Plan a,ul Profile 63-P-220-21- ::?O1 2 Typic;_il Details MAMLINIAM t . NOTICE TO CONI RACTORS S. W. 72nd AVENUE SANITARY SEWERS 'FIGARD, OREGON Sealed proposals %will be recoivud at they office of the City Recorder, Tigard, Oregon up to 7:30 o'clock P. M. on Monday, thc• 8th day of August, 1966 for constructic-n of ,sanitary sewers for the City of Tigard. Bidet will be accepted or rejected �\ ithin thirty (30) days aftvi, tl,c, rfate of opening. The approximate quantities involved are as follows: 140 lin. ft, of H- inch cast iron pipe 110 lin. ft, of 8-incl, conc•rc•te s(!\%,vr pile 40 lin, ft. of 8- 111e:h steel pipe 3 manholes The contra( t )rs f)r thi- Nor1% shall furnish labor, matorial, egcaip- ment, and ser%,icvi. of all kinds aid c ,ntplete the Aork in accordance. With the plans and spc:c•ificatiuns therefor, Plans and spocificatiuris t,ic,y he examined at the offic e of the City Recorder, or at the office of Stevens, '1'l•,umpsc11, linr.ytcn & Rigs, Inc. , 5505 S. I:. NIAwaukie, Portland, Oregun. Plans, Specifications, and Proposal fortes for usc, niky bc• oiitainrd by applicatiut t,) the Diginver accomn.in;t:d by a deposit of $10. (A) which Vill Ise rt,turnc'ci tc, th,,;t �thc submit bcma fide bids and return tl,e plans and sp, iftc ,tti„uy in good c:on- r!ition within ton (10) days .}flc•r the date \%hen bids art rc, civ,-ri ur who return all rl_,imriits within t,,n (10) dr,y,, atter r cc ivir t them; o0wrwise maid depc,eit \,sill not be refunds.-d. Contractors mast -equality as rcrltiirc•rl 1>,. tLe ]as-.-s of the Statt• ,if Oregon before the date of the I)id upet ing; t)tlwt- xi8c their propusal may not be given c onttid,•ration. 'The City rt•st,rvt•s thcz m.Lt to reject anv „r all bids;, %�ajvc- i ifor- tnatlities. or to act-opt any uid which appears to Rcrv,, the hast it,tcro-1s of the City. BY ORDER OF THE CITY COUNCIL. hImmie And rt••.t s City Recurder , SPECIA1,11P)IXIFICATIONS YOR ti SAINIT.,,LItY SE1.' F:R CONSTRUCTION SS-Ol GENERAL, The specifications in this section art- devoted to features of ori-the-site construction %%hich are particular to the Sanitary Sewers to be constructed for the City of Tigard, (begun. 'her-e sicl.l letne+it and amplify certain sections of Parts I, 11, 111, the Detailed flans ;:nd STA'�DARD TECHNICAL fiYECIPI- CATIONS FOR SEVV.i;R ti'e'r Itis irncludecl in Part IV. Specifications for con- � struction of sanitary seNvers for the City o+ Tigard, Oregon shall govern the work where applicable e::cept -cs modified in these special specifications. i SS-02 SPECIAL REOUI1IEMEN'rs FOR r.EPLACING PAVEMENTS A. Where hard surfacinf, is to t,v replaced over trenches, the top 4-inclics of backfill below the re,;-laxemem surfacing; sheep be coi11pacted 3/4"-0" crushed ruck on top of 10-int-1,vs of compacted 2"-0" cruslicd ruck or gravel base. •')n shoulder-o or road%v.ty where: gravel surfacing is to be replaced the top 4-inches of backfill shall be cotnpac:ted 3 '4"-0" crushed rock on top of 10-inches of corn,,actucl 1"-0" crushed ruck or gravel base. All pavement or ro;,.dway F1trf;,cinf; which is removed shall he replaced with new nvitcrials ;incl the finished re•s)reir shall be satisfactory to the engineer and the Owner. 'Micro ;,splialtic concrete pa%cmnnt or oil treated surfaces are removed they shall be replaced v.ith a coi»liacted thicicnr,ss of 2-inc•hcs of as- -ephzltic Concrete Class "I3" in �.ccc rdancwith (Iregon State Highway Specifi- cations for Asph,%.ltic C,uncrv'Lv. 'rhe rd„es of !lie surfacing; shall be triL,i;:.Cdt0,L uniform depth c)i L-irchos and all loose or broken pavement cauhed b,,, the sewer con.structton , ,e r tions sl„cll be removed prior to having. The exposed edges shall the ; I)(. tr(•;it(,cl witli i:) asphaltic material in order to obtain a bonded joint. An, paven„-,t ur roadwa, surfacing nut irntviediately over or adjacent to the tr,• ch, .vhic li ;s disturbed or daringed as the result of operations of the contr,-( for he , paired or ret laced by the contractor at his own e:cpe:ise ;,nd to the s;-;.,sf;,e.ti-i of thu engineer and the Owner. All costs for inate•rials, e: is, mcnt, and lahur required to carry unt the work outlined above• :,1,, ll be includ"ci in tice contract un.t prict, for "ratting r•:id replacing asphaltic concrete surfacin,,” , SS-0 . B. Where hard surfacing is to be replaced over trenches, 36-inches of sand backfill shall be placed under the 2"-0" crushed rock or gravel base. On shoulders or roadways where gravel surfacing; is to be replaced, 18-inches of sand backfill shall be placed under the Z"-O" crushed rock or gravel base. All costs for material, equipment, .And labor required to place the sand backfill shall be included in the contract unit price for Select Backfill. SS-03 SURPLUS AND UNSUITABLE MATERIAL DISPOSAL, It is anticipated that some material to be excavated will not be suitable for backfill and such material must be disposed of by the coretra,.tor. In all in- stances the decision as to the occurrence of unsuitable material rests with the engineer. a. Disposal Sites. The contractor will provide his own disposal sites and shall be ent.:tiod to any reimbursement that hr e:an secure by the sale of such material. b. Haul Roads. Roads and stre!c•ts to be; ust:!d by the contractor for the hauling of unsuitable excavation shall have: prior approval of the engineer. It is the intent of the above restriction to limit they number of disposal sites, In no instance will the filling of odd lots in scatter�cl suctions of the City be per- mitted. Immediately after hauling opi-rations have ceased over a street or road the surface must be cleaned of all debris and niud. All costs incurred by Ow Contractor for the cleaning of the roads and streets in connection with the hauling of unsuitable backfill material shall be included in the contract price. The cost of the removal of material, %hich is suitable for backfill, but cannot be returned to tho trench, shall bo absorbed in the contract price. SS-04 CONNEC PION TO EXISTING SEWERS Where connections to existing sewers is shown on the plans, payment for such connection will be included in the contract. price for Manholes under the appropriate item of the proposal to include all work and material required. 5a-05 HOUSE SERVICE: PIPE The quantity of house service pipe shown in the proposal shall be con- sidered as a basis for comparison of bids only. The actual quantity used could SS-02 vary considerably frorn that shown, depending on t1w d,isires of the various property owners. SS-o6 'FINIE OF COMPLETION AND LIQUIDATION DAMAGES The tim.: of comnletion for the construction of this project shall be stated by the contractor in the Proposal. The liquidation damages shall be as defined in Section GC 2. 8. 9 and shall be at a rate of V ifty Voll tri ($5(1. 0J) for each and every calendar day that the date, of final compl(,tion of the project is delayed. f SS-07 CAST IRON PIPE Where cast iron pipe is cail,:d for ill t"ie pl:.ns, the pipe shall con- form o ASA Specification A 21 . 2, A '1. 6. of A 21 8. "rhe pipe, slr;ll be Class 1 U witli ret.i i thi.•knes:, in a�.: .orel,tuC�• with :kSA A 21. 1 . Paymc lit for the pi c shall be by th- ling.- it foot, und.,r the appropriate iter on the proposal and shall include c:xcav:►tion and backfill. SS-u8 CONCRE'rE SEWER PIPE Where concrete sewer pipe iS c.sllod fur in the plans, the pipe shall conform to ASTM C- 14. Paymcrnt for the pipe shall bo by the lineal foot, under the appropriate item on the. proposal and s'lall include excavation and backtill. SS-i)9 STEEL PIECE Stet:l pipe for the ditch crossing; ehati be e -inch O. D. , 1 ) grauee, conforming to AWWA x:12, lin,:d and , o.iterl .%ith :rat tar and wi-appeal per AWVA C-203, Otto l,-ngffi of ;tipe sh.,11 be us,•d for the ditch crossing. with a Dresser coupling, style 62, used to ,:uniwc•t Vic: steel pipe to the cast iron pipe as shown on the plans. Payment f )r the pipe shall be by the lineal foot, under tile a.npropri.tte item on th,! nroposal, and shall in- clude, the dresser coupling c:ompleto ill plat SS- l U PIPE: SU PPOR'rs Two pipe supports its shuAll on til - plan ;1, •et Rh,. ' he supplied as com!ilete units in pl,af e. Puy111ent for th- sun•,ors.s will be made on a cubic yard basis for the supports under the approps mite itorr of thit proposal to include all work ana macrrials iia, ludin,; hold down straps complete. SS -13 Pn r'P-_)SAI. TO rURNIS'.l .'..I,L T.A13()R, T(JGLS, EQUIPMENT, AND SERVICI'S IZ '•;')1'IRED FOR T.'.?F. CONSTRIiCTION -)F S)AN1TARY SEWER FACILITIES C';Z 'i' t`; CIT-' OF '_'IG.ARD, A^ 1'll:; CC)M.PLE LP;� 5CgEDUI.,E C,-I: PRIC;FS VIII L INDICATE, .%LI TIS ACCOR_)ANCE N ITl-1 TLIE PLANS :V10 ;SIDWIFICATIONS T I':'RT7FC)R IVRICTT AR-. n1'I FILE AT THE OFFICE CITY RECORDER, TIC AJ"'ID, -)R C(!(.)N. Npine of Bidder Address "u the 10:101'able Maycr and City Council r:regon Gv 'tivrne,.: This rronosal is submitted as ilii oi','r by the undersigned to enter into c•o,itrnct with tile' City u, Ti�' ,ird, !'rp`un, hereinafter sometimes re- ivrred to its the or the urnislilag u. , it nvLterials, labur, tools, equ.l ment, mid Pervices ruquired for the constructioii of soweral;e improvv- ,c fur the City of 'i'igard .as sli,nvii by tlio3u certain flans and specifics- ' ic, ,;; AlliCh are on Cilu at the office of flip Cit,, Recorder, Tigard, Circgon, Mrd ul„ch aro :1 cu:uiition h.-ruo' %itli tliu sa;,,e force• and affect an thcntgh 6w.. wvre attached hcruto. "Tills over is ccnclitionud oil the following 1c c I,�rntions as to the acts, ir,tent1on3, .-nd undlc•rstandings of the under- si ,Acd i.iid th, agreement of the City of '1'ilfard to tho terms and prices I,,_'rcin submitted. ' . All of the specifications and the drawings which are listed therein have been e::amincd by the undersigned and their terms and con- ditions �Lre hereby accepted L. Said druwings n a' 1 e suhhlenietnted by additional drawings and slit-c•ificatiuns ill explanotio,, .,,d elaboration thereof and if they are not in c,,:0flic: witli those referred to in Paragraph 1 e they shall have t'.te sr rle force and effect as though thov were now attached hereto and, when issued, they shall be accepted as contract documents. Proposal - page 1 •yy, • 7 SCHEDULE OF PRICES Item `Total Unit Total for No. Des<:ription Unit _ Units Cast Item 1 . Furnishing and placing 8-inch Cast Iruai Plpo, including excavation and backfill lin, ft. 142 $ 'S.Oc. $ Furnishing 'and placing; 8-inch steel pipe (AWWA , C-202) complete in place lin. ft. 40 $_'J•GRc.I 3. Furnishing and placing 8-inch concrete sower pipe (ASTM ( 14) including g pp excavation and backfill lin. it. 110 $ 4. Class "B" Bedding; lin, ft, 250 5. Manholes Type A each 3 $,Jac) -- 6. Pipe supports complete cu. yd, I � �" $ 7• Cutting and replacing o asphaltic concrete surfacing lin, ft. 4 1 $ 8. Cutting and replacing gravel v surfacing lin. ft. 10 1 $ $�1 4 9. Select backfill cu. yd. 3o $^ 1 i1, Tasting of 8-inch pipe lin, ft. 2")4 l 1 . 4-inch concrete pipe house servicos, including excava- tion . na backfill, conihl-te pz with fitting and plugs 1111, ft. 35 $ "TO'T'AL 1310 PRICE (Subject to correction if extension or Addition is in error) $ Proposal - Page. 3 .. 9. In naming the above price it is understood that it includes all items of material ajid work required to coniolete the contract in accord- rnce with the plans and specifications. If on', material, item, or service required by One plans and spccifications 1-as ot been mentioned specifi- cally, the Panic shall be furnished and placed with the understanding that the full cost to the i'wner has been included iii the lump sum price bid. 10. The undersigned al roes that the "7'line of Completion" shall be as defined in the rpceilications and `urtlior, the undersigned agrees to corz- plete the worl: re,uircd within calendar daya after execution of the contract. Signature of 13,idOer: L. Authorized Agent Dated at This da', o� nf,b Propos;-i1 - pa6e 4 Y; , w w AGREEMENT* THIS AGREEMENT, made and entered into this day of. 19 , by and between _ (the official name, form of organization, and address of Contractor - if partnership, name of partners) hereinafter called the "Contractor" and (the official name, form of organi- hereinafter called the: "Owner". nation, and Address of Owner) WITNESSETH THAT: WHEREAS, Pursuant to the invitation of the Owner, extended through an officially published "Notice to Contractors' , the Contractor did in accord- ance therewith, on the day of , 19 _, file with the Owner a proposal containing an offer which was invited by said notice; and WHEREAS, the Owner has heretofore determit.ed that said offer was the lowest and best submitted: NOW, THEREFORE, IT IS AGREED: First: That the Contractor shall comply in every way with the re- quirements of those certain specifications entitled:_ (Official title of the specifications and a statement o1' the limits to which they apply) Sc,-ond: That in consideration of faithful compEance with the terms and conditions of this agreement the Owner sha!1 pay to the Contractor at the times and in the manner provided in said specifications the total sum of which sum is subject how- (the basic contract price both in words and figures) ever, to increase or decrease in such proportion as the quantities named in said proposal are so changed, all as in said specifications and proposal pro- vided. - -- ------ -- --- - -- -- --- - ---- ---- ---- ---- ---- ---- ---- --- - ---- ---------- 'eNote This form is subject to change by the attorney or other person author- ized to represent the Owner. Agreement - Page 1 Third: That the time of completion is _ (the number of days, the limiting date, or other provision which is consistent with the proposal) Fourth: That the contract documents which are hereby made a part of this agreement by actual attachment or by this reference thereto are as follows: 1. The "Notice to Contractors", being the invitation to submit a proposal; 2. The Specifications named above by title; 3, The Detailed Plans listed and described in said specifica- tions, together with those which may be issued as supplernents thereof, and 4. The Proposal of the Contractor which was submitted on 19 , the original or a conformed copy of which is hereto attached and marked "Exhibit A". IN WITNESS WHEREOF, said Contractor and said. Owner have caused this Agreement to be executed on the day and year first above written. Contractor By And Owner ''y - (Title) (Seal) And (Title) Agreement - Page 2 I PERFORMANCE BOND* KNOW ALL MEN BY THESE PRESENTS , That we, (the official name, form of organization, and address of the Contractor and, if partner- as Principal, and ship, name of partners) (the name and address of a corporation, duly authorized to do a general the surety) surety business in the State of as Surety, are jointly a-id sever"Lly held and bound unto in (the name and address of the Owner) the sum of (the basic contract price, broth in words and figures) for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assip,its, firmly by these presents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS , the Principal herein (name of the Contractor) on the day of 19 entered into a contract with the Obligee herein, which contract (the o cia name o owner -- consists of (list of the Contract Documents as named in the contract, including the contract itself) ---------------------------------- - ---- -------- ----------- ----- ------- *Note: This form is subject to the approval or change by the attorney or other person authorized to represent the Owner. Performance Bond - Page 1 all as hereto attached and made a part hereof, whereby said Principal under- takes to do all labor, furnish all plant and equipment, and furnish all material in accordance with all the terms and conditions set forth in said Contract Docu- ments; and promptly to make payment for all. la.bor, services, and material and pay sums due the State of for industrial accident insurance; and to save harmless the Obligee from any claims for damages or injury to property or persons arising by reason of said. work, as set out more fully in said Contract Documents; and to do and perform all things in said Contract Documents required, in the time and manner and us,der the terms and conditions therein set forth; and in conformity with all laws, state and national, applicable the r et o. NOW, THEREI- OPE, it sad Principal herein shall promptly pay all persons furnishing labor, services material or insurance to ;paid. Principal, or to his subcontractors, or to their assigns., on or about said work; and shall save harmless the Obligee, its officers and agents, from all claims therefor, or from any claim for damages or injury to property or persons arising }.y reason of said work; and. shall. in the time and manner., and under the terms and conditions prescribed, well. and faithfully do, perform, and furnish all matters and things as by them in said contract undettaken, and a,3 by law, state and national prescribed, then this obligation shall he void; but otherwise it shall. remain irs full force and effect. PROVIDED, HOWEVER, that this hand is eubj ct to the followi.ng further conditions: (a) All material men., anti all persons who :shall -supply such laborers, r.nechanic.� or subcontractors with material, .,ipplic::; or provisions for carrying on such work, shall have rect right of action against. the Principal and Surety on this bond, sec s only to the ight of the Obligee under this bond, which right of action shall be asserted in. proceedings instituted in the appro- priate court of the State of , and insolar as per:niti-c-J bv the laws of , such right of action Shall be asserted in a proceed- ing instituted in the name of the Obligee to the use and benefit of the person, firm or corporation instituting such action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corp- oration having a claim hereimder shall have the right to be made a party to such proceeding (but not later than six months after the complete performance of said contract and final settlement and judgment rendered thereon), (b) In no event shall the Surety be liable for a great�!r sum than the penalty of this bond, or subject to any suit, action, or proceedirg thereon that is instituted later than twelve (12) mont ir+ after the complete performance of said contract and final settlement thereof. Performance Bond - Page (c) Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereund-r or the specifica- tions accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in this day of 19 (SEAL) (SEAL) (SEA L) _ (SEA L) (Principal) Witnesses: (SEAL) (SEAL) (SEAL) (Surety) Countersigned: By Resident Agent Performance Bond - Page 3 (C) Commenced PAwing.. ——....................... ❑ / 1 1) Paving inspected....,. (3 a) Teat data filed........" ❑ b) Tintativel.y Arrisotod by City.... (3 (D) Parking lot tents4tively accepted by Ci.tY....„ ❑ 1 Z _ VI. SIGN: (A) Street name sign• . . ... . ❑ (B) Traffic signs installed....................... ❑ VII. SIDEWALK% (A) Commenced instal.lation.. ,.,................... ❑ LL» (B) Completed installation... ❑ (C) Inspected..... ., ............ .... ... . ❑ (D) Tentatively a"—tod by City.................. ❑ VIII. STREETLIGHTINGs (A) Commenced installation.............. I......... ❑ / (B) Completed installation......................... ❑ (C) inspPeted. ........ ................. O (D) Tentatively accepted by City.. .. ..I..... .. ❑ 1) AuthoriTation letter to Energise filed IX. LANDSCAPE: (A) Commenced instsollation. ..... .... .... C) / r (B) Completed installation p (C) Inspected..........— . ... .,.,,..............I— d (D) Tentatively accepted by City...,,.... .... ...... p X. GENERAL AREA DRAINAGEF (A) Building rain drains inspected....... ......... ❑ (B) Culverts inspected. ,. ....... ................... ❑ / (C) Drainage ditches in"pected.................... ❑ (D) Tentatively accepted by City, .... ............. ❑ ____L,_ NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OFs 1) Approved Plan Revisions 2) AFdroved Specification Variance" 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos 5) Daily Inspection Sheets CITY OF TIGARD, OREGON CONSTRUCTION/tNSPECTION (P,W_) PROCEDURE CHECX LIST NOTE: UTILIZE ONLY clearly mark Ad APPROVED PLANS, plan revisions, change orders, specifications, etc.: I . SANITARY SEWERi (A) Commenced inntal'�fir`n O / (B) Completed installation. ... ............I........ 1.) As-built field notes filed.,.......,, p a) Cn;•5• ar•r t to engineer. , . . ....... 1) As-built field notes received... ...,. p a) Filed in project folder..,.. ,,, p (C) Inspected and Tested_. p .l) Test nomonogrsphe filed. ,, O (D) Tentatively accepted by City.. ,..,..,.. p I1 . STORM SEWER: (A) Commenced installation.., -, . . ,., . . , ,,...... . 13 (B) Completed installation... _ , O 1) As-built field notes filed,......... . Q (C) Inspected._,. ,. . . . . (D) Tentatively accented by City.............. ,, 13 III. CURB: (A) Commenced installmtion..............., ... . p 1) Bench Mnrks Pr-t.,........ ........ .. O 7) Bench Mnrk locations filed............ O (B) Completed installation.. .... .... .......I..... O (C) Inspected..,.,., ,, ,, ,, , ,. / (D) Tentatively acc-rted by Cjty.............. ...1 13 IV. STREET (A) _omme.nced Grading.. , ...., 1) Sub-grade insrected.. . .. ............. 13 e) Test data filed,. ..,. O b) Tentatively accepted by City. p _/ (B) Commenced rocking.... . O i / 1) Sub-beep inspected.. ........ (J a) 'lest date filed... . . . . , 0 b) Tentatively accepted by City. p (C) Commenced Paving .. . . .. , ,,, .. .. ........ .. . O 1) Paving inspected. ,, ,.., p / a) Test data filed, ,...,..,,, o bJ Tentatively accepted by City. O (D) Street tentatively accepted by City,,..,.,,,, (3 V PARKING LOT: (A) Commenced grading.... O 1) Sub-grade inspected. . . .. ...... ,,. . .. .. O / a) Test data filed.. ,.,..,,, . , O b) Tentatively accepted by City. O (B) Commenced Rocking.... ., , O i / 1) Sub-bene inspe^ted................... O / a) Test date filed............. O b) Tentatively accepted by City. O i CITY OF Tlt3APD, ORWON ,F,VFP FXTF;N1320N PFOJE'sCT (P,W. ) Procedure '.-heck List 7. FILE PNi,rIATFU e • . • . e • e e . . . . . . . . [,I (1.) �,upplemuntary sheets attached . e . . . . . . . . ['_) II �iUSM:ISSION OF PROPOSED SM, ?.R ZVENSIONB (1) Pondinq city Council action . . . . . . . . . . . [) (2) Approved tentatively by City Council ,I?BMISi1ON Oe !PRELIMINARY CONSUT1r.TION (1) Plan c:hn(^.k commenced e . . e e e e a . . • [� _l , (a) Revisions required - returned to devrlopor (j (b) Stamped, aprrov"d fe)r construction . . . . . p (2) Utility company playas received . . . . . . . . . O (3) Served parcel, legal description received(EX."A"°) �`. RUC UTION OF PROJF•CT [TOf.'UMEWS (l) Cont.raet nncamonts brawn (a) sewer taxtansion Cont rert. Agreermont Signed (b) (>" nt,rnctor, bonded & Licensed with U,s.A. (2) Ea.sementqbt i d 6 retarded . . . . . . 0 (3) Fess and 1MUpaid e e e RN�_ (4) Permits & License& acquired . . . . . . . (a) Aprroved construction plan il-,sued V, c'OMMSNC."ENT hF (Y)NSTR11(_"1'2r9N . . e No,t_e in%pect.ion sheets and construction Z spect.ion check list ,ittached) for prcgrerss, n VI. FINAL INSPECTION OF cotrsmuc,rim . • e . . . . . . . . (1) Pending correction of deficiencies . . . . . . . v 12) Not acceptable„ construction defic{nnt . . . . 13 (31 r"11 construction items acceptable . . . . . . . . V11 fXFCUTION OF FINAL PRO,PEr_"r DOCUMP..NTSu (1) Maintenance band Signed . . • . . . . . . . . (2) As-.Built drawing received . . • . . . . . . . . O (3) Final report to Council isqued . . . . . . . C] MAINTXN MC E BOND WrPiR SS-4 • roc extension of sanitary seawer service to parre.La outside, r:ity boundaries. �l -•, Orr ..�. - x uj + r bp a �_ � ..... . y- Cir•,. I S-p cf) loom +- I P 1 IDE'. SFE D r- 'rA 1 __ _ N A `f E �--�---- - -- x` PLAN C I J ., E 14-1 21 .� ..l DRE 5 E ► `' `.,T E EL -4 --- POUR 2 -" X 4" P r !'F S U f'PO F?T 14 0 P- C ASS 1 .50 8 /0 G u I 1 O C,`x F' 14 - - �__ AGA 1 � J N5 "r UN p t 5 T U R f3 E p FART UNLESS COMPACTED FILL 15 1 REQUIRED B YT h E ENG 1 N E E F? X Z GAL1 , STRAP1ti �/2X6 ( ALY. BDLTS WITH NUTS !-- O 150 7 1570 ° o zap ________ .:� �� b DITCH CROSSING DETAIL 2 ¢ i r � e I 130 .. ._ __.�._ � 3 � TIGARD oREGONREVISED ASCONSTRUCTED PRoF � L. � ._.. _. _ SANITARY S f C' H 0 R I SEWER EXTENSION FOR 5 CA LE SeW972ND AVENUE�,,; Io • v� I� TROPERS MACHINERY CO . � _• _ ST Stevens, Tllonlpsoin, Ru nyan �i Ries, Inc.-)C�E*F%'�' 11()C;F•f :C N E R R Engineers/I'l nn >r a F s F- �•-' PORTLAND. OREGON SEATTLE. WASHINGTON JUNE 1966 63 -P• 2'7c� --2�- - r2aa-A SHANNON s CO. — — wr 4;; � R � _,,. ,.y. ., 7► ,* Ani-1..-,_,.r,• ..►T' .c�,;_. riA�n� _"+.oa�w.... •,r+. a .. 11I1II11l � � � �� i �' � 1 i i _�• t �' �1 �,� 1 t 11 ��11 ��t +1 i I � I .. 1 .• I ' �. I ' I I , 1 II �` 1 III III 1p'll Illllllll � l � l � I � IIIII � I � III � 1 � � II �� II1i1 , 111 1 � 1 ' 1 � fll) II111 _- zw,,i, a .• NOTE : I " THIS MICROFILMED =_ � I - 2 --- 3 4 5 6 7 6 9 0 11 12 DRAWING IS LESS CLEAR THAN . S NOT IC&IT IS DUEr- TO 'A-QUALITY OF THE ORIGINAL DRAWING. _.�- -- - - -- ----- --- - - - - - ----- ------- — ,,•��''''� . OttE 6Z 8Z Lt 9t SZ tiZ EZ ZZ $ OZ 6 t B I L I 91 S I 1i I E I Z I 11 01 6 9 S 9 S ti - E Z I '"'i'" .:•"'" � ��lIUI11�1111�1111�11Il�llll�llll�lltl�ll )Il�lllf�fif�fflt�lill�ItHll�lf�tit111 1 � � JULY 6 1992 'its, 1�1I�t1ft�Iffl�l�tH1�111111t_IIIIIIIMII��M� III�I �III�Ikl1�'N11�tMt�Itllltltl�ttl�llil�llll{Il�t Il1u111111111111111�11111 tll�I�t�llli - - +1�+.�eso-�-- •fir,„ .R Rrnae�sm��nx�,rys�t. �<�ti �rr;�•n ;:. ,. ., .. , I I i 5.W. YARNS 57REET I .UG 1�/Jp Ilj..i I � I • I 0 i to I 'A I FARMERS AARMEJ;.5 FARrr,Sk,5 A .� 1 0 WERS ' awo I 0 levs I•WI i � � !400 PR,E L)EL ! !! • /�ay�k'�5 2 r w. fouiom-ew r co. C d 1,035.!3) a 60% Ao FAreMER5 : X4,22!.08 ~ •/•0% fo GEORGA PACIFIC :$2,8j4,05 I !'�Ju IJI :;CALE I" = 200' I I vV0 rHT, /O.SN?N M, r &w. ,67V 7' CO. 6,225.78) r.0 fo so F-AR/J/ERS : 113,736.47 407,—fo GEORGA PACIFIC _ 52,490.31 — — 11 I I � • I I I !tor I I SFCRi�rIA-PAC1Fl C I I I II 6 � I I I p � I 12 7 ti r,00 F FOUGHT J• r,C \<Fp �, +e �T i A,VDERSON 101 A NDFR5.0N, G. t s 48(..16) 1 i I 401 O ANDERSON G. ( 14z,�o 30C 200 NEL SON TED 700 � ( IG25.93)� 201 .d Soo 301 `-t s• D'CK/NSO/J I (f229r .97) —. — — ._ 400 I Q FOUL Hr,.1 70/ Ld ! DUMC/IVCD 57A. '` _--— Ir I LL 0 861101A ROAD _ —_. 400 e01 ` Iao1r—oo 2000 � _ -_ / 2800�_�_-- -------_.r. --- --- --, SIERRA OM-22 1 GEN. CNpIN I F,3) / ftEGr. I (f 549.K9) 1 ! I � ('�8B7. tis) I -. .� /•70GtrRS, Bs7B I II (1106r.9uj d 305. 15 ) 9o0 — I / Fouawr CDNT. -- -- Cour. 70 C Rs�rRe 144. �Ir24.14 WA of, J 1945.X2 . i 1 I II On ut, �, I - -- z7 0 u O O ORG, r7-e. 220c, — t4es.00 -Pk.oa•.c.... 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