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PINEBROOK-BONITA SEWER SANITARY SEWER ��;,K "yew '" ;r,{ «ow". 1 •.w.:a:.}+yr4•, _.... .. .. . �� x�^,�, , .. - - _. ' J J O o ti a �. 10 I A N 4 ),! 119 r (\j i r >1 } 4- 1 ! W T L. 401 TAY LQ T 600 I LU 1 -wa 0 1116 N -- `��- TA}4 LOT 1500 TAX t._OT 1 G OO }. ► p % t 2 B 1 , 700 T l_. 504 "CU I_ ER Y TS i I , 0 I tz , 1-- i l Imo . TAX LOT I SOU 1 J1 1 to r�? > Z `.: I I IA �� A I' d � � � ' ° I r ' �� T L. X300 i t / . + -- 1 �.-C 4,�I tyG - ST 5.w, d O tom. 1 - T %%PiQF_13200I< TE2r,-,_AC . r I _ EXI o o ;. P1IVE'5Czoc )K/ ' 1 130 CA Q F-P, - 1O"AC-CL, 1500-� CIA 51 W G -I 5f IGS• T, AS)PHL,LT L DIPPED STEEL_ F so Q I ' 1 _ ! tQOTE U LESS 51-1OVv' , UTNc 2Vlt 5C_ , ALL- M--1 C_0' trI7 co AQE. WA'TEC2,"C'1G,.4T' vyl00 i I d'I Q. � !=2�=••.'t;F.... t.::l�t i..' U = T•��'P�O 'FO l?_ '!2` :�r•.1. G�t C'�. S L-L �I--1 E E.T' '� FO t�, C H Ir G t�, � � i t :�. Lu ' O l/'A i..w'[w. 1 til�-'"� i`„�_��.'.�`• . n tom;, � I I ff j • i j d � p j J7 ! ! � I { I o0 1 00 flp S ` N F 1 coo h Q 119 00 ° i i 1 4- D 0to , l 10 ISO O4 5=0.0 \ l� 1 \QX-,1151210 0 ,LE. 153,251W I.E. I5?,fo00c)T\\LE iSlfo3ltJ �- I E. 153. 15 OUT t I,E•151.5.') OUT O'024 �'l ^�\ �' I In a1.gc) 1 ti ,.E. ►a9 ,89 oar ►p.. 1I 140 _.__.___. _. .. -_-, _ . ..-_-- _ -.___-_ . ____ ______ _�. ________-___� .r _ --__-. , •--_ 10' 5 O. o 0 4. .. _.__ .._._ _.. .. _ - _...__-- - ___-- 140 \I.L.I,E 145,c), 1 N . M 1 E, 145, F3', 5 00 1 I,E, t4W)5 IN / tV 14c R5 OUT 1.E. 140.9E 1N ra'Dbl I I 136 03 OUT Cc7f�� 1•E. 1bOI3Z.46 1N 1p� Sap.b 6 I ! 1.E .'SO 1%Q 1•V_. 1'32,'b OUT zo OUT �EREp PROFF 5 I v�S �Np1N�E��1• / I COPY COPY ' 4 A3 _ 13VOLr 0 Z 4 G 8 10 I 14 1 rc Zo P2 24- DESIGNED 4 - -- - DESIGNED -_ c'. Q '.•' CITY Off' TIGARD, OREGON PI NEBROOK BONITA INTERCEPTOR SHEET APPROVED / t )Il �l�IOI Hll �)<11 IZ�p' Ul[ �z-w-6e tz4.v►SEta �. �l� 1 L T JW DRAWN �,W SCALE VP,k'7 I"110 `DATE Z-5-'67 .rl�l/1(Nrl1/f QI?►tF r.ti _ _ _ _ _ 3 _.. - - -- - SANITARY SEWER SYSTEM PLAN a PROFILE IZ E!'j �I� (..1W'( �I-T J r C=1NER CI-�•C�`��11�1L�T ,W —__ _-__--- PORTLAND. OREGON SEATTLE, WASHINGTON DATE NO. R E V I S 1 O N - BY CHECKED G 1z.NS. FILE �0 3 - ' �' t,7" " 1 •'7 1 I r'EPt BONTTA SEWED I 1 I ( 1 _ and I ! 111 1 1' lil ) l 1 1 111 1�T 1�1 ►) 111 111 111 n I�1 1�i 111 1�1 111 111 111 111 111 111 111 111 X11 11 111 111 111111 111 111 1 1 �, I I I I I ( 1 1 I I I 1 1 ) I I I I I I I I 1 NOTE: IF THIS MICROFILM 0�� DRAWING IS LESS CLEAR THAN THIS NOT -1� ' I5 DUE- TU QIIAt TY OF THE ORIGINAL t _--_--1 '""' OE dZ Bt [� •t != 1►: _ �� I= 02 of •1 LI 91 1 bl 01 a1 11 01 • • L y'a � g I.w.r. Jam. ' ---------------- JULY rM1�n11uullullunluu�IN�111�1+� I�alunlnull JULY 2 '.. i c 1 Q, EAS�.ML•tJT 6u f tj w I GATE W10TN �/�(00 I ( w + ) / ly Ile I /ti X11 c4 ' - LP �"` Q7 3?f ?��. �r ! M 1 EXTt2UDED r IQ LLL 3� . _ rt/ rt.�. . 100 N/rn ( + __ __ ' ..--- I .QLUMIAI, �---_ �O-8 I G•R11`10 -- • VE R 1'r ru .,-�,A►.t 'T t O►-a C V L.Gr, ti �"� �._ — F►.U S1-t �q � 12"SP1CrOT FRAME ) IRON /� I+•I .. - - __�_____ t n - _ -- - �- _ •+- _ #+ 600y, GRASS TRIM r f �' I ` AL.FL t - - � • . I EL. IZ9•Z2 i F L,e.P ✓A V C_ --- s f Ll F 1 �� -_____._ __ _ - - -+ a O O I /I" -, \ u PIPE 0l a, f 'L 57-At- V"'AL.L. W/ s 1 l Pb. WALL 1S Z2M I �1'-`,1�4t' -�N 0 j f. 41 i �/ tx EMML-ML- r-01, GROUT �+- A`-�T M C-Z Co P1 P� _� '� • n I i 10" 1,c. 130.71 5c a,v-e. 1/2 s�2 E- W'E12 P�A�" DE_T' SLIUE CATS DET, FAI ST 8" TkY LOT zoo I T L- . 101 ' T L. "700 1 �°` ` ExIsTlracT tot' O I a f �1 L MUST Btr 1%>=PT I� �Ol�l1TA �ZQ�D r IF N E G E S`�A SZ,-Y, AT . toa AIVUI 1O ' i ' - l E.i s2 t.E• IZ'37♦ I4 5' WEIR GATE / \9 MJC1 - - • I,C.tz7,e SLIDE GAT>;5 T.L. -♦----- ---------- _ _ $O N 1 TGA ZA A iJ -- (� L_ O T C=am t-._A t�l SL 10 E GAT E - - -�-- - - -----_ - - PUMP! hJ CT �.tT�,T 1 O ri c 6 E, 12 5- 1 G i �j.W. 160 N 1 TA R04,D "T'lY /emi Ci ' f by . >> ' ENTC� ANCE t�-1 EXlT' tA4 Dt i 51 1J b-i O t`t 5E E V)r_- I L_ U E" �O IGO PAY tTE_M �5 kMCL-UOES TWO PIPES 3 MOTE_' UNL-E°�;� St-tOv�!t.S OTWEIZWtS` AI-_ M-•1 C VE. � At�E.. O, _f MEASUREMF_t�IT FbR PAYMEt�C`f' $ASI;D ON �`1-jt S QIST�4lVCE. I i ± WA..r_1=;tTI ':_r 't" V�'f P2A.ML ',ORI L_LE-U T4,PPa 0 >=01� Z o� t.3�1'!" PQ10E.. FO2 tTEM �S +� i I t i 'rte G, f. P; PE., SEF_ S'.-�F_CT' FOCI C 1a � : ;•C. `/ls 1. v C �/ + In f I �i,l i 5 ,._- _- ----_ -- _ ;! - _ .. __; iQ ►50 140 a ---- v - DL N- ----.___-_ m' ----;, _. 0- 140 Cf F, I I { NI v t9 2-B C•t. PIF�E SiCL X50, } Z N d'� 0 SIDS-6Y-S►L7E { �' ti tP G, > I I L6 0 I ) I N i + �� P-L- t'b4� I i ►�i Z N � ►; N + LP W N - __-__ -_-- _-_ ----- _ _ --. { CO -� I.E. tZR.O .�` -/ / 1.E. 126�} 1•E. 1ZCe.41 ZO -- 1,V� 120.0 •� ( L,* PU M PI tJC? S74,no ,1 t29.40OUT LE, 128.x? IN 10'' I ( �� Ud CTW WATER ti2C6,0 i2 S =O.On?4 f LOW Warr' I22 .0 �1.1=. 1Z6 G1 OUT' � � 12 5-0.002.4 12 1•E.125,51 tIJ I,E125,35 OUT i E _.. _._.v____ _ _ _ ` -- t _-{ Ic I.E. 1Z'5.25 1t0 __ ___ __ _ ____ _� _.-___- _--______ __ 10 o + ---�_ _------.. . . _ __... - - - _ .____._— ____.____r._ 124,A� '-"j. .I•E,12J.t3g � �~' I _ .�.. � .... t.E• 12'�,'SC�' �Z c.l. 25+-10 +25 { 50 -h"t5 26+VO i I cd 110 4 �. 28 �0 32 54 9� ?�� ORtaGN I , '�► `3'a/�� J DESIGNED CT•lid_M�-- APPROVED -° . r•' .. y CITY 0 F T 1 G A R D OREGON E Q 0 N SHEET _ �e4 7� �tP�'�'n Imo• '��l U Il l )t�Otl. l�u n an �,� �t;>��I• �.�r• P I N E B R 0 0 K — B 0 N I T A INTERCEPTOR R M-10-CAS f?Eyl9tD A� %U11.T �/ .!hl . DRAWN J.W. • 10 ATE -S `7 f':�tgi►t N� rs/Plan tit vs SCALE E R.�r. I D ~14- _ _ �^ SANITARY SEWER SYSTEM PLAN a PROFILE It 9-14 67 G1-�A!•1�,E.D UTA. TO 1_Z" Z84-TO-4- TO P•Cj, rt�M PORTLAND. OREGON SEATTLE, WASHINGTON DATE - NO. - M - R E V I S 1 O N BY CHECKED G Je, VI FILE -(� 2 2O - "'j 1 • '7 1 1 11 PIN:r bRlj0E-hula l'!A 0AWER ___- ____ .,-.----- ----. __._ __ ___ __.._-.___ _.__.---.--_._______________.--- _ -• __r._. _ —__. _. --------. ._r--------______------------__---- _.__._---- .. - ---. .._ _ _ _ ____ ___------- ___--_ r_- _ __ -__ -- _-__._._ --- -_-- ------..--_--_---_—___ ______. -. _.______ ___ _________-____-_______.__. .NNO�+ A CAMS+Nv •• ••----^ -^._ ----__.__—.—_. .- 2 OF 5 oil 1 hl ill'` 111`,,'�III MIN IIItII�IL' 111-IIIIIr1 (II1II�rIIIIII'I�I'I�1'IIIIIIIIIIIIIIIIIIIIII A D ill`'jII111II1I�11iIlj'�1'ij�ll f 1 t 4 5 a 7 8 A 10 11 NOTE: IF THIS M ICIIDF I LMED DRAWING IS LESS CLEAR THAN - ' THIS NOT ICWTT IS DUE TO QMLITY OF THE ORIGINAL 'w, RAwiNG• OE 6T, Or to 1Z 9Z IrZ Ca Z11t Is OZ 11 •1 Ll 91 so `1 cl of 11 01 1 1 L 9 M• 9 ~• � �• �!��IIIIIII�IIIIttHIlluaN�I111fI1M�NiIIt' r III _ M ., Itahllllnllluull - - IIIHIItIlI1N1I11N f .. tJUICY 2199 .. Tr.•-- _._ .. �r�;+ i1'�`ft=, 'T •-mP,. +Qt 'F"',,•�,. T.'ty Gid. .: I�,•p' v s ME t�. 73-71 i t 1 cn 90 Z. r m ] .5 U OREGON STATE BOARD OF HEALTH *71-v Request For Installment Payments For Construction,Materials and Work Performed Sewage Treatment Plants I i Payee: - - --- ---- - ---- Date: i Address: _ _—_-. - --- ------ -- - --- -- Project No.! WPC-ORE- --__- -__ Payment Request No. Fstmiated Value of Construction and Materials $ Accrued Engineering Costs $ Legal and Administrative Costs $___-__._ Total Costs in Which the State of Oregon s Requested to Participate $_ State of Oregon Grant Authorization $- 1.ess -Less Prior Payments $ Balance Due $ Net Amount Claimed $ I, hereby certify that I have knowledge of this claim, that Said rlaim is true and correct; that the amount specified is due from the State of Oregon as stated and that no part thereof has been heretofore paid. APPROVED FOR PAYMENT: Signature 0.i1,, fio and 0 Health Title Submit original and three copies to the Oregon State Board of Health PHF I a,r.,�•r rw..s.....-x.- ...'-fill s'�,. .. ....r. w,w�r.rrn•^.r�.�..•�,..,•,. -.. � syr• ro .h,- +•,--. iii;. ,:•t.Z:�Y...'A� - OREGON STATE BOARD OF HEALTH Request For Installment Payntents For Construction,Materials and Wait Perfoilrned Sewage Treatment Plants Payee: _- -- _----_ --- _-- — Date: _ Address: - Project No.: WPC-ORE- _._- Payment Request No. Estimated Value of Construction and Materials s;1 �j Accrued Engineer ing Costs 3 I a�v 3 J Legal and Administrative Costs ; 3 b. q Total Costs in Which the Sate -)f Oregon is Requested to Participete = (� /, g-Y,7. State of Oregon 47•4nt Authorization Less Prior Payments $ .__� (� X U Y Balance Due 9 _ _ Net Amount Claimed $ hereby certify that I have knowledge of this claim, that said claim is true and correct; that the amount specified is due from the State of Oregon as stated and that no part thereof has been heretofore paid. APPROVED FOR PAYMENT: Signa urs Oregon State Board of Health Title fuhrnit original and throo ropiwe to 1110 Orpen!tate Heard of HeeMh P14F-1 /'� �t� Kier 1 ..- - � •:+ ..,� r7.r._aL.:a�l I-: �J f r J ,� 4� �; .�:. < l� . . , ,' � � __ l ✓' Gv , r � - / "� ol /Oz P. J4 A q YA /4 3 6. 0 Wool TI to 7'0 to c 76 k f,57 q7 el 't q i �rr IPG "7 r' 10 /�.r y 1�; ri/•-l� ..�r�3 j Sr/ it9 .._.� 40„i TOTAL, QUALIFIED EXPENDITURES : - December 1, 1969 CONSTRUCTION: Contractor Lord Bros . Constr. #1 7/68 $ 37, 748.70 Final 8/68 9, 583.65 10% retainer 9/68 5, 259.15 Cornell Mfg. 10/69 2, 358.00 David Fry Co. 10/69 316.00 $ 55, 265.50 TECHNICAL SERVICES: Planning Dept. of HUD 5/68 $ 274.50 Engineering Stevens, Thompson & 6/9/67 $ 322 .00 Runyan 7/11/67 517.28 8/9/67 1, 136.91 9/11/67 185 .82 10907 832 .37 11/10/67 102 .10 4/1.0/68 153.00 5/8/58 203.00 603168 26.50 7/12/68 634.76 8/9/68 219.60 9/10/68 101.80 12/10/68 73.20 1/9/69 165.88 7/14, 59 25.00 9/5/69 76.20 $ 4, 775.42 Mileage Fat Ga mroth July $ 33.12 Aug. 3.84 Keith Thompson July 5.76 Aug. 2 .48 $ 45.20 Pit Inspection June(58 lira . $ 185.60 Ca $3.20) July (131 lira . A $3.433) 449.72 � Aug. (16 lira . r� $3.433) 54.93 $ 690 .25 i Total Mileage & Inspection $ 735.45 $ 5,785.37 LEGAL: F. A. Anderson 10/ 2/67 $ 12. 00 of 5/ 3/68 6. 00 Is 8/30/68 40. 05 Pioneer Title Ins. 302.00 $ 350.05 ADMINISTRATIVE COSTS: Publications _ Daily Journal Comm. 7/11 & 24/67 $ 36.45 to It 9/27 & 10/2/67 36.45 to If 4/ 1 & 8/68 36. 00 Tigard Times 7/20/67 19.80 It of 4/18/68 27.90 10/67 20. 24 $ 176. 34 $ 61, 587.76 Page 2 - Total Qualified Expenditures - 12/1/69 DEPARTMENT OF ULU l 196; r ENVIRONMENTAL QUALITY CITY OF TIGARD STATE OFFICE BUILDING • 1400 S.W. 5th AVENUE • PORTLAND, OREGON • 97201 TOM McCALL November 26, 1969 GOVERNOR KENNETH H. SPIES Direct r ENVIRONMENTAL QUALITY COMMISSION S. A. MCPHILLIPS Chairman,McMiniwille cDW.ARD C. HARMS, JR. Springfield HERMAN P. URGEN Nehilern Miss Doris Hartlg elem STORRS S. WATERMAN City Recorder Portland City of Tigard GEORGE A McMATH 12420 S. W. Main Street Re: S - Tigard Portland Tigard, Oregon 97223 WPC-Ore-236 Dear Miss Hartig: Pursuant to your telephone request, we are enclosing forms for your use in requesting final payment of the State of Oregon's share of the cost of the city's sewage treatment works project. Please submit four copies of the payment request. The State's participation will be based upon the final eligible portion of the project cost as determined by the Federal Water Pollution Control Administration following the final ins- pection. Very truly yours, Uale Nunamaker Supervising Engineer Construction Grants ADN:l,jb Enclosures DEG I Mailing Address: P O. Box 731, Portland, Oregon 07707- tolanhona: (503)7762161 :� _ ,. ,:,, 11 i �. I � i . _ � ,i � .� � � r, 7 ::, ,.; I;, 7 >; ti 7 i r,., ,, . 7 . -� �� 4 :1 �' � 7 . 1 -� , �i I� �1 i t �. � I I t x,, UNI i ED STATES DEPARTMENT OF THE INTER.'OR �. FEDERAL WATER POLLUTION CONTROL ADMINISTRATION, NORTHWEST REGION ic/� Nps 119��clrr Q SS: IN REPLYING ADDREOr TI REGIONA /OFFICE G ROOM IT TOCK BLOCK November 21, 1969 ARD FOR(LAND,OREGON 97215 Re: WPC-ORE-236 City of Tigard Honorable E. G. Kyle Mayor, City of Tigard City Hall 12420 S. W. Main Street Tigard, Oragon 97223 Dear Mayor Kyle: A final inspection was completed on November 20, 1969 of the Sewage Treatment Works Construction nroje,:t indicated above. Enclosed you will find the original and four ecpies of the "Project Progress Report and Payment Request" for your review and certification. If you agree with this report, please complete the "Certification by Applicant" section, keep one ropy for your files, and return the original and three copies to this office. Upon receipt of the requested form a payment of $4,873.00 will be pioc.essed promptly. Sincerely yours G. `tF. iep Regional Cors uction Grants Program Director Enclosure cc: State 4��N•�Frti Z UNITED STATES m rn DEPARTMENT OF THE INTERIOR FEDERAL WATER POLLUTION CONTROL ADMINISTRATION, NORTHWEST REGION wFF -a•DONE.., � yM ( 0� wE CON.� OFFCS • �" IJ 4J wOOM. i NiT tOGK N10: AOALAND OREGON .,,�� November 17, 1969 Re: WPC-ORE-236 City of Tigard Honorable E. G. Kyle Mayor, City of Tigard 12420 S. W. Main Street Tigard, Oregon 97223 Dear Mayor Kyle : This will confirm a telephone conversation between Mr. Norman Sievertson of this office and Mr. Keith Thompson of the city of Tigard on November 1.4. Mr. Sievertson will visit Tigard at 1 :30 p.m. on Thursday, November 20, to make a final inspection of your sewage treatment facilities project. Sincerely yours, Riepe Regional Construction Grants Program Director cc: Stevens , Thompson & Runyan, Inc. DEQ, Portland, Oregon NORTHWEST REGION FWPCA - CONSTRUCTION GRANTS Applicant's Payment Request (Payments may be requested at 25% intervals of completion) (Complete all items and attach requested documents) 1. Project Name WPC No. �. Payment No. Date , 3. Cost of Work Covered by Contracts: * Change Orders Contract Total Addition Current Cont°r Amount or Deduction Contract Amount 1. 2 3. _ 4. Total Constri,,tiotA Contracts $ t 4. Estimated Value of Work in Place: 7 ** Latest Construction Estimate: EstimaLe � Estimated w" Cont�ox � Value of Work Number Complete in Place 2. l 3. 4. Total Construction Completed s . A * Show approved Change Order amount. ** Attach copy of latest estimate for each contract, I Careful completion of this form will expedite p your payment processing, ' (Revised 7/l/67) �, .� ••,.a. .. ,.a�r- .. , w �r r Total Brought Forward $ S. Equipment and materials purchased outside construction contract 6. Technical Services (Engineering) : Preliminary Report $ Plans and Specifications Supervision Total Engineering Costs $ 7. Legal and Fiscal Costs (itemize) : 1 9 Y Total Legol $ B. Administrative Costs (itemize) : Total Administrative $ TOTAL COSTS TO DATE TO BE COMPLETED AND SUBMITTED WITH FIRST "PAYMENT REQUEST" ONLY; 1. Payroll Information. List contractors and sub-contraA ors and check under each if item submitted. If not submitted, explain in "Remarks" . Additional pages should be used, if necessary. Contractor Contraccor Contractor A. * First three payrolls B. Statement of fringe benefits paid by i contractor where not paid to employee { C. ** Anti-kickback Affidavits D. ** Payroll Certification E. Labor Standards Certification (prime contractor only.) M " 2. *** Insurance and Bonds : A. Workmen's Compensation Ins. Cert. B. Public Liab, ity Ins. Cert. C. Property Damage Ins. Cert. D. Fire Insurance (if necessary) E. Performance and Payment Bond _ * Required from each contractor and sub-contractor. ** Items 1 C and D may be on the payroll . Affidavits and certificates for first three payrolls of each contractor and sub-contractor are required. i *** Insurance certificates need to be submitted only once unless one expires during life of contract. Remarks : s; February 1968 r FEDEPLAL I•)ATEF, PO1,LUTION CONTR%, AMMINISTRATION CONSTRUCTION GRANTS PROGRAM - NOR11MEST REGION LECAL, FISCAL AND ADZ-1INISTRATIVF COSTS Note : It is important that leg.�l , fiscal and administrative costs be itemized to separate eligible from non-eligible items. The following is a listing of some of these costs. Bond related costs should be separate from all. others. We suggest items 1, 2 and 3, and sub-lettcrs a, b, c, etc. , be kept separate by showing a dollar value for each. to aid in prorating costs sub,jcct to phases of con- struction partially eligible for P.L. 84-660 participation. ELIGIBLE - �- NOT ELIGIBLE — -- • for FWPCA participation for Fl4PCA participation-_—�- 1. Bond 'related costs, legal & fiscal : 1. Bond related costs; legal & fiscal : a. Bond counselor's opinion a. Election expenses b. Preparation of prospectus b. Ordinances and proceedings c. Printing of bonds relative to bonds d. Sh. pfng and registration of. e. Abstracting for bond sale bonds d. Interest or discounts e. Advertisement of sale f. Costs involving approval of regulatory agencies , 2. Legal costs : 2. Legal costs : , a. Title opinion to satisfy FW1'CA a. Ordinances preparation, requirements printing, publishing, etc. b. ('rant documents preparation b. Proceedings preparation, and review printing, publishing, etc. .c. Review end counsel for contract c. . Costs Involving liquidated documents and proc4edi.n€s damages f d. Costs involving site acquisition 3. Administrative costs : 3. Administrative costs : it. Printiiic, of pl.11is and a. Trustee fees specifications b. Site acciuisit.on costs , b. Adver.tiscm2nt for construction including abstracting bids c.. Official 's regular salary and c. Material testing expenses d. Soils surveys d. District organiv.Atton e. personnel wales - if properly e. Election expenac's documented ti�,i� records . r .r INVOICE Ar.. Cod• 503 &ige& W&"Pe" 654.5425 NANUFA[.TURE01% qF QUANT♦ PUMP;? 2123 HARVESTER ORIVF • PORTLAND, OREGON '1722.2 ^ _.1 �/VED DATE Oct. Ila, 1969 SOLD TO gard OCT 20 196,9 INVOICE NO. 78649 _ 35531 R Pito. Box i23557 Cl T Y Of TIGO YOUR ORDER NO. Tigard, Oregon 97223 D SHIPPED VIA SHIPPED TO TERMS:2 Y- . 10th OF MONTH NET THEREAFTER FUR141SH & INSTALL: 2 Cornell 4DNDH-SS-10-6 Submersible Pumps 11-5/811 Diameter Rated 350 GPM, j 51' TDH Ser. #7826 & #7827 Remove old 4DNDH-SS-7;',-6 Pumps, brim; into shop these are o Property. Connect, new motors into panel and check rotation. As Quoted 2,358.00 ; P h I D OCT 24 1969 CITY OF TIGARD DAVID FRY CCHPANY P. O. BCK 3803 PORTLAND] OREGON 97208 11.,re 596 Customer's Order Letter Date October 6, 1969 S s O CITY OF TIGARD N D p. O. Box 23557 v T Tigard, Oregon 97223 E p D T O e'i Crl II , irflf a iFP!u, f l N —T— SAI ISAM AN Net 30 days (Electrical Revision of Sewage Pumr. Station No. 2 The following Revisions were made to the Autocon Control Panel to accommodate two 10 HP pumoss Installed No. 8 11V wire between mai►y breaker and two pump circuit breakers, and between the circuit breakers and m for starters. Changed the motor starter overload relay heat rs. Installed probe relays and warning lights. $316. Installed nameplates. PAID OCT 16 1569 01 � "ITY Or TIGARD Redilp.i" INVOICE 7S 729 _ �� CITY OF TIGARD, OREGON * DEVELOPMENT PROTECT GENERAL INFORMATION SHEET I. PROTECT No. : II. PROJECT NAME: III. DRAWING (TITLE) : _ dated: IV� PLAT (TITLE) : dated: V. SITE LOCATION: VI. PRINCIPALS: (l) DEVELOPER: Address Phone No. ('I) DEVELOPERS SURETY AGENCY._�__ � Address _ Phone No.! Bond No. Ex;, Date_! (3) ENGINEER: Address lu v.Kr Phone No. (4) INSPFCTOR: Address Phone tlo. (5) PRIME CONTRACTOR: Address ,tea "r. Phone No. _- (6) CONTRACTORS SURETY AGENCY: Address Phone No. Bond No. Exp. Dv,te (7) SUB-CONTRACTORS:^ ___ * Inert: Street, Sewer or Streat Liqht. e •TAT[M[N T T S Stevens.Thompson & Runyan, ane. Engineers/Planners PORTLAND, OREGON SEATTLE. WASHINGTON TO City of Tigard Sept. 5, 1969 P. O. Box 23557 Tigard, Oregon 97223 -_ cry o� ACCOUNT NO. 68-P-486. 004 To professional engl..eering services in connection with special services. July 1 through July 3 1, 1969 P-486. 054 Derry Dell Trunk Sewers Officer 2. 0 hrs. @ $25. 00 $ 50. 00 Assistant Engineer 34. 0 hrs. @ 12. 50 425. 00 Draftsman 15. 0 hrs. @ 19. 00 150. 00 Clerical 9. 0 hrs. @ 7. 00 63. 00 Computer Services 14. 17 Printing 42. 15 Mileage 4. 20 Supplies 6. 00 $ 754. 52 P-486. 064 98th Street Sewer Assistant Engineer 6. 0 hrs. @ $12. 50 $ 75. 00 Draftsman . 5 hrs. @ 10. 00 5. 00 Clerical 4. 0 hrs. @ 7. 00 28. 00 Printing 19. 75 Mileage 2. 40 $ 130. 15 P-486. 074 Pumping Station Investigation & Improvement ! Officer 3. 0 hrs. @ $25. 00 $ 75. 00 v Mileage 1. 20 $ 76. 20 P-486. 094 Sewage Treatment Plant Survey Assistant Engineer 3. 0 firs. (� $12. !30 $ 37. 50 Clerical 5. 0 hrs. @ 7. 00 35. 00 Printing 3. 00 $ 75. 50 CONTINUED .,i1I l)f Illi ',°I P[PLY 70. 6806 6 6 MILWAUKI[ AV[ - POSY OIIIC[ SOX 02201 - PORTLAND. O"IrGON S7a0a - -w a ([011 •1110711 •TA.Tf ENT 00 Stevens, Thompson �i Runyan, Inc. ►�� Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON TO City of Tigard PAGE 2 ACCOUNT NO. P-486. 114 Leron Heights Sewer Extension Assistant Engineer 7. 0 hrs. @ $12. 50 $ 87. 50 Draftsman . 5 hrs. @ 10. 00 5. 00 Clerical 9. 0 hrs. @ 7. 00 63. 00 Printing 18. 00 $ 173. 50 P-486. 124 S. W. Ash Street Draftsman.. 10. 0 hrs. 4 $10. 00 $100. 00 Clerical 7. 0 hrs. @ 7. 00 49. 00 Printing 4. 55 $ 153. 55 AMOUNT NOW DUE. $ 1, 363. 42 1 I PAID 0 Q" SEP 15 1999 "ITY Oi TIGARD Kfr1.v TO8808 0.8 MILWA-JKIK AVE FOOT OFFICE •OK 0EE01 - PORTLAND. OREOON 07202 -0w 6 (60.1) f21.076t •TAT[M t N T ~� Stevens, Thompson & Runyan, ane.. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON -ro City of Tigard July 14, 1969 PO Box 235.i7 Tigard, Oregon 97223 ��t•-�,,�� J(/4 c/rr Of T�p� ACCOUNT NO WS-P-480. 004 INVOICE �! 14 For time from June l through June 30, 11,1611 To professional engineering services in connection with special services. 1-3-486. 054 Derry Dell Trunk Sewers Officer 6. 0 hrs Ca? $25. 00 $150. 00 Assistant Engineer 34. 0 hrs IN 12. 50 425. 00 Draftsman 3. 5 hrs fu 10. 00 35. 00 Clerical 8. 0 hrs (a' 7. 00 56. 00 Computer Services 20. 99 Printing 14. 50 Mileage 76 miles (n' 12� 9. 12 $ 710. 61 P-486. 074 Pumping Station Investigation and Improvement Officer 1. 0 hrs ((i' $25. 00 $ 25. 00 P-486. 114 Leron Heights Sewer Ext. Assistant Engineer 34. 0 hrs Pa $12. 50 $425. 00 Draftsman 29. 5 hrs A) 10. 00 295. 00 Clerical 10. 0 hrs (n 7. 00 70. 00 Printing 3. 50 Mileag(. 25 miles ((% IV 3. 00 $ 796. 50 Total June Charges $1, 532. 1 1 Total Previously Billed 18P312. 81 Subtotal 19, R44. 92 Less Previously Pail 18, 312. 81 P A I D AMOUNTNOW DUF $1 , 53Z 1 JUL 28 1969 CITY IOf `TIGARO A!►LY TO, 69001 6 6 MII WAUKIt AV! - 004T OWQICS ■O% 02201 • ►ORTL.ANO, OA@Tse! r.w�M�I60l) !A�-OTQI �►,r OF April 25, 1969 MEMO TO: City Administrator FROM: Director of Public works SUBJECT: Pinebrook Bonita Sewer Project � i Enclosed is a letter from Stevens, Thompson and Runyan, Inc. regard- It ing ::.he expansion of our Burnham Street pumping station, as a result ' mf the increased in load caused by the connection of the Pinebrook bystem. As this report points out, it appears it is only necessary to modify the Burnham Street pump station. I have reviewed this �roblem with Gil earlier and concur with the report. re next procedural step necessary is a letter bo the Oregon State tnit.ary Authority to be forwarded to the Federal Water Pollution 44�bntrol Administration x®questing for a change in the scope of our 1. roject, authorization ft,r Stevens, Thompson and Runyan, Inc. to prepare specifications anA necessary work orders, and thirdly the execution of the work. Cll,I Z'he City has money in its budq-%�.t planned for this project and an Mincome from the State and Fed'erai Government. The cost and income are both well below the antic1pated amount for this project. Respectfully submitted, � r Keith C. Thompson CT/dl � hC. •TAT[M■MT Stevens. Thompson 8t Runyan. ine. Engineers/Planners PORTLAND. OREGON SEATTLE, WASHINGTON City of Tigard It January 9, 1969 12,420 S. W. Main Streeti Tigard, Oregon 97223 l^ PAI D JAN 31 IM CITY 06 TIGMD ACCOUNT NO. P-486. 004 To professional engineering services in connection with special services per agreement dated February 28, 1968. October 1 through December 31, 1968 R P-486. 054 Derry Dell Trunk Sewer Officer 1 hour @ $20.00 $20. 00 $ 20. 00 P-486. 074 Pumping Station Investigation & Improvements Engineer 11 . 0 hrs. @ 13. 50 $148. 50 Mileage 50 miles @ 12� 6. 00 6 Supplies for level recorder 11 . 38 11"4 165. 88 AMOUNT NOW DUE $185. 88 i i- (RECEIVED JAN 10 1969 CITY OF TIGARD REPLY TOI 0668 •.It wiLWOUKIR AVE PORT OP/ICE OLTX ORPOI PCIRrL AND. OKtOON 0120.1 • ..ONW 0101) 2s4-072i 12--11.-68 NORTHWEST REGION FWPCA - CONSTRUCTION GRANTS Applicant's Payment Request (Payments may be requested at 25% intervals of completion) (Complete all items and attach requested documents) 1. Project Name P.inebrook Bonita Interceptor WPC No. OPE 236 (R) 2. Payment No. 1 Date : 3. Cost of Work Covered by Contracts: * Change Orders Contract Total Addition Current Con`ractor Amount or Deduction Contract Amount 1 . Lord faros . Cont. $ 52 ,591 , 50 �! 2. 3. 4. Total Construction Contracts $ 57 591SO 4. Estimated Value of Work in Place: ** Latest Construction Estimate: Estimate % Estimated Value of Work Contractor Number Complete in Place 2. 3. 4' 1008 Total Construction Completed $ 52 ,531 . 50 * Show approved Change Order amount. 1 ** Attach copy of latest estimate for each contract. Careful completion of this form will expedite your payment processing. (Revised 7/1./67) n A Total Brought Forward $ 5. Equipment and materials purchased outside construction itract $ 6. Technical Services (Engineering) : a . Preliminary Report $ 274 . 50 U. Plans and Specifications Pat & Keith c. Supervision :;T&R 4 ,503 . 34 Total Engineering Costa $ 5 ,513.29 ti 1. Legal and Fiscal Costs (itemize) : r' F_ A_ Anr1Pr. 011 58 .05 Totai Legal $ 58 . 05 8. Administrative Costs (itemize) : Advertising for Construction 228.76 PinnPpr e 347 . 00 A 575. 76 575 . 76 sub Total Administrative $ 6 r I52-s 10 TOTAL COSTS TO DATE 58 ,743 .60 cd howl A.: ,r TO BE COMPLETED AND SUBMITTED WITH FIRST "PAYMENT REQUEST" ONLY: 1. Payroll Information , List contractors and sub-contractors and cheek under each if item submitted. 1 ,' not submitted, explain in "Remarks" . Additional pages should be used, if ne, essary . � Contractor Contractor Contractor y A. * First three payrclls submitted B. Statement- of fringe benefits paid by contractor where not paid to employee _ C. ** Anti-kickback Affidavits D. ** Payroll Ceitification E. Labor Standards Certification (prime contractor only.) 2. *** Insurance and Bonds : A. Workmen's Compensation Ins. Cert. submitted _ B. Public Liability Ins. Cert. C. Property Damage Ins. Cert. D. Fire Insurance (if necessary) r E. Performance and Payment Bond _ r * Required from each contractor and sub-contractor. ** Items 1 C and D may be on the payrolt. Affidavits and cer,ificates for first three payrolls of each contractor and sub-contractor are required. p *** Insurance certificates need to be submitted only once unless one expires during life of contract. 4 Remarks : wg-- QUALIFIED 1.XPENDITURES 1.2-11-68 LEGAL F. A. Anderson 19-2-67 $12 .00 F. A. Anderson 5-3-68 6 . 00 F. A. Anderson 8-30-68 40 . 05 $58.05 PUBLICATIONS Daily Journal Comm. 7-11&24-67 36 . 45 Daily Journal Comm. 9-27&10-2-67 36 . 45 Daily Journal Comm. 4-1&8-68 36 . 00 74-gard 'Times 6-6-68 51.92 Tigard Times 7-20-67 19 . 80 Tigard Times 4-18-68 27 . 90 Stevens & Thompson- Tigard 'Times 10-67 20 . 24 $228 . 76 Title Insurance 302 . 00 Pioneer Title 45=2476- $347 . 00 PLANNING Department of LLUD 274 .50 $274 . 50 LNGINEERING Stevens-Thompson 6-9-67 322 . 00 Runyan, Inc. 7-11-67 517 . 28 8-9-67 1 ,136 . 01 9-11-67 185. 82 10-9-67 832 . 37 11-10-0 102 . 10 4-10-68 153 . 00 5-8-68 203 . 00 6-13-68 26 . 50 7-12-69 534 . 76 8-9-68 219.60 9-10-68 101. 80 $4 ,435.14 CONTRACTOR 12-11-68 73 . 20 $40508. 34 Lord Bros . Const. #1 7/68 37 ,748 . 70 Final 8/68 9 , 583 . 65 10% Retainer 9/(,b 5 , 259 . 15 $52 , 591 . 50 MILEAGGE Pat Gamroth-July 33 . 12 Aug . 3 . 84 Keith Thompson-July 5 . 70 Auq. 2 . 48 45 . 20 Pat-Inspection-June 5H hrs 83. 20 185 .60 July 131 his 03. 433 449 . 72 Auq 16 firs 13. 433 54 . 93 690 . 25 U QUALIFIL'D LXPENDITURLS 12-11-63 LEGAL F. A. Anderson 11-1-67 23 . 05 F. A. Anderson 1-29-68 102. 93 $125 . 98 F ENGINEERING Stevens ,Thompson & 1-3-68 20 . 24 Runyan, Inc. 'ASEMLNTS G. G. Gill 180 .00 3 Pauline T. weaver 93. 00 } Jessie J, Jessie May & Verleh A. Snyder 50 . 00 Henry J. Claverie 344 . 00 L. R. Davis 880. 50 A. Kroese 600 . 00 Jesse Snyder 250 . 00 W. J. & F. A. Brosseau 270 .00 'r. M. & Betty L. O' Halloran 104 . 50 C. A. & E. C. Becker 80 . 00 Ivan E. and G.M. Puller 110.00 $2 ,912 .00 Belanger Court Case 500 .00 500 . 00 Refund applied to Legal Fees ($297. 07) 41 1. February 1�GS FEDLM1L WkE.R POLLUTION CONTROL IO ADMNISTRATN CO\'STEtUCTIO'V CEA\TS PROO'AM - N0[:T1lWLST REGION s LEGAL, FISCAL AND ADMINISTRATIVE COSTS Note: It is important that leg.11, fiscal ani administraLive costs be itemized to separate eligible from non-eligible items. The following is a listing of some of these costs. Pond related costs should be separate from all others. Wt. suggest items 1, 2 and 3, and sub-letters a, b, c, etc, , be kept separate by showing a dollar value for each. to aid in prorating; costs subject to phases of con- struction partially eligible for P.L. 84••660 partleipaLion, a ELIGIBLE NOT ELIGIBLE for FWPCA participation for Fl•IPCA participation_ 1. Bond 'related costs, legal & fiscal : 1. Bona related costs , legal & fiscal : a. Bond counselor's opi.nion a. Electro expenses ' b. Preparation of prospectus b. Ordt.nances and proceedings c. Printing of bonds relative to bonds d. Shipping and registration of. e. Abatracti.ng for bond sale bonds d. Inf.crest or discounts e. Advertisement of sale €. Costs involving approval of regulatory agencies 2. Legal costs : 2. Lega' costs :. a. Title opinion to satisfy FIdPCA a. Ordinances preparation, requirements printing, publishing, etc. b. Cant documents preparation b. Proceedings preparation, and review prinLi.ng;, puhl ishing, etc. .c. Review and counsel .for contract C. Costs involving liquidated j. documents and proceedings damages P, d. Cots involving site acquisition 3. Administrative costs : 3. Administrative costs : a. Printilig of plans and a. Trustee feca specifications b. Site acquisition costs , b. Advertisement for construction including -b, ti acting bids c. Off'icial 's rug•,ular salary and c. Materiel testing expenses d. Soils surveys d. District organii.tti.on e. Personnel wages - if prperrly e. Election expenses documented �y time records B TATE MEN T S Stevens,Thompson SL Runyan, Inc. Z Engineers/Planners PORTLAND, OREGON SEATTLE. WASHINGTON ,o' City .,f I'igarll E,(-CQrrjL)er 10, l965 I Z42:) S. W. tMain l iga r(l, Oregon .:COUNT NO. 4 Vo professional engineering services in connection with ppecial services; as per agreement dated F�brurary 28, 1968. FINAL BIL�.ING from September 1 to December 12, 1968 Officer 3. 0 hre. $20. 00 $ 60. 00 L ra.aman 1. 0 hrs. C: 9. 00 9. 00 Mileage 20 miles Ca_ 12 fi 2. 40 P r lnting 1. 80 AMOUNT NOW r'UE $ 73. 20Aw1r---"' Summary: Total Billings, including Final Billing Above $ 4, 215. 6h RECEIVED ITEC I I Iybb CITY OF TIGARD K[P'-Y TO. 9800 0.t.MILWAUKIt AVV. • •OPT OPPICt SOX 02001 • PORTLAND. OLtOON 97202 - OHON[ (90]) 214.077' F •T A T[M[N T S Stevens,Thompson &L Runyan, Inc. Engineers/Planners SEATTLE. WASHINGTON PORTLAND, OREGON I 7 � December 1 0, 1968 TO C:ity of Tigard � .-f ! 12420 S. W. Main Tigard, Oregon r � f ACCOUNT NO. P-220. 314 To professional engineering services in connection with special services ae per agreement dated February 28, 1968. FINAL BILLING from September 1 to December 12, 1.968 Officer 3. 0 hre. @ $20. 00 $ 60. 00 Draftsman 1. 0 hrs. @ 9. 00 9. 00 Mileage 20 miles @ 12� 2. 40 P rinting 1. 80 AMOUNT NOW DUE $ 73. 20 Summary: Total Billings, Including Final Billing Above -$. 4. ��'��== RGCK"D DEC 11 1968 CITY OF TIGARD .[rL.. Toy 81109 • [ M"'W"NI!Avt. Ott 0//1a!SS*00*00 MIITLANO.OQ�tlCN �7�0f ►wow[ ISOsI i!•A7•�1 I SURETY DEPARTMENf r3FNP_RAL INSURANCF COMPANY OF STATUS INQUIRY! 'ERICA �. —Lord 1"so ao>�.satore Iwo v Contractor:— —. _Dale: •• ••,'•. Address: — Portia"I 0"em --- - Bond Nu(Mb'er Description r of Contract-: ._1if1pT+/m4miae �tor�� Include location and owner's t contract number -----_ -- 53l, ] 1 Contruct Price S__ 531244 Stevelll Thompson d Runyan, LW. - 5505 S. E. Milwauki• sem. j Ponrlls < Portladd, Oregon --- - - M7 of Tigard, Oregon Effective date 4-30-68 Without prejudicing your right or affecting our liability under our bonds) described obov4, we would onpreciate ' -Yecy lauly.OGours, - such of the following InformallOn as is now mailable. GENERAL INSURANCE COMPANY OP AMERICA Approximate date I, IF CONTRACT COMPLETED of completi,,n Tnd/nr v PLEASE STATE .y..dA------ occeplance_—y�f�—�. Final contract price 7 .5911 _- 2. IF CONTRACT UNCOMPLETED Approximate percentage or dollar amount of PLEASE STATE------------------ contract completed or delivered Sales Tax _ i Probable dote of completion Total 3. Do you know of any unpaid bills for labor or material? ❑ Yes Lt, I to 4. Remarks: (If any) ry9✓ < e/_-�•I-, n Ccs I�ale��t3��i�5ignofureC/Id _�,._�� Title�.�.� -- -_-/�•�/4l_ �r�� —�� RETAIN THIS COPY 61 v; I W: PRINIM IN U S n Awv....�.....,...,....y..r.r.,..-. STATEMENT RECEIVED S> Steve-,is, Thompson & Runyan, Inc. SEP I 1 1868 Enginee.•s/Purnners CITY OF TIGARD PORTLAND, OREGON SEATTLE, WASHINGTON Tol City of Tigard , otcmber io, 1968 12420 c. W. Main Street Tigard, Oregon 97223 ACCOUNT NO. 1) .2 314 P-486. 044 7 o professional engineering service in connection with special services as per agreement dated February 26, 1968. `i August 1 through August 31, 1968 P-22J9'314 Pinebrook - Bonita Road Sewer Officer 5.e hra C $20. 00 $ 100. 00 7 ravel 15 miles Ca 12f 1. 80 $ 101. 80 P-486. 044 9 l Pt Avenue - Street Project Assistant Engineer 90. 0 hra 04? $10. 50 945. 00 Draftsman 35. 0 hra C 9. 00 315. 00 InFtrument Man 5. 5 lire @ 7. 00 38. 50 Redman or Chainman 16. 5 hre ra 6. 00 99. 00 Clerical 17. 5 hra Cd' 6. 00 105. 00 Travel 21 miles Cq W 2. 52 1, 505. OL AMOUNT NOW DUE $1, 606. 82 PIRPLY TO 6809 0.E.MILWAUKI6 Ay[. • POST OFFICE •OX 02201 • PORTLAND. OREGON 97202 ►.iON[ (90:3) 234.0721 ` CITY OF TIGARD, OREGON SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR t' MONTHLY CONSTRUCTION ESTIMATE ' 1 NO. FINAL FOR THE MONTH OF Auquet 1%8 kJ �.: CONTRACTOR Lord Bros. Contractors, Inc. t 9233 N. Calvert Avenue Portland, Oregon 97Z 1 7 To the Honorable Mayor and City Council Tigard, Oregon ` Gentlemen This monthly estimate for the construction of the Pinebrook- r3onita Interceptor Sewer for the City of Tigard is made in accordance with the requirement-; of the plans and specifications therefor and the contract with Lord Bros. Contractors, Inc. , contractor for this work. ' The following summary of the attached sheets shows the value of the work performed and the amount due the contractor. ( 1 ) Value of schnduled work performed to date $ 52, 591. 50 (2) Value of extra work $ (3) Value of material on hand $ -0- (4) Value of all work to date (1 ) + (2) + (3) $ 52, 591. 50 (5) Less 10% retained $ 5, 259. 15 (6) Total payable to date $ 47 , 332. 35 (7) Less total amounts previously Paid $ 37 , 748. 70 (A) Total amount now due .583.65 Respectfully submitted, Keith C. Thompson c cc - Lord Bros. Contractors, Inc i cc - Resident Engineer t 63-P-220. 1,,14 Current Estimate - page I SUPPORTING DATA FOR CURRENT ESTIMA'I E The first Bei t: )n of the following pages contains the principal data which are the mhi, the current estimate. Foi purposes of uniformity and to pro% :,if. u \. -iisent mein-i of reference tri contras t prices, the form used in t,iv .,r.e .nal proposal of the contract,,r has been adapted for the use in preparing estimates. In explanation of such use the following statements should In, noted. (1) In the c limn headed "Total Units", the lower figure is the estimated number of units upon which the con- tract is based and the upper figure is the total number of such units the contractor has completr i to date of this estimate or it is the estimated percentage of completion of items which are covered by lump sum prices, all subject to acceptance an final inspection; (Z) The prices shown in the column headed "Unit Price" are those named in the contract and used as the basis of this estimate; (3) The totals given in the last column of the schedules show the tutal value of all work performed to date of this estimate under each respective item. The second section covers "Extra Work", and its details are given in the copies of "Daily Extra Work. Reports", which have been issued to the contractor during the calendar month for which this Estimate is made. The final section of these supporting data covers an allowance for materials delivered but not yet used. Current Estimate - Page 2 SCHEDULE OF PRICES FOR r TIGARD, OREGON SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR Item Total Unit Total No. item Unit Units Price for Item 1 Furnishing and placing 10-inch concrete sewer pipe in Class C bedding; including rxcavatinn and barkfill, invert depths as listed below. 2,497 (a) 0'- h' Depth lin. ft. XXM $ 8. 00 $ 19, 976.U0 150 (b) 8'- 10 9. 00 $ 1, 350.00 f3 'c 110'- 12 " " 171 9. 50 $ 76.00 2 Furnishing and placing 1L-inch concrete sewer pipe in Class C bedding including excavation and backfill , invert depths as listed below: 32 (a) 0'- 8' Deaptf, lin. ft. IR 9, Q0 $ 288.00 ( 262 (b) 8' 10' zu 9. 50 $ 2, 489.00 295 (c) ! 0 - 12' JIBS 10. 00 $ 20950.00 210 (d) 12'- 14' in 11 . 00 $ 2, 310.00 61 (e) 14'- 10' 11 12- 00 $ 732.00 3 Furnishing and placing 10-inch asbestos-cement sewer pipe in casing pipe lin. ft. 1 10 5, 00 $ 650.00 4 16-inch, 1 /4'' 'Addendum 104), casing pipe in pl.:icc and ready for carries• piper ]in. ft. 1 i0 35. 00 $ 4, 550.00 5 Furnishing -r-.1 placing both 8-inch cast iron pip, s for 3, 400.00 F'anno Creek. crossing lin 1! 85 40. CO $ 63-P-220. 114 Currant Estimate - page.. i t ' SCHEDULE OF PRICES PINEBROOK-BONITA INTERCEPTOR Item Total Unit Total No. Item Unit Units Price for Item Furnishing and placing 10"x4" concrete wyes or tee branches 9 Y cumplett, with plugs each $ 12. 00 $ 108.00 4 7 FurnLshing and installing 8'' stubouts in manholes each 5 50. 00 $ 250.00 li Ccnnection at Sta 0+00 lump xxxx 200. 00 $ 200.00 9 Connection to Bonita Road Pumping Sta*ion, including 12" cast iron pipe lump xxxx 600. 00 $ 600.00 .d 10 Furnishing and placing manholes for invert depth of 8' or less, complete and ready for service: (a) 'Type A with watertight frame and c3ver each 500. 00 S 51500.0.0 (b) Type D with watertight f-ame 3 d and cover each 1 400. 00 $ 1, 200.00 22 1 Extra depth of Type A manholes lin. ft. RR 25. 00 $ 550.00 12 Special manholes for siphon each 2 500. 06 $ 1,000.00 13 Select bedding Class B for the following sizes of pipe: (a) 10-inch lin. ft. 2, 655 0. 50 $'1, 327.50 I (b) 12-inch lin. ft. 860 0. 50 $ 430.00 14 Excavation and bedding below 337 l Class B bedding cu. yd. #QD( 6. 50 $ 2, 190.50 15 Exfiltratiun Testing i (a) 10• inch lin. ft. 2, 785 0 10 $ 278. 50 ( (b) 12-inch lin. ft. 860 0 )0 $ 86.00 ;l 2 16 Lumber left in trench MBM X 50. 00 $ 1J0.00 N TOTAL VA I.UE OF SCHEDULED WORK TO DATE $ 52, 591. 50 3 r 63-P-220 314 Current Estimate - page 4 u y l� Ire A. ANDERSON \J 1° v ATTORNEY AT LAW ,TIGARD PROFESSIONAL CENTER R v ` / C St a5 S. W. CENTER STREET (� P. 4JIOX 23000, TIGARD, OREGON 27223 ` 5 0 C 0 0 639.ft21 August 30, 1968 CI 1. 170. 7 ,1 * City of Tigard Date Atty. - August 6 Letter re easements • sewer inter- ceptor line-to City Recorder and i ,City Admin. from Hwy. ' 217 to -- ,' Bonita Rd . Plant 1 1/2 $' 26.7 6 Traffic Colin T 1/ 1/2 '12 .00 7 2 Certificates of Record 1/2 .2 .70- 9 Negotiation on Griffin - Sewer 1-3/4 'x+2 .00 .. 12 Attend Council Meeting i 8 25 .00 - 12 Sewer contract w/Farmers Georgia- Pacific 1. 2-1/2 37.50 - 13 Traffic Court - i-.J J il 1-1/2 36 .00 - 13 Confer w/City Planner 3/4 18 .00 - 13 Research un Zoning litigation 1 424.00' � ! 13 Check easements and prepare title opinion 15 Memo for files re Barth v. City 1/2 1 17.40 (Davison) 15 `� .' Letter to ireland 6 2 pages of ease- meet re-s to ted 1/2 3/4 16.05 _ 20 Traffic. Court /_ i / 24.00 19 Attend Council meeting NIC — � 21 Confer w/Recorder 1 /4 23 Agreement re: sewer intercept. 1 ? ine- S .'d. 121st Sc . 3 64.20 2. Memorandum to City Council and Director nP 7-"4"n ."A dl ..rw�wr� Mn. Awww..w..i .+w xf Sewc�✓ CITY OF TIGARD, OREGON SANITARY SEWERS PINE BROOK-BONITA INTERCEPTOR MONTHLY CONSTRUCTION ESTIMATE NO. 71MAL FOR THE MONTH OF Aiquat 1%13 CONTRACTOR Lord Bros, Contractors, Inc. 9233 N. Calvert Avenue Portland, Oregon 97217 4 ; . r _ f Tye. , I w, w .. . .,5 .. _ .• - .. •• -r .vt�i," .. (, . :..'tllr ,�M. '{j,�i .E.y,I'�( ,'` t f f'' ' �'1 ''''�" 5 ' y ' t. 2 - '/•" Dio. HOLES ra 9" R PRECAST GONG STANDARD 8 SUBUREiAN I 101 FRAME 91 COVER � I AS SPECIFIED TOP SLAB COVERS ONLY T[� 2 5 HOOPS r FINISH GRADE 1 - _ - - - o• •` Pi ,� [ t, o _ 23 Dio. I '/t ';I. MORTAR / _. _�_.� 6 p• 6_ , ► 48"Dio. PRECAST 5 n 0.D " p � Mi . Min .c �� I Q 3 Min n � � �n g � CONCRETE RINGS c � 23" 010. _ �I � . . _ ` _ ► ' 1 ft 23 Dio. ► is E Pie __-_ u. A 1 P / X23 Dia O T _..T �_ IL .T . .- i I +� A r ' PRECAST ''ON C, ci co a M7_N ECCENTRIC CONE I • v� PRECAST CONC. ' e *`4 n'� 84 a'� 12 . ' PRECAST CONC. ,_ �__ _� so �_ CLEAN OUT ECCENTRIC CONE -'- -+--— B MORTAR -MORTAR ' /ECCENTRIC CONC � MORTAR E- -- •'- _ t SECTION B-B NI ,� 13000 PSI CONC. @ASE S`CTION C- C '� , - - FRAME a COVER " MANHOLE FRAME a COVER 48 Dia. PRECAST _ a �I WYE BRANCH ` 3 � 48"Dia. � t'� ,i CONCRETE RINGS - ``� U.1 ` 5" � 48 Dia, PRECAST ID N'w 6` CONCRETE _RINGS -' © ., � m 1 CADMIUM PLATED STEEL BOLT 49 W w 5 QI o Q 1 CONCRETE RINGS Q �i 't/16"GASKET T' ___ _ i 5 E:'N Q i Q v M-I STEPS ��s==-..,.. --- NH S T F P S Q "` 411 �'~J t _ - . . . -r` -Jj 1�2 t_0 S E " , ,� - - - Mi STEPS G.t. ' r "-►12" '�-0ti L� • SHELF SLOPE �! -= t c • - UNDISTURBE - ---- ' ; G C1-tEGt� ' J3" Min 1;12 Max. UNDISTURBED Z �- _. EARTH r __ + !__ - - C T . roz _ l WASHERS CRA t`.tF I, a� -, � EARTH 8 I ! _;p __ __.._ _ _-. _ o �81 x` O I ` ' \� 1= LOCKING BAR C r`lo. 5C�� y 'f z3 z COTTER PIN-- A Q 45 BE '�D Plp f_. Q , I r I.D. VARI S { a I.D. I _ VARIES i 4 _ `� / I v r O 90 BEND ��i �` W ' I o I � \` --t- I 6" Min. l , i• I �� ., 6 Miry. / cn ! _- _ A `T'�i►7 • - c r" - ' °D Jj_-- s � . ' '� a ` PLAN _ _ TYPE D MANHOLE WATERTIGHT MANHOLE � SECTION SECTION � _ SECTION _ I - 3000 PSI CONCRETE BASE -^` .� I TYPE A MANHOLE TYPE B MANHOLE TYPE E SHALLOW 3000 Psl GOING BASE —� .... — E C M A N H 0 L aLI. STANDARD OUTSIDE OR INSIDE DROP FRAME a COVER POUR AGAINST UNDISTURBED - OUTSIDE OR INSIDE DROP I •; EARTH UNLESS COMPACTED _ - FRAME AND COVER SCHEDULE � FILL IS REQUIRED BY THE - - ENGINEER --------- — I ------ ------- ------- DIMENSIONS IN INCHES LBS. WEIGHT -61 _ �: -'► , � SHELF MANHOLE NOTES 1T01`ALi - TYPE LEAR OPENING 0VFkAL.L DIA. - - - / �6�Mi-n_� I. LOWER 12" PRECAST CONC. RING TO BE SET INTO BASE 8 A C a \ 12 Max. 1 =; , �- - r-- --� LEVELED BEFORE (.ONC. IS SET. MORTAR JOINT TO INSURE DEP TLA RAMEICOVER H D - TRENCH WIDTH EARTH UNDISTURBED _ _. _______ - - ..- BOND _____ ___- - -- - -- ------- - .__------ ._ ... - __ -- ---- _ STANDARD Mi 2.3 31 3 10 240 140 ?�-0" Plus Pipe I.D. ' 2. ALLOW A MIN. OF 24 HOURS TO ELAPSE BEFORE PLACING c5' -- - ----- - -- � E y o_- - EX GRAVEL SURFACING t IST RAVE j PROVIDE a SECURELY "_ REMAINING RINGS ,U '.: a', �:�; . '. . .� ,: - 1 B':PBAN Mi +- DNC. PLUG GS 8 CONE. ? 3 3 - - " - - - 4 0 LEVELING COURSE INSTALL G _._. ---- -- - ---------- - - + . ° o .._, s . o , . a I 3 6 160 140 - 3/ R -- - r RU88ER RI II VI/ATE'RTI GNT M-I 23 I 31 N I „ .II . . SET ALL RINGS 8 C ____ _- �, � � � < � I /2 - 0 SU88ASE l NG GASKET. s ONE 8 M�i FRAME IN 1/2 MORTAR E3 --- - - - -- -- } - -- } --- - - e C . �, � , 10 240 160 J J• • I % IP" MORTAR ALL JOINTS INSIDE 8 OUTSIDE. C E OUT @ LOG PLUG „ _ `i . •-_- - I Q.N 8 I q I 6 5 5 t 5 SECURELY - 4.\• \ 4. ALL M-1 SECTIONS ( .ALL CONFORM TO ASTM SPEC. 478 -61T NOTES I THE LETTER " S,., NOT LESS T4AN 2" IN SIZE IS TO BE j \ w e:r CAST IN THE TOP OF ALL COVERS. �: .��JIL.' •�/ r' ,...•..--.•- ` ._-rte._�..x,.-___.,,,,._.._,_.� 2. OLYMPIC " WATF:RTIGHT Mi CO'u'ER No. 5791 OR EQUAL, MAY -w _ .,AND BACKFILL , - BE USED AT THE DISCRETION c}F THE ENGINEER IN AREAS SHELF - COMPACTED BACKFILL Mi BASE WHERE THERE IS NO VEHICULAR TRAFFIC. • r � LENGTH AS INDICATED ON PLANS �. AS DIRECTED BY THE ENGR. { 12"Pipe 12" ` I PAY WIDTH O.D. --A. MANHOLE PLAN _ -1500 PSI CONC. v . a -- - -- 12" Pipe 12t, �- PAY WIDTH v HOOK STEPS BEHIND � • , ' Q � . -;- .+. Pipe TYPICAL FGR TYPE A a D Pipe I.D. + 60" REiNFQRCING STEEL P o �; ' °' _ I D i I. D - , I vi �� ° • I , ai BACKFILL MATERIAL TYPE D a C SIMILAR, EXCEPT DROPS FINISH GRADE I BACKFILL .r THOROUGHLY— _ '�__ - -- - d (^ I`,•' { , . e O OUGNLY JETTED c 4-Pipe N� eV �'= a O !I a 'jr , t ;� a 1500 PSI GONG. FOR PIPE CRADLE \ GLEAN OUT FRAME 8r - -� �- r-'--- - - _� 3 - .► . � _ . . ' I Mit*. 4" BELowr PIPE COVER AS SPECIFIED S GRADE _ _N R. ,� , ��' ► - + `' vel ° ,. o . . F I N I H �( SET IN MORTAR _ n. $.. iv�. w w ,. i -i-- y =� TYPICAL ._ CLASS A CONCRETE BEDDING GRAVEL SECTION . - m a ' . SECTION d D pf ...._. .... t. •, I r TRENCH WIDTH ' 6„ 6„ �.' . - : Iz Pip. 12" CONCRETE EN CASEMENT c c Z E LEVATIOiV - �1.p-�.i" _ 2 0 P ItIc P i p a I.D. • I I - �' w l ,EXIST BITUMINOUS SURFACING Min, I Min_ \\�� ` __ or ( 3 TOP STEP' - SELECT MATERIAL PLACED 8i PAY WIDTH kt -- -- .__.__ ��_. _ :w A C. PAVEMENT ONLY )---., i- ____� � - COMPACTED TO DEPTHS DETER- -� ► . . . ,. . • .. , > > . . . . ..,.. ., .; � ,. 1 ' !° y • �'�•.► .�% _cv 3/4 -0 LEVELING COURSE r MINED BY FI ,. ► ., s 5° 3" FIELD CONDITIONS 12 Pipe 12 a _. - _.. 1 .._ w APPROVED BY THE ENGR --� -�D. , - " `0 SUBBASE y f - I E D SAND ' y ► -----�' � � � � COMPACTED 1 I { '. ELEVATION 3 „ �. PI • r /� SELECT GRAVEL OR SAND HACK � fi { "SELECTCOMPACT' BACKFILL -� �'�' /g >� GENUINE ---.- � v P °" ""` �� "`� t PFILL IPE MOT 2 �! ABOVEMP PIPE . OR GRAVEL BEDDING MATERIAL _ 1 _ If WROUGHT IRON ` �- " Pipe • ° . ,�• \ 1841 TRENCH DTH , __. -- _�,. PLACE 13 COMPACT AS DIRECTED �_ _ ! ' UNDISTURBED ,,.�� 18 T __.. _. _�3 . BY THE ENGR M 4 BELOW PI f coSAND I , / ---_ __' _ - - - I ----- � _ � i n. p E _ BACKFILL EARTH f` I I t' •'BEDDING - CLASS A, @ OR C �- - • 45* BEND ,� ' ;� ► I PAY WIDTH • I I - 7UNDISTUR9ED SELECT BACKFILL CLASS B SELECT BEDDING i WYE BRANCH °•, �� i'p EARTH 6 Min. 1500 PSI I If � COMPACTED BACKFILL USING i 6" Min c ,� �: '*. � MATERIAL. EXCAVATED FROM t / ALL. SIDES TRENCH PAY WIDTH ✓ i ' a / 4" - ;�•- - ►+, -UNCISTUR®ED 1 U i , V + , PRE- COVER BACKFILL MATERIAL Min, 12 COMPACTED PR 12" Pie 12" EARTH + JETTED p / - ►,�•`T' , I _ - P THOROUGHLY - -.__.__._ ._ __._._ __-_«._ - -_-• ,�I __.. f , ABOVE PIPE, USING NATIVE LO. wti I Q EG �+ 1• l MATERIAL EXCAVATLu FROM f � I 2000 PSI _ ,�� , PR ' c 7r� PLAN y. 1 t TRENCH 8 FREE OF 5T0'VkS �� > - to • PROVIDE 9r SECURELY I L N pi HARD LUMPS 8 ORGANIC � I INSTALL CCNC, PLUG _p�- :.--::....+ MATERIAL - ; W! RUBBER RING GASKET _.. I MANHOLE STEP t, BEDDING - CLASS A, B OR G PLAN "' ...�.....,._. l_- _ _ T TYPICAL--�-w;7-- I�• ��- 'SHAPE b�^, 1'OM OF TRE{VCy i,• YF_IGAL PAVEMENT SECTION 12�t .-Pi ! I,_to TO FIT PIPE 8� PROVIDE BELL r Oi . P: rREO PROFfs • CUT CUFF WALL �+ - -'.�•�--P.•4a. .� RESURFACING DETAILS E LEAN OUT .- • °• ORDINARY BACKFILL , ` . , .. .._.... .. .____. L CLASS C _ S T A N U A R D_. 7 OR[CON � TR -NJC " VVALLJ (J1-4OWN..llVCA `T" LI1.1E `:7 �� 'w. 9 >�a~r M E r�7- ARE N©'1" N 7 F r.; c �.0 *To \ !��FAT R ••tr• I .nlwtw•.IwM.l,wwnw•NY xren.wMR• .f,MJ .NrN'4r.Mw•.•_1...,yip... .TIv.:.•.. •w..n•' 5011._ S�' 2ENJCty ' N �► _ w :../+Y►!.[\►W.Ar+f•i.YY TC.'...IIMAI Mb..Y'•Ylw ..nrp,,.. .y 'M,I4 rVPYh.tMr"." 7..•..4.R'M.•b'M /IIYI'qyw .I. �� .'�•��. ��>,�>>,��,>,��. CITY O F T I G A R D OREGON E G SkJV T -t/�-�� ►..I�r-� ot..I T2f►..I��--a v�,�,,._�_�' .,/ _APPO0 N NO SCALE . 7-s-�� -�- ► �,�,',',.,: ��„�,�,'►,, PINEBROOK-R 00 K- B 0 N I T A INTERCEPTOR 1 G 1-I E'.C '(� �/A L_�/� O N v-1.T. � '{-•J 2 ! 'J G� Cz M .. I t I t/, � � .. . n """ +• G •2 NI 1'ORTLANC� OREGON :E ATTL_E, WASHINGTON SANITARY SEWER SYSTEM C] TYPICAL DETAILS 3 '�.I►.I w rvi--' n'1 .�•'.M.„�Plr#M•tlMl M11MII.'11.,rRY N'r•rlgr.rJ•M..RM'r • 1 V, /t•.,.M,Np.e'r.r, ,pr''rrRx.VIM+'lrrl.1Mr-'►/M.MV...f. 1I.11..vRrr.OlfDuv:.+e.w..n...n.V1r.G'y....N'f. .. .. 11MRYM^” ...ha '•G^+dlM.,f..Mlp Yrw ...yyWOa..,wr..A . r •..r GMIF.,.RR•.sM"r.WF„R•itlt',Ra VU Ar _ INER??'�OK-BONITA SEWER t_,E 5 •.,. ...,......, r..,.,p,..r.,..., r qq - — Iw: "a'ulw ' ,�!'" 1 IIIIIf1I11111I��1I11�j1I1ItIIlll{II 1�1I11111'II{Ilr�r�r Illy {1 IIII��III�IIII will i1177111 1t1{111jr1111111111{1111111�1111111�111��11 i111ililrlillli TII�fIili111iIi Illllti�illl�ll ` �► 4 • I 2 3 4 5 6 7 8 9 TIO I I 12 NOTE: IF THIS MICROFILMED ` DRAWING 15 LESS CLEAR THAN THIS NOTIG�ej—"2'! I5 DUE 1T.1 Rf QUALITY OF THE ORIGINAL r _'`�- •-J"''`'DRAW IMIi r , . .. �_ -------. .--------- , OE 6Z 3Z LZ 9T_ SZ UZ EZ ZZ In OZ 61 81 LI rl !1 of EI ZI 11 01 6 9 L 9 S tr E •" ,,,,r•'''""r �111in11i1nI1�ull�nl�niliPltlPiulnt�uluttl{IllthnP�li�PlnH�r.uin�rlr+uluu�u111nn{1111111u111111unI11ul1utlrl 11111U►{Iltl�itlt✓IIHltltl�tlll)IIII�IIIIIIIII�ItI�1lf�ytl�llulun{nu11111{IIIIIIWtHWllu�Illllilll�l�llll{I11111111lIWIIIN JULY 2 1992 --_.__ —•-�+, .-.. ,,,mow..,_._ _. __ I! CITY OF TIGARD MARSHALL ASSOC. i(.. J. MONTAG & WILLIAM DEPPEN- FUITEN'S PLUMBING I SANITARY SEWERS CONTRACTORS, INC. SONS, INC. MEIER & HEATING CO. PINEBROOK-BONITA INTERCEPTOR 13102 S. E. King Rd. 7805 N. E. Halsey St. Rt. 1 , Box 534 1832 Pacific Avenue Portland, Oregon Portland. Oregon 97213 Oregon City, Oregon Forest Grove, Ore. Bid Opening: - Augu,zt 2, 1967 - 4:00-PM 63-1-1-.220-31 1,\T I�1 ,-�N 1 I' •r i, ,IJ S-F'' - ----- T)T'SC;;t1!� il()^' I1tJ.j �.. UNITS 1 RI � '1(:�TAI., 1'ItIC:I" 1C?7'r11, F'Rlc.'F' TOT.t11a p.; I I i(:'l, i'(1I',", :.. 1 +_Fu_rn_._••& plac. 10-inch concrete sewer _ �_ __ _ .~ _ ._ -___ . y_�_ _ - . _.__•- _._. �_ _.____ _.___: _ _ _�.�_____.._- -_ pipe in Class C bedding, includ. exca- va�tQbackfill, invert depths: (a) Q'_- \8'_Slspl .. lin. ft. 2, 285. __. ..._ _ _ - 2, 285. 5. 85•. 13� 367. 25 __•_ 7. �_ _•-_16, 794. ?5 8. 50_ \•__.19,.4.22. 50 _ _- 7,46 - 1?, 046. 1Q ._...__. '._(b). ... $�-19' " _.____...____ " __4___.355 6. 25 2, 218. 75 7.80 2, 769. 00 8. 5o- !--, . 50. 3,.Q47. 50 8. 02 2,847. 1 Q (c) 10'_-12' " 15 6. 75 101. 25 $,4Q 126. 00 8. 50 127. 50 - q. 00 135. 00 Z Furn. & plac. 36-inch concrete sewer ----� pipe in Class C bedding includ. exca-...... vation and backfill, invert.depths: (a) 01- 8' depth lin.ft. 25 18. 95 ► 473. 75 22. 50 562.. 50 24. 00 600. 00 25. 00 625. 00•_ ( _ .�-_. . ...�. I 9 - ( ) 8'-10' �� _ 215 20,65 � a.438. 75 1 23. 20 _ 4, 060. 00 ; 24.00 � _ 4, 200. 00 29. 00 ; 5,075. 00 _ b - s c) 10'-12' " _ 4, 504. 25 24. 30. 5, 224. 50 24. 00 5, 160. 00 34. 00 7, 310. 00 (d) 12'-14' _ _ " 265 22. 40 5,936. 00 25. 30 6, 704. 50 24. 00 6, 360. 00 39. 00 10, 335. 00 (e) 141-161 " " 172 ....23. 75 4, 085. 00 27. 00 4, 644. 00 24. 00 40128. 00 I 45. 00 7,74p. 00 3 Furn. & plac. 10-inch asbestos-cemert - , sewer pipe in casing pipe. lin.ft. 130 4. 10 3. 00 4.45 578. 50 ! 5. 00 b50. 00 , 5. CO 650.00 416-inch ", casing, pipe in place & 5 16 / ; ,.ready for carrier pipe lin.ft. 130 36._00 4, 680. 00 40. 00 5,200. 00 32. 00 4, 160. 00 35. 00 4, 550. 00. 5 Furn. & plac. both 8-inch cast iron _ pipes for Fanno Creek crossing lin. ft. 85 11. 25 956. 25 26. 00( 2, 210. 00 ff! 20. 00 1, 700. 00 28. 00 2, 380. 00 6 Furn. & plac. 10"x4" concrete wyes or branches, complete with plugs ,each 10 18.00 „ 180.00 14. 710 147. 00 20.00x_._• 200. 00 18. 00 •_ ,_ .,180. 01 _? .Furn. & plac. 4-inch concrete sewer 1 - pipe house service, Class C bedding, includ. excavation-& backfill, complete ! __- with fittings and plugs lin. ft. 3) 7._50 :5. 00 2. 10- 63. 00 5. 00 ,1,\50.go I 6.,,00 _. 1$0.00. j i _'Connection at Sta._0t00_ L.S.. ; � s � SUPPORTING DATA FOR CURRENT ESTIMATE The first section of the following pages contains the principal data which are the basis of the current estimate. For purposes of uniformity and to provide a convenient means of reference to contra, prices, the form tsed in the original proposal of the contractor has been adapted for the use in preparing estimates. In explanation of such use the following staternents should be noted. (1 ) In the column headed '"I -)tal Units'', the lower figure is the estimated number of units upon which the con- tract is jased and the upper figure is the total number of such units the contractor has completed to date of this estimate or it is the estimated percentage of completion of items which are covered by lump sum prices, all subject to acceptance on final inspection; (2) The prices shown in the column headed "Unit: Price" are those named in the contract and used as the basis of this estimate; (3) The totals given ;.n the last column of the schedules show the total valie of all work performed to date of this estimate under each respective item. The second section covers "Extra Work", and its details are given in the copies of "Daily Extra Work Reports", which have been issued to the contractor during the calendar month for which this Estimate is made. The final section of these supporting data covers an allowance for materials delivered but not yet used. Current Estimate - Page To the Honorable Mayor and City Council Tigard, Oregon Gentlemen: This monthly estimate for the construction of the Pinebrook- Bonita Interceptor Sewer for the City of Tigard is made in accordance with the requirements of the plans and specifications therefor and the contract with Lord Bros. Contractors, Inc. , contractor for this work. The following summary of the attached sheets shows the value of the work performed and the amount due the contractor. (1 ) Value of scheduled work performed to date $ 52.591.5' (2.) Value of extra work $ —0— (3) Value of material on hand $ —0— (4) Value of all work to date (1 ) I- (2) 4 (3) $ 52,541.50 (5) Less 10% retained $ 5.259.15 (6) Total payable to date $ 47.332.35 (7) .Less total amounts previously paid $ .37,748.70 (8) Total amount now due J,583.65 Respectfully submitted, By y �. • cc - Lord Bros. Contractors, Inc. cc - Resident Engineer 63-P-220. 314 Current Estimate - page 1 SCHEDULE OF PRICES FOR TIGARD, OREGON SANITARY SEWERS PI NEP_,ROOK-.BONITA INTERCEPTOR Item Total Unit Total No. Item Unit Units Price for Item 1 Furnishing and placing 10-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed belov,,: 2,.to7 (a) 0'- 8' Depth lin. ft. VPW $ 8. 00 $ 19#976.00 150 — ---- (b) 8'-10' " " 9. 00 $ 1.350.00 (c) 10'-12' 9. 50 $ 76.00 2 Furnishing ar -3; Icing 12-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: 32 (a) 0'- 8' Depth lin. ft. *6 9. 00 $ 30a.00 262 (b) 8'-10' " it W 9. 50 $ 2.469.00 295 (c) 10'-121 " " *9 10. 00 $ 20950000 210 – (d) 12'- 14' " " X44 11 . 00 $ 2, 311.00 F,1 — (e) 14'-16' 12. 00 $ 732.U0 3 Furnishing and placing 10-inch asbestos-cement sewer pipe in casing pipe lin. ft. 130 5. 00 $ OfO.Or) 4 16-inch, 1 /4" (Addendum #4), casing pipe in place and ready for carrier pipe lin. ft. 130 35 0(, {, 4,550.10 5 Furnishing and placing both 8-inch cast iron pipes for 3,400.00 Fanno Creek crossing lin. ft. 85 40. 00 $ 63-P-220- 314 Current Estimate - page 3 SCHEDULE OF PRICES PINEB.ROOK-BONITA INTERCEPTOR. Item Total Unit Total No. Item _ Unit Units Price for Item 6 Furr it, g and placing 10"x4" co ,. wyes or tee branches 9 comyiete with plugs each ] $ 12. 00 $ 108.00 7 Furnishing and installing 8'' 250.00 stubouts in manholes each 5 50. 00 $ 8 Connection at Sta. 0+00 lump xxxx 200. 00 $ 200.00 9 Connection to Bonita Road Pumping Station, including 12" cast ironlu P i e lump xxxx 600 U0 $ 600.00 P 10 Furnishing and placing manholes for invert depth of 8' or less, complete and ready for service: (a) Type A with watertight frame 11 and cover each 500. 00 $ 5.500.00 (b) Type D with watertight frame --- -- and cover each 14 400. 00 $ 16200.00 as _ — 1 1 Extra depth of Type A manholes lin. ft. 25. 00 $ 550.00 12 Special manholes for siphon each 2 500. 00 $ 1.000.00 13 Select bedding Class B for the following sizes of pipe: (a) 10-inch lin. ft. 2, 655 0. 50 1.337.50 (b) 12-inch lin. ft, 860 0. 50 $ 430.00 14 Excavation and bedding below 337 Class B bedding $ 2. 190.50 cu. yd. E,. 50 15 Exfiltration Testing (a) 10-inch lin. ft. 2, 785 0. 10 $ 278.50 (b) 12-inch lin. ft, 8j0 0. 10 $ 86.00 16 Lumber left in trench MBM 50. 00 $ 100.00 �T.36 TOTAL VALUE OF SCHEDULED WORK TO DATE $ 63-P-220. 314 Current Estimate - page 4 r_ITY OF TIGARD. OREGON CONSTRUCTLON/INSPECTION (P.W ) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PLANS, Flin recisions, change orders, specificationq, etc. : I. SANITARY SEWERt (A) Comm(-need instal'arinn. . . .. (13) Completed inntailation. . . ..... ❑ .,.. 1) An-buil field notes filed.......... . ❑ a) Co:; , ^ten+: to engineer., ....... ❑ 1) As-built field notes received... . .... ❑ / a) Filed in project folder.. .. . . , , ❑ (C) Inspected :1nd Tpate_d.. . , .. ...... I........ .. ❑ 1) Tpst nomonogrAphs filed. ............ . ❑ (D) Tentatively accepted by City. , ......... ❑ II. STORM SEWER: (A) Commenced lnstalintion. .. .. . . ... . . . . . . .. .. . . ❑ (B) Completed inntallation... . .. .. . . ❑ 1) A9-built field notes filed.. ,.... .. . . ❑ (C) Inepec_ted. . .. .. . ., . .... . . .. .. ❑ / (D) Tentatively accented by City.... . . . . . ....... . . ❑ i � III. CURB: (A) Comme-nr_ed instal! ,tinn. . . . . . . . .. .. ...... ... . . ❑ 1) Bench K—ka Qmt. . . ... .. . . .......... .. (3 7) Bench Kirk lncations filed..... ...... p (R) Completed in-t-ili 0 (C) Inspected... .... . . . . . . . . .. . ❑ ! (D) Tentatively accerted 1) Cit• ❑ I4 , STREET: (A) Commenced Grading. . .. ❑ 1) Sub-grAea in•rected. . [I e) To•5t data filed. . ...•. . . .. . p b) Tentatively accepted by City. ❑ ! _ (B) Commenced rocking.... .. . n 1) Sub-base inRpwcted. . .. .......... . ... .. ❑ a) Test Mats filed.. . ❑ b) Tpntatively accepted by City. ❑ (C) Commenced Paving . . . . .. .... . . ❑ 1) Paving inspected. . .... ... ❑ / a) Te,t data filed. . ,:.k........ . ❑ b) Tentatively accepted lgy City. E3 / (D) Street tentatively accepted by City. . .`N.... ❑ / V. PARKING LOT: (A) Commenced aradina... . . . . . . . .... . ...... . . . . . 11 Sub-arrdp inarected. . . .. .. .. . .. . . . . . . ❑ / a) Test data filed. . O b) Tentatively accepted by City. (3 (B) Commenced Rocking.:l 0 1) Sub-base insp�eled... p / n) Test datk-,�iled.. . ...... .. .. . p h) Tentatii-el.y t^erted by City. ❑ _ PORTLAND GENERAL ELECTRIC CiOMPANYf 1 y j e'#' ILL DIVISION V '!•"'7 0 first Street > ( Newberg, Oregon 97132 �u ust 21 1.968 Lord Brothers Contractors, Inc. 9233 N. Calvert Portland, Oregon 68N-1508 DU Gentlemen: An accident report has been filed with this office stating that our underground primary cables were damaged August 8, 1968, when new sewer line was being installed at the sewage plant in the Pinebrook Subdivision. We are enclosing our invoice in the amount of $114.47 to cover our costa to repair this damage. If you are covered by insurance and wish to submit this invoice to your insurance company please dn so and advise us of the name and address of the company with whom you are insured. If yon are not insured we shall. appreciate receiving your payment in the amount of the invoice. Yours truly, D. D. Halm Office Manager DDH:alj Encs. c: Maims N•47.110 t2.6RAOC +- PORTLAND GENERAL ELECTRIC COMPANY �4�x611AX+4ii7iRi� LxJYz x z x 17FPtT,xOlQixA}Dl zrts�mxe:zaez�c Newberg, Oregon TO Lord Brothers Contractors, Inc. 9233 N. Calvert Ave. Portland, Oregon fn md4iNg So l.ev I Pffmf YOUR ORDER NO Rt/n so Tbii M No. 68N-1508 DU DATE Aug. 21, 1968 Cost of repairing P.G.E. underground primary cables damaged August 8, 1968, when new sewer line was being installed at the sewage plant in Yiuebrook Subdivision, Tigard, Oregon. Labor $ X55. 15 Cartage 15. 35 Material: 6 #23 Tape 3 X88 Tape 4 Squeezons 13.98 TO`TA.L1$ 1�4.4 2 2-594-3 $114.41 S; Stevens, Thompson & Runyan, ine. • Z Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON 63-P-220-31 August 14, 1968 Mr. Keith Thompson Director of Public Works City of Tigard, Oregon He: Pinebrook-Bonita Sevier Engineering Fee Dear Mr. Thompson: For the subject project, we have been billing the City for our services according to the following schedule of rates: 4/67 through 12/67 1 /68 to 12/68 Officer $17. 50/hour $20. 00/hour Associate 1 3. 00 15. 00 Engineer 1 1 . 00 1 3. 50 Junior Engineer 9. 00 10. 50 Draftsman 8. 00 9. 00 Resident Engineer 7. 50 9. 00 Chief of Survey Party 7. 00 9. 00 Inspector 6. 25 8. 00 Rodman or Chainrr►an 6. 00 6. 00 Clerical 5. 50 6. 00 Reimbursement for use of automobiles has been charged at I2� per mile and attendance at Council meetings at W. 00 for meeting. Very truly yours, STEVEN , THOMPSON & RUNYAN, INC. By. Gilbert R. Meigs Vice President G R M:1p RECEIVED 1 A U I 1 1 I , CITY OFi�4',RD 111RILV TO, asoe e t MILWAUKIS AVt POST OIIICS SOX 0220t PORTLAND. ORtOON 97202 v..o•.c le031 83.1 r -21 A' STATEMENT S Stevezl<e.Thompeon & Etuinyan, Inc. • Z Engineers/Planners PORTLAND. OREGON SEATTLE. WAIIHINGTON TO: City of Tigard August 9, 1968 12420 S. W. Main Street Tigard, Oregon ACCOUNT NO. 68-P-406 63-P-220. 314 \� To professional engineering services in connection with special services as per agreement dated February 28, 1968. July 1 to July 31 , 1968 P-Z . 314 Pinebrook - Bonita Road Sewer Officer 3. 0 hrs @ $Z0. 00 $ 60.00 _Draftsman 16. 0 hrs @ $ 9. 00 144. 00 Clerical ___._.____�_ � .�_� -�-- 12. 00 Travel 30 miles @ M 3. 60 $ 21 9. 60 P-486. 034 OEA Sewer Q Officer 6. 0 hrs (v $20. 00 $120. 00 n� y� Draftsman 1. 0 hrs @ $ 1). UO 9. 00 �,•�� Clerical 3. 0 hrs @ $ 6. 00 18. 00 P rinting 7. 80 154. 80 P-486. 044 91 st Avenuc - Street Project Associate 3. 0 hrs L $15. 00 $ 45. 00 Assistant ingineer 12. 0 hrs @ $10. 50 1L6. 00 171. 00 AMOUNT NOW DUE $ 545. 40 RECEIVED AUG 12 1966 CITY OF TIGARD Rt PLV TO, 980E 8 It.MILWAUKIR AVE. • POST OFFICE NO11 09201 • PORTLAND. OREGON 91202 •NON2 (6031) 164.0721 i �I FWEA �THERPROOF TRANSIT NOTEBOOK NO. 301 I KI LHAM w,�%w,00 "DUTZOIN"Dro/Nno end lurvrayfn0 hDdwts ryd, N. W. rinf AVENUE PORTLAND 9. OREGON i i I I � Y I - I� I �.�_... 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PC G-k-7 ® 3TP , 3 3 i oa i .Tiny /6- l y(os LCFoIHF_e Lvv-py STt?mr-v IAy.Ipja E M IS A. 3 3 1 a o /3o TF NVS L)f: r,PC LIN • Non-To 73C I Dui o�.T bECPv11 F ICA INI G^Y1=12 pipa RIB OUT pI pl` r N c <t) jTA az Tu r sl Ay Tu ly. Ik19 �� g ,:rmNrR Peny Clay t • 5"f W 2 T E D p, n,- G% �,�.L t.h� pI► �.,�3 �3eIpi6 Gu6. « 'ARRC 4 yd. ma,N w e M D 'Te i S rR. Iwc �c�E 1 RUM STATEMENT S/ Stevens.Thompson & Runyan, Inc. T Eng neersl Planners PORTLAND. OREGON 'SEATTLE. WASHINGTON July 12, 1968 To, City of Tigard 12420 S. W. Main Street Tigard, Oregon 97223 A`COWNT NO. 68-P-486. 001 63=P-220. 004 To professional engineering services in connection with special services as 4 A per agreement dated Feburary 28, 1968. 1 June 1, through June 30, 1968 P-220. 314 Pinebrook-Bonita Road Sewer r" r Officer S. 0 hrs. $ 20. 00 $ 100. 00 Draftsman 4. 0 hrs. ® $ 9. 00 36. 00 Chief of Survey Party 17. 5 hrs. @ $ 9. 00 157. 50 Instrument Man 17. 5 hrs. @ $ 7. 00 122. 50 Rodman or Chainman 35. 0 hre. (a $ 6. 00 210. 00 Travel 73 miles (� 12� 8. 76 ; 684, 6 P-486. 034 OEA-Sewer Officer 5. 0 hrs. @ $ 20. 00 $ ' )0. 00 , Draftsman Z. 0 hrs. C& $ 9. 00 18. 00 Clerical 0. 5 hre. lea $ 6. 00 3. 00 Printing 12. 00 133. 00 P-486. 024 Observation of Sewer Ins vection by GE LCD Officer 2. 0 hre. ® $ 20. 00 40. 00 AMOUNT NOW DUE: . . . $ 807. 76 I) I I RECEIVE") JUL 151961 CITY OF TIGARD Rarly TO, 8009 S.6 I.41-WAUKl7 AVE. POST OFFICE SOX 091101 - •OATLANO. OREGON 07SOR ...o.+f (SOS) $114.0'721 M Suvwy Tu t y gril.c.8 la"''T 5 CHXCI CP P o.JEeT uiiciE , f1N�s/�6p - - v czm. `-- L4 �., IgLB IW6RTA - WARw WL ..W rA-n4jr �uM A2 f �t T 42 65wKE.. M�1'N (�; II : 3a .f�.M , H �nl►_ 'j'a r� 5 •L` V ( a CS V,2 f e, 13k-I N G Y Ix D 7I� 5 F,►vi sN,t O je,p. h► ll I KECusED Pir f3�►Nm Rk$101 D F R BORING _.._�i"12S 14Y T (y 11, l9 48 wlfRrMFfe ;Cle'.d Y _lp, PL i w to 33 r 2 IV A j 3 y 12 ► !. 6N G�E�trNcn -QI coudly g hK 57rl(eT17o E) S In 3� f60 j M 5 CING AIU" UrLaEt) )-IL FRom �01 CITY OF TIGARD, OREGON SAN1 .RY SEWERS PINE BROOK-BONITA INTERCEPTOR MONTHLY CONSTRUCTION ESTIMATE NO. l FOR THE MONTH OF Ably 1964 CONTRACTOR Lord Bros . Contractors, Inc. 9233 N. Calvert Avenue Portland, Oregon 97217 f i SUPPORTING DATA FOR CURRENT ESTIMATE The first section of the following pages contains the principal data which are the basis of the current estimate. For purposes of uniformity and to provide a convenient means of reference to contract prices, the form used in the original proposal of the contractor has been adapted for the use in preparing estimates. In explanation of such use the following statements should be noted. (1) In the column headed "Total Units'', the lower figure is the estimated number of units upon which the con- tract is based and the upper figure is the total number of such units the contractor has completed to date of this estimate or it is the estimated percentage of completion of items which are covered by lump sum prices, all subject to acceptance on final inspection; (2) The prices shown in the column headed "Unit Price" are those named in. the contract and used as the basis of this estimate; (3) The totals given in the Last column of the schedules show the total value of all work performed to date of this estimate under each respective irein. The Second section covers "Extra Work", and its details are ,iven in the copies of "Daily Extra Work Reports", which have been issued to the contractor during the calendar month for which this Estimate is made. -ie final section of these supporting data covers an allowance for materials delivered but not yet used. Current Estimate - Page 2 Tr the Honorable M:Lyor and City Council Tigard, Oreg.�)n Gentlemen: This monthly estimate for the construction of the Pinebrook- Bonita Interceptor Sewer for the City of Tigard is made in accordance with she requirements of the plans and specifications therefor and the contract with Lord Bros. Contractors, Inc. , contractor for this work. The following summary of the attached sheets shows the value: of the work performed and the amount due the contractor. (1 ) Value of scheduled work performed to date $ 41.%3.00 (2) Value of extra work $ —0— (3) Value of material on hand —0— (4) Value of all work to date (1) + (2) + (3) $ 41,943.00 (5) Less 10% retained $ 4,194.30 (6) Total payable to date $ 37,748.7G (7) Less total amounts previously paid —0— (8) Total amount now due $ 37,744.70 Respectfully submitted, r B cr_ - T.,ord faros. Contractors Inc. - cc eir?ent sneer - �� OW ei 63-P-220. 314 Current Estimate - page 1 SCHEDULE OF PRICES FOR TIGARD, OREGON SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR Item Total Unit Total No. Item Ung': Units Price for Item 1 Furnishing and placing 10-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: 11894 (a) 0'- 8' Depth lin. it. $ 8. 00 $ 15,152.00 (b) 8'- 10' " 9. 00 $ 891.00 (c) 10'- 12' 9. 50 $ 0 2 Furnishing and placing 12-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: 32 (a) 0'- 8' Depth lin. ft 9. 00 $ 298.00 262 (b) 8'•- 10' " " 'A" 9. 50 $ 2,489.00 295 (c) 10'- 1 2' " " 1W 10. 00 $ 20950.00 210 -- -. (d) 12'-14' 3M 11 . 00 $ 2,310.00 61 — (e) 14'- 16' 3" 12. 00 $ 732.00 3 Furnishing and placing 10-inch asbestos-cement sewer pipe in 650.00 casing pipe lin. ft. 1 30 5 "10 $ 4 16-inch, 1 /4'' (Addendum #4), casing pipe in place ;Lnd ready 4,550.00 for carrier pipe lin. ft. 1 30 35. 00 $ 5 Furnishing and placing both 8-inch cast ir-)n pipes for 3,400.00 Fanno Creek crossing lin. ft. 85 40. 00 $ �, i- P-220. 314 Current Estimate - page 3 SCHEDULE OF PRICES PINEBROOK-BONITA INTERCEPTOR Item Total Unit Total No. Item Unit Units Price for Item 6 Furnishing and placing 10"x4" concrete wyes or tee branches (7) complete with plugs each $ 12. 00 $ 84.00 7 Furnishing and installing 8'' 250.00 stubouts in manholes each 5 50. 00 $ _ 0 8 Connection at Sta. 0+00 lump xxxx 200. 00 $ 0 9 Connection to Bonita Road Pumping Station, including 100% 500.00 12'' cast iron pipe lump xxxx 600. 00 $ 10 Furnishing and placing manholes for invert depth of 8' or less, complete and ready for service: (a) Type A with watertight frame and c,:,ver each 500. 00 $ 4#000.00 (b) Type U with w-Aertight frame 2 and cover each % 400. 00 $ 800.00 22 11 Extra depth of Type A manholes lin, ft. 3P89 25. 00 $ 630.00 ! 2 Special manholes for siphon each 2 MW 4 50.00 500. 00 $ 13 Select bedding Cla3s B for the following sizes of pipe: L903 (a) 10-inch lin ft . PYl-�5 0. 50 $ A.50 (b) 12-inch lin ft Hill tl 50 $ 430.00 A Excavation and bedding below so Class B bedding cu yd. 4UT 6, 50 $ 325.00 15 Exfiltration Testing 235 35.30 (a) 10-inch lin. ft. 0. 10 $ 11b) 12-inch lin. ft. 0, 10 $ I E, Lumber left in trench MBM (0.2) 5 50. 00 $ 10.40 TOTAL VALUE OF SCHEDULED WORK TO )A11: $ (A-P-220, 314 Current Estimate )age 4 FOP p STF2Ti=n, ]PIGS 1MG u � � II 1581 (fir" rasfl�(� lu'KaV I, --.-- __--I J o(3 `,T w i C F. S NowU 51!09 7 OP, PE SaaN , , Mcvl.--G> 7c, Bit L.D►.N a. rev Tilis .T�.►''� ILA L y . _ hROJEdt C Nk-C KifO Tw rc WaS Intl, oN �__ _-.... �ioAO NND 'DRHiNpoF U tCN ori A�eMcr/r .0 Le piT Dqy kCy 3, r!9c8 Lo n1Nri2 SKNNy pM. 1 bra 1j _--_ i uJd2hiNa -0 W rail, 1311 1-+71ECkEP hR r INS T4& I . 000%f" 526 N.W. Canyon Road 313183 "f?TLF: INSURANCEBeaverton, Oregon 97005 ORDER No. ESCROWS Phone: 646.8181 CUSTOMER NO, City of Tiga_1 !� DATE ORDERED May 29# 19" 12420 S. W. Main St. Tigard, Oregon SELLER Aill, et ux ATTN. Keith C. Thompson PURCHASER L ORDERED BY INVOICE DATE Junes 17, 1968 'PURCHASER IS OWNER'S MORTOAGEF'S CHARGES AMOUNT $ $ 1,000.00 s $ --- -- PROPERTY CE5CRIFTION OWNERIS POLICY $25 .00 MORTGAGEE'S POLICY 2S1 12B 401 arb 32 PURCHASER'S POLICY CASH ADVANCEDI RECORDINGS: OEEDS ��G�IVEp A 1 p MORTGAGES , JUN 1 a 1966 JUN 2R h ° h TRUST DEEDS CITY OF 11GOD CITY OF CON'T'RACTS ASSIGNMENTS SATISFACTIONS REVENUE 91P.MP9 r AXFF I FNS T , ` " ' $25.00 Tia 526 N.W. Canyon Road 1111.E INSURANCE Beaverton, Oregon 97005 ORDER No. 313187 ESCROWS Phone: 646-8181 CUSTOMER NO. City of Tigard � DATE ORDERED May 29, 1968 12420 s. W. Main St. Tigard, Oregon SELLER L. R. Davis ATTN. Keith C. Thor-.-)aon PURCHASER J ORDERED SY INVOICE DATE June 17, 1968 PURCHASER IS OWNFF415 MORTGAGEE'S �• CHARGES AMOUNT s 1,000.00 $ ---- tlR,iPF_RTY nF4CRIPTION Pq / OWNER'S POLICY $25.00 ,TNAI D Y 281 12A 700 arb 12 JUz s 196e F_F_ Pot -ICY 1S POICY CIT J r OF +IGA8D PURCHASER IS POLICY CASH ADVANCED: RECEIVED RECORDINGS: DEEDS JUN 17 1968 ', ewh 00 MORTGAGES CITY OF Tjr,r11 RIJSI DEEDS CONTRACTS ASSIGNMENTS SATI5rACTIONS RRVENUE STAMPS TAXES 1 IFN S TO A1. $26..00 Twu 516 N.W. Canyon Road "lU uvsuRMCE Beaverton, Oregon 97M ORDER No. 313182 ESCROWS Phone: 6/6.8181 CUSTOMER NO, FCity of Tigard DATE ORDERED May 29, 19" 12420 S. W. Dain St. Tigard, Oregon SELLER Kroeae ATT-N. Keith C. Thp&pson PURCHASISR L_ -J ORCERED SY INVOICE DATE Juno 17, 1968 PURCHASER IS OWN F_R IS MORTGAGEE'S C H A RG E S AMOUNT s s 1,000.00 --- PnOPF_RTY DESCRIPTInN OWNERIS POLICY $25.00 281 12D 500 arb 33 MORTGAGEE'S POLICY PA PURCHASERIS POLICY SUN 8 1968 CASH ADVANCED: RECORDINGS: ,rl��►�so CITY OF TI CI GARO DEEDS 'V% �1 MORTGAGES so -,�\l. lz� TRUST OeFDS i./ CONT Rh CTS ASSIGNMENTS SATISFACTIONS REVENUE.. STAMPS TAXES 1_.IENS OT Al- $25.00 Too:;t& ! C "F"7 526 N.W. Ceny on Road T[TI.E INSURANCE Beaverton, Oregon 91005 ORDER NO. 313186 ESCROWS Phone: 646-8181 CUSTOMER NO. City of Tigard DATE 09DERED May 29, 1968 12420 S. W. Main St. Tigard, Oregon SELLER Claverie ATT-N. Keith C. Thompson PURCHASER L ORDEkacD BY 1 INVOICE DATA June 1,7, 1969 PURC IASER'S OWNER'S MORTGAGEL''S CHARGES AMOUNT $ $ 1,000.00 FROI'ERTY DESCRIPTION OWNER'S POLICY $25 .00 2S1 12B 100 arb 27 MORTGAGEE'S POLICY •Z PA PURCHASER'S POLICY r JUN Z8 1868 CASH ADVANCED: CITY RECORDINGS., 1, of T'GApo DEEDS Q •pe4rh MORTGAGES G�` ` r TRUST DEEDS 41N CONTRACTS ASSIGNMENTS SATI3FACTIONS REVENUE STAMPS TAXES LIENS T UTAI_ $`t .10 T4& fP 526 N.W. Canyon Road 313178 7111E INSURANCE Beaverton, Oregon 91005 ORDER No. ESCROWS Phone: 616-8181 CUSTOMER NO. City of Tigard DATE ORDERED May 29, 19" 12420 S. W. :fain St. Tigard, Oregon SELLER Casper Becker, at us ATT.. Keith C. Thompson PURC4/FSER L _J ORDERED BY INVOICE DATE Nuns 17, 1968 PURCHASER'S OWNFR'S MORTGAGEE'S CHARGES AMOUNT $ s 1,000.00 s s PRlil'f,RTY DESCRIPTION OWNER'S POLICY $25.00 MORTGAGEE'S POLICY 2S1 11A 1800 arb 13 Aq PURCHASE R'9 POLICY C/ N Pg 196g Ty Ot �� CASH ADVANCED. RECORDINGS: 4 DEEDS ��• ��60 MORTG 'AF-5 Y nn TRUST UEE09 cu.rRAcTB ASSIC.NMEN"r9 SATISFACTIONS PEVENUE 9"TAMPS TAXES L.I EIJS T4& 526 N.W. Canyon Road TITLE: INSURANCE Beaverton, Oregon 97005 ORDER NO. 313184 ESCROWS Phone: 646.8181 CUSTOMER NO. City of Tigard DATE ORDERED May 29, 1968 12420 S. W. Main St. Tigard, Oregon SELUERLaura D. Wanser ATTN. Keith C. Thompson PURCHAS<R City of Tigard L ORDERED BY INVOICE DATIr June 14, 1969 PURCHASER'S OWNER-S MORTGAGEES CHARGES AMOUNT % s 1,000.00 s $ Eame n t — - PROPERTY DE SCriIPT"ION A OWNER" POLICY $25.00 2S1 12B 300 arb 30 JUN 2 MORTGAGEE'S POLICY 0r PURCHASER'S POLICY r1GOD CASH ADVANCED: RF_CORDINGS; DCEDS MOR'GAGES T <UST DEEDS CONTRACTS ASSIGNMENTS SATISFACTIONS REVENUE STAMPS TAXES LIENS TOTAL. T4& ,d� 516 N.N. Canyon Road TITLE INSURANCE Beaverton, Oreton 97005 ORDER NO. 313176 ESCROWS Phone: 646-A181 CUSTOMER NO. City of Tigard DATE ORDERED May 29, 1969 12420 S. W. Main St. Tigard, Oregon te, BELLE" AGA Proportion L_ A'1TN. Reith C. Thompson PURCHASER J OROERZU BY INVOICE DATE Juno 14, i•3*AtR ' PURCHASER'S OWNERS N40RTGAGF..E'5 CHARGES AMOUNT------------------ s $1,000.00 $ s PROPERTY DESCRIPTION OWNERS POLICY 1 $25.00 Lot 68, PINEBROOK TERRACK, WCO-2S1 IUD 100 MORTGAGEEIS POLICY yl PURCHASERIS POLICY CASH ADVANCEDI !i RECORDINGS; .� C DEED MORTGAGES TRUST DEEDS CONTRACTS PA I D ASSIGN AEN!S ^1Uly 'T 9A1 9 V ACTI0N9 'rr OF ricARu REVENUE STAMPS TAXES LIENS To r Al- T4& 526 N.W. Canyon Road TITLE INSURANCE Beaverton, Oregon 97005 ORDc, NO. 313181 ESCROWS Phone: 646-8181 CUSTOMER NO_ City of Tigard DATE ORDERED May 29, 1968 12420 S. W. Main St. Tigard, Oregon SELLFR Thomas O'Halloron, ATrN, Keith C. Thompson PURCHAfHR et ux L ORDERED BY INVOICE DATE June 14, 1968 PURCHASER'S OWNERIS MORTGAGEES C 4 A RG E 8 MOUNT S $ 1,000.00 s PROPERTY DESCRIPTIONOWNERIS POLICY $25 .00 2Sl 12B 800 arb 36 1.IORTGAGE:E'S POLICY PURCHaSERIS POLICY CASH ADVANCEDI RECORDINUS; DEEDS MORTGAGES TRUST DEEDS PA , CONTRACTS UN 28ASSIGNMENT8 �UC.4 CITY OF TICARD 4A'T19F AC,T IONS RF_VF_NI.E STAMPS TAXES LIENS TOTAL $25.00 - ---- 1211% � P O BOX 7. FOREST GROVE ORE:TIGARD TIML'Jt AND AMC Pp BOX 23392. TIGARD,ORE. R t,46 *l¢LLg- THE VALLEY TIM[$ P O BOX 9P BEAVERTON. ORE TRI•CITy Times BOX 63 SHERWOOD. ORE T� ,'.r. "r, n t. "r -on 97223 PATE ADVERTiS-N.; BATF IN.:HES 0FI CHARGES CREDITS BALANCE CLASS LINES 6ALANCF FORMARt� _ - --- -SUN 2 8 ,Tune F-h c,, ' rl, , , CITY OF ' TIGARD a R U M M A R r q 1 A[. U U N T RFMIT 90 DAYS 6C DA,S 3o DAYS CHARGER BALANCE rARNEO AMOUNT P,JL. f: PAST DUE PAST L It PAST DUE hISCOUNT THE. I� II T4& 1 • � Maj 57.6 N.W. Canyon Road TITLE LNSURANCE Beaverton, Oregon 1)1005 ORDER No. 313185 LSCROWS Phone: 646-8181 CUSTOMER NO, y City of Tigard DATE ORCERE(May 29, 1968 12420 S. W. Main St. Tigara, Oregon SELLER Snyder, et al ATTN. PURCHASER L � ORDERED 9Y mvolcE DATE Jane 14, 1968 PURCHASER'S OWNERS Ml4 )RrGAGHEIE _ CHARGES AMOUNT $ s 10000.00 $ PROPERTY DESCRIPTION OWNERS POLICY $25.00 2S1 12D 200 arb 29 MORTGAGEE 13 POLICY PURCHASERiS POLICY i CASH ADVANCED! RECORDINGS; DEEDS 1 MORTGAGES TRUST DEEDS CONTRAC�B P ASSIGNMFNTS q � b SAT-I!�iFACTi�.•N9 JUS 8 1R69 RE VE.'JUE" STAMPS CITY 0; TIGARD rAXFS I IF.NS TOT AL $25.00 200 1100 HENR`T, J . CL,AVERIE TOO 213 5. Ik L, R DAV 15 401 i ' olo:� P+ S Y724 .eip BGeao P389 Soo INEZ L, GILL. 300. % JESSE J , / - QC•;. __ }%�I�f� ADRIAN GENEVIEVE I VFRr"EAH A . tNE V L� i v\iEAVER � r'S JESSE M. KROESE l3GG,O�P�Og i I SNYDER _. / 1 VVIL- 1 B6Gn P3RS 12,( .0 P3E� � '� 101700 f \' ROD►JEY G. I I \\\ ' 6r BETTY E. / BELANGER I ; I \ goo a3o9� p300 —HOh1A S M , u BETTY LOU I t O'HALLORAN c f -- --- I I � 1776, 1 � 1600i}I F334 Pivo 400 I WALLACE y ' TVAN E, & FRAN: E S 4 . l01 II GRACE M, 1800 ` L.ER 1� - 375 I I 1 ( I ' 4 .e, 1 tr 550 - ' I 'I I cAsPER A . EDITH C- BE(:,KER 700 BONI 'T'A Fi A P B ' �P474 1 - - - - - _ - i F 5TA? ISN " I -. .I 1 — _ uMPIN.T i Lois 790, aav 1 70 t DEv/RE D j Lt/:[ f1Jr?�(-✓P :,y SEWER 5.w. BONITA ROAD 2400 2500 12600 2700 2800 4000 4100 5000 5101 5100 w 5201 800 801 t �..1� Q I I 500 1400 100 I Q f A . G. A. � PINEbK-') ; A.G, A. I 5.T P,•� 1 i:RPo �. xNG . ( 13764 r . X 97. '= (=: «: r I J BC4C 40.1 co -, �n n Lo X 111 FINEBR.00Y—BONITA SEWER 5 OF 5 ""�..... 1 I 1 1 1 1 1 1 1 1 1 1' 1 I ') + .. _ _ .• ^ -^---••--- ..,.n. -SII/'' ', ,. . --- ,; �� •„>� :,� 'r,�ca�. - ,...: w«,i�rul+' � ..;, �r�,r _ IA1�i� • �� '�'st�,' 1 NOTE: IF THIS MICROFILMED ” ' ` - 3 4 5 6 7 8 9 10 11 12 124 URAWING IS LESS CLEAR THANr� THIS NCTI,cG4'ZT IS DUF. TO- .K--QUALITY OF THE ORIGINAL DRAWING. of ez ez a 9z sz trz Ea .Z2 �� oz e1 el t1 91 sl til C1 Ili 11all9 c 9 s v�- E z 1'""- """ d1161111111111111IllI 1111ftijf�111�11 ll�ll hNI� NIIIII1NlIlIlll' ! JULY 2 ray i k yjg ;i n,r u ttllw taw NW <C: 526 N.W. Canyon Road ,"TU tNSUitMCF Beaverton, Oregon 97005 ORDER NO. 313..77 P�CROWS Phone: 646-8181 CUSTOMER NO. Cl.ty of Tigard DATE ORDERED May 29, 1968 12.4.20 S. W. Main St. Tigard, Oregon SELLER AGA Properties, ^TTN. Keith C. Thompson PURCHAS@:R ORDERED 9Y INVOICE DATE .lune 14, 1968 PURCHASER IS OWNER'SMOR -GAGE F..'SA. `+V '« CHARGES AMOUNT $ S 1,000.00 $ FPOPFR—Y OFSCRIPTI"'-, OWNER'S POLICY ,�S',c,c-, Lot 2, PINBE DOK TERRACE, 'NICO.--2S1 11AD 500 MORTGAGEF_'5 POLICY PURCHASt_R19 POLICY CASH AOVANCEDt RECORDINGS: w a 17 1 D DrED3 MORTGAGES k CITY OF TICARDTRUsr DEEDS CONTRACTS ASSIGNMENTS JUN "f SATISFACTIONS REVENUE STAMPS TAXES LIENS T O l AL 2 T461 526 N.W. Canyon Road 11TI.1, itisuRnNcL Beaverton, Oregon 97005 ORDER NO. 313180 c;chows Phone: 646.8181 CUSTOMER NO. F City of. Tigard DATE ORDERED May 29, 1968 12420 S. W. Main St. Tigard, Oregon SELLER Brossmimu, et ux ATI'N. Keith C. Thompson I PURCHAORR . J ORDERED BY INVOICE DATE June 14, 1968 PURCHASER'S OWNER'S MORTGAGEEIS CHARGES AMOUNT S $ 11000.00 s s $25.00 OWNER'S POLICY PROPERTY DF_BCRIPTIDN 2S1 .12B 1600 -- arb 2 of Lot 5, WILSON ACPM,WCO MORTGAGEE'S POLICY PURCHASER'S POLICY CASH ADVANCED: J, RECORDINGS: DEEDS MORTGAGES JUN 28 15'E 9 TRUST DEEDS CITY OF TIGA40 CONTRACTS V #.f ASSIGNMENTS SATISFACTIONS RE.VF'NUE STAMPS TAKES I..1 ENS TOTAL $25 .00 FRr �R Ec +j i r� r,2Kr N� cW r�dgn pu u 1-H si"wFv , i Irl oro y l j).N 24, 1948 Tst)Ry e-, b ►V IN R D TuC's V14y CNtrk�� ► Q ?WI 6 C� A 'K1 FU CNtc Ki-v 7o B Tw c�_ i T/Iu2spRy -raWb 2�, (9 (. C / c l�C 1) 30 7�, I l7Rfl til(isP b• S GC7E17 w IT Mr T4& 526 N.W. Canyon Rvad ?ITLE INSURANCE Beaverton, Oregon 97005 ORDER NO. 313179 ESCROWS Phone: 646.8181 CUSTOMER NO. City of Tigard DATE ORDERGD May 29, 1968 12420 S. W. Main St. 71gard, Oregon SELLER Ivan Puller, at ux II ATTN. Keitb C. Thrompson PURCHASER I� ORDERED BY INVOICE DATE June 17, 1968 PURCHASERtS OWNERS M13RTGAGEEIS CHARGES AMOUNT $ s 1,000.00 s $ PROPERTY DESCRIPTION OWNERIS POLICY $25.00 MORTGAGEE'S POLICY 2S1 12B 1500--part of Lot 5, WILSON ACRBb, WCO. PURCHASERS POLICY CASH ADVANCED: RECORDINGS: DEEDS MORTGAGES TRUST DEEDS DECK EIV9EFD CONTRACTS .' JUN 19 1958 ASSIGNMENTS CITY OF TIGARD SATISFACTIONS REVENl1E STAMPS c / TAXES LIENS 1 L 1 T O T A L 1 � � $25 .Q0 4 of 4 8 ---- - -1, o i fG r U r iAWG, jjpT l46 W10M 19 -Suww4 at(iRTN b Movilrv4 1 r WE DN 'sQAy � 3una �, c�76$ t:Att(� GGe►�y �k ft5 03KtP i N► Rc ' �He. 1'n u azD, r968, k1EAT to -Sknot hr �k2MIS.5(ow Toco o..7si D E EMG. !o-sF. DrNifU by Q1,?!! CRW l{ew. vER, i 6RarA ,�og sr~�'A:R. FAGF- sr Rom j i 6 T A T H M 2 N T 11 S-41 Stevens,Thompson Runyan, inc. r i i Engineersl Planners PORTL-AND. OREGON SEATTLE. WASHINGTON TO: City of Tigard Tune 13, 1968 12420 S. W. Main street Tigard, Oregon 97223 ACCOUNT NO. 68=P-486 00A ` 68-P-220. 10/04 To professional engineering services in connection with special services as per agreement dated February 28, 1968. //l" (' May 1, through Ivlay .31 , 1968 P-2.20. 314 Pinebrook-Bonita Road Sewer Draftsm:.n 2. 0 hrs. (a $ 9. 00 $ 18. 00 Printinf, Charges 8. 50 $ 216. `;0 P-486. 034 OEA - Sewer Officer 4. 0 hrs. (p. $ 20. 00 80. 00 T•r. Draftsman 4. 0 hrs. Ca 9. 00 36. 00 Printing Charges 4. 80 120. 80 AMOUNT NOW DUE . . . $ 147. 30 JU14 i PRPLY TOi 8509 O.t.MILWAUKI9 AVC. - POST Or►IC2 •OX 02201 - •OwTLANO, OR[AON 0720[ •.+oti[ IRO71 234-0721 J J� J/ OrC I N JOI.rj al 0{ C0pv_t+..erGL Ti, /1 67 ?302 �'�o,, JzEr T f/� 1nc. , 67 X39 7� Pub wi y 6: sPp1", 67 ? 6 Jesse ��ydlcr- ✓ .' 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X11 S� �I �� r' CSI N� _ d �1 rl -i Tj to w nU '�l '1ccl \ � � _. . \ . \' u QI %S C1tR NI� N N ,� �J1 V1 N In .�. �!. •, C1• d, d; ' U .64 � �� • 1. � Q 'Z4� of � o I �,, �1 u1 �` ��. � �•• <t �`�� til Ll � (+� N - o - � r N � b W r• M... _.... C14 N R1 rh m m (nm N K1 m Ai \ ,V nJ N (V N N N N N . _.__--• � ♦� . \ �, Npps; � (`;� y \ \� •`� ; ,4 , i'tj �. � � �' �1 �l � �• � <} t�� tai �) • U � �, �� 1 w N Qj � 0 � 0 � �. �� i 1 2Q cQ ;✓,env► �r a c,lor-.--,oecppo c� _.. ✓'•:>�.•Mf�f�>�N,Y!N,fniµfq¢iWhq.,gfilt!1;1!i�1�M!Nt�1!)! _.�_._._. ..____ � .. .. ..... ..• .. .. f t'� �I �•4 DEPI,RTMENT OF HOUSING A14D URBAH DEVELOPMENT 1 �.� •' REGION VI NORTHWEST AREA OFFICE '"�,,„w+•'t 450 Federal Office Building Seattle, Washington 98104 May 23, 1968 i Mr. Robert K. Logan City Administrator C i t� Hall Tigard, Oregon 47223 Dear Mr. Logan: Subject: Project No. P-Ore-3289, Sanitary Sewers f Thank you for advising us that a portion of the above-entitled project has been placed under construction. We do not, however, agree with your computation of the partial repayment due at this time. While the total cost shown In the report may be $3,738,000, we base repayment of the advance upon the $874,000 estimate shown in Item 7 of Form CFA-430 submitted with the planning documents for review and payment of the advance. We have compu�ed the repayment as follows: 32.000 x $7,500 s $274.50 7 ,000 If yoti have no objectior►s to this computatiop, we will request our Accounting Branch on June 3, 1968 to issue billing in this amount . Sincerely Mrs Aouise Steele For L. R. Durkee Director MAY `l a iy�8 IT. p f 4 P Play 17, 1%8 i� 1 1 Lord •rothears Contractors, Zrio. P, O. Moot 17197 lurtlanC aregon bear girt Notice is hereby Qiren autho.-SInag your tirs +t,.� px•ae" with the tinebarook Bonita Zatersepter. Ndaloited are your =pies of the s,ignod Weeswtt, bon& ash Proposal. as submitted to the Cit f of Tiq&rcl. ,' Zt is my underntanang that Mo are desiring t^ start oWWtrMe- tion on the project on �:he 27+.11 of I y, 1l6d. i rwld Riese- i lose somr est, that yva superintendent and prself swat go"- ltime ctur al the rest hook to dimmas acerss to the projwvt, Ptapor*d W"O&Iiin g MA naftei rxy survey in.la"atiea. Sincerely, i Aaith C. "Wep ea llse�tor et �1ie Meeks •CT�1cD M al.11 •eine -..� ....>W• ...:JMIAJ'' Nam `M11Rrt.w N•�wry.JCO Ni PUBLIC WORKS CONTRACT BOND, City of Tigard MAY fl }958 State of Oregon CITY 0" 'i l " KNOW ALL MEN BY THESE PRESENTS, That we, ,Ard-Brorthers ,.,. {•: r. ,r,�, . T f3•Y 70 i Ee—re0ters-, ;no. whose address ss-ir-0 -4.. ....�F. Met— ' e�ewy as Principal, and Eisreera4--t. � ca, A -otrperatlft duly authorized to eonduat a general surety business in the State of Oregon, as Surety, are jointly and severally held and bound .into the City of Tigard, Or.:,on, a municipality of the State of ,oregon, hereinafter salle4 obligee, in the sum of se4--44h4"-+$*+y*44TxrQ4, .lawful money of the United States of America, for the payment of which we, as Principal, and an Surety, jointly and severally bind ourselves, our succeraors and assigns firmly by these presents. THE CONDITION OF THIS BONL AND OBLIGATION IS SUCH, that WHEREAS on the h day of _ A .1 the Principal herein executed a contract with the City of Tigard for the furnlshinr of materials, labor and equipment and other rsqu:rement.s fcr the performance of certain Sewer improvements known as *Ajwbreek-BR.n4+,-.-I•at`rcaptor within the City of Tigard, an more ifully set forth in the contract documents as described i• said contract all of which are by reference made a part Naeeef, NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the contract and shall well and trfily perform all matters and things undertaken to be performed under said contract upon the terms proposed therein and shall promptly make p,syments to all persons supplying labor or material for the prosecution of the work provided 2or in s,lch contract and shall not permit any lien or claim to be filed or prosecution against the State on account of any labor or material furnished, and shall promptly pay all contributions or amounts i due the State Accident Industrial Fund and all contributions or amounts due the State Unemployment compensation Trust Fund incur- red in the performance of said. contract and shall promptly, as due, make payment to the person, co-partnership, association or corp- oratior entitled thereto of4the monies and sums mentioned in Section 279.320 of the Oregon Revised Statutes, and shall promptly pay over to the Oregon 'Pax Commission all stuns required to be deducted and retained from wages of employees of the Principal And his sub-contractors, pursuant to Section 316.711, Oregon Revised Statutes, then this obligation is to be void, otherwise to remain in full force and effect. 'The total amount of the Surety's liability under this bond both to the Obligee and to the persons furnishing labor or materials, provisions and goods aid to any other person or persons, shall in no event exceed the penalty thereof. rrovided, however, that the conditions of this obligation shall riot apply to any money loaned or advanced to the principal or to any sub-contractor or other person in the performance of any such work, whether specific ally provided for in the contract or not. This bond is executed for the purpose of complying with Chapter 279 of Title 26, Oregon Revised Statutes, the Erovisions of which are hereby incoipor.:tted herein and m^de a part hereof. Said Surety for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the co..tract or to the work to be perfoemed there- under or the specifications 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 specilications. IN WITNESS WHEREOF, the parties hereto have caused this Boni to be executed in T�14 , Oregon, this day ofi'► I�9� bend-�ry (A true copy of the By:_= � (SEAL) Power of Attorney of must be attached to the (SEAL) original of this bond) �i Pr nc pa By: �Mhr1t11�M�- ` Attorney-In-fact - < ATATI-: OP 014FO0N 1 1 ra County of 1 7 On this day of 18 personally appeared the above nam. and acknowledged the foregoing instrument In be •.heir voluntary art and deed Before me. Notary 1'ublor fns nregon I My con n issinn expire, •TAT/M 9 N T Stevens,Tixompson & Runyan, Inc. NEngineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON TO, City of Tigard May 8, 1968 12420 S. W. Mail Street Tigard, Oregon 9722.3 nI I.rII �'� I Irl �mo.remm-srsr�as- . ACCOUNT NO, 63-P-2201104 68-P-486. 004 To professional engineering services in connection with special services as per agreement dated February 28, 1968. April 1, through April 30, 1968 P-.220. 314 Pinebrook-Bonita - Road Sewer Officer 4. 0 hrs. (6) $ 20. 00 $ 80. 00 Draftsman 7. 0 hrs. (0 9. 00 63. 00 Clerical 4. 0 hrs. 6. 00 24. 00 Ir' Printing Charges 11. 00 $ 178. 00 P_486. 034 OEA - Sewer Officer 13. 0 hrs. @ $ 20. 00 $ 260. 00 Draftsman 18. 0 hrs. @ 14. 00 162. 00 Clerical 16. 0 hrs. @ 6. 00 96. 00 518. 00 P-486. 014 Attendance at Council Meeting - Gilbert R. Meigs 25. 00 [Award of Pinrbr0111k-3onita Contract AMOTTN i NT�W DLJF $ 721 . 00 nt►ly To. 8808/.t.MILWAU1118 AVE. . POST OIMItl!SON 02001 • ♦OUTLAND. 01160ON 07209 •..o..� ieoal a»ora. 1 ��•- - �. � 3 r/.;PREDERICK A ANDERSON J ) ATTO,INEY AT LAW TIC,ARD PROFESSIONAL CENTER BBRg S• W. CENTER STREET P, 0, BOX 23008, TiC,ARD, OREGON 97223 � C/� n i q'�121 �t May 3 , 1968 C t r_y of. Tigard _ tty ecy mt March 11 Attend Council meeting (not billed 25 .00 on March bill) April 1 25 .00 2 Attend Traffic Court , 1 1/4 6 .00 2 Conf. with Mike Gleason , a Res . with resipect to Bancroft 1/2 1 17 .40 Acct . #1 to General Fund 1/4 3/4 10.05 8 Notice of Assessment l i.en 3 64.?_0 8 Ordinance for Election on Tax Base 1 1/2 26 .70 8 Hesolution on subdivision code 1� 1 3 /4 45 .45 8 Amendments to Subdivision code 25 .00 8 Attend Council meeting 25 .00 9 Attend traffic court , 1 hr l /2 2 .70 18 Letter to Severson re assessment 25 .00 16 Attend traffic court 24 .00 la Mem o on Rodgers annexation 1 , 12 .00 19 Conf , w/Keith & Doris on Rodgers 1/ 4 1/2 8 .70 19 Letter to City Admin. re Rogers 1/ 19 Retype Ordinance re subdivision 1 /2 2 .70 code12 .00 19 Research at courthouse on Rodgers 1�2 6 .00 22 Ord . re annexation, Rodgers et a] ) 1/7 12 .00 22 Letter to City Admin. re Rodgers ) 6 .00 22 better to Rodgers re annexation ) 1 /4 21 13.511 Secretarial. time for above ) 23 Review Pinebrook sewer contract 1 /4 6.00 papers Total $400 .40 Casts Copies of 2 Rodgers deeds at 5o cants each __. 1 .00 Total $401 .40 ! N[WS TIMES PO BON 7 FOREST GROVE ORF" TIGARD TiM[S AND AMC 1 42�/'� l�j 'A -+ � J BOR 23792 TiI:ARFI ORE -t �-`��I � It"�1"W-" TN[ VALLEY Timms i'0 BOR 98 BEAVLRTON ORE TRI-CITY TIM[/ BON 63 SHF.RWOOO URE TO City of Tigard 12);20 �;.W. I-lain 3t. "'iRard, Orevon (?7223 DATE ADVERTISING RATE fl+�-N[8 OR CHAT -.l - CREDITS MAI ANCE F ASs LINES BALAI-c F �iRWARU Ac�r.18-68 :Totice to Contractors 1�nnitary ;,ewers--!�inebrookp lonita Int, ry ptor 27.10 27,90 v S U M M A R i O F ACCOUNT — "'------------ CURRENF bALANC[ MONTHLY RFMIT TH y b0 DAYS SO DAYb �O OAYS CNARO[S EARNED AMC�.iNI it PAST-DUF PAST out PAST DUE VIlC.OUI T PAi L, b, —_ ?HE 19?H BID TALLY Tigard Pinebrook-Bonita Sewer Biii Opening: April 19, 1968 3:00 PM E)ra TOTAL, HID PRICE V. A McQuea ry Maurice F( ry Const. Cu. Lord Ernv . Salem Sand ars•' Gravel Marshall A5-oc. Cont. 5� �f3. _'L-5 G.-crge W. Ltn.i, Jr. Fuiten'o Plitr:_hin tuna Heating; 0 C. J, tilontag an'. Sone, Inc. � _� _ � ��• �� Triui-n Pioe an Const. Co. Oregon Con-str ition Co. /302, C) Dilmvorth Ccn tru.tion Cn. " Jamie: G. Rrhert .on A PO r • k •TAT M t N T S' Stevens,Tizompson & Runyan, Inc. •j� j; Engineers/Planners PORTLAND. OREGON siw'rLE. WAGHINGTON TO: City of Tigard April 10, 1968 12420 S. W. Main Street Tigard, Oregon 97223 ��. SPF; 1 , Aceouwt No. 63-P-22 0. 004 68-P-486. 004 To professional engineering services in connection with special services per agreement dated February 28, 1960. March 1, through March 31, 1968 P-220. 314 Pinebrook-Bonita - Road Sewer Officer 3. 0 Hrs. @ $ 20. 00 $,&W.-,0'r Draftsman 5. 0 Hrs. @ 9. 00 45. 00 ✓ Clerical 8. 0 Hrs. {d 6. 00 48. 00 153.6� P-486. 034 OEA- Sewer Plan Review bad Speci*ication Preps ration Officer 5, 0 Hrs. ( 20. ()0 148. 0r, AMOUNT NOW DUE = 253. 00 wt►ter vo, •r"4.e.#ALVVAUKW AVr. "61 ,DIINt tax*a Not • ►00rLM46. ONK0014 07902 - ...n.+. !nail •s•<, " STATEMENT S Stevens, TItiompson &L Runyan, Inc. ►�� j� Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON Tom` city of Tigard April 10, 1968 12420 S. W. Main Street Tigard, Oregon 97223 ACCOUNT NO. 63-77-2 I C. 68-P-486. 0041 To professional engineering services in connection with special services per agreement dated February 28, 1968. March 1 , thruugh March 31, 1968 U-220. 314 Pinebrook-Bonita - Road Sewer Officer 3. 0 Hrs. @ $ 20. 00 $ 60. 00 / Draftsman F. 0 Hrs. L' 9. UO 45. 00 - I "lerical 8. 0 Hrs. (�' 6. 00 48. 00 $ 153. 00 ` U P-486. 034 OFA- Sewer - Plan Review and Specification Preparation Officer 5. 0 Hrs. L0. 00 100. 00 AMOUNT NC, ,,/ DUF $ 253. 00 REPLY TOi 680E 0.9.MILWAIlKIE AVE. - POST OP/ICE SOX 02201 - PORTLAND. OREOION 07202 ►Hoy+[ (603) 274.0721 r. Xla /TATE MEN y�► - Stevens.Thompson 8t Runyan. Ing XYZ F.njuneerc/planners PC 04TLA':p. OREGON SEATTLE. WAGHINGTOP. January v T rd Ma in St ret•t it. k regtpi 9722 ti Corrected statement of December 1 1, 1 i 1 0 ' o professional engineering services in connection with special st, rvict � per agreement dated March 31, 1967. November 1, through November 30, 1967 i t I✓-220-21 Main Street 1 Draftsman 13. 0 hrs. uL $ 8. 00 $ 104. 00 P-1 - JPinebroo'c. - Bonita Interceptor Notice to Contractors 2 0. 24 Amount Now Due $ 124. 14 / 7/ 1 • sd S pip N 4 %t n Of TIG.�Rn ata.. To, ares+r.e.MI4wAUlt11t Ava. • seat 00,01aa sox asset • .oaTu►ao.eaaeom *-plot • •NONE uoai 2114•0721 ff Ut MMIRMERALM-2 S T A T E M E N T *i Stevens,Thompson & Runyan, Inc. �� 1 Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON M JarjUary 3, 1968 '-1ty of Tigard 12420 S. W. Main Street Tigard# Oregon 97323 Corrected statement of December 11, 1967 ACCOUNT NO. To professional engineering services in connection with special servivis :as per agreement datezd March 31, 1967. �y November 1, through November 300 1967 1 L' N-220-L I Main Street Or--iftsman 13. 0 hrs. C�. $ 8. OG $ 104. 00 P-2.'.0.31 Pinebrook - Bonk:; Interceptor Notice to 1:,ontractoreZ cl-Z-7- -- _� Amount Now Due . $ 1g4.24 lie`� 'ter SAN � oil 11[PLV TOi 8908 S.It,MILWAUKIK AV[. POST OFFICE SOX 02201 - PORTLAND. OpS4ON 07202 - LHON[ (eoa) 224.0721 S T A T E M E N T ti Stevens. Thompson & Runyan, Inc. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON TO: City of Tigard. November 10, 1967 12420 S. W. Main Street Tigard, Oregon 97223 ACCOUNT NO, 63-P-220 To professional engineering services in connection with special services as per agreement dated March 31, 1967. October 1 through October 31, 1.967 P-220-31 Pinebrook-Bonita Road Sewer: As&:,date 7 hre. C $13. 00 $ 91. 00 Travel 45 miles r 12� 5.40 Printing Charges 5.70 Amount Now Due $ 102. 10 PREPLY TC11 8809 •.R MILWAUKIR AV[. • POOT O►IIC[ BOX 02201 • PORTLAND. OR[OON 07202 P-ON( (602) 234-7721 TELID0N6 ON 226 - 7044 1 � ANNA - BOO I A CUIT6CTS DRYNAN & u U F � 5 T U T T R IINGIN4F0 3933 S. W. VLLIY AVENUE DORTLAN1), 0P1GON 97201 Lawson Construction Co. 2520 S. W. Multnomah Blvd. Portland, Oregon Re: James Templeton School C;cnilcnicn: The sewer line connection to the Pine Brook Addition sewer shows settlement in several places, more particularly in the easement between the two residences adjacent to the street. This situation has been brought to the attention of Mr. Brucken, the City Sewer Inspector, who has in turn called it to the attention of the school district. Due to the fact that this was done under your contract, we are in turn calling it to your attention. Fill should be placed over the settled portion as soon as possible. Yours sincerely, ANNAND, BOONE, DRYNAN & HUFFSTUTTLR By J. D. Annand JDA/ba cc-Mr. Fennell October 27, 1967 O C` O C9� 0 M F_ M a E R 9 (1 F 14 E A M E R I C A N I N S T I T U T E n F A R C H I T E C T S R (. Y WM. H. REILLY & CO. A. D. NUNAMAKER 621 PACIFIC BLDG., PORTLAND, OREGON 97204 223-6197 (AREA 503) RECEIVED October 11, 1967 OCT 21 1967 rITY OF TIG00 City of Tigard 12420 S. W. Main Street Tigard, Oregon 972.23 Attn : Pir . Keith C. Thompson City Engineer Pineb.rook Terrace 30, 000 GPD Rapid Bloc Plant Dear Mr. Thompson: Confirming our telephone conversation of October 10 on the subject plant, at the moment we can only assure you that we would be interested in purchasing the mechanical equipment presently installed on this plant. However, at such time as the plant becomes available for sale, there may be a requirement in the market for a 30, 000 GPD unit, and at that time we may wish to offer a bid on the plant itself in addition to the mechanical. items. Very truly yours, W. V. Reilly WHR:d1p Y� L� y / yr r �• J a 17L: � h i t Avoid Verbal Messages i CITY OF TICARD To. 411(L L : Pr m Subject 7- �� Date_ � �l� G• � � e �,w 1 Bs Bw Bs P.O. BOX 7, FOREST GROVE ORE TIOARD TEMt6 AND ASC P O BOX 23392 rlGARU ORE ��V ��""�--• 4 "n/ ms's- .� THE VALLtY TIMq PO BUX 911, BEAVERTCN. ORE TRI-CITY TIMte 80'k r,3 SHERWOOD URE TO City of Tir7,rird PATE AOVEP"SiNG RATE .HaS Ule CHAROkS K.REDITA RAI ANCF • t -_ASS ,. NF , BALANCE FORWARD 10/6/67 Le Tal: Notice Rids for con truetion of Sanitary Sewers Pinebro.A-Boni,n interceptor Pub. Supt. 28 1� r Oct. ,, 1967 $ 20.E RECEIVED / �t�VH•� T ,.,�e...y 'j "A SUMMARY OF y ACC ^ PNT CI RnENi MONTHLY REMIT Tl� -- Bh r.1 VS f^ DAYg 3,' 1,A',F K HAR,E} OAl_ANCE I ARNCD AMOlit r Il PAST DUE PAST UUE P•yl GUE PArD R' ---- PISLOUNT "TNF. I'fll ORE FFa .Iw IFFI♦ l - P O BOX 7. FOREST GROVE ORE TIOAITIMET ID AN _410 PO BOXX 23792 TiGARD ORF �t_ !__ / f�._.G, .t,.�•��_. THE VALLEY TOMBS P O yOX 98. BEAVERTON. ORE TRI•CITY TIMES BOX 63 SHERWOOD. ORE TO City of .i-I -ard INCHES ON GA'F AU:EA�'S.NG RATE CHARGES CREDITS •ALANCE ,;i.1,S5 ONES BALANCE FORWARD 10/6/67• Le fal! tdotice fids for con truct,ion of Sanitary Sewers Pi.nebrook-Bonita interceptor Pub. Sept. 28 & Oct. 5, 1967 $ 20.2-4 RECEIVED 0 C i 1 1961 SUM MAR- O F' A C.C O ll N T CURRENT MONTHLY REMIT THIP _ BALANCE EARNED AMOUNT IE 90 DAYS �80 DA1'g 30 DAY/ CHARGES PAID 1!Y PAST DUE PAVT DUE PAST DUE D19COUNT THE 1STH EES ♦ STATEMENT Stevens. Thompson & Runyan, Inc. Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON October 9, 1967 TO! City of Tigard 12420 S. W. Main Street Tigard, Oregon 97223 ACCOUNT NO. 63-P-220 To professional engineering services in connection with special services per agreement dated March 31, 1967 September 1, through Septem%.er 30, 1967 P- 220-31 Pinebrook Bonita Road Sewer: Associate 12. hrs. @ $ 13, 00 156. 00 Draftsman 5 hrs. @ 8. 00 40. 00 Chief of Survey Party 24 hrs. @ 7. 00 168. 00 Rodman or Chainman 72 firs. @ 6. 2.5 450. 00 Clerical 1 hrs. @ 5. 50 5. 50 Printing charges 3♦ 15 Travel 81 miles @ 12� 9. 72 AMOUNT NOW DUE . . . $ 832. 37 ✓,r � J CITY OF TIGARD REPLY TOI 0906 0 E.MILWAUKI• AVE. - POST OFFICE SOX 02201 •C`RTLANO. OREGON 07107 - PMONe (603) 014.0121 aI MI FREDERICK A. ANDERSON / ATTORNEYAT LAW (� TIGARD PROFESS ONAL CENTER v r BB06 a. W. CENTER OTREET P. O. BOX 23000. TIGARD, OREGON 07223 6%0-1121 0 "X October 2 , 1967 City at-'>; gL-d Spate Atty Secy Amt eptember: 1 Letter to Ore . Mutual Insur . l_/4 1/4 7 .20 7 Conf . on liability insurance IS on Murley problem 1/2 12 .00 7 Ord . Setting Hearing & related papers re Paulsen annexation 1 4.80 7 Ord . Setting Hearing & related apers re Cook annexation 1/2 2.40 7 l� w opinion to City Recorder re ray Nursery 1/2 1./2 8 .40 7 Law notes re Skourtes 1 4:80 8 Letter to Policeman's Association re Murley & Brown matter 1/4 3,4 9.60 8 Work on City Ordinances , Building Code , traffic 1 24.00 11 Ord. annexing Gould , Ems , et al lands 1�4 1/2 8 .40 11 Building Code ordinance 115 4 55 .20 11 Mem to Clerk, Police Court re t® cases-Schoenek & Brown-returned 2D, to Municipal Court 1/4 1-. 2 11 Rough draft - re S kourtes 12 .00 1/4 1�4 7 .20 11 Complaint re City v . John McKay 11 Attend Council meeting 25.00 12 Attend Traffic Court - 1 hour 25.00 ' 14 Law notes - rough draft 2' 12 .00 15 letter to Walsh re Murley & Brawn 1/2 2 .40 17 Revise Traffic code 2 48 .00 18 11 1 2;' 36.00 19 Municipal. Court Jury trial re City v . McAllister 3 72 .00 20 Letters concerning defense of Murley and Brown 1/4 6.00 20 Abstract of record re appeal 51,26.40 20 Mem to City Adm, re Nalleys 1 3/4 27 .60 20 Letter to Bush re Murley - Holden 1/2 3/4 15 .60 21 Ord . Setting Hearing & related papers re Mason annexation 1/4 1 .20 Page 2 . October 2 , 1967 Sept . Atty Secy f'. X 12 .00 22 Conf .. on Pinebrook contract 1/2 r �.r.. 24 Ord . Setting Hearing & Related 1/2 x .40 papers re Riverman annexation 25 Resolution re deficit assessment , 2 2 , 60.00 main Street . , 25.00 25 Attend Council Meeting 5m()�, 26 Attend Traffic Court 1/4 1/2 8.40 27 Abstract of Record Total $612920 Costs and advancements : Sept . 1 Certified mail - Oregon Mutual .45 Ins . Co. - McMinnville , Oregon 8 Certified Mail - National Police A45 Officers Association " 10 Porter Insurance Agency - Appeal Bond 8/30/67 8/30/68 10 .00 15 Certified Mail - Walsh, Lord , .48 Bissell & Brook(airmail) 11.88 22 Certified mail - Belanger _ .SU_ 624 .08 Total �-�—�� j DARY EXOWT Siff�IflAT 2014 M.W, x416 AIH. Mwtn�: 226.17111 publication of the, 110TICL To CONTRACTORS Ad No 24376 ganitary Stever was public as lifted Wow i for two days in the following l t I sit 27 and October 2, 1967 ? iCato OCT 12 �� '77 9 Tivard Oregon September 2"1, 1967 Mr. Fred A. Anderson, Attorney P. 0. Box 230 )6 Tirard, Orepor. 97221 bear Mi . Andes _--,.; ,..; This is ; n reply to your letter of Seatember 22, 1967. Suo 'ect: &.s iernt throur•h nur propel ty ror neress ty o a sewer line. How we re.,ilize that there is it sewer problem in the I nei chb,rhood , but we see ;o re,!s n wry we shnuld solve nomeo.ie elses rnbleris. Anyone with any brains knows 1 , that► .nre, p int- L ,) build :f bunch of houses side by nide trev w 11 n+pd seweis, rind Ghat sh Auld h.,,ve been made r+dequate he ore the h ,ur oto ire, a ,ermitted . We hilvP 1 ived here seventeen ,yPrirs, have rant needed a sewer - ;,d see. ., ) r-nsnn why we nhnu]d. Now the City nC l'ip'id hris o i Bred to :.ay us 4277. '�o fnr the use o, our ,:►rorierty. We apiee that is n -•ood sum nt' ^mtney for wi,nt use It will hnve. On the other hand, we like our pr-lperty the way it is, that is mhy we onu"ht it . We du not want ►t bunch of Mir w.,ohinery ulowtnr Nround destroy np it 's natural beauty. We do not wfir,t .rxy tree: out down. We lost a huge n nbe• of t7ees ' •i the Ootnber storm t-nd ,re dor't want to lnse ore ~,)r►:. Al sn we :,o, n horse thr►t uses th i e 4• ce n ,,: , . tv. P1 t mrP we su ?t► ►"eu to do wi Lh It .rh' In t� e , e, can r:T e (:ut down? Now I rind when we onnoot up to this sewer line it will :!net us $ 1,3 )0 or $ 1,400. That 1.9 quite a d i i f ere: ce : rom the $ 277.50 you o P pr us. We value nut sery ee to you its ueh of you value yours to us. Alan there Is a ^r►nthly sewer chnrRe we would have to nay . Now, about us chRypr nw the City a monthly cho ,re for using our uroperty. Tho city wnri-•er hr+s been here and also the city engineer. They hAvP erplr+i ned the si tunt:i-n t- us . We under A►•And thein' ;>reiblem. But they c:sn't seen to under stand ours. They say it won't onst yhu nnythiru•, you don' t have to he*k up. Why do thev make statements like thr+t when they krnw very well they do •,ot have the author± ty to br,ok ui) such a state--)ant. They must think ink we Pre nu ite St Did. At anytime 'n 'hp fl►tu• e r'n1o,- off ciril onn r o„ mn innp r,nd any "due to unsAnitnry conditions you must, h•iok UP t, the s-wer” . S.imilr+r nonu. oaces happen Pverytime "improvements" (wo upo the wn d loosely) are mode. Fred A. Anders.in Page Two Sept. 259 1967 We do not like the unt'n i r way Zheen eask—fonts sire be i nE bourht. You o f i'wPd us $1.50 per lineril foot. Some property owners were only pa'.d .50 and st)ll others, vnry i nr- 3m -,unts. What is fct ' r t+bout this. Also wtty 4h^u 1 d we with 1 1: 3/4 neres :,ay as much as another persnn V,::.t h,is 10 aer-.s thr.t will use th 9 same sewer? We st, -luld nr b! blv f, Al rrutlty for not wantAxw to help other ,)eo le with a ornbl ern, but no-one tasked us _f we erred i they bu It a hunt" nt' h-uses n Pinebrook. '1hev c,.iised tie r own -)rot-'.em, rind we a—,e getting sick or s i,tirw bAck and being tni-en advantage of. First the.,r dump their "chem oally treated - perteotly 100% pure' sewaFe ' n our beautiful little creek, whish WAS one of the reasn!,s we bouFI t this property. Well you ^upht to see ow "beautil'ul" creek now. There is not a livinp oreoturs- i .. it; r,nd st ,ok ref,. ss to dAnk from it . We our-ht to sue thA person or persons respon- sible for this , nut eve haven't. Next we wfq7e involurt� rily annexed into the City of Ti.F,trd n1 nnFr with PA , ebronk Aasinst our will. We do not wrtr:t to be in a city. To us it only pesos one more set of Tules. Not only do we hpve eaderal laws, State laws, County trws, but now C,ty laws. Next, a few months A,-o we looked out our back window and enw severf+1 en l oii t nr- rnund ;n our bFick yard. They didn' t eve,i havo the oourtpa-y to corse And knock on the door •,nd tisk 1 they might r-o ac ,oss our property to survey It. We should have taken the Shotgun alter thea, but we didn't. Well we f inrill say stop. Enouph is ennuPh . We rel'use t,-, sign these nr,.sement pspe s , uncle? the cond .tlons stat •ci. We made our o 1 fer to M' . TI ompeon .-+nd Mr. Logan that we d , riot wi+nt tiny nnnev from the city And will sign nnl v i , n , cost to us mtier a-mn-e hook uta beonses necessaryl, We think this ' s fO r nompenentinn for the use and distruo- tinn of oui property rind the inconvenience caused us. We believe it' you have rend this carefully, in all fairness, you onn unde- strand our reasoning. Copies tot Very truly yours, City Manaver - Robert Logen & j, • r✓ C ty EnF-i neer - Keith Thompson / Councilmen - Fl . Bergmann Mr. or pod 1 w4er N. Uel Rall Property owners Robert C. Moore 8115 S. W. Bonita Road Harvey L. Knauss Tigard, Oregon M, .ynr E. T. Kyle _... ..a.,. .._ _.... �. 4, Avoid Verbal Messages CITY OF TIGARD To From Subject_„Mr,— Rgl en'r�y�-aacn,�� ca Sept 1967 Attached are the notes taken relative to Mr. Belenger's Easement. fir. Johnson shows only one contact with him on August 16, 1957 wi.ta a note that Mr. Belenger desired the city to go down the road. I made several galls and trips trying to get together. with Mr. Belenger. The only r(-.al tangible miotinq was on the 9th of September from 6 : 30 to 9 :30 P.M. I explained to Mr. and Mrs. Belenger what we would be doing, how the charges would be made, cost, explained the ea3ement, etc. The proposal of 50C per foot w"s a joke to then, and they told me they desire to have no assessment, free connection and house rooked up by the city when they were foroe,! to do so. I explained that this would be a loss of $1,400.00 to the city for bonefit: they woul,I recti've.. :,Ir. Jelanger told me that he had been threatenei by Mr. Johnson as to legal action to he taken, after which I explained the procedure the city could take and that he would surely not get his asked amount, in fact he would be lucky to got what we v.•ere offeri.ncr. The r.iscunc-inr. about the eanument was for three hours. Mr. Logan called Belenger on the ..:-.-,th of September and discussed the easement with thea for an hour and could not make any sad way towards an agreement. :Sr. Belunger and 14r. Lagan again talked Monday morning and set tip R rinetinq :nor thit even{nr;. During the nveniiu3 Hr. Lagan found Mrs. Belenger to he the pro—'Aam and they were only agreeable to the casement under the same terms of free assessment and hook up of their house. Vere truly your.^,, xeith C. ThomVson N.CT/al O T A T E M E N T Stevens,Thompson & Runyan, ine. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON TO: city of Tigard September 11, 1967 Tigard, Oregon ACCOUNT NO. 63-P-220 To professional engineering services in connection with a�cial seri �s per igre-ment dated March 31, 1967. Au$us! 1, through August 31, 1967 P-220-31 Pincbrook Bonita ;load Sewer- v Axa--'aate 9. 0 hrs. (UP $ 13. 00 $ 117. 00 Fnginepr 2. 0 hre. r 11. 00 22. 00 Draftaman 2. 0 hra. (a 8. 00 16. 00 rlerical 4. 0 hro, n 5. 50 22. 00 Printing charges 6. 30 Travel 21 miles 120 2. ;2 AMOUNT NOW DUF . . . . $ 185. 82 1, S h' r ROPLY TOt 6906 V.6.MILWAUKIN AVE P00T OFFICE ■O%02201 PORTLAND. OR[OON 07202 (D03) 43♦-0721 A STATE MEN T Stevens,Thompson 8Z Runyan, Inc. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON I TOt City of Tigard September 11, 1967 Tigard, Oregon ACCOUNT NO. 63-P-220 To professional engineering services in connection with special services 1, agreement dated March 31, 1967. August 1, through August 31, 1967 P-220-31 Pinebrook Bonita Road Sewer: Associtite 9. 0 hrs, @ $ 1 i, 00 $ 117. 00 Engineer 2. 0 hrs. @ 11. 00 22, 00 Draftsman 2, 0 hrs. @ 8. 00 16. 00 Clerical 4. 0 hrs. @ 5, 50 22. 00 Printing Charges 6, 30 Travel 21 miles @ 12� 2, 52 AMOUNT NOW DUE , . . . $ 185, 82 SEP i ,' I REPLY TO •EOE 0 6 MILw AUKIR AVE - POET OFFICE •ox ORN01 - •OATLANO. OIwEOON 0720E ►wawa (%02) 294-0721 r�b tj fn IN. �1 ti 4 A �J � v I r � .til �J �"• of G � w \ 1 � � x 1 .1�?��'ri.a--yL� C� �' -�rt.r.4',-ria-a�_� - •'�C� 1 September 5, 1967 4 Mr. Jesse J. Snyder Mrs. Jessie Maye Snyder Miss Verleh Arlene Snyder ;7775 S.W. Bonita Road Tigard, Gregon 17 Dear Mr. , Mrs. , and Mise Snydert This is it, response to our discussion concerning acquisition by the City of Tigard of an easement over your property for construction of the Pinebrook-Bonita Interceptor. As we discussed, you accepted my offer of $300.00 for the easement: across your propert.y as described on the attached easement papers. It is under- ,st,00d that this is an option on the part of the City to acquire this e4sement for the above amount and that $50.00 will be paid initially as good fait'1 money, when you sign the easement document. The remaining amount, $250 .00, w1.11 be paid to you on September 12, 1867, if approved by the Tigard City Council. In the event, the Mayor and Council of the City of Tigard does not ratify my agreement with you, the easement papers will be returned to you by the City and you in turn will return the $50.00. The City of Tigard agrees to the following: 1. Any excess dirt from digging on your property will be placed at a position of your desire. 2. The contractor wil:. tamp the ditch after project completion. 3. Mr. Snyder will take the fence down and put it back up. 4. The tree which is along the ranno Creek will be tunneled under. In addition, as we discussed, no payment is required until your property uses the sewer line. When your property doers connect to the sewer line, assessment to ppur property will. be $8.50 per lineal foot. Again, no payment is required until actual use of the line is made by your property. y 1 Mr. Jesse J. Snyder Mrs. Jessie Mayo :nyder Mise Verleh Arlene Snyder September 5, 1967 Page 2 I have asked Mr. Keith Thompson to present this letter to you and notarize signatures on the easement papers. If there are additional questions on this matter, please do not hesitate in calling on me. Sincerely, I� CITY OF TIGARD i RobertLan City Administrator �kl;sb d� Keith Thompson D f ®r f � SPECIFICATIONS For Construction of SANITARY SEWERS PINE BROOK-BONITA INTERCEPTOR For the City of TIGARD, OREGON City Council Elvin G. Kyle, Mayor Floyd H. Bergmann Edward P. Saxe Harvey L. Knauss Robert C. Moore IRobert K. Logan, City Administrator 1967 r7 r.- 1 Stevens, Thompson & Ru nyan, Inc. Engineers Manners ADDENDA TO SPECIFICATIONS FOR CONSTRUCTION OF SANITARY SEWERS PIN EBROOK-BONITA INTERCEPTOR FOR CITY OF TIGARD, DR.EGON The following Addenda are issued this 20th day of July, 1967, and are hereby made a part of the Plans and Specifications for Construction of Sanitary Severs, Pinebrook-Bonita Interceptor for the City of Tigard, Oregon. ADDENUU: CERTIFICATE OF INSURANCE This is to certify to: That the following described policy or policies have been issued to: (name and address of insured) By the (name and address of ir_surance company) Description of contract:_ Limits of Policy Expiration Type of Coverage Liability Number Date 1 . Workmen's Compensation Statutory 2. Employers' Liability $ Bodily Property Injury Damage ' 3. Comprehensive General Liability _ A. Premises & Operations $ $ B. Blanket Contra; tual $ $ �Independent � $ $ C. Sub-contractirs $ $ Products alar. $ -'� $ D. Completed Oper.i+ions $ _ _ $ 4. Comprehensive Automobile $ $ Liabilitv (owned, hired & $ $ non-owned) 5. Other Expires 12:01 standard time at the address of named insured stated herein. ,'!Indicate the following property damage liability features: Yes 1140 1 . "Broadform" including occurrence and care, custody, and control 2. Explosion, collapse, and underground damage exclusions The insurer agrees that it will notify in writing, of any material change, expiration or cancellati-an of the above described policies not less than 30 days before such change, expiration or cancellation becomes effective. It is further agreed the above named owner, his officers, agents (including the engineer) and employees are in- cluded as additional named insureds but only as respects the performance of the above described contract. (Name of insurance company) Date: Authorized Representative SPECIFICATIONS For Construction Of SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR For the City of TIGARD, OREGON k v CITY COUNCIL Elvin G. Kyle. Mayor Floyd H. Bergmann Edward P. Saxe Harvey L. Knauss Robert C. Moore - -- 000 - -- Robert K. Logan, City Administrator 1967 STEVENS, TI-iOMPSON & RUNYAN, INC. 5505 S. E. Milwaukie Avenue P. O. Box 02201 X00 PROFf.,r Portland, Oregon 97202 /0, y 4 , OREGON 6FRT 4t. M" TABLE OF CONTENTS PART I - SPECI.AL, PROVISIONS Section Description Pag e SP-01 General Statement and Extent of the Work SP-01 SP-02 Plans SP-02 SP-03 Time of Completion SP-02 SP-04 Prequalification of Bidder SP-02 SP-05 Other Requirements of Oregon Law SP-03 SP-06 Non-collusion Affidavit SP-04 SP-07 Payments SP-04 SP-08 Cost Data SP-04 SP-09 Progress Schedules and Working Hours SP-04 SP- 10 Access to Work SP-05 SP- 1l Surplus and Unsuitable Material Disposal SP-05 SP-12 Sign SP-06 SP-13 Guarantee SP-06 SP-14 Nondiscrimination in Employn)ent SP-06 SP-15 Federal Labor Standards SP-08 TABLE OF COI�ITENTS PART I.I - INSTRUCTIONS TO BIDDERS Section Description Page IB-01 Intent of Plans and Specifications IB-01 IB-02 Interpretation of Documents IB-01 IB-03 Examination of Site and Conditions IB-02 IB-04 Qualifications of Bidder IB-02 IB-05 Preparation of Proposal IB-02 IB-06 Alteration of Documents Prohibited IB-02 IB-07 Submission of Proposal IB-03 IB-08 Modification of Proposal IB-03 IB-09 Withdrawal of Proposal IB-03 IB- 10 Opening Bids IB-03 IB- 1 1 Award of Contract IB-03 IB- 12 Basis of Award IB-03 IB- 13 Rejection of Bids IB-04 IB- 14 Nondiscrimination in Employment IB-04 TABLE OF CONTENTS PART III - GENERAL CONDITIONS Section Description Page GC-01 DEFINITIONS GC-01 3. 1. 1 Definition of Terms GC-01 GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS GC-03 3. 2. 1 Inclusion of Proposal in Contract GC-03 GC-03 AWARD AND EXECUTION OF CONTRACT GC-03 3. 3. 1 Time Reserved for Award of Contract and Preparation of Contract Documents GC-03 3. 3. 2 Contractor to Furnish Bonds GC-03 3. 3. 3 Estimates of Quantities Approximate Only GC-04 3. 3. 4 Examination of Plans, Specifications, and Site of Work GC-0L 3. 3. 5 Amount of Contract GC-05 3. 3. 6 Execution of Contract GC-05 GC-04 SCOPE OF WORK GC-05 3. 4. 1 Intent of the Plans and Specifications GC-05 3. 4. 2 Increased or Decreased Quantities GC-05 3. 4. 3 Alterations in Details of Construction GC-06 3. 4. 4 Extra Work GC-06 3. 4. 5 Protection of Work During Suspension GC-06 3. 4. 6 Final Trimming of Work GC-07 3. 4. 7 Final Cleaning Up GC-07 3. 4. 8 Removal of Contractor's Equipment and Materials GC-07 GC-05 CONTROL OF THE WORK. GC-08 3. 5. 1 Authority of the Engineer GC-08 3. 5. 2 Deviation from the Plans GC-08 3. 5. 3 Interpretation of Contract, Specifications and Plans GC-,)8 3. 5. 4 Plans and Working Drawings GC-09 3. S. 5 Qlxality of Equipment and Materials GC-10 3. 5. 6 Specifications by Standard Designations GC-ll 3. 5. 7 Equipment Approval Data GC- 1 1 3. 5. 8 Cooperation with Other Contractors GC-12 3. 5. 9 Contractor to Have Representative on Work GC-13 3. 5. 10 Information Regarding Work GC-13 3. 5. 11 Notice to Contractors GC-13 3. 5. 12 Notice by Contractors GC-13 3. 5. 13 Surveys GC-14 3. 5. 14 Authority and Duties of Inspectors GC-14 TABLE OF CONTENTS PART iii - GENERAL CONDITIONS (Cont. ) Section Description_ Pate 3. 5. 15 Inspection GC •14 3. 5. 16 Unauthorized and Defective Work GC-15 3. 5. 17 Disputed Claims GC-15 3. 5. 18 Final Inspection GC-16 GC-06 CONTROL OF MATERIALS GC-16 3. 6. 1 Materials -o be Approved Before Use GC-16 3. 6. 2 Tests of Materials GC-16 3. 6. 3 Storage of Materials GC-17 3. 6. 4 Defective Materials GC-17 3. 6. c Ordering Materials GC-18 3. 6. 6 Materials Furnished by the Owner GC- 18 3. 6. 7 Manufacturer's Directions GC-18 3. 6. 8 Guaranty Period GC-18 GC-07 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC GC-18 3. 7. 1 Laws to be Observed GC-18 3. 7. 2 Permits and Licenses GC-19 3. 7. 3 Patented Devices, Materials, and Processes GC:-19 3. 7. 4 Sanitary Provisions GC-19 3. 7. 5 Public Safety and Convenience GC-19 3. t. 6 Barricades, Warning Signs, and Flagmen GC-20 3. 7. 7 Fe-ces GC-20 3. 7. 8 Safeguarding of Excavations GC-21 3. 7. 9 Use of Explosives GC-21 3. 7. 10 Trespass GC-21 3. 7. 11 Protection of Property and Persons GC-22 3. 7. 12 Restoration of Damaged Property GC-22 3. 7. 13 Responsibility for Damages GC-23 3. 7. 14 Contractor' + Responsil 'Iity for Work GC-24 3. 7. 15 Personal Liability of Et,gineer GC-24 3. 7. 16 No Waiver of Legal Rights GC-24 3. 7. 17 Insurance GC-24 a. General GC-24 b. Industrial Accident or Workmen's Compensation Insurance GC-25 c. Public Liability Insurance GC-25 d. Property Insurance on Project in the Course of Construction GC-26 3. 7. 18 Payment of Bills by Contractors GC-26 I TABLE OF CONTENTS PART II.I - GENERAL CONDITIONS (Cont. ) Section Description pa�� 3. 7. 19 Air and Water Pollution Laws GC-27 3. 7. 20 Use of Completed or Uncompleted Portions GC-27 GC-08 PROSECUTION AND PROGRESS GC-27 3. 8. 1 Prosecution of Work GC-27 3. 8. 2 Subletting or Assignment of Contract GC-28 3. 8. 3 Limitations of Operations GC-29 3. 8. 4 Water Supply GC-29 3. 8. 5 Use of Premises GC-30 3. 8. 6 Protection of Work and Property GC-30 3. 8. 7 Character of Workmen and Equipment rC-31 3. 8. 8 Temporary Suspension of the Work GC-31 3. 8. 9 Time of Completion of Work and Extension of. Time Limit GC-32 3. 8. 10 Annulment and Cancellation of Contract by Owner GC-33 3. 8. 11 Right of Owner to Do Work GC-34 3. 8. 12 Contractor's Right to Stop Work or Terminate Contract GC-34 3. 8. 13 Suits of Law Concerning the Work CSC.-35 GC-09 MEASUREMENT AND PAYMENT GC-35 3. 9. 1 Methods of Measurement and Computation GC-35 3. 9. 2 Scope of Payment GC-35 3. 9. 3 Alteration in Details of Construction GC-36 3. 9. 4 Quantities and Unit Prices GC-36 a. Lump Sum GC-36 b. Unit Prices GC-36 3. 9. 5 Claims for Extra Compensation GC-37 3. 9. 6 Payment for Force Account Work GC-37 3. 9. 7 Force Account Bills GC-39 3. 9. 8 Payment for Omitted Items GC-40 3. 9. 9 Partial Payments GC-40 3. 9. 10 Advances on Materials GC-41 3. 9. 11 Allowance for Materials Left on Hand GC-42 I3. 9. 12 Final Estimate GC-42 3. 9. 13 Suspension of Payments GC-43 3. 9. 14 Correction of Work after Final Payment GC-43 1 3. 9. 15 Payments GC-43 I TABLE OF CONTENTS STANDARD TECHNICAL SPECIFICATIONS FOR SEWER WORK Section Des ription Page SW-01 General SW-01 SW-02 Right-Of-Way SW-01 SW-03 Survey Monuments and Property Corners SW-01 SW-04 Interferences and Obstructions SW-01 SW-05 Traffic Maintenance and Protection SW-02 SW-06 Private Roadb and Driveways SW-03 SW-07 County Roads arAd State Highways SW-03 SW-08 Railroad Undercrossings SW-03 SW-09 Clearing and Grubbing SW-04 SW- 10 Cutting Pavement, Sidewalks, Curbs and Gravel Surfaces SW-04 SW- 11 Landsca,pea Areas SW-04 SW- 12 Trencb Excavation SW-05 a. General SW-05 classification of Excavation SW-05 c. Excavation Below Grade SW-05 d. Wet Excavation SW -05 SW- 1. 3 Tunnels in Lieu of Open Trench SW-06 SW.-14 Blasting SW-06 SW-15 Sheeting and Bracing Stn'-07 SW- 16 Sewer Grade and Alignment SW-07 SW- 17 Sewer Pipe SW-08 a. General SW-08 b, Concrete and Clay Pipe SW-08 c. Asbestos-Cement Pipe SW-08 d. Cast Iron Pipe SW-08 SW-18 Joints for Sewer Pipe SW-09 SW-19 Pipe Laying SW-09 SW-20 Branches SW-09 SW-21 House Connections SW-10 SW-22 Connections to Existing Sewers SW-10 SW-23 Manholes and Clean Outs SW-11 a. General SW-11. b. Drop Manholes SW-11 c. Manhole Covers SW-11 d. Clean Outs SW-12 Section Description paje SW-24 Backfilling SW-12 SW-25 Bank-Run. Gravel and Sand SW-12 SW-26 Replacing Pavements, Sidewalks, Etc. SW-13 SW- Measurements for Payment.. SW-14 a. Sewer Pipe SW-14 b. House Service Pipe SW-14 c. Sidewalks SW-14 d. Curbs SW-14 e. Bedding SW-14 f. Excavation and Bedding Below Class A or Class B Bedding SW-14 g. Select Backfill SW-14 h. Surfacing SW-15 i. Manholes SW-15 j. Testing SW- 16 SW-28 Tests of Workmanship SW-16 a. General SW-16 b. Infiltration Test SW-16 c. Exfiltration Test (using water) SW-16 d. Exfiltration Test (using air) SW-17 SW-29 Clean Up SW-18 a.. ;Ieneral SW-18 b. Sewers SW-19 c. Final Inspection SW-19 PART I SPECIAL PROVISIONS SP-01 GENERAL STATEMENT AND EXTENT OF THE WORK a. General. The work to be done under these specifications and the plans which accompany them consists of the construction of sanitary sewers, manholes, and such appurtenant facilities and work as indicated and required. The contractor will be required to furnish all labor, mate- rial, and equipment necessary for the construction of the systems as indicated on the plans and stated herein and to furnish all miscellaneous items required to complete the work. The work is to be constructed for the City of Tigard, Oregon, herein defined as the owner. This sewer project is to be constructed to provide gravity flow from the Pinebrook Sewage Treatment Plant, which will be abandoned when this project is complete, to the City's Pumping Station on Bonita Road at Fanno Creek and to provide for future gravity sewer connections. The owner reserves the right to make reasonable changes in loca- tions of sewers and/or manholes from those =l•..own on the plans and adjust glades during the construction of the sewer s,,stem, all for the purpose of better serving the City. Where indicated on they plans, or instructed to do so in the field by the engineer, the contractor Ciall provide appropriate: stubouts or outside drops in manholes for future sewer connections and shall close the ends thereof by suitable means to effectively prevent infil- tration. b. Subsurface Conditions. There may be water at some loca- tions. The extent of this water, of quicksand, or of other adverse eoil conditions is not known, but the design has been prepared with the intent of effecting a sewer that will be as shallow as is practicable and yet accomplish the objectives of the project. In preparing his bid, the con- tractor should recognize that these design considerations can allow littie if any sacrifice of depth to avoid difficult excavation. c. Connections. In addition to constructing the sewers, man- holes and doing other related work shown on the plans and described in these specifications, the contractor shall also make the connection to the sewer ahead of the Pinebrook plant and the system at Bonita Road. No flow will be allowed until the entire length of gravity sewers in the project has met the leakage tests. SP-01 ' I d_ Tunneling_. The highway crossing is to be placed by tunneling, boring, or jacking in a manner approved by the engineer and by the Oregon State Highway Department. Casing shall be paid by the foot of casing in place. Sewer pipe in casing shall be asbestos-cement, as shown on the plane, on skids. The upper end shall be sealed with concrete. Sewer pipe in boring pit shall be bedded as determined by the engineer in the field. e. Sewer Pipe. Sewer pipe shall be ASTM C -14 Extra Strength with ASTM C-433 rubber joint. Asbestos cement pipe per SW-17 will be acceptable. SP-02 PLANS Detailed plans for this project are shown on drawings which are bound separately and wh,, h bear the general title, CITY OF TIGARD, OREGON SANITARY SEWER SYSTEM PINEBROOK-BONITA INTERCEPTOR and file numbers and subtitles as follows: Sheet No. Title File No. 1 Plan & Profile 63-P-4LO-31 -71 1 7 2 Plan & Profile 63-P-220-31 -7118 3 Typical Details 63-P-220-31 -7119 SP-03 '1IME OF COMPLETION Time of completion for the interceptor sewer project shall be 75 calendar days from the date of execution of the contract. Liquidated damages as detailed in Section GC 3. 8. 9 of the General Conditions shall be $50. 00 for each and every calendar day that the date of final completion of the contract is delayed. SP-04 PREQUALIFICATION OF BIDDER Laws of Oregon require that all prospective bidders on public works construction must qualify therefor to the satisfaction of the owner of such works before the forms or other documents which are essential in the SP-02 preparation and filing of a proposal may be issued. It therefore will be presumed that each bidder will have applied to the owner for approval of his qualifications and will have received such approval before requesting that said forms or documents be issued to hire. Prospective bidders who heretofore may have qualified with the owner and whose evidence of such qualification is still acceptable may upon request receive the necessary approval without filing new proof thereof - all subject to the discretion of the owner. SP-05 OTHER REQUIREMENTS OF OREGON LAW The contractor shall promptly, as due, make payments to all persons supplying labor or materials for the prosecution of the work provided for herein and shall also, pay all contributions or amounts due the State Indus- trail Accident Fund on account of the performance of this contract. The contractor shall not permit any lien or claim to be filed or prosecuted against the owner on account of any labor or material furnished or con- tributions due said State Industrial Accident Fund. In case the contractor shall fail, neglect, or refuse to make prompt payment of any claim for labor or services (including payments to the State Industrial Accident Fund) furnished by any person in connection with this contract as said claim becomes due, whether said services and labor be per- formed for the contractor or a subcontractor, then the proper officer or officers representing the owner may pay such claim(s) and charge the amount thereof against funds which are or will become due to the con- tractor, but the payment of any such claim in the manner herein authorized shall not relieve the contractor or his Surety from obligations which result from such claims. The contractor shall pay not less than the prevailing wage rates established in the Tigard area. All reports and certifications required by Oregon Law Chapter 627 (1959) shall be made and filed. A list of pre- vailing wage rates will be issued as Addenda to these pecifica.tions. These will be listed from available data but will not be guaranteed as the latest established prevailing rates. Further, should the owner fad to issue a list of prevailing wage rates or should he issue such a list and it be made a part hereof, the contractor shall determine for his own information the actual rates of pay he must pay. No responsibility of any kind is assumed by the owner for errors in lists of prevailing wages or in their use. Any and all other of the laws of Oregon which ar�i applicable to work of the nature herein contemplated shall be observed in all respects. SP-03 SP-06 NON-COLLUSION AFFIDAVIT The owner reserves the right to require that any bidder, before being awarded a contract, shall execute a non-collusion affidavit in such form as will satisfy the owner that the bid offered is genuine, is not sham or collusive. and in no respect or degree is made in the interest or on behalf of any person, firm or corporation not named in the proposal containing such bid. SP-07 PAYMENTS Payments will be made to the contractor in accordance with Section GC-09, Measurement and Payment, of he General Conditions. Payments will be made by cash. SP-08 COST DATA If so requested by the engineer, the contractor shall furnish full information as to the pay of employees and the cost of materials or other items which are parts of the finished work or wi?1 become so. SP-09 PROGRESS SCHEDULES AND WORKING HOURS The contractor shall proceed with the work upon receipt of notice to proceed. See Section GC-3. 8. 1. , Prosecution and Progress. Tnis notice will be issued after execution of the contract and after performance bond and certificate of insurance have been received by the City. The contractor shall within ten (1 0) days, or within such time as determined by the engineer, after the date of the commencement of the work, prepare and submit to the engineer for approval a practical schedule showing the order in which the contractor proposes to carry on the work, the date on which he will start the several salient features (including the procurement of materials, ; .ant and equipment) and the contemplated dates for completing the same. As most of the work is to be done in residential areas, the con- tractor shall confine his operations to daylight hours. If the contractor desires, or if due to slow progress is required to carry on his work at night or outside normal working hours, he must submit an application to the engineer. A permit to perform work during other than normal working hours may be granted by the engineer provided the work is at a place and location not immediately adjacent to residences. If work at night is per- mitted, the contractor shall allow ample time to enable satisfactory SP-04 RAI�- MKMAKM� arrangements to be made for inspection of the work it progress, and he shall light the difference parts of the wor'c in a manner satisfactory to the engineer and shall comply with all regulations of the owner and the State of Oregon. SP- 10 ACCESS TO WORK Access to the work shall be provided as may be required by the owner or his representatives. Also, the contractor shall provide access to the work for representatives of the State of Oregon as well as the Federal Government for inspection of the progress of the work, the methods of construction, and for any inspection required by the officials of the State of Oregon or the Federal Government. SP- 11 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 contractor. In all instances 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 entitled tc: any reimbursement that he can secure by the sale of such material. b. Haul Roads. Roads and streets to be used by the contractor for the hauling of unsuitable or surplus excavation shall have prior approval of the engineer. It is the intent of the above restriction to limit the number of disposal sites. In no instances will the filling of odd lots in scattered sections of the City be permitted. Immediately after hauling operations have ceased over a street or road the surface must be cleaned of all debris and mud All costs incurred by the contractor for the cleaning of the roads and streets iri connection with the hauling of unsuitable backfill material shall be included in the contract price. The cost of the remL val of material which is suitable for backfill but cannot be returned to the trench, shall be absorbed in the contract price. The cost of removal of material which is unsuitable for bedding or backfill shall be absorbed in the unit prices for bedding, or for excavation and bedding below Class A or Class B bedding, or for select backfill as the case may be. SP-05 SP- 12 SIGN The contractor shall provide a sign at an approved location. 'T'he sign shall show the name of the project, the owner, the general contractor's name and that of the firm of the engi.neers. The sign shall be approximately 4 by 8 feet in size on painted 3/4-inch wa.turproof plywood and the lettering and painting thereon shall be as approved by the engineer. SP- 13 GUARANTEE Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material, equipment, and workman- ship, they nevertheless shall be so guaranteed against mechanical, struc- tural, or other defects for which the contractor is responsible that may develop ,r become evident within a period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall. be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. To support the above guarantees the contractor's performance bond shall remain in full force and effect for one year following the acceptance of the project by the owner. The bond shall be executed by a surety company authorized to do business within the State of Oregon and it shall be subject to the approval of the attorney for the owner. In addition to the above requirements, the contractor shall make his own determination as to the amount of the maintenance bond which will be required by any corporation or agency granting apermit for work to be done under these plans and specifications. Such bonds shall be in addition to that required by the owner as indicated above. SP- 14 NONDISCRIMINATION IN EMPLOYMENT During the performance of this contract, the contractor agrees as follows: SP-06 (1) The contractor will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employ- ment, without regard to their race, creed, color, or national origin. Such action shall include, but not be limited, to the following; employment, up- grading, demotion or transfer; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the owner setting forth the pro- visions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, or national origin. (3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the owner, ad- vising the said labor union or workers' representative of the contract- or's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employ- ment. (4) The contractor will comply with all provisions of Executive Order No. 10925 of March 6, 1961 , as amended, and of the rules, regu- lations, and relevent orders of the President's Committee on Equal Em- ployment Opportunity created thereby. (5) The contractor will furnish all information and reports required by Executive Order No. 10925 of March 6, 1961, as amended, and by the rules, regulations, and orders of the said Committee, or pursuant thereto, and will permit access to his books, records, and accounts by the United States Department of Health, Educations, and Welfare and the Committee for purposes of investigations to ascertain compliance with such rules, regulations, and orders. (6) In the event of the contractor's noncompliance with the nondis- crimination clauses of this contract or with any of the said rules, regula- tions or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Federal or Federally assisted contracts in accordance with pro- cedures authorized in Executive Order No. 10925 of March 6, 1961, as SP-07 amended, and such other sanctions may be imposed and remedies in- voked as provided in the said Executive Order or by rule, regulation, or order of the President's Committee on Equal Employment Opportun- ity, or as otherwise provided by law. (7) The contractor will include the provisions of paragraphs (1 ) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the President's Committee on Equal Employment Opportunity issued pursuant to section 303 of Executive Order No. 10925 of March 6, 1961 , as amended, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontractor or purchase order as the Department of Health, Education, and Welfare may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation wit:, a subcontractor or vendor as a result of such direction by the Departr.-ient of Health, Education, and Welfare, the contractor may request the United States to enter in such litigation to protect the interest of. the U sited States. SP- 15 FEDERAL LABOR STANDARD' The following attached Govern.lient form OM 1021 (Rev. 11 -62) entitled "Labor Standards" include requirements for contracts paid for in whole or in part by the Federal Government and are hereby made a part of these specifications. In addition the Wage Determination referred to in these "Labor Standards" has been requeetedandhas been included in these specifications. SP-08 (Rev.(Rev.1-tlU)-os .A®OR STANDARDS Jrm pproced. I Hudaet Bureau No, 88-R806. Contract Provisions (FEDERAL WATER POLLUTION CONTROL ACT) The schedule contained in the Wage Determination decision of the name and address of each such employee,his correct classification, rate of Secretary of Labor which is made part of these specifications furnishes the pay, daily and weekly number of hours worked, deductions made and minimum hourly rates of wages required to he paid to the various laborers actual wages paid. The Contractor will make his employment records and mechanics employed directly upon the site of the work embraced by available for inspection by authorized representatives of the Surgeon this specification, these rates having been determined by the Secretary of General,and will permit such representatives to interview employes dur- Labor to be the prevailing local wage rates for the corresponding classes ing working hours on the job. of laborers and mechanics employed on projects of a character similar to The Contractor will in addition submit weekly a certified copy of all ' the contract work as determined in accordance with Public Law 403 of the payrolls to the Owner, or his representative. Such copies shall be re- Seventy-fourth Congress, approved August 30, 1935, as amended. The tained, in accordance with instructions, by the Owner for a period of 3 Wage Rates contained in this decision are straight hourly wage rates. In years from the date of completion of the contract, and shall be available some areas r;anagement and labor organizations in the construction indus- for inspection by authorized representatives of the Surgeon General, try have collectively bargained for health and welfare fund contributions. The certification will affirm that the payrolls are correct and complete, Such contributions are not included in wage rates determined by the that the wage rates contained therein are not less than those determined Secretary of Labor for construction projects unless so specified in the by the Secretary of Labor and the classifications set forth for each laborer determination, or mechanic conform with the work he perforins. 2. No classifications of laborers or mechanics may be employed except 7. Apprentices will he permitted to work only under a bona fide ap- ' those designated in the schedule above mentioned. In the event that prenticeship program registered with a State Apprenticeship Council wage tares are desired for classifications not requested or classifications which is recognized by the Federal Committee on Apprenticeship, U.S. requested but not furnished, application or reapplication for such classi- Department of Labor;or if no such recognized Council exists in a State, fications and rates shall be made to the Surgeon General for transmission under a program registered with the Bureau of Apprenticeship, U.S. to the Secretary of Labor. Department of Labor. I 3. While the wage rates shown are the minimum rates required by S. The Contractor will comply with the regulations of the Secretary of these specifications to be paid during the life of the contract, this is not a Labor made pursuant to the Anti-Kickback Act of June 13, 1934, 48 representation that labor can be obtained at these rates. It is the respon- Stat. 948; 62 Stat. 740; 63 Stat. 108; 18 U.S.C. 874, 40 U.S.C. 276b, c, sibility of bidders to inform themselves as to local labor conditions and and any amendments or modifications thereof, will cause appropriate prospective changes or adjustments of wage rates. No increase in the provisions to be inserted in subcontracts to insure compliance therewith contract price shall he allowed or authorized on account of the payment by all subcontractors subject thereto, and will be responsible for the sub- of wage rates in excess of those listed herein. mission of statements required of subcontractors thereunder,except as the Secretary of Labor may specifically provide for reasonable limitations, 4. All mechanics and laborers employed or working upon the site of variations, tolerances and exemptions from the requirements thereof. In the work will be paid unconditionally and not less often than once a week, lieu of mailing statements required by Sections 3.3 and 3.4 of the Kick- and without subscquent deduction or rebate on any account (except such back Regulations to the Fecrerol Agency furnishing financial aid on this payroll deductions as are permitted by the Anti-Kickback Regulations project, fie Contractor snarl submit all such statements promptly, as (29 C L'.R, Part 3)), the full amounts due at time of payment computed specified, to the Owner or to a representative designated by the Owner. I at wage rates not less than those contained in the Wefte Determination The Owner, or his representative, shall check the completeness of such decision of tate Secretary of Labor which is attached hereto and made a statements and their compliance with forms prescribed in the Kickback part hereof, regardless of any contractual relationship which may he Regulations. Such statements shall be preserved for a period of 3 years alleged to exist between the Contractor or subcontractor and such laborers from the date of completion of the contract and shall be rvailable for and mechanics; and the Wage Determination decision shall he posted by inspection by authorized representatives of the Secretary or Labor and the I the Contractor at the site of the work in a prominent place where it can Surgeon General of the Public Health Service. he easily seen hp die workers. 9 The Contractor will insert in each of his subcontracts the provisions 1. The Ownei, or i,,s rel,resentative,may withhold or cause to be with- set forth in stipulations 2. 4, 5, 6, 7, 8 and f0 hereof, and such other held from the Coutttctor so much of the accrued payments or advances stipulations as the Surgeon General of the Public Health Service may by ' as may he considered necessary to pay laborers and mechanics employed appropriate instructions require. by the Contractor or any sebcontrattor on the work the full amount of 10. A breach of stipulations 2 and 4 through 9 may be grounds for wages required by the contract. In the event of failure to pay any laborer termination of the contract. If the Contractor fails to correct any such or mechanic employed or working on the site of the work all or part of breach to the satisfaction of the Surgeon General of the Public Health ' the wages required by the contract,the Owner of his representative, may, Service within 10 days after the Owner's demand for such correction,then after written notice to the Contractor,take such action as may he necessary the Owner may, by written notice to the Contractor,terminate his right to to cause the suspension of any further payment,advance, or guarantee of proceed with the work or such part of the work as to which there has funds until such violations have ceased. been a breach of the aforesaid stipulations and prosecute the work to 6. Payroll recuids will be maintained during the course of the work completion by contract or otherwise, and the Contractor and his Sureties ' and preserved for a period of 3 years thereafter for all laborers and me shall be liable to the Owner for any txcess cost occasioned the Owner chanics working at the site of the work. Such records will contain the thereby ANTI-KICKBACK PROVISIONS 1. The Anti Ki khack Regulations issued by the Secretary of Labor under their contracts of employment In the event of failure to pay any (29 C F.R, Part 3) are applicable to this contract The Conttoctnr will laborer or mechanic employed or working on the site of the work all or comply with these Regulations incorporated herein by reference and any part of the wages to which he is entitled under his rnntract of employ. amendments or modifications thereof, will cause appropriate previsions ment, the Owner, or his representative, may, after written nndce to the to be inserted in subcontracts to insure compliance therewith by all Sub. Contractor, take such action as may be necessary to cause the suspension contractors subject thereto, and will be responsible for the submissinn of of any further payment, advance, or guarantee of funds until such viola- statements r-juirnl of suh,nntractom thereund,.,, except as the Secretary tions have ceased. of Labor may specifically provide for reasnnahlr limitations. rariatinns, 3, payroll records shall contain the information and he preserved as ' tolerances and exemptions from the requirements thereof In lieu of required by Section 3,4(b) of the Regulations. The Contractor will mailing statements required by Ses tions 3.3 and 3 4 of the Anti Kickback make his employment records available for inspection by authorized rep- Regulations to the Federal agency furnishing financial aid on this project, resentatives of the State Water Pollution Control Agency, the Secretary the Contractor shall submit all such statements promptly as specified, to of labor, and the Surgeon General, and will permit such representatives the Owner or to a representative designated by the Owner to interview employees during working hours on the job. ' 2. The Owner, or his representative, may withhold or cause to be withheld from the Contractor so much of the accrued payments or ad. 4• The Contractor will insert in each of his subcontracts the previsions vances N may be considered necessary to pay labnrers and mechanics em- set forth in the foregoing clauses hereof, and such other stipulations as ployed by the Contractor or any Subcontractor on the work (except for the Surgeon General may require by appropriate instructions. such deductions a•. are permitted by the Anti-Kickback Regulatinns (29 1. A breach of stipulations (1) through (4) may be grounds for ' C.F,It. Part 3)), the full amount of wages to which they are entitled ttrmination of the contract. a: "ANTI-KICKBACK" ACT, COPELAND ACT (d) infartiox of r/autai is iubcoarracri. The contractbr agrees to in- 'aITLE 18. U.E.C. sert the foregoing clauses (a), (b), and (c), and this clause (d), in all X74 Kiribacki from public worhi amployaai. ''Whoever,by force, subcontracts. intimidation, or threat of procuring dismissal from employment, or by NONDISCRIMINATION IN EMPLOYMENT any other manner whatsoever induces any person employed in the con- "During the performance of this contract, the Contractor agrees as struction, prosecution, completion or repair of any public huilaing, public follows. work, or building or work financed in whole or in part by loans or grants ^(I) The Contractor will not discriminate against any emp!oyee or irons the United States, to give up any part of the compensation to which app!.cant fur employment because of race,creed,color,or national origin. he is entitled under his contract of employment, shall be fined not more The Contractor will take affirmative action to ensure that applicants are than$5,000 or imprisoned not more than five years, or both." employed, and that employees are treated during employment, without regard to their race, creed, color, or national origin. Such action shall TITLE 40 U.E.C. (AS AMENDED) include, but not be limited, to the following. Employment, upgrading, §276c Sama; regulatioxi governing corrtrariori and iubrontrartori demotion or transfer; recruitment or recruitment advertising; layoff or "The Secretary of Labor shall make reasonable regulations for contractors termination; rates of pay or other forms of compensation; and selection and subcnntractnrs engaged in the ronstruc non,prosecution,completion or for training, including apprenticeship. The Contractor agrees to post repair of public buildings, public works or buildings or works financed in conspicuous places, available to employees and applicants for employ- in whole or in part by loans or grants from the united States, inrlud• ment, notices to be provided by the contracting officer setting forth the ing a provision that each contractor and subcontractor shall furnish weekly provisions of this nondiscrimination clause. a statement with respect to the wages paid each employee during the "(2) The Contractor will, in all solicitations or advertisements for preceding week. Section 1001 of Title IR shall apply to such state employees placed by or on behalf of the Contractor, state that all qualified ments." applicants will receive consideration for employment without regard to Reorganization Plaa No. 14 of 1930 (1 S F.R. 3176, 64 Stat 1267, race,creed,color,or national origin. S U.S.C. 133z note) "In order to assure coordination of administration ..(3) The Contractor will send to each labor union or representative of and consistency of enforcement of the labor standards provision of each workers with which he has a collective bargaining agreement or other of the (foregoing and other enumerated) Acts by the Federal agencies contract or understanding, a notice, to be provided by the agency con- responsible for the adminishstion thereof, the Secretary of labor shall trading officer, advising the said labor union or workers' representative prescribe appropriate standards regulations, and procedures, which sha!! of the Contractor's commitments under this section,and shall post copies he observed by these agencies, .Id cause to bt made by the Department of the notice in conspicuous places available to rnployees and applicants of Labor such investigations,with,respect to corspliance with and enforce- for employment. ment of such labor standards,as he deems desirable. "(4) The Contractor will comply with all previsions of Executive Order No. 10925 of March 6, 1961, as amended, and of the rules, regu• CONTRACT WORK HOURS ETAPIDAROS ACT lations, and relevant orders of the Presidents Com nittee on Equal Em- OVERTIME COMPENSATION ployment Opportunity created thereby (a) Osertime, regwiremeun. No contractor o, subcontractor rc:ntract• "(5) The Contractor will furnish all information and reports required ing for any part of the contract work shall require or permit an-, laborer by Executive Order No. 10925 of March 6, 1961,as amended,and by the or mechanic to he employed on such work in excess of 8 hours in any rules, regulations, and orders of the said Committee, or pursuant thereto, calendar day or in excess of 40 hours in any workweek unless such laborer and will permit access to his books, rm:ords, and accounts by the adminis• or mechanic receives compensation at a rate not less than one and one- trative agency and the Committee for purposes of investigation to ascertain half times his basic rate of pay for all hours worked in excess of 8 hours c3mnliance with such rules, regulations, and orders. in any calendar day or in excess of :0 hours in such workweek, which. "(6) In the event of the Contractor's noncompliance with the non• ever is the greater number of overtime hours discrimination clauses of this contract or with any of the said rules, regu- (b) Violatioar; liability for unpaid wage; liquidated damagrr. In lations,or orders,this contract may be cancelled,teriiinsted,or suspended the event of any violation of the clause set forth in paragraph (a), the in whole or in part and the contractor may be declared ineligible fuer contractor and any suhcontrumr responsible therefor shall be liable to further Government contracts in accordance with Procedures authorized any affected empluyee for his unpaid wages. In addition,such contractor in Executive Order No 10925 of March 6, 1961, as amended, and such or subcontractor shall be liable to the United States (in the case of work other sanctions may he imposed and remedies invoked as provided in the done under contract for the District of Columbia or a territory, to such said Executive Order or by rule, regulation, or order of the President's District or to such territory), fo: liquidated damages. Such liquidated Co nmittre on Equal Employment Opportunity, or a otherwise provided damages shall be computed, with respect to each individual laborer or by law, mechanic employed in violation of the:clause (a), in the sum of $10 for "(7) The Contractor will include the provisions of paragraphs (1) each calendar day on which such employee was required or permitted to through (7) in every subcontract or purchase order unless exempted by work in excess of 8 hours or in excess of 40 hours in a workweek with- rulers, regulations, or orders of the President's Committee on Equal Em- out payment of the overtime wages required by he clause (a). ployment Opportunity issued puts int to section 303 of Executive Order (c) U''ubholdtxg lot, unpaid mage and 1 quidated daxragri, The No. 10925 of March 6, 1961,as amended,so that such provisions will be Federal agency for which the contract work r! done or by which financial binding upon each subcontractor or vendor i he Contractor will take assistance for the work is provided may t'.rthhold, or cause to be with. such action with respect to any subcontract or petchase order as the ad- ministrative agency may direct as a means of enforcing such provisions. held, from any moneys payable on account of work performed by the includinp sanctions her noncompliance Provided, however, that in the contractor or subcontradnr, the full amount of wages required by the event the Contractor btromes involved in, or is threatened with, litigation contract an-4 such sums as may administratively be determined to be with a subcontractor or vendor is a result of such direction by the admin• necessary to satisfy any liabilities of such contractor or subcontractor for istrative agency, the Contractor may request the United States to enter liquidated damages as provided in clause (b). into such litigation to lro,-et the intere-ts of the United States." PHS-4705(Hark Ht,r t-0M1I t}U.s GOVMIM.1NINrINa 011/12:11M-0-19a10 sorer:s I T-11) U.S. DEPARTMENT OF LABOR OF=FICE OF THE SECRETARY WASHINGTON DECISION OF THE SECRETARY This cane is before the Department of Labor pursuant to a request for a wage prede- termination as required by law applicable to the work described. A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hell-by determined by the Secretary of Lahnr as prevailing for the described classes of labor in accordance with applicable law. This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor,and the wage rates and fri ige payments contained io this decision, including modifications, shrill be the minimums to be paid under any such contract by contractors and subcontractors on the work. The contracting officer shall require that any class of laborers and mechanics which is not lister) in the wage determination and which is to be employed under the contract,shr II be classified or reclassified conformahly to the wage determination, and a report of the action taken shall he sent by the Federal agency to the ;ccretary of Labor. In the event the inter- ested parties cannot agree on the proper clnssification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the contracting officer shall be referred to the Secretary for determination. Before using apprentices on the job the contractor shall present to the contracting officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U.S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U.S. Bureau of Apprenticeship and Training. The contractor shall submit to the contracting offleer written evidence of the estab- lisbed apprentice-journeyman ratios and wage rates in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions. Fringe payments include medical and hospital care, compensation for injuries or illness resulting, from occupational activity, unemployment benefits, life insurance, disability and sickness insurance,accident insurance (all designated as health and welfare),pensions,vaca- tion and holiday pay, apprenticeship or other sitnilar programs and other bona He fringe benefits. By direction of the Secretary of Labor, w LNr L-U SOL.1 106„3 . U. 5 DEPARTMENT OF LABOR OrriCE Or THE atCRETARI WASHINGTON YOTICE OF MODIFICATION -DECISION OF THE SECRETARY to: AF-ARMY-BIA-MM-BPA-CF-CFA-CG-EDA(OBL)-EDA(OPW)-FAA(AS)-FAA(I06)-FHA-FS-GSA- NAVY-NIH-NPS-OB-PIIS-PUD-RECL-UR-VA-WSPC U N,'01 fAR YC oaf l(�71n11 iY001p ICa TION NO. -_-- June l@, 1962 _.___�Dne --_-- oiu:nin.roN or�*OA. -- - -- - �Dtclllo.Nu r1 N' NAO-10,Q'(0 ___ I,October 17A-1967- Building, 77-196Z Building, heavy & highway construction CO " . I''rIF — - ------- ---- - ----- - I *See below. . -Oregon - --- lJpnn review of current data, changes as rioted helow, Art hrichy direr ce'. The rate In the enumerated wage determinstinn decision, as amended by pritvtuas modifi:a:.,ns, and as modified herein, are to be considered prevailing(or, to the Lase of the Federa, i-porr Act, as the minimum) in accordance with applicable law. ate Fringe Benefits Pay.em. R Yrly H&It I Pon long L Vacellon App. TR. Olhen CHAT ir.: Pnintcirst Brush $4.30 -15 .15 010 -025 Bridge; Structural steel 4.45 .15 .15 .10 .025 Spray 4.55 .15 .15 .10 .025 Hightower, over ' 0 ft. 4.90 -15 .15 .10. .025 +♦COUNTIES: Clackamas-Columbia-Hood River-Multnomah-S hprman-'fiasco-Washington JUN 7 1967 By direc-iuntei-f of the Secretary, Q s /.r-- fcIA I w � b .- - ._-- `� �� I dI � �G._•O m m m m'O��• QI I {U O ppq OOb 0-.000 �.� . . . U U ypQ O Y y II M 0 8 • A� �� e•i P.1 .60. 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O Y Y�6 4, <C C y •� y.Y d L .i � j�■r 5yn�3Y�,�,;�N�=��s ....� �Cog��s� qi '�a�O�gl��.�x��'�:S:SB :�hQ3ud'oeagYd��oc"'SSyCey •!««`O yd V y-: :`��A3 6 gs� C- "SY~�I� y`w3yv � SBYYR-'St .ly u�..��«8«� �.,�b�Y S.�S��B��B�il�$u°y�x9F3�]•S^�'N'�,5��1�0 N 6 � M J a > x� — { aaaa aaa "NN MID � r�{ I � " �r� RR RR RR I • K H ♦ Y ♦ N 6 .3 r N Or O RF y • U U 8q j b N F , N c a 8r E q 6°E v2'i €rus: •c Lo Y ,nYiE99�€.�i Eo N >w e e � e eono o� eoo.�eNo, �i� � 3 3i.1i.1�.3v'.�J I ' � ,.�,,.• ;i _ily�4� Hill ?P ILYz ��Rssy� fj r��r r< r�rrr yyLa+€c� ;zO �Ey p'o L �{Y�j��E yy„Yyry y,�Y■s� �! E 2 'ya a 0 8 I y� ' . F• Yyy X �C�y��.O ttpp.-..g� < ±a r:w i�6 Y B 6 Y M C C y� � �� j y�Y Y C O , Y V°w L I �O�V”r•'Y I•I I I i 1 �VY M �Y w i i � I � Y i i••• '=r;';ES3yy.•3��3SE ��2��YR.��°4R4o.��'�C' !•?�Pw� �yy' �yg�Y`R45t C L N L O�� : Y.Y I 0'�Y Y Y Y Y Y Y Y °,�, � p'�■ �Y Y M Y 9M � h U.S.DEPARTMENT OF LA60171 OFFICE OR THE SECNETAnr QQrr qrl WASHIOTON NOTICE OP MODIVICATI014 -DCC610;4 OF Vit SECRCTARY tfi-AlliY-DTI:-Di.!'f-DPA-CI'-CFA-CfI.I:C:1(GJL)»TL'1(Oe";I)»I'n�(Af3)-t'Ah(I&I•f3)-Fii1-I�••CS1-;JAvr- 1tIlI»li}TJ-Ol;»Pif 3»POD-RLCJ,-U}1-Y11-11;PC DATE or THIS MODIMATION.r MODIFICATION NO 18,_1 -------- CnIPTION OF.�OnK DECUION NO, EKPIeES A0-10,870 _Oot_obor 17.,_ 557 COUNTYSTATE r, lcifldts h,BYar_`?sirir c.Y_gc,nt. r tian �aS;,.�_ro7cr 1 Qro.Lar�- ------.- Upon review of current data, changes as noted below are hereby directed. The rates in the enumerated nage deterwi:lation decision, as amended by previous mndifications, and as modified herein, are to be r,,nsidercd prevailing(or, in the case of the Federal Airport Act, as the minimum) in eccor6mce with e.pplicnble law. cele _ __ prtn�•s fxnerlle payren!e ��-��-� , r Ileully �. KN a' ttnlnD Nis:7 fer,elr-c Yrettlen Apl,. Tit. TC,:Lera I"Lt.n,::cIIL f'Som jr Ct'.I t.^ c:pli.eertl 5.70:2 415 1`M1;I •02 koa^Or:'t •20 X15 Cc:1 t.r ir, rc Iftn.d recur. 50 .20 1.5 X'i 71' 00213inva+ co", (:'-0,; T2`Uq,f ti1'J..('i•O+ AC�=.::11C 11A)I Carp.:ai�2 ,{ rn t :h' 5.�3 615 PO*:-'. Cr;1-1V ?11t c,:r:toAlst cci :<1uL: Trv;-i: c':':vurat lJiO:i,^,1n;; L'Oi19r;C11O Pci• hof+• c:�lc�.c cont^_`i.t.:ti.on to V,:of+tio:2 I'Ll-de h. Itl::1v'1:!c• ^-20 pct• hoer c j;la; conil'ib• 1-ion to ba,e;.ti.nn Fu1:3. �CGU:1J7t8t C .r.1:... ar•Colu.'Si�•?:%od RI r,r••;:.11t2e::^tr•9hEti^t.:n-:!ti�Co-;' ' by direction of thr Sr;rrta-:- So,leltrin 'tx..!-it t E 1-CPF-IAT-_1_-2-3-o Page 1 of 2_rages Basic Ftinze Benefits Payment%Y- IADOWS Houllr --- Rahe H 6 M P.ml.n. Y.caw.n App.Tr. o1he., fRMP T �— Aspha t plant laborers; lsphalt spr%mders; Patch waleh anj groomers; Brush burners f cutters; Car Q truck loaders; Carnentor tender; Change-House ran or dry ahnck ren; Choker setters; Clean up lAtcreraj foinret.e laborers; Crusher feeders; Culvcrt, hand labor; Curinjj, concret.e; DcrO23 ticvt, t.TcckinC, % movinr 1phorcrsj Driller helpers; Uur,pers, Road oiling crew; Uu,,mt.�r.n (for rrrdin;+ crew); E7rvator feeders; Fence 1�uiL-cr(incl Cuerd tail., Median rail, Reference post, Otdde port, Right-ofrway worker); Fine rradorsj Form strippers (rot swinrihr stares); General lntorer9c TsnRacapinj; or planting 30.,orerej Levemm on s p•ersta opreade•r (Nntsty k similar tyres); Leidittf anotlnrs; Mbt'rHal yrrd ran (incl electrical); ritt.uburg7j ch1;.7_ oper:tnr or aimilar tyneoj Pcwderm-in helperj Reilroed track lat,or-eraj Ribbon er.!icrs (Inc attel forns); Rip P.;p mer (hnne rl-ced)j Rea purr t-r;;nrj SnWer lah;rj Skiprtnj SiCralrani Sloperej 3oraymenj State chaser-Stoke setter Oracle checkorj Stoclpilerj Tinker faller 3• tucker (hand lotor); Toolrnon r>An (r•.t job sit ); Tunnel bull gang (above rr•ound)j lleirh man— erus`uor al•frerate (whon used) GP(Ali 11 'IP—;l'ica`tor (in•l pot tender for s^c,Syinj; protective material by hand or nm%lr an utility lir:es or storage tanks on rro'ent; Ilrrnera; Chnkcr tlolicer j Cl!iry power sr-realer t similnr tyreai Cire -up no72lFr.-n•Orocncvttt,r (Corcre!e rc•ok, etc.); Concrete rower buF,E3rar.; reroli ti cn ts wreckir:r cherrtd ratcrials; Curite norzleran ten or; rhtnite Or Band blastirr pot tctider; Hea.11era or miners of all ratarinls of ar, 1n ltetin,; nature (tnel eFrant Panhole tuilderj Pe;:rrtool op., e--ne'_s tut no: limltea t,oc Chjppimf Guns, Iackhm. 7',ir, Psviri, breakers, Post hole digger, Air, Gas, or I Electric, Ta--era, %'ibratirr acrced, Cibrstcre (leas tt.an fill in diarleter)j P.lttcn Fatter, I hra�*j Pin rar ren (head), '!and rlacal; Sar:.! tlestinr. (vet); Sever tirter:r_n; T'_rtcr buckrra e. fallers, Rruah cutlers (;a�cr sar-)j Tunrel-INr:kers, Prakorrn, Concrete crow, Put CA'r (ur.derEro'�rd) L.^rK .�! .25 1-ORF-LA B-1-2-3-e Fame ? of 2 naGea LABCRiRS Basic F+Inge Benefits Parmentti Hourly — -- -- ---- Rates M 81/ Pendons Votatien App.Tr. Ocher■ ORLtiF 171 — -----.-- ArpKilt rakers; Bid grinder; Consrrto saw or, ; Brill dectnr; Drill operators, Air tracks, Cat drills, 'Jafon drills, fhil.ber-r punted drills, 4 other similar turas; Ganite nozzlcr.-n; tlirh scalers, rt.rirp,rs k driller (covers work in swinfine stzpes, chairs or beltz, under ext,•crrc cond'•tions unusual to nornil drillinf, binst.inf, twrring-do•.rn, or sl cpi ng ': strl opi nh); Pcv ierron; rarer i nw ons. (Rucking Q falling morchnntable logs)j Puriperetc nezzlrtmen; Sind blasting (Dry); Sewer pine layers; "Wel: liners, Orchor mechicca, Fnllnst. regulators, Nultinle tar:-u;is, Power jacks; %CCer oo.; Tunnel--Chuck tRndeTa, Nippers, tt Tinbermen; Vihratora (Gt' 4 larger,; Water blaster; Welder L.P" .25 .25 Ch%ilp ,n -Ttrmol mineral Tunnel po>!derTan u.5 .25 .25 S"IIIHM 7 =3L-]hs, 6 hrs 35.60 .lr .15 11. - ]P lbs, 6 hrs 36.id .1 .15 ll� - 22 1Fs, 1: hrs 38.25 0.5 .15 1? - 22 lbs, 6 hrs 5e.55 e15 .15 22 - 26 lFs, ;i hre 12,50 .15 .15 26 - 32 ]Ls, h him 1:1. '70 15 32 - 38 ]br, 3 h7. firm 1. '-� .1: .1.K 3P - 1,1i lbs, ? hrs Outside lock if €unre tenlor (Fer shift.) PC41ER EQU]_PmExr OPERATORS 1-ORE-PGOJ-2 3-c1_ Pnrtej�f_3..Fa¢:o_��.-- Basic Fringe Benefits Payments Hoerly —-- -- --- --,--- GROUP I Rote& ria w Pensions Vacation App.Tr. Others — MEIAH& DECI.•HA1a it used)-Cru01 r Roder, Powor (when requJrod)--ail.ers, all equipnant- -- —_ - - Oilers & Cable Tenders On Huckitg tuchince- Purpcan, under, Orr-Grade Checker-,Convoyor $4.86 .25 .25 GROUP II -lam WUJ3 TRUCK, single drum-Blade Op., pull type-Firemn-Dredge-Floating rerrick-Rotort- Shovel-H. D. Mechard c Roller- Grading-Rase & Surfaeim,..Truck Crani Oiler Driver-lhill H03ger-'e1e1,il.n9 Machins-Tar Pot Firetazn (power agitans) 4.96 .25 .25 GROUP III � 'Iti2ESC:rEl, portntic or at.atdonary urier 1&000 cu. ft.-Purnarrcan-D i.r••FJ.re.•an-C.riert Hog-Concrete St•.u, self propelled unit.Foik Lift-1 mhsr Sticker on r-snatruction job site- Lumher Carrier& on cons6ruetion job sit3- Duckst Movator Londu-, (Rarbor Gruei:a and sintilAi' t)-i:eti)•-1'u .ttl]..Purt,:rara, 41, L over•• Tanroi.r,; thchine, meohr,nical selr propo]l.Pd- Wiro Lit tachlry-LI•oontng titohiu., on corcret• pnvirg-Triml; Fionntod Asphalt Epvonlero••Itj,[.• draulio Pips Pr•ene (muster and Crater lit.$)- Oiler 01, c.luipment spread 5.06 .25 .25 GROUP IV *Y1MA•i•NA":M or si.i.0.3ar t.,pas•-Ccs.;act0i•, self propel led-Consrate I-oxer, sing73 dM i u, i,- 5 bac Q iwut pu:rYn-Loco,. and•r 1,0 tcni- Scned�Atpha_lt or clock Spread-r) 5.18 .?5 .25 GR?,ip v I _7 IL "d?*, ;9iG$, atation#4ry o•tev 1.0"" cu, ft,.- t Hach PIP-it 1�ttc:•iAl CGntrol Cp.(Portlat:d cs ant cot:crets r:ultiple unit H.vers)-Pill Bo.•. (C"!1` "'Y& Crsnss tr heists)-RGtst Cp., single dry„,-::':ip Sprread:r, Flaherty& at -11-actor• r Y ,i. •'_red cr crattler tm, 50 H. P. fl,7stht_r & um b,;-Tvat:115ng tachim, 7 ft. depth & urtderi FA.evAor Cps 5622 1%5 .?5 CROUP VI "kil;01;1 P1,1r, E1a11:3..A-1spiuslt Pe•;er Yra,.:r, Eavtvi Greene or sintlor• typt-rom_ cl-etn Pavlt`4 F ..ishirZ t'arhirc-Co:.arat; Pavi% SprenJ,r-D art:eid tt Front rrd Ina3:::, rvbb:r td r•c l typo Un-let, 21 cu. yds.-Rees. Spree'er•n cel r rcp.11ert (,"ttihring, AW si•alar BlY.no: Q tyF�e� I 5.26 I POWER EQUIF•1rEfIl' OPE11ATCPS (C0 01L) -0 0-1-2-3-d Pallo 2 of 3 Pages ' Basle Fringe Benefits Payments Hourly -- G• Rates H a M Pensiem Vacation App.Tr. W �Oth.e. .�RO�U�P.�—V:Q _.._ 7& 0l'., SELF PROPEIJ.ED (50 H. P. flywheel & undor)-Room Truck, single k double drums & "A" Framer doublo drum (includun Kar Crane) Centnnt PurT) (Ful-ler, Kenyon 4 rintlae)••Ocncre 3 Putap-Concrete 111rerr, einL•le &L-, 5 &n & ova - Churn Drill & Earth boring Ifacldx;-- Movating Grader (tractor tested rs.•quirine op. on Grader - Loconotive, h0 tons & lart;rr-Pur;)crate-Road Roller, finishitL high type pave r ent.-Tvwor Mobile-Tractor, ttith rerq sr, 2 & It ohnel (50 H. P. f -whscl & or Crrwler Type ties, 318 cu. yti. & under& front on-1 attacbments, (Fr r , Ferguson, D;:evo & similar typos).-RAilrond ''allast Regttlatcr, eelr pre- pelled-RaiJ.rot•.0 Potter Tanper, self prop:llcd- Railroad Trrlck Liner, self propelled-Railres.d Potter Tamper Jack, self propA].vl 5.34 .25 .25 ORMP VIII 69IiT'faA 11 Pl,'.GT (Diesel.-tlect;•it: when roquire by anployer)•ILatch Plant and/or wet mix op., 1& 2 druns-Kolr,•tn & Co-Cal Loadere 5.110 .25 .25 ORCUP IX ''f6i'i11r•h 11RE.ADI1Ir M;CHIte-Cruahi n Y:lard•H. b. Mecl,ardc or r:elder-Ovuriu•%d & Front Btrd Io^d• , rubbxr tired tyr3 21l es. yw.& undor 4 cu. yd .- SurfAce Heetr)r & Planer-Tractor, rubs; r tired or crawler type uver 50 H. P. f>Jwhoal•Su?.f Propelled Compactor, with do^.t,r blade-Jack, elevating barge.1•Statiornry Drag Scraper- Tren:hing Mikchire, over 7 ft. depth-Percuasio Drills (Quarr-/ MAnterI Gardner Lpnver, Robbi r Drill fbster, Joy& sintlar t.,,pea)-Rit GrIMe Coru:reto Cooling Plant.Cleaning& Doping, P.enr- in;, +trapping& Poring Michin:-Grizzly Op. 5.48 .25 .25 ORCUY X f irlU COM', CABLE& ROTARY D111LL MAC14I1.z, exploration and grout stork 5.50 .25 .25 GROUP XI kLrft`<<^BIIF•'�c�ing Fachinc-Shu•:o111 Lraglir._, Crane, Skoo;nr, or Ihrl-bco, tlr^er 1 cu. yd.- Truck Crar,3 25 ton& unier 5.5h .25 .25 GROUP ?II UM,_Ib.]. self propellei (over 50 H, P.), ilystheel2onbination Patch Plant & miltii'le units of 3 mixers or mora-Moirt, 2 or more active drums-FlevatinS Loader (Athey, & simtler types)-Pile Driver Enginoer-Tractor, with scraper (over 50 H. P.) 1713-:henl., T'd 20, IM 21, TS 2111 641 or sirt'.lar types-Hlado Mounted Sproadrre (Ulrich & similar types)- Tunnel Shield C-p. 5.58 .25 .25 'A MIER lQUIPMENT OPI'lUTCRS (CONTID) 1—ORE-PEO-1-2,3d _ Pan 3 of 3 pa cs _ Basic Fringe Benefits payments Hourly --- -- Rates H&M Pension& Vacation App.Tr. others ROUP XIII A i; A , up to 25 tons-Clamshell Dret', Concrete Paving Road Mixer (incl. @r,' rum)- Crane, Locomotive, Gantry, Mammerhea4, Over- head Bridge & Tower Cranes (Pecco, Linden). Derrick, live boom-£levatire Grador (cperated by tractor op., similar to Sierra, Euclid & Dumor)•Shovel, Dragline, Crarn, Skoop!r, or Backhoe (1 cu. yd, incl. 3 cu. yds.)-Truck Cranes, over 25 ton& incl, 40 ton-Packfillirg Machine 5.66 .25 .25 ROUP X rV b_5-9 C T (Robot)-Tractor, with rub�.zr Lire or crawler with tandom attachments 5.80 .25 .25 ROUP xv kT"4f,'l7-OUI7, iiAGIC.R, LETOURM4AU & similar- Nei-head & Front Eni Loader, rubb.r tired type, 4 cu. ;ds. & incl. 7 cu. yds. I 5.911 .25 .25 RCUP XVI .A41 e1Aij 25 tore & ovor-Cram, Whirloy j (Wkshincton, American, Colby or similar typos) Shovel, Draglinr, Crane, Skooper, or B;ckhoa, ever 3 cu. yds.-Truck Cranc, over 40 ton•Con- creto Slip Form Pavia; & Finishing M:tchin:i- Dverhead L Front End Loader, rubher tired typed over 7 yds. 6.10 .25 .25 TWO M f..SS ee'I` F:ia;e Baehr.pern.ah Itsl,t N e Y Fede.. V...,W. App.T.. Orion. Ttirk r.�rhar.lr-•doldr.r-Hedy repalrvan !4.834 .30 .25 - b%"p.4ter3 or alydlar rqu'prv+nt-all sues 4.73 .30 .25 Flaherty aarcecrr driver or lever•J•n; 14:Trd equ;lrrcr.t, Flrt ked a^ml-trailer, truck troller or doul•les trnrreorldnf equioa.er,t or ret or dry raterials; Luoder carrier d'a:cr- Strrddle eerrler - used in to direr, ctlocdlnP k irresr.ortinr of :ratcrl:.ls on fob s:te; O;1 distriFutor driver or lrvvrrun 4.68 .10 .25 Slum trick drlvrr or lovervnn; T;reran, fu11 tiro b..sia h-63 .30 .25 A-frarr or hydra.-lift truck y,/lord bearinc surface; Lnt:rication can, :Lel trnek drlvrr, Tireran, !gash rack, Steam elecner or corona- tion; Toamr delvers 11.91 .30 .25 Pattery retuildor; Pus or min-haul drlvrr; Concrete bijerles (power orPrated); Lift ?ithrys, Fork lima - all slacs - used in lnrding, wrlondinF is 'tt•araporling ruterial on dot, site; Leader and%or le-.i rsan cn cor.cretr dry bwtch plant, ranw lly orerrttAl Pilot car Sole Ont.1"0 b rdecrllan.:rry bedv trucks 0- 10 tnnal Truek 1piln•r; Tra.k eechanic brine:; ihrlhousoven (wireh;usc• rarts, Enol ran�. aur a chaser, checkers ' receitees) 4.53 .3n .25 Ihm trucks, side, Prd ., bottom dims, irel scrd-trucker % trains or ca.:hlnctlons therccf: ( cu yde 4 wider I.53 .3n .25 .ver 6 cu •'i's P. 1r;1 10 cu yda 11.63 00 .25 Over 10 or, )s1e 0• incl 21 cu yda h.83 .30 .25 (r.-et 20 cu yda t. Incl 30 cu yde 4.93 .10 .25 Ca•ar )0 Cl: yda '. incl It,' cu yda 5.03 .30 .25 Ovur hC cu !de ' incl 50 cu yds 5.13 .30 .25 Crnr 51 eu yds it incl [) eu yde 5.30 .10 .25 Carer GO cu yds S incl 70 cc ;:ds 5.110 .10 .25 '.`ransit rJx 4 wet or dry rdx trucks: 5 cu v+s I. undtr h.A1 .30 .25 Over 5 ev yda 4 incl 7 eu yJs h.73 .30 .25 ^ver 7 :t yde 1, 1r.cl 9 cu yds 4.°3 .3'' .25 Over 9 cu yds , incl 11 eu :,ea 4.93 .30 .25 Ovsr 11 cu yde 4 incl Il cu yds 5.n' On .25 Tv: or four wheeled trrct.or v/trailer cu.-t r- Turrer-P.ockrr or sim-1hr tt•,rj e;llrr:•nt 104 -It I cu .!e • -under 4.83 I •3'1 .?5 ('•tv;•. s C'. yes 4 incl 20 cu ;.'da 11.93 .11 .25 Over 2J eu yds t irrl 1' Cu yds 5.03 .3•i .?5 CNTV )0 cu yr I incl I' cr+ yds 5.13 .30 .25 1 nn•t 1 cu ;•ia 4 1n:1 5'1 cu yda 5.23 .30 .25 r%-Pr 5't cu SQi '. Incl �' en yds 5.51 .in .25 WJ tqr ra'U•:a C +,0 1.^O Lata 1:.51 'Al. .25 � Ir10 to 1100 t'ald Leri 00 .25 3^^0 is 5^)0 Ftls h.Fr .30 .25 5D).) to ?Cci fats 11.13 .3 Mrs 7'i"o rale �r1•i+rs ' helr't'. �.c:aSnp ea;iel -...-.t. •. :.15 per hour. ';i•n'h !r•.ck - '•a!'.s claas'.flca!!v, of `s ct winrt Is :Jur t."4. D'tv.I;.: AS,;iSIAN% 1'...r. (WCO-0) >S,Bi .20 .2, f rl.0'Ij.; tiler 11 .20 .21, ASSISIr.i:I G."ai•ErR (EI.MICIC, Y6,J. e0uSIU 1LLp); Sala J.16 ,20 .21; C-01MA1; [n„Inver 11dider 5.2! .20 .2.1 AS51s.u.1 1Ur1.1VAk (Wc'.r.tC wo',x F:) i,21 .7r .?.1 � I U.S. DEPARTMENT OF LABOR OFFICE Or THE OCCNLTARY Atli':Atli': ((}}A ti jU WASHINGTON NOTICE OF MODIFICATION -DECISION OF THE SECRETARY AF-AR W-BT A-BLIT-BP/,-CF-CFA-C V-EDA(013L)-EDA(OPW)-FAA(AS)-FA A(I WIS)-FHA-FS-GSA-NA VY- NTH-NPS-OE-OE(C-J)-PAS-?0D-H.SCL-iTR-DA-WSPC OAT[OF THIS VQDI,,FIICATIOM NOOIr ICATIO.NO -r+a TION OF WORN DCCFt10N NO. riNPINt{ A0-10�A 0 . ._Qotobor 17,. 1967 COUNTY •TAT@ Bu:ldin�_heavy 4 hiQhwa�congts•uction�� Upon review of current data, changes as noted below are hereby directed. The rate~ in the enumerated wage determination decision, as emended by previous modification,, and as modified herein, are to be considered prevailing(or, in the case Of the Feder&! Airp071 Act, as the minimum) in accordance with applicable law. t3i•le Frint•t3•n.Ui•rtYm•nrt._•.•.�.. ._ Hourly hu � ._ R�q� H h W Ftntlont V•cltlen App.TH f11!u•. ti•l.ovatln- c•onotrlrctory R50% •075 .7.25 G Trouorkere t Nein-forcing 5.25 .25 .15 .01 fl-rw.mentaI j Structural 5.110 .25 .15 601 c).1trihutes ".0^5 ret• hr,:x to HV Fand one ;•6055 Per hot,-. Fen?ice n Funi. ^.. Fwplo,,-ev credits 11% bar+C h^nrly rate of vmn'o,m2 with o-:,?r 5 yanrar rcr:.!,. end 2% bcaic hnurl;, rpte from F, months to 5 Venrs to VaeLtion Ftutd. Six pniJ holidays. r^-!t!IT1FSt ClackPtvts-Colnrr,Fie-Hood Pibcr-fdt>ltrtcmah-5hernler,-Masco«4taFlh'r,r`.s: 6y direction of th< Seg crery, XV,C.s / !�'.A Sellcitc: of L, 1 y i I PART H. INSTRUCTIONS TO BIDDERS IB-01 INTENT OF PLANS AND SPECIFICATIONS It is the intention of these specifications to provide for careful, thorough and workmanlike construction procedure in the installation of materials and equipment and in the manufa,ature and delivery of such materials and equipment. Th,, bidder to whom the contract is awarded shall furnish all the material and labor necessary to complete said con- tract in accordance with al) of its terms and conditions. The plans and specifications shall be consid-!red and used together; anything appearing as a requirement of either shall be accepted as appli- cable to both even though not so stated therein or shown. The engineer may furnish supplemental plans and specificatio••s to d':�fine more clearly any requirement of the original documents; these shall. be accepted by the contractor as of the same force and effect as though they had been included among the listed drawings and in case of any conflict between the listed and the supplemental drawings, the latter shall govern. The contractor shall not be entitled to extra payment because of his .:ompli.ance with the require- ments of such supplemental drawings unless they contain new requirements involving costs which clearly could not have been anticipated by an experi- enced contractor in his examination of the original listed drawfi)gs or could not reasonably be inferred therefrom as requirements of the contract. All specifications and notes appearing on the plans shall have the same force and effect as though they were repeated herein. IB-02 INTERPRETATION OF DOCUMENTS If a prospective bidder is in doubt as to the true meaning of any part of the plans, specifications, or ether proposed contract document, he may submit to the engineer a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt deliv- ery to the engineer. An interpretation will be made only by addendum duly issued by the engineer and a copy thereof will be mailed or otherwise de- livered to each prospective bidder. The owner will not be responsible for any other form of explanation or interpretation. 113-01 � w w IB-03 EXAMINATION OF SITE AND CONDITIONS Before making a proposa4, the bidder &hall examine the site of the work and ascertain for himself all the physical conditions in relation thereto. Failure to take this precaution shall not release him from his obligation as implied by the proposal he submits nor excuse him from performing the work in strict accor0ance with the requirements of the contract documents. No statement made by any o+_f;cer, agent, or employee of the owner pertaining to the site of the work or the cc nditions under which the work must be performed will be binding on the owner. IB-04 QUALIFICATIONS OF BIDDER The owner desires that this project shall be built by a contractor who is competent and adequately financed. Th - owner may request the bidder to submit a written statement to show experie ce in construction work of this character as an indication of qualifications and business standing. If required, the bidder may make his statement in such form 3s may seem appropriate but it should be notarized and Failure to cornply with this request may cause rejection of the bid which is affected. IB-05 PREPARATION OF PROPOSAL Bids must be submitted by filling in with ink (or typing) each and every blank provided for such purpose in the form headed "Proposal", or if the bidder is required to provide a special form appropriate to the natti.re of his bid ti,en such form shall be complete in all respects as required by tl' e specifications if it is to merit consideration by the owner. Where indicates, all blank spacer+ shall be fillet: in with words and figures. Written amounts shall take prece- dence where there is a conflict between the written amount and the figure. if the proposal is made by a partnership, it shouH contain the name of each partner and should be signed in the firm name, followed by the signa- ture of a partner or that of a person duly authorized to act for and on behalf of su:.h partnership. If made by a corporation, the proposal should be signed with the name of the corporation and the State in which incorporated, followed by the written signature of the qualified officer and the designation of the office he holds in the corporation. The address of the person, firm or corporation in whose behalf the proposal is submitted she.11 bp given. The bidder shall comply with all othQr specific requirements u, the proposal form. .B-06 ALTERATION OF DOCUMENTS PRO,-i:.I3ITED Except as may be provided otherwise herein, proposals which are incomplete, are conditioned in any way which the plana or specifications do not authorize, contain unverified erasures or alterations, include items which are not named in the proposal form or which are unlawful, may be rejected as informal. IB-02 IB-07 SUBMISSION OF PROPOSAL + Each proposal shall be completely sealed in a package addressed as required by the official advertisement, marked with the name of the bidder and the title of the project; it must be delivered to the addressee at or before the time named in said advertisement. IB-08 MODIFICATION OF PROPOSAL Change in a proposal already delivered will be permitted only if a request for the privilege of making such modification is made in writing signed by the bidder and the specific modification itself is stated prior to the sched- u'.ed casing titne for the receipt of proposals. To be effective every modifi- cation must be made in writing over the signature of the bidder; no other form of procedure will be acceptable. IB-09 WIT:IDRAWAL OF PROPOSAL A proposal may be wandrawn at any time prior to the scheduled closing time for filing bids. This may be done by the bidder in person or upon his telegraphic or weitter, request. A telephoned request for withdrawal of a proposal will not be recognized for ads purpose. If withdrawal is made person- ally, a written acknowledgment thereof will be required. After the scheduled closing tirne for filing bids, no bidder will be per- mitted to with3raw his proposal unless ,io award of contract has been made prior to the expiration of forty-five t45) days '.mmediately following the time when bids are submitted. Bids received after the scheduled closing time will be returned to the Bidder unopened„ IB-10 OPENING BIDS Al) proposals received prior to the scheduled closing time and which are not witidrawn as above provided will be publicly opened and read aloud even though there may be irregularities or informalities therein, except that any proposal which is not signed, will not be read and, consequently, will be re- jected without consideration, Tr'.- 1 AWARD OF CONTRACT n'ithin forty-five (45) calendar days after the opening of the proposals the owner will accept one of the proposals or reject all bide. IB- 12 BASIS OF AWARD The award will be trade to the responsible contractor who submits the lowest acceptable bid. IB - 03 IB- 13 REJECTION OF BIDS The owner reserves the right to reject any or all proposals or to waive any informalities therein if it is believed that the best interest of the owner will be served thereby. IB-14 NONDISCRIMINATION IN EMPLOYMENT Contracts for work finder this proposal will obligate the contractors and subcontractors not to discriminate in employment practices. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Execu- tive Order No. 10925. Bidders must, if requested, submit a compliance report concerning thptr employment practices and policies in order to maintain their eligibility to receive the award of the contract. Successful bidders must, if requested, submit a list of all subcontractors who will perform work on the project and written signed statements from author- ized agents c.f the labor pools with which they will or may deal for employees on the work together with supporting information to the effect that said labor pools' practices and policies are in conformity with Executive Order No. 10925 as amended by Executive Order No. 11114 and that said labor pools will affirma- tively cooperate in or offer no hindrance to the recruitment, employment and equal treatment of employees seeking employment and performing work under the contract or, a certification as to what efforts have been made to secure such statements when such agents cr labor pools have failed or refused to furnish same prior to the award of the contract. Successful b.aders muet be prepared to comply in all respects with the Contract Provisions regarding nondiscrimination, a copy of which follows. 111, - 04 i PART III GENERAL CONDITIONS GC-01 DEFINITIONS 3. 1 . 1. Definition of Terms In these specifications and the contract, the following words or ex- pressions shall be understood to have the meanings given below: AASHO American Association of State Highway Officials ACI - American Concrete Institute API - American Petroleum Institute ASA - American Standards Association ASME - American Society of Mechanical Engineers ASTM - American Society for Testing Materials AWS - American Welding Society AWWA - American Waterworks Association IEEE - Institute of Electrical and Electronics Engineers NBFU - National Bureau of Fire Underwriters NEC - National Electrical Code NEMA - National Electrical Manufacturer's Association UBC - Uniform Building Code "Bidder" - Any individual, firm or corporation formally submitting a proposal for the work contemplated, or any portion thereof, acting directly or through an authorized representative. "Contract" - The agreement between the owner and the contractor describing the work to be done and defining the obligations of the owner and the contractor in accordance therewith. It includes the "Specifications, " "Proposal, " "Perf(-rmance Bond, " and "Plans, " and. it includes also, all agreements of a supplemental nature that may be entered into during the progress of the work. "Contract Documents" - The plans, specifications, agreement, per- furmance bond, including all modificati.one thereof incorporated in the docu- mer.ts before their execution and all agreements of a supplemental nature that may be entered into during the progress of the work; the "Contract" includes all of the "Contract Documents. " "Owner" - The owner of the work, when it is completed as indicated in the official advertisement and named in the contract. "Contractor" - The individual, firm or corporation undertaking the execution of the work under the terms of the contract and acting directly or through his or its agents or employees. "Engineer" - The firm of Stevens, Thompson & Runyan, Inc. or any duly authorized assistant acting for the firm; the engineer being the agent of the owner. "Inspector" - The authorized representative of the engineer or owner assigned to o ,serve the work or materials therefor. -� GC-01 "Performance Bond" - The form of security approved by the owner, furnished by the contractor and his surety guaranteeing the complete and faithful performance of all of the obligations and conditions placed upon the contractor by tl".e contract. "plane ' - The maps, plans, and drawings as listed and referred to in the "Coi. .act Documents" together with any additional maP3, plans, or drawings furnished by the contractor if and when they are approved by the engineer; also any supplemental drawings furnished by the engineer to the contractor and also all approved shop drawings subs-refitted by the contractor and approved by the engineer, all as provided elsewhere in these specifica- tions or other contract documents. "Proposal" - The written proposal of the bidder on the form furnished for the work contemplated and which is required to be signed by the bidder. "Proposal Guaranty" - The security to be furnished by the bidder as a guaranty of good faith to enter into a contract for the work contemplated if it be awarded to him. "Right. of Way" - The area provided by the owner for use in con- structing the work covered by the contract, including the appurtenances thereto. The right of way so designated may be either temporary or per- manent. "Specifications" - The directions, requirements, explanations, terms and provisions pertaining to the various features of the work to be done, the manner and method of performance, and the manner and method of measurement and payment. The specifications include such directions, requirements and explanations as appear on the plans. "Subcontractor" - Any individual, firm or corporation acting fur or in behalf of the contractor in the execution of all or any part of the con- tract. This does not include those wor.-ing for hire or suppliers of material or equipment except that production of materials or supplies at the project site shall be deemed as being produced by a subcontractor where such is not produced by the contractor's own forces and equipment. "Supplemental Agreement" - Any wri`ten agreement or understand- ing entered into between the contractor and the owner to supplement or clarify, or alter the plans, specifications or contract, or to r.,therwise provide for unforeseen work, contingencies, alterations in plans, and other matters not contemplated by or adequately provided for in the plans and sper�ifications. "Surety" - The Company or Association which is bound with and for the contractor, for the acceptable performance of the contract, and for his payment of all obligations arising out of the contract. Where applying to the "Proposal Guaranty", it refers to the Company or Association which engages to be responsible for the bidder's execution of a satisfactory con- tract when and if his bid is accepted by the owner. "Work" - Work shall be understood to mean the furnishing of all labor, materials, equipment and other incidentals necessary or conveni- ent to the successfi.il completion of the project or the portion of the project involved and the carrying out of all the duties and obligations imposed by the contract. 2-7 GG-02 "Written Notice" - A written communication delivered in person to the individual or to a member of a firm or to an officer of the corpora- tion for whom it is intended, or if delivered or sent by mail to the last business address known to the one who gives the notice. It shall be the duty of each party to advise the other parties to the contract as to any change in business address until completion of the contract. "Act of God" - Means an earthquake, flood, cyclone or other cataclysmic phenomenon of nature. Rain, wind, flood or other natural phenomenon (including earthquakes, cyclones, etc. ) of recorded intensity for the locality of the work shall not be construed as an Act of God and no reparation shall be made to the contractor for damages to the work result- ing therefrom. GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS 3. 2. 1 Inclusion of Proposal in Contract The requirements and conditions of the proposal are hereby made part of this contract. GC-03 AWARD AND EXECUT.LON OF CONTRACT 3. 3. 1 Time Reserved for Award of _Contract and Preparation of Contract Documents `—The time of completion of the work contemplated by this contract shall not be vitiated by the fact that there will, of necessity, be a certain period of elapsed time between the date of receiving bids and the signing of the written instruments by all patties thereto. In specifying the dates for completion, it has been assumed that a period of not more than forty- five ( 45) days will elapse between the receiving of the bids and the submis- sion to the contractor of the written contract for his execution. If the above period exceeds thin amount, the bidder will be released from his proposal bond unless by written notice to the owner the contractor has granted the owner an extension of time for the official award of the contract. 3. 3. 2 Contractor to Furnish Bends The contractor shall within ten ( 10) days from the date of notifica- tion by the owner that the contract is ready for signature and before corn- mencing work thereunder, furnish to the owner and maintain in force during the continuance of this contract a bond satisfactory to the owner and with such surety or sureties as the owner may approve. The bond shall be in the full amount of the contract price and shall be for the faith- ful performance of this contract in all respects, including but not limited to payments for materials, labor, etc. , and no contract shall be binding 2-7 GC-03 until the said bond is furnished and approved by the owner. If said bond is not so furnished within the ten days herein specified, the contract may be immediately terminated by the owner without any notice to the contrac- tor. No work may be commenced until the bond has been approved by the owner. Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material, equipment, workman- ship, they nevertheless shall be so guaranteed against mechanical, structural, or other defects for which the contractor is responsible that may develop or become evident within a period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such ex- tent as to require refilling or resurfacing roadway surfaces to re tore the original or intended condition or grade. This guarantee shall Lie understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect, in the opinion of the owner, is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. To support the above guarantee the contractor's performance bond shall remain in full force and effect for one year following the acceptance of the project by the owner. The bond shall be executed by a surety company authorized to do business within the State and it shall he subject to the approval of the attorney for the owner. In addition to the above requirements, the contractor shall make his own determinations as to the amount of the bond which will be required by any corporation or agency granting a permit for work to be done under these plans and specifications. Such bonds shall he in aldition to that re- quired by the owner as indicated above. 3. 3. 3 Estirn.ates of Quantities Approximate Onl It is expressly agreed that the quantities shown in the proposal form whether for a ''Unit Price Contract" or in connection with a "Lump Sum Contract", given under the heading "Schedule of Contract Prices" are approximate only and are not to be taken to be either representations or warranties. The owner does not expressly nor by implication agree that the actual amount of work will correspond therewith, and reserves the right to increase or decrease the amount of any class of portion of the work as may be deemed necessary or expedient by the engineer, without extra or special compensation to the contractor except as may be provided elsewhere .in these specifications. Z-7 GC-04 i I3. 3. 4 Fsxamination of Plans, Specifications, and Site of Work It is understood that the contractor, before signing the contract, has made a careful examination of the plans, specifications, and contract; that he has fully informed himself as to the quality and quantity of materials and the character of the work required; and that he has made a careful examination of the location and condition of the work and the sources of sup- ply for any and all materials. The owner will in no case be responsible for any loss or for unanticipated costs that may be suffered by the contractor as a result of conditions pertaining to the work. 3. 3. 5 Amount of Contract I The amount of the contrac:c shall be understood to be the total sum of the amounts computed from the approximate quantities and unit prices or the lump sum as given in the proposal form. Where prices are given on alternate items, only the amounts of the alternates accepted by the owner will be included ir, the total. 3. 3. 6 Execution of Contract Within ten (10) days after receiving from the owner properly pre- pared contract documents, the successful bidder shall sign the contracr. GC-04 SCOPE OF WORK 3.4. 1 Intent of the Plans and Specifications The true intent of the plans and specifications is to provide for the execution and completion in every detail of the project or work described in the special provisions and contract. Except as otherwiae specifically provided, the rantractor shall furnish all labor, tools, implements, machinery, supplies, materials, and incidentals, and shall do all things necessary to perform and to complete, according to the specifications and plans, the work to be done under the contract. This shall be understood to include, in addition to the work specifically called for in the plans and specifications, the performance of such extra, additional, and incidental work as may appear in the sole judgment of the owner to be necessary for the completion of the work contemplated in a substantial, workmanlike, and otherwise satisfactory manner. r 3.4. 2 Increased or Decreased Quantities The right is reserved by the owner, without impairing the contract to make such increases and decreases in the quantities of the work as may be considered necessary to complete fully and satisfactorily the work in- cluded in the contract. The contractor shall have no claim for damages 2-7 GC-05 or for anticipated profits on account of any portion of the work that may be omitted, provided such omission shall not thereby reduce the amount of the contract by more than ten per cent ( 10%) provided, however, that the owner shall have the privilege of deleting any item or items of any sched- ule in its entirety and said ten per cent of permissible reduction then shall apply only to the aggregate contract price for the remaining items. Dele- tion of entire items generally shall be made when the contract is executed but in case the contractor shall have performed some work on account of any item which is subsequently deleted, he shall be paid therefor on the basis of extra work. 3. 4. 3 Alterations in Details of Construction The engineer, during the progress of the work, may alter any of the details of construction as may be found expedient or suitablF-; such alterations shall not invalidate the contract nor release the surety, and the contractor agrees to accept and execute the work as altered the same as if it had been a part of the original contract. The compensation to the contractor in such cases shall be determined as specified for Additional Work should additional requirements be made of the contractor or by nego- tiation if the work is reduced. 3. 4. 4 Extra Work Upon the written order of the engineer, the contractor shall per- form such additional or extra work that may or may not be included under or covered by contract prices, as may be necessary for the satisfactory completion of thu project. If the work is of a kind for which a specifica- tion is given herein, it shall be performed in accordance with that speci- fication subject to such qupplemental or additional specifications, plans and instructions as the engineer may issue. If the work is of a kind not covered by a spe,:ification given herein it shall be performed in accord- ance with ac:-epted practice for the class of work intended and in accord- ance with such plans as may be issued by the engineer. The owner shall have the option of paying for additional nr extra work at the stipulated unit prices or stipulated lump sum prices given in the proposal form or on a forcf- account or cost plus basis described in Article 3. 9. 6 of these specifications. Payment for extra work will be made only when the work involved has been authorized by the engineer, in writing prior to performance of the work. 3. 4. 5 Protection of Work During Suspension If itshould become necessary, because of the lateness of the sea- son or any other reason to stop the work, then th? contractor shall . pen proper drain'gr. ditches; erect temporary structures where necessary; I 2-7 GC-06 I prepare the work so there will be minimum interference with traffic, if the work is on a public right of way; and take every precaution to prevent any damage or unreasonable deterioration of the work during the time the work is closed. If upon reopening the work, it is found that any such dam- ages or deterioration has occurred, due to the lack of said precautions, then, and in that event, the contractor shall correct all such conditions at his own expense in a manner acceptable to the engineer. 3. 4. 6 Final Trimming of Work The work to be done under the contract shall include such repair work as may be necessary to overcome such deterioration as may occur on some portions of the work while other portions of the work are being performed. The project shall be in a neatly trimmed and well-finished condition throughout at the time of completion and acceptance. 3. 4. 7 Final Cleaning Up Upon completion of the work and before acceptance and final pay- ment shall be made, the contractor shall clean up the right of way and all properties on which he has operated in the construction of the project, in- cluding removing or burning all discarded materials, rubbish and debris. He shall tear down, remove or burn all construction plant structures erected by or for him, or by or for his subcontractors or employees on the right of way or on property controlled by the owner. He shall do all things necessary to put the while of the right of way and such other prop- erty controlled by the owner as he may occupy in a neat, clean and orderly condition. 3. 4. 8 Removal of Contractor's Equipment and Materials It is understood and agreed that the contractor is to promptly re- move from the project right of way and other property owned or controlled by the owner, all equipment and material that he places thereon that is not to become the property of the owner. It is further understood and agreed that any such equipment and material of all kinds that is not removed, as herein provided, within thirty (30) days after the date upon which all other work to be done under the contract is completed, or within such longer time as may be agreed upon in writing between the contractor and the engineer, shall become the property of the owner and may be used or otherwise dis- posed of by the owner without obligation to the contractor or to any party to whom he may transfer title. Nothing in the above clause shall be construed as relieving the con- tractor from his obligation to clean up the right of way and the sites of his operations and to remove and dispose of debris, waste materials, etc. , in accord with other provisions of the contract. 2-7 GC-07 GC-05 CONTROL OF THE WORK 3. 5. 1 Authority of the Engineer To prevent misunderstandings, disputes and litigation it is expressly understood and hereby agreed to by all of the parties to the contract, includ- ing the surety, that the engineer shall, in all cases, determine any and all questions which may arise concerning the quality, quantity and acceptability of materials furnished and work performed; the manner and rate of progress of the performance of all work; the interpretation of plans A specifications; and the amounts and classifications of the several kinds of work and materials; and his estimates and decisions in these matters shall be final, binding, and conclusive upon all parties to the contract. The engineer shall be the owner's representative during the construc- tion period and shall observe the work in process on behalf of the owner; that said work will not be considered completed until approved by the engineer and accepted by the owner; that the contractor shall at all times carry out and fulfill the instructions and directions of the engineer insofar as the work to be performed under the contract is concerned; and that in the event the contractor fails to carry out and fulfill such instructions and directions, the owner may refuse to make any partial or final payments to the contractor so long as such instructions and directions are not complied with. In case of the termination of the employment of the engineer, the owner shall appoint a capable and reputable professional engineer whose status under the contract shall be that of the former engineer. 3. 5. 2 Deviation from the Plans No deviation from the plans or the approved working and/or shop drawings is permissible except on written order of the engineer. 3. 5. 3 Interpretation of Contract, Specifications and Plans In cases of conflict in the requiremet.,s and provisions as set out by the contract, the specifications, or the plans, such conflict shall be recon- ciled by the acceptance of the following order of precedence for the various contract documents: ( 1) the contract document bearing the signature of the owner and the contractor; (2) the written proposal of the contractor; (3) Part I and Special Technical Provisions of Part IV; (4) the plans, including notes written thereon; and (5) Parts II, III, and Standard Technical Provi- sions of Part IV of the specifications. The apparent silence of the specifications and plans as to any detail. or the apparent omission from them of a detailed description concerning any point, shall be regarded as meaning that only the best general practice is to prevail and that only approved material and workmanship of first qual- ity are to be used. 2-7 GC-08 The contractor shall take no advantage of any errors or omissions in the specifications and plans or of any discrepancies in or between same; but where such errors, omissions or discrepancies occur, he will be gov- erned by the apparent intent of the specifications and plans and by orders of the engineer. Work performed by the contractor as a result of an error or omission in the plans and specifications when such error or omission is not called to the attention of the engineer- shall be at the contractor's risk. 3. 5. 4 flans and Working Drawings The contractor will be supplied with six sets of sp-3cifications and the prints of the drawings prepared by the engineer showing the project in detail. The contractor may obtain any additional prints required from the engineer by compensating the engineer for the cost of printing involved. Figured dimensions on the drawings will be used in preference to scaling the drawings. Where the work of the contractor is affected by fin- ish dimension, these shall be determined by the contractor at the site, and he shall assume responsibility therefor. General drawings shr ving such deta_ .a as are Necessary to give a comprehensive idea of the construction contemplated will be included in the plans; but the contractor shall submit to the engineer for review such additional shop details, settings, schedules and such other working draw- ings as may be required for the construction of any part of the work, and prior to the review of such plans any work done or material ordered shall be at the contractor's risk. All shop or working drawings shall be made in such a manner that clear and legible reproductions can be made from them. Any drawings sabr, itted for review which are, in the engineer's opinion, carelessly pre- pared, erroneous or unchecked, will be returned to the contractor for re- drawing and checking, and after such redrawing and checking shall be resubmitted to the engineer. All drawings submitted to the engineer for review shah be one (n the following sizes: 8 1/2 x 11 inches, 11 x 17 inches, or 22 x 36 inches. Shop drawings for structural steel Mems, structures or miscellane- ous iron items shall consist of shop details, erection and other working plans showing dimensions, sizee: of material, lists of field rivets and bolts, details and other information necessary for the complete fabrication and erection of all such metal work. 2-7 GC-Q9 Shop drawings for mechaiiical equipment and other structures or equipment shall consist of such detailed plans as may be reasonably re- quired for the successful prosecution of the work and which are not in- cluded in the plans furnished by the engineer. These may include plans for falsework, bracing, centering and form work, masonry layout diagrams, bciidir_a diagrams for metal reinforcement, shop details for precast con- crete items, and installation drawings or instructions. It is expressly understood that the review by the engineer of working drawings or shop drawings submitted by the contractor or his agents will not relieve the contractor from responsibility for errors in details, dimensions, or quantity or strength of such materials. Material improperly fabricated shall be replaced or modified at the contractor's expense. The contractor shall submit with such promptness as to cause no delay in his own work or in that of any other contractor, not less than two copies, checked and approved by him, of all shop or setting drawings and schedules required for the work of the various trades. The engineer shall check, with reasonable promptness, such schedules and drawings only for conformance with the design concept of the project and compliance with the information given in the contract documents making desired cor- rections, including necessary corrections relating to effects on design. The contractor shall make any corrections required by the engineer, file with him not leas than six corrected copies, one of which if requested shall be a reproducible transparency, and furnish such additional copies as needed should he wish more than one copy returned for his use. The engineer's review of such drawings or schedules shall not relieve the con- tractor .from responsibility for deviations from drawings or specifications, unless he has in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. The contract bid prices shall include the cost of furnishing all shop and insta"ation drawings and the contractor will be allowed no extra compensation ;or such drawings. The contractor shall keep one copy of all drawings (including shop drawings) and specifications on the work, in good order, available to the engineer and to his representatives. i 3. 5. 5 Quality of Equipment and Materials In order to establish standards of quality, the engineer may have, in the detailed specifications referred to certain products by name and ` 2-7 (3C-10 catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manu- facturers. The words "approved equal" shall be considered following all suchlistings regardless of whether or not they so appear. The contractor shall furnish to 11. engineer the complete list of proposed desired substitutions in sufficient time prior to their use to give the engineer adequate time for Isis review, together with such engineering and catalog data as the engineer may require. Failure on the part of the contractor to supply data to the engineer prior to ordering or using such alternate material or equipment will not relieve the contractor of furnishing acceptable material or equipment as required by the engineer. The contractor shall abide by the engineer's judgment when pro- posed substitute materials or items of equipment are judged to be unaccept- able and shall furnish the specified material or item of equipment in such case. All proposals for substitutions shall be submitted in writi- .g by the contractor and not by individual trades or material suppliers. The engi- neer will approve or disapprove proposed substitutions in writing within a reasonable time. No substitute materials shall be used unless approved in writing, 3. 5. h Specifications by Standard Designations Whenever practicable; specificatioas will be made he.ein by desig- nating certain published "standards" of recognized organizations. Abbre- viations 'ASTM" will be used to indicate the American Society for Testing Materials and this will be followed by the officially published designation number for the particular specification to which the reference applies. Other standards will be indicated by the full name of the sponsoring organ- ization or by clearly recognized abbreviations. In all cases it shall be understood that such references mean the designated specifications or the latest revision thereof. All material., equipment and devices not specifically covered by such "standards" as indicated above, these specifications, by the plans or by addenda shall be subject to the approval of the engineer to determine the suitaL„"cy for the service intended. 3, 5. 7 Equipment Approval Data L The contractor shall furnish two copies of complete catalog data for the manufactured items of equipment and all components to be used in the work, including specific performance data, material description, rat- ing, capacity, working pressure, material gage or thickness, brand name, catalog number and general type aq requested by the engineer, i F Z-7 GC • 11 I ULF This submission shall be compiled by the contractor and approved by the .!ngineer before any of the equipment is ordercJ. Each data sheet or catalog in the submission shall be indexed accord- ing to specification section and paragraph for easy reference. After written approval, this submission shall become a part of the contract, and may not be deviated from except upon written approval of the engineer. Catalog data for equipment approved by the engineer shall not in any case supersede the contract documents. The approval of the engineer shall not relieve the contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The contractor shall check and approve the work described by the catalog data with the contract documents for deviations and errors prior to submission to the engineer for approval. It shall be the responsibility of the contractor to insure that items to be furnished fit the space available. He shall make necessary field measure- ments, including those for connections, and shall order such sizes and shapes of equipmen-, that the final installation shall suit the true intent and meaning of the drawings and specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the contrac- tor to install the equipment to operate properly, and in harmony with the intent of the drawings and specifications, and to make all changes in the work required by the different arrangement of connections. Upon approval of the equipment by the engineer the contractor shall l furnish six copies of catalog data of all process equipment or components J thereof together with operating and maintenance instructions. 3. 5. 8 Cooperation with Other Contractors The contractor shall conduct his operations c ) as to interfere as little as possible with those of other contractors or subcontractors on or near the work. It is expressly understood that the owner has the right and may award other contracts in connection with the work so long as it does not interfere with the work under this contract. Where one contractor's operations are within the limits or adjoin the operations of another contractor, each shall be responsible to the other 2-7 GC-12 MERMLAINEURK I for any damage, injury, loss, or expense which may be suffered on account of interference of operations, neglt ct or failure to finish work at the proper Itime, or of any other cause. 3. 5. 9 Contractor to Have Representative on Work IThe contractor shall at all times have a competent superintendent or foreman who shall he acceptable to the engineer and capable of reading and I thoroughly understanding the plans and specifications as his agent on the work, who shall have authority to receive instructions from the engineer or his authorized representatives. The superintendent or foreman shall have I full authority to execute the orders or directions of the engineer without de- lay and to supply promptly such materials, tools, plant, equipment, and labor as may be require-' regardless of whether or not the work is to be I performed by the contrac,.or's own forces or those of a subcontractor. The fact that an approved subcontractor is performing any portion of the work shall not relieve the contractor of this requirement. I3. 5. 10 Information Regarding Work The contractor shall furnish the engineer every reasonable facility necessary for obtaining such information as he may desire respecting the nature and quality of the materials used or to be used and the progress and manner of the work. The engineer shall be allowed access at all times to the books and I records of the contractor, and the contractor shall furnish him all data nec- essary for the determination of the actual cost of all or any part of the work. I3. 5. 11 Notice to Contractors Any written notice to the contractor which may be required by law I or by the provisions of the specifications may be served on said contractor or his representative, either personally or by mailing to the address given in the contract or by leaving the same at said address. I3. 5. 12 Notice by Contractors I Wherever in the specifications the contractor is required to notify the engineer concerning the progress of the work, or concerning any com- plaint which he may have to make. or for any other reason, it shall be I understood that such notification is to be made in writing, delivered to the engineer or his representative in person, or mailed to the office of the Iengineer at the address given in the official ''Notice to Contractors''. t I 2-7 GC- 13 I 3. 5. 13 Surveys Lines and grades for buildings and all structurej and appurtenant facilities including sewers and pressure lines shall be established by the contractor from bench marks and base lines establ.;.sh-_-d by the engineer. The contractor shall develop and make all detail surveys necessary for construction, including the setting of batter boards or other construction guides from the marks given by the engineer. The contractor shall furnish suitable stakes and other markers to be placed as guides for all construction worx and the cost thereof shall be included in the contract price or prices for various units of the project. In general such stakes shall be furnished from a source where their accu- rate and uniform cutting is a regular business. Stakes shall be stored as the engineer may request. 3. 5. 14 Authority and Duties of Inspectors Inspectors shall be authorized to inspect all work do ie and all materials furnished. Such inspection may extend to all or ', . part of the work and to the preparation, fabrication, or manufacture, cf the materials to be used. It is the duty of the inspector to report tc the engineer as to the progress of the work and the manner in which it is being performed, also to report whenever it appears that the material furnished or the work performed by the contractor fails to fulfill the requirements of the plans and specifications, and to call to the attention of the contractor any such failure. In case of any dispute arising between the contractor and the in- spector as to materials furnished or manner of performing the work, the inspector shall have auti.ority to reject materials or suspend the work until the question at issue can be referred to and decided by the engineer. The inspector is not authorized to revoke, alter, enlarge, relax or release any requirements of the plans and specifications, nor to approve or accept any portion of the work, nor to issue instructions contrary to the plans and specifications. The contractor's responsibility for work performed under this con- tract shall in no way be relieved because of the presence or absence of an Inspector. No work shall be deemed acceptable by reason of the presence of an inspector. 3. 5. 15 Inspection The engineer or his representatives shall be allowed access to all parts of the work at all times and shall be furnished with every reasonable i Z-7 GC-14 facility for ascertaining whether or not the work as performed is in accord- ance with the requirements and intent of the plans and specifications. The contractor shall cut and replace with new materials, at his own expense, such samples as are customarily required for testing purposes. If the engi- neer requests it, the contractor shall, at any time before acceptance of the work, remove or uncover such portions of the finished work as may be directed. After examination, the contractor shall restore said portions of the work to the standard required by the specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing, and the replacing of the covering or the making good of the parts removed, shall be paid for as ''extra work'', but should the work so exposed or exam- ined prove unacceptable, the uncovering or removing, and replacing of the covering and the making good of the parts removed, shall be at the contrac- tor's expense. 3. 5. 16 Unauthorized and Defective Work Any defective work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or of any other cause found to exist during construction or within one year after final acceptance shall be removed immediately and replaced by work and materials which shall conform to the specifications, or shall be remedied otherwise in an acceptable manner authorized by the engineer. These provisions shall have full effect regardless of the fact that the defective work may have been done or the defective materials used with the full knowledge of the inspector. The fact that the inspector in charge may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Work done contrary to or regardless of the instructions of the engi- neer, work done beyond the lines shown on the plans or as given, except as herein provided, or any extra work done without authority, will be consid- ered as unauthorized and will not be paid for by the owner. Work so done may be ordered removed or replaced at the contractor's expense. 3. 5. 17 Disputed Claims In any case where the contractor deems extra compensation is due him for work or materials not clearly covered in the contract or not ordered by the engineer as an extra as defined herein, the contractor shall in writing notify the engineer of his intention to make claim for such com- pensation before he begins the work on which he bases the claim. If such notification is not given or the engineer is not afforded proper facilities by the contractor for keeping strict account of actual cost, then the contractor hereby agrees to waive the claim for extra compensation. Such notice by the contractor and the fact that the engineer has kept account of the cost as aforesaid, shall not in aay way be construed as proving the validity of the claim. In case the claim is found to be just, it shA11 be allowed and paid I 2-7 GC-15 for under a supplemental agreement to be entered into between the parties to the contract. 3. 5. 18 Final Inspection Unless otherwise provided, the engineer shall make final inspection of the work included in the contract within a reasonable time after written notification by the contractor or his superintendent that the work is com- pleted. If, after inspection, the work is not approved by the engineer, he sl,:.:; advise the contractor as to the particular defects to be remedied be- fore final approval and recommendation to the owner for acceptance can be made. GC-06 CONTROL OF MATERIALS 3. 6. 1 Materials to be Approved Before Use Only materials conforming with the specified requirements and ap- proved by the engineer shall be used in the work. Before the delivery of any material to be used in the work is com- menced, the contractor shall have advised the engineer as to the source from which the material is to be obtained, shall have furnished such sam- ples as may be required for testing purposes, and shall have received the engineer's approval of the use of that particular material. The approval of any source of supply by the engineer will not imply that all material from that source will be approved, and should material from an approved source fail to maintain a quality meeting the requirements of the specifi- cations, use of material from that source shall be discontinued, and the contractor shall furnish approved material from other sources. Regard- less of the source, any material delivered upon the work which fails to meet the requirements will be rejected, and only material meeting all requirements will be allowed to be incorporated in the work. Any material or item incorporated in the work which does not meet requirements of the contract documents, even though it be installed with the consent and/or in the presence of an inspector, shall be removed and approved material shall be used in its place and all costs for removal and installation of approved material shall be at the contractor's expense. Material which after approval has, for any reason, become unsuit- able for use, shall be rejected and not used. 3. 6. 2 Tests of Materials All tests of materials shall be made in accordance with approved methods as described and designated in the specifications. When tests of materials are required, such tests shall be made by a testing laboratory 2-7 GC-16 i Iapproved by the engineer and at the expense of the contractor. The con- tractor shall afford such facilities as may be required. for collecting and forwarding samples and shall hold the materials represented by the sam- ples until tests have been made and the materials found equal to the re- quirements of the specifications or to approved samples. The contractor in all cases shall furnish the required samples without charge. In the absence of any definite specification or reference to a speci- fication in the technical specifications or in the special provisions for the particular project involved, it shall be understood that such materials and tests shall meet the specifications and requirements of the American Society I for Testing Materials. Unless otherwise specified, all tests of materials shall be made in accordance with the methods prescribed by the American Society for Testing Materials. I Wherever in the specifica>)ons a particular specification of the American Society for Testing Ma'.erials is referred to by number, it shall be understood that such reference shall include all amendments and addi- tions thereto adopted by such organizations prior to the award of the con- tract. The testing of materials shall be done in a laboratory, approved by the engineer, and the results of the tests made therein shall be used as a basis for acceptance or rejection, in accordance with the specifications for the particular material. 3. 6. 3 Storage of Materials Materials shall be stored in such manner as to insure the preserva tion of their quality and fitness for use. When considered necessary to pro- tect materials against dampness, or to keep them clean and free from dust, dirt or other detrimental matter, suitable sheds, platforms and covers shall be provided. Materials shall be stored in such a manner as to facili- tate inspection. 3. 6. 4 Defective Materials All materials not conforming to the requirements of the specifica- tions shall be considered as defective. No defective material, the defects of which have been subsequently corrected, shall be used until approval has been given. Upon failt re on the part of the contrar.tor to remove, re- pair or replace defective material when so ordered by the engineer, the owner shall have authority to remove, repair or replace such defective material and to deduct all costs so incurred from any monies due or to become due the contractor. Defective material not permitted for use shall be immediately removed from the site or disposed of as directed by the engineer. 2-7 GC- 17 3. 6. 5 Ordering Materials The contractor is cautioned against placing orders for full quan- tities of materials until the work has advanced to a r,,ate permitting the determination of the exact quantities required. Estimates of quantities of materials furnished by the engineer are understood to be approximate only, and, unless otherwise specified, the owner will in no way be respon- sible for any materials in excess of actual requirements. Neither will the owner be responsible for any increased costs or extra expense that the contractor may have to bear on account of materials or work not being ordered at some earlier date. 3. 6. 6 Materials Furnished by the Owner Materials specifically indicated shall be fu,:fished by the owner. The fact that the owner is to furnish material is conclusive evidence of its acceptability for the purpose intended, and the contractor may continue to uoe it until otherwise directed. If the contractor discovers any defect in material furnished by the o• ner, he shall notify the engineer. Unless otherwise noted or specifically stated, materials furnished by the owner, which are not of local occurrence, are considered to be f. o, b. the nearest railroad station. The contractor shall be prepared to unload and properly protect all such material from damage or loss. The c.ontracto- shall be responsible for material loss or damage after receipt of material at the point of delivery. 3. 6. 7 Manufacturer's Directions Manufactured articles, material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as c:irected by the manufacturer unless herein specified to the contrary. 3. 6. 8 Guaranty Period The contractor shall warrant all materials and equipment furnished by hind for a period of one year from date of final acceptance of the work by the owner. This warranty shall mean prompt attention to the correction and/or complete replacement of the faulty material or equipment. GC-07 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC 3. 7. 1 Laws to be Observed The contractor at all times shall obser,%:e and comply with all fed- eral, state, and local laws, ordinances, and regulations in any manner affecting the conduct of the work, and all such orders or decrees as exist 2-7 GC- 18 INNI at present and those which may be enacted later, of bodies or tribunals having any jurisdiction or authority over the work, and shall indemnify and save harmless the owner and the officers, employees, and agents (including the engineer) of the owner against any claim or liability arising from or based on the violation of any such laws, ordinances, regulations, orders or decrees, whether such violations be by the contractor, his sub- contractors or his employees. 3. 7. 2 Permits and Licenses The contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful pr(;secution of the work. Such fees shall be included in the basic contract. price. 3. 7. 3 Patented Devices, Materials, and Processes The contractor assumes the responsibility of defending any and all suits or actions brought for the infringement of any patent claimed to be infringed by any material, device, plan, method or process to be incorpo- rated in the work and/or required to be used in connection with the work to be done under the contract, including all attorney's fees and court costs, and he shall indemnify and save harmless the owner, the officers, em- ployees, and agent, !including the engineer) of the owner from all claims of and suits or actions for infringements of patents. 3. 7. 4 Sanitary _Provisions The contractor shall observe all rules and regulations of the state and local health officials, and shall take such precautions as are necessary to avoid creating conditions which are not sanitary. The contractor shall provide and maintain in a neat and sanitary condition such accommodations for use of his employees as may be necessary to comply with the require- ments of public 1 ealth officials. He shall permit no public nuisance at any place over which he has control. 3. 7. 5 Public Safety and Convenience The contractor shall at all times so conduct his work as to insure the least possible obstruction to traffic. The convenience of the general public and the protection of persons and property is of prime importance and shall be provided for by the contractor in an adequate and satisfactory manner. The contractor shall conduct the work with the view of causing a minimum of inconvenience to traffic on intersections and connecting streets and to persons conducting commercial enterprises or residing along the 2-7 GC- 19 W � i route of work. Entrances to residences, garages, service stations, busi- ness places, driveways of all kinds shall not be blocked for more than a few hours, if at all. Satisfactory means of ingress and egress fog persons residing or having occasion to transact business along the route of the work shall be maintained at all times. The contractor shall not work before 7:00 A. M. or after 6:00 P.M. without written permission of the engineer. 3. 7. 6 Barricades, Warning Signs, and Flagmen The contractor shall at his expense and without further or other order provide, erect and maintain .t all times during the progress or tem- porary suspension of the work suitable barricades, fences, signs, or other adequate warnings or protection, and shall provide, keep and maintain such danger lights , signals, and flagmen as may be necessary or as may be or-ered by the engineer to insure the safety of the public as well as those engaged in connection with the work. All barricades and obstructions shall be protected at night by signal 11-ghts which shall be suitably distributed across the roadway and which shall be rept burning from sunset to sunrise. Barricades shall be of substantial construction and shall be suitably painted to increase their visibility at night. Failure of the engineer to notify the contractor to maintain barriers. lights, signals, or flagmen shall not relieve the contractor from this respon- sibility. If, in the judgment of the engineer, flagmen are necessary for the purpose of protection and safety to traffic, such flagmen shall, on order of the engineer, be furnished at the contractor's expense. The signs to be furnished and used by the contractor in directing, controlling and safeguarding traffic shall conform with the standard sign designs in use by the state highway officials. The contractor's responsibility for the safeguarding of traffic as specified above shall cease when the work included in the contract is accepted as complete. 3. 7. 7 Fences By the construction of temporary fences, or by other adequate means, the contractor shall restrain stock from leaving the lands wherein they are confined or from trespassing which would be made possible by, or which might result from, the removal or destruction of existing fences or the carrying out of any part of the work under the contract. The con- tractor shall be respcnsible for all loss, injury or damage that may result from his failure to restrain stock as above provided. The expense of 2_7 GC-t0 r erecting and maintaining temporary fences and for otherwise providing for the restraint of stock shall be borne by the contractor. The contractor shall use all reasonable care to avoid damaging existing fences, and he shall repair or replace at his own expense, and to the satisfaction of the owner, all fences which are in any way damaged b r his operations. 3. 7. 8 Safeguarding of Excavations The contractor shall provide such safeguards and protections around and in the vicinity of the excavations he makes as may be necessary to pre- vent and avoid the occurrence of damage, loss, injury and death to property and persons because of such excavations. Liability for any such damage, loss, injury or death shall rest with the contractor, in the cases of excava- tions made on the highway right of way or on lands owned or otherwise con- trolled by the owner. The contractor's responsibility for safeguarding and protecting and his liability for damage, loss, injury or death shall cease when all work to be done under the contract is completed and accepted by the owner. 3. 7. 9 Use of Explosives In the use and storage of explosives, the contractor shall use every precaution to prevent injury to persons and damage to property. Secure storage places shall be provided and all such places shall be clearly marked with wa••ning signs. Only persons experienced in the handling of explosives shall be allowed to use them on the work, and no shot shall be put off until warning has been sounded and all persons within the radius of danger removed. In the handling and storage of explosives, the contractor must com- ply with all federal, state and local laws, and the owner will in no way be responsible for any noncompliance therewith or for damages to property or injury to persons resulting from accidental or premature explosions. 3. 7. 10 Trespass The contractor will be solely responA?ble for any trespass upon adjacent property or injury thereto, resulting from or in connection with his operations. He will be liable for any claims that may be made on account of trespass or the deposit of debris of any kind upon private prop- erty. 2-7 GC-21 3. 7. 11 Protection of Property and Persons In the performance of the work to be done under the contract, the contractor shall use every reasonable and practicable means to avoid dam- age to property, injury to persons and loss, expense, inconvenience and delay to property owners, users of streets or highways and others. He shall provide protective devices and flagmen wherever and whenever needed in affording this protection and, in the performance of the work, he shall use no means or methods which will endanger, unnece�.i,:.rily, either per- sons or property. At points where the contractor's operations are adjacent to prop- erties of railway, telegraph, telephone and power companies, or are adja- cent to other property, damage to which might result in material expense, loss, or inconvenience, work shall not be commenced until all arrangements necessary for the protection of the interests of the owner, as well as any inter•.::tt that a third party may have therein, have been made. When explosives are used, particularly in proximity to buildings or other structures, care shall be taken to protect the surroundings from in- jury by the explosion, the resultant concussion or by flying rocks or debris. The quantities of explosives and the manner of their use shall be such that adjacent property will not be damaged. In case the vicinity of the work is accessible to the general public, the contractor shall, before any shots are fired, post men abo a work in various directions to warn all persons of the danger existing and to prevent them from approaching closer than safety will permit. 3. 7. 12 Restoration of Damaged Property All damage and injury to property that may be caused by or that may result from the carrying out of the work to be done under the contract, or from any act, omission or neglect of the contractor, his subcontractors, or his employees, shall promptly be made good by the contractor either by the repairing, rebuilding, or replacing of the property damaged, or in some other manner satisfactory to the owner of such property. In case of failure on the part of the contractor to promptly and satisfactorily make good such damage or injury, the owner may, without notice to the contractor, pro- ceed to repair, rebuild, or replace such property as may be deemed nec- essary, and the cost thereof will be deducted from any monies due or which may become due the contractor under the contract. In applying the provisions above .stated, the re,)siring, rebuilding or replacing of damaged property shall be understood to , lude the providing of any temporary facilities that may be needed to maintain normal service until the required repairing, rebuilding or replacing is accomplished. 2-7 GC-22 i 3. 7. 13 Responsibility for Damages The contractor shall be responsible for all damages to property, injury to persons, and loss, expense, inconvenience, and delay that may be caused by or that may result from any act, omission, or neglect of the contractor, his subcontractors, or his employees in the performance of the work to be done under this contract. The contractor shall indemnify and save harmless the owner, the owner's officers, employees, and agents (including the engineer) from all claims, demands, suits or actions of every name and description brought for or on account of any damage, injury, loss, expense, inconvenience, or delay received or sustained, or claimed to be received or sustained by any person or persons, which damage, injury, loss, expense, inconvenience, or delay may have been caused by or may have resulted from the perform- ance of the work to be done under the contract, or from any art, omission, or neglect of the cont:t r,.. or, his subcontractors, or his employees; pro- vided, however that the owner shall promptly call to the attention of the contractor any claim, demand, action or suit filed with the owner for any such injury or damage and should suit or action be commenced against the owner to recover any such claim or damage, the owner shall, before time for answer expires or before default has been entered, furnish the contractor and/or his surety with a copy of the complaint. It is expressly understood that, in the event any of the hereinabove mentioned claims, demands, suits or actions are not settled or otherwise satisfactori!y con- cluded by the contractor and a valid release thereof or other suitr.ble evidence to that effect has not been furnished to the owner, the owner may retain so much of the money, as is due to the contractor, or such money as may become due to the contractor, under and by virtue of this contract, as may be considered necessary by the owner. The owner may retain such monies until such claims, demands, suits or actions have been settled or otherwise concluded to the satisfaction of the owner or until the interests of the owner or the persons concerned have been satisfactorily protected, The owner, the owner's officers, agents (including the engineer), 1 and employees will not in any manner be answerable or accountable for any loss or damage resulting to the said work, or any part thereof, or to any of the equipment, materials or other things used or employed in pros- ecuting or completing said work, during its progress from any cause what- soever, but all such loss or damage shall be borne by the contractor, and all work under the contract shall be solely at his risk until it has been fin- ally accepted by the owner. I Z- 7 rr,-z3 a 3. 7. 14 Contractor's Responsibility for Work Until final acceptance of the contract, the contractor shall be held responsible for any injury or damage to the work or to any part thereof by the action of the elements, or from any cause whatsoever, and he shall make good at his own expense all injuries or damages to any portion of the work before its completion and final acceptance. 3. 7. 15 Personal Liability of Engineer In carrying out any of the provisions hereof, or in exercising any power or authority granted to him by the contract, there will be no liability upon the engineers or their authorized assistants, either personally or as agents of the owner, it being always understood that in such matters they act as the agents and representati�,es of the owner. 3. 7. 16 No Waiver of Legal Rights The owner shall not be precluded or estopped by any measurement, estimate, or certificate made either before or after the completion and acceptance of the wurk and payment therefor from showing the true amount and character of the work performed and materials furnished by the con- tractor, or from showing that any such measurement, estimate, or certifi- cate is untrue or incorrectly made, or that the work or materials do not conform in fact to the contract. The owner shall not be precluded or estopped, notwithstanding any such measurement, estimate or certificate, and payment in accordance therewith, from recovering from the contractor and his sureties such damages as the owner may sustain by reason of the contractor's failure to comply with the terms of the contract. Neither the acceptance by the owner, or by any representative or agent of the owner, nor any payment for nor acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the owner shall operate as a waiver of any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not he held to be a waiver of any other subse- quent breach. 3. 7. 17 Insurance a. General. The contractor shall not commence work until he has obtained all insurance required under tF,;-j section or until he has satisfied the owner in this respect; nor shall he allow any subcontractor to com- mence work until the subcontractor also has obtained similar insurance which is applicable to his work. The contractor shall maintain insurance throughout the life of this contract incl+iding the guarantee and maintenance period as will hold the owner and his agents harmless and shall indemnify 1-7 GC-Z4 the owner for any losses arising out of the contractor's operations includ- ing any contingent liability arising therefrom. b. Industrial Accident or Workmen's Compensation Insurance. The contractor shall purchase and maintain during the life of this contract, industrial accident or workmen's compensation insurance for all employees who will work on this project and, if any work is sublet, the contractor shall require the subcontractor similarly to provide such insurance for all of the latter's employees unless they are included under the protection afforded by the contractor. If employees engaged in hazardous work are not protected under the state statutes (or rules of) for industrial accident insurance the contractor and any subcontractor who is affected must pro- vide compensation insurance with a private company which in amount shall be equivalent to that provided by the state industrial accident insurance for the protection of employees who are not so engaged. The contractor shall purchase and. maintain appropriate insurance for maritime employees subject to Federal jurisdiction, including both the Federal Longshoremen and Harborworkers Compensation Act and Federal Maritime Employers Liauility law (Jones Act). c . Public Liability Insurance. The contractor shall purchase and maintain in force during the life of this contract such pablic liability insur- ance as shall protect the owner and the contractor against losses which may result from claims for damages for personal injury, including acci- dental death, as v,ell as from claims for property damages, which may arise from any operations under this contract, whether such operations be those of the contractor, a subcontractor or anyone directly or indirectly employed by either of them. Such Public Liability insurance shall include coverage for- 1. Premises and Operations 2. Independent Subcontractors 3. Completed Operations 4. Blanket Contractual 5. Contingent Employers or Stop Gap (where applicable) 6. "Broad Form" Property Damage including coverage for: "X" Explosion Damage "C" Collapse Damage "U" Underground Damage 7. Owned, Non-Owned and Hired Vehicles Public liability shall be in an amount not less than two hundred fifty thousand ($250, 000) for injuries, including accidental death to any one person, and in 3n amount of not less than five hundred thousand ($500, 000) for any n,..nber of persons in one occurrence. Property dam- age insurance shah. oe in an amount not less than two hundred fifty thousand ($250. 00o) for any one occurrence. 2-7 GC-25 The owners, its officers, agents (including the engineer) and employees, shall be named as an additional named insured under said policy or policies. A certificate of insurance on the form furnished by the owner shall be completed and filed with and approved by the owner prior to commencement of work. The certificate shall indicate that the policy or policies will not be cancelled without 30 days' prior notice to the owner. d. Property Insurance on Project in the Course of Construction. Contractor shall purchase and maintain ''Builders All Risk'' insurance, and such insurance shall include coverage for loss caused by earthquake, landslide and flood. In addition, the policy shall include coverage for damage resulting from faulty workmanship, construction or design. The insurance shall be equal to one hundred percent of the contract amount. Insurance will be evidenced by the original policy or a certified copy thereof. The named insured shall include the contractor, the owner, and the engineer as agent of the owner, as their respective interests may appear. 3. 7. 18 Payment of Bills by Contractors The contractor shall promptly make full payment for labor, material, supplies and provisions, at such tim9s as they become due and payable, to all persons supplying said contractor or his subcontractor with labor, serv- ices, materials, supplies or provisiona for the prosecution of the work pro- vided nor in the contract, and he shall not permit any lien or claim to be filed or prosecuted against the owner for or on account of any labor, serv- ices, material, supplies or provisions furnished. In the event that said contractor fails, neglects, or refuses to make prompt and full payment of any claim for labor, services, materials, sup- plies or provisions furnished by any person in connection with the contract as said claim becomes .'pie, whether said labor, services, materials, sup- plies or provisions to be performed or furnished for said contractor or for his subcontractor, then, and in such event, the owner may withhold the amount of such claim by the person or persons furnishing such labor, serv- ices, materials, supplies, or provisions and deduct the amount thereof from funds due or to become due said contractor by reason of the contrac!. The deduction of any such amounts because of claims in the manner herein authorized will not, however, relieve the contractor or his surety from his or its obligations with respect to any unpaid claims. Sums withheld for the purpose named herein will be paid to the contractor upon certification that said claims have been paid. 2-7 GC- 26 3. 7. 19 Air and Water Pollution Laws The attention of the contractor is called to statutes of the state re- lating to the pollution of water and air. The contractor shall carry out his operations in conformity with the applicable sections of state statutes and all regulations which are adopted pursuant thereto. 3. 7. 20 Use of Completed or Uncompleted Portions The owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding that the time for completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an accept- ance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the completion of uncom- pleted work or causes refinishing of completed work, the contractor shall. be entitled to such extra compensation, or extension of time or both, as the engineer may determine. GC-08 PROSECUTION AND PROGRESS 3. 8. 1 Prosecui.,on of Work The work to be done under the contract shall not be commenced until the contract and performance bond have been executed by the contrac- tor and his surety and delivered to the owner and until written notice to proceed has been received by the contractor. Performance of the work to be done under the contract shall be commenced within ten ( 10) days after receipt of written notice to proceed by the contractor, unless later commencement of the work is authorized by the engineer. From the time of commencement of the work to the time of comple- tion, the work shall be prosecuted as vigorously and as continuously as weather conditions will permit and always in accordance with a schedule which will insure completion within the specified tirr.e limit, due allowances being made for possible unfavorable conditions, interference, breakdowns, and other causes of delay. There shall be no volun'.ary shutdown or slow- ing of operations without prior approval of the engineer. If it appears to the engineer that the rate of progress being made is not such as will insure the completion of the work witri„ gyne specified time limit, it shall be within the authority of the o..,,er, upon notification by the engineer, to require the contractor to provide additional equipment and men and to take such other steps as may A necessary to insure com- pletion as specified. 2-7 GC-27 3. 8. 2 Subletting or Assignment of Contract The contractor agrees not to assign, transfer, convey, or other- wise dispose of the contract or his right, title, or interest therein either in whole or in pai or his power to execute such contract to any other person, firm, or corporation, or to subcontract any part of the work without the previous consent in writing of the owner. In this connection, it is to be understood that the owner will not approve of the subcontracting of more than fifty (50) per cent of the work to be done under the contract. It is understood and agreed that, if any part of the work to be clone under the contract is subcontracted, the subcontracting shall be done in accordance with and the contractor shall be bound by, the following pro- visions: If the contractor proposes to sublet any of the work, he shall list the name of the subcontractor or suucontractors in the space provided in the proposal form and submit the list with his bid. Should the proposal form not provide space for the listing of the names of proposed subcon- tractor(s), Vie contractor shall provide such a list to accompany his bid. Failure to include this information in his proposal could constitute cause for rejection of any and all future requests for subcontracting any portion of the work. All subcontracts shall be in writing and shall provide that all work to be performed thereunder shall be conducted and performed in accord- ance with the terms of the main contract. Upon request, certified copies of any or all subcontracts shall be furnished to the engineer. In case the terms of any subcontract are, in the opinion of the engineer, unfair to the subcontractor or otherwise unsatisfactory from the standpoint of the owner, or in case the work being done or to be done under any subcontract is not conducted in a manner satisfactory to the engineer, the contractor shall, upon written notice to this effect, cause such subcontract to be terminated and the subcontractor and his employees to be removed from the work. Any loss or damage that may be suffered, on account of such action shall be borne by the contractor. The contractor agrees that he is as fully respon.iible to the owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omis- sions of his own employees. Nothing contained in the contract documents shall create any contractural relation between any subcontractor and the owner. i 2-7 GC-28 Insofar as is practicable, the contractor shall make payment for subcontract work in the same units and on the same basis of measurement as apply under the main contract. The owner will not be responsible for loss resulting from the contractor's failure to do so. In making payments to subcontractors the contractor shall protect himself against possibility of overpayment, and he shall assume such losses as may result from overpayment. The subcontracting of any or all of the work to be done will in no way relieve the contractor of any part of his responsibility under the con- tract. The contractor shall have on the work at all times a qualified and capable superintendent whose duty shall be to direct and coordinate the operations of the subcontractors and to see that the orders of the engineer ara carried out promptly and intelligently. Failure of the contractor to control the work of the subcontractors to the satisfaction of the engineer will result in the issuance of orders requiring the cancellation of the sub- contracts and the removal of the subcontractors from the work. 3. 8. 3 Limitations of Operations Operations on the various units or portions of the work shall be begun at the timee and locations approved by the engineer and shall be prosecuted between such limits as he may establish. No part of the work shall by undertaken without his approval, and no work shall be carried on contrary to his instructions. In case of a dispute arising between two or more contractors engager: on the same work as to the respective rights of each under the specifications, the engineer shall determine the matters at issue and shall define the respe,--tive rights of the various interests involved, in order to secure the cc,mpletion of all parts of the work in general harmony and with satisfactory results, and his decision shall be final and binding on all parties concerned. 3. 8. 4 Water Supply The contractor shall provide pumps or other means to supply water under pressure to clean up the excavated surface and forms prior tto concreting, for sprinkling concrete, and for other purposes for which water is required. He shall also provide an adequate and pure supply of drinking water for the use of his employees and shall indicate the same I by sign. Provision shall be made for fire protection where fire hazards exist. I 2-7 GG-29 AW 3. 8. 5 Use of Premises The contractor shall confine his apparatus, the stcrage of materials and the operations of his workmen to limits indicated by law, ordinances, permits or directions of the engineer and shall not unreasonably encumber the premises with his materials. The contractor shall not load or permit any part of a structure which he is constructing under this contract to be loaded with a weight that will endanger its safety, nor shall he use any such structure for any pur- pose without the approval of the engineer. The contractor shall enforce the engineer's instructions regarding signs, advertisements, fires and smoking. 3. 8. 6 Protection of Work and Property The contractor shall continuously maintain adequate protection of all his work from damage and shall protect the owner's property from in- jury or loss arising in connection with this contract. He shall make good any such damage, injury or loss, except such as may be directly due to I errors in the contract documents or caused by agents or employees of the owner. He shall adequately protect adjacent property as provided by law and these contract documents. I The contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisions I of federal, state and municipal safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all neces- sary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features I of construction as protruding nails, hod hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a responsible member of his organization on the I work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the engineer by the contractor. In an emergency affecting the safety of life or of the work or of adjoining property the contractor, without special instruction or authori- zation from the engineer or owner, is hereby permitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act, without appeal, if so instructed or authorized. Any compensation, ' claimed by the contractor on account of emergency work, shall be deter- mined by agreement. it 2-7 GC-30 3. 8. 7 Character of Workmen and Equipment I The contractor shall employ only competent and efficient laborers, mechanics, or artisans; and whenever, in the opinion of the engineer, any employee is or becomes unsatisfactory for the work assigned to the em- ployee the contractor shall, upon request of the engineer, remove him from the work and not employ him again upon it. I The methods, equipment and appliances used and the quantity and quality of the personnel employed on the work shall be such as will pro- duce a satisfactory quality of work and shall be adequate to complete the Icontract within the time limit specified. Only efficient and competent laborers and foremen shall be em- ployed on fore account work, and only tools and equipment in good con- dition and suitaole for the work shall be used. The engineer shall have authority to ctismiss from force account work any laborer or foreman 1 whose efficiency is in his opinion below that of the average of the contrac- tor's forces, and to refuse to allow the use of tools and equipment which, in his opinion, are not suitable for the work. Laborers and foremen dis-missed and/or tools and equipment rejected shall be replaced by the con- tractor to the satisfaction of the engineer. 3. 8. 8 Temporary Suspension of the Work The engineer shall have authority to suspend the work wholly or in part for such period or periods as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavor- able for the prosecution of the work, or for such time as is necessary due to the failure on the part of the contractor to carry out orders given or to perform any or all provisions of the contract. If it should become necessary to stop work for an indefinite period the contractor shall store all materials in such manner that they will not obstruct or impede the traveling public unnecessarily nor become dam- aged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed, provide suitable drainage, et cetera, and erect temporary structures where necessary. The contractor shall not suspend the work without written approval from the engineer. In all cases of suspension of construction operations, the work shall not again be resumed until permitted by order of the engineer. The contractor will be responsible for all damage to the work that. may occur during suspensions of work the same as though the damage had occurred while the work Nvas in progress. 2-7 GC-31 3. B. 9 Time of Completion of Work and Extension of Time Limit Time is of the essence of the contract. Therefore, the work to be done under the contract shall be completed in its entirety within the time specified in the special provisions; provided however, that the engineer may at his discretion recommend that the owner extend the time for com- pletion of the work without invalidating any of the provisions of the con- tract and without releasing the surety. Extensions of time, when recommended by the engineer, will be based upon the effect of delays to the project as a whole and will not be recommended for n.oncontrolling delays to minor included portions of the work unless it can be shown that such delays did, in fact, delay the prog- ress of the project as a whole. Acts of God, governmental regulations, priorities, labor disputes, strikes, fires, inability to obtain materials, equipment, or labor because of Federal Government restrictions arising out of the National Defense or War Program and required "Extra Work", may constitute such a delay. Should the owner cause a delay in the completion of the work by reason of requirements on extra work or otherwise not provided for by the plans or these specifications, the contractor will be granted an exten- sion of time by the owner for completion equal to the amount of such delay and no charge will be made against him for the extension of time so granted. Changes in plans and increases in the quantities of work to be performed will be considered cause for extension of time only when they are of such nature and when they occur at such times that they materially and neces- sarily affect the completion time of the work. Delay forced upon the contractor by failure on the part of the owner and its representatives to act promptly in the carrying out of its obligations and duties under the contract will be considered cause for extension of time only when and to such extent as such failure does actu- ally prevent completion of the work within the specified time. The engineer shall have the right to order the work to cease for a time because of inclement weather, but in case such order is given, the engineer also will give notice as to when the work shall be resumed and the contractor's time for completion will. be extended for a time equal to the amount of the delay so ordered. All extensions requested by the contractor shall be made to the engineer in writing on or before the fifth of the month following that in which the alleged delay is said to have occurred and any claim for exten- sion of time shall state explicitly the reasons therefor. Should the con- tractor fail to file such written claim for extension of time within the 2-7 GC-32 period provided therefor, he thereby shall have abandoned any claim therefor. In naming the prices for completion of the work within the time specified, it shall be understood and agreed the work shall be completed within that time. If, however, said work is not completed within the time named in the contract, as extended to cover the total days of delay allowed in the paragraphs above, the owner may deduct and retain out of any sum then due or that may become due the contractor at time of such delinquency, or later, the sum specified in the special provisions for each and every calendar day that the date of final completion of each contract is delayed. In submitting a proposal and signing the contract, the contractor thereby shall have agreed to these provisions and, furthermore, that the sum deducted and retained is not a penalty but a reimbursement to the owner for damages which the owner will have sustained by reason of such de- layed completion. Damages so liquidated are understood to include the additional cost to the owner for engineering supervision, interest charges, and overhead all of which damages would be difficult or impossible to ascertain accurately. Amounts due the owner from the contractor under the foregoing pro- visions shall be deducted from any monies then due or to become due said contractor under the contract, and such deductions shall not in any degree release the contractor from further obligations in respect to the fulfillment of the entire contract, nor any right which the owner may have to claim, sue for, and recover compensation and damages for no performance or breach of the contract. 3. 8. 10 Annulment and Cancellation of Contract by Owner If the contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a re- ceiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail to supply enough properly skilled workmen or proper materials for the efficient prosecution of the i project, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances, or the instructions of the engineer, or otherwise be guilty of a substantial viola- tion of any provisions of the contract, then the owner, upon the certificate of the engineer that, in his opinion, sufficient cause exists to justify such action, may without prejudice to any other right or remedy and after giv- ing the contractor and his surety seven (7) days written notice, terminate 1 the employment of the contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method it may deem expedient. I l 2-7 GC-33 I In the event action as above indicated is taken by the owner the contractor shall not be entitled to receive any further payment until the work is completed. On completion of the work, determination shall be made by the engineer of the total amount the contractor would have been entitled to receive for the work under the terms of the contract, had he himself completed the work. If the difference between said total amount and the sum of all amounts previously paid to the contractor, which dif- ference will hereinafter be called the "unpaid balance", exceeds the expense incurred by the owner in completing the work, including ex- pense for additional managerial and administrative services, such excess will be paid to the contractor, with the consent of the surety. If, instead, the expense incurred by the owner exceeds the unpaid bal- ance, the amount of the excess shall be paid to the owner by the contrac- tor or his surety. The expense incurred by the owner as herein provided, and the damage incurred through the contractor's default, shall be as determined and certified by the engineer. In addition to wnd apart from the above mentioned rights of the owner to terminate the employment of the contractor, it ie expressly understood that the contract may be cancelled at the election of the owner for any willful failure or refusal on the part of the contractor to faithfully perform the contract according to all of its terms and conditions; provided, however, that in the event the owner should cancel the contract, neither the contractor nor his surety shall be relieved from damages or losses suffered by the owner on account of the contractor's said breach of con- tract. It is understood and agreed that the owner may, at its discretion, avail itself of any or all of the above rights or remedies and that the invok- ing of any one of the above rights or remedies will not prejudice or preclude the owner from subsequently invoking any other right or remedy set forth above or elsewhere in the contract. 3. 8. 11 Right of Owner to Do Work If the contractor should neglect to prosecute the work properly or fail to perform any provision of the contract, the owner after three (3) days' written notice to the contractor, may, without prejudice to any other remedy it may have, make good such deficiencies and deduct the cost thereof from the payment then or thereafter due the contractor. 3. B. 12 Contractor's Right to Stop Work or Terminate Contract If the work should be stopped under an order of any court, or other public authority, for a period of three months, through no act or 2-7 GC-34 fault of the contractor or of anyone employed by him, or if the engineer should fail to issue any certificate for payment within ten (10) days after it is due, or if the owner should .fail *o pay to the contractor within thirty (30) days of its presentation, any sum zertified by the engineer and approved by the owner, then the contractor may, upon sever_ days written notice to the owner and the engineer, stop work or terminate this con- tract and recover from the owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages. 3. 8. 13 Suits of Law Concerning the Work Should a suit of law be entered into either by the contractor (or his surety) against the owner or by the owner against the contractor (or his surety), the suit of law shall be tried in the county of the state in which the work was or is to be performed. If one of the questions at issue is the satisfactory performance of the work by the contractor and should the appropriate court of law judge the work of the contractor to be unsatisfactory, then the contractor or his surety shall reimburse the owner for all legal and all other expenses (as may be allowed and set by the court) incurred by the owner because of the suit of law and, further, it is z.greed that the owner may deduct such expenses from any sura or sums then or that may become due the contractor. Should there be no such funds available or should such funds be not sufficient to cover the said expenses, then the contractor or his surety shall pay all or such additional costs involved. GC-09 MEASUREMENT AND PAYMENT 3, 9. 1 Methods of Measurement and Computation All work completed under the contract shall be measured by the engineer according to United States standard measures. The methods of measurement and computation to be used in the determination of the quantities of materials furnished and the quantities of work performed under the contract shall be the methods outlined in thes,; specifications or by those methods generally recogtniaed as good engineering practice, which, in the opi,,,nn of *t.e engineer, give the greatest accuracy consistent with practicable application. 3. 9. 2 Scope of Payment Thc contractor shall accept the compensation, ae. herein pro- vided, in full payment for furnishing all materials, labor, tools and equipment , and for performing all work under the contract, also for all 2-7 GC-35 loss, damage, or liability arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until its final accept- ance by the owner. 3. 9. 3 Alteration in Details of Construction The owner reserves the right to make, at any time during the progress of the work, such increases or decreases in quantities and such alterations in the details of construction as may be found to be necessary or desirable. Such increases and alterations shall not inval- idate the contract nor release the surety, and the contractor agrees to accept the work as altered, the same as if it had been a part of the original contract. Unless such alterations and increases or decreases materially change the character of the work to be performed or the cost thereof, the altered work shall be paid for at the same unit prices as other parts of the work. If, however, the character of the work or the unit costs thereof are materially changed, an allowance shall be made on such basis as may have been agreed to in advance of the performance of the work, or in case no such basis has been previously agreed upon, then an allowance shall be made, either for or against the contractor, in such amount as the engineer may determine to be fair and equitable. No claim shall be made by the contractor for any loss of antici- pated profits because of any such alteration, or by reason of any variation between the approximate quantities and the quantities of work ap clone. 3. 9. 4 Quantities and Unit Prices a. Lump Sum. The contractor shall include in the contract sum all allowances named in the contract document for items (or for the entire work) which are to be paid for under a lump sum price(s) and shall cause the work so covered to be done for such sums. Should the engineer direct that additional work be required or work deleted under a lump sum price(s) item, the contract sum will be adjusted therewith by negotiation or may be based upon the basis of "extra work" for additional work at the option of the owner. The contractor declares that the lump sum price(s) includes such sums for all expenses and profit as he deems proper. No demand for expense or profit other than those included in the lump sum price(s) will be allowed. b. Unit Prices. The total amount to be paid under the •contract for items for which unit prices are to be named will be calculated on the basis of the unit prices named in the proposal for the quantities actually incorporated into the finished project, all as provided by the proposal. 2-7 GC-36 i The quantities named in the proposal or separately listed are approxi- mate only but these are to be used as a baric for the comparison of bids and to determine the amount of the performance bond. However, if unit prices appear to the owner to be unbalanced to such an extent that changes in actual quantities required under the contract might result in contrast price adjustments which would increase payments to the contractor ex- cessively, then the owner may take such a condition under consideration in making the award of the contract. The owner expressly reserves the right to increase or decrease the estimated quantities during construc- tion and to make any reasonable changes in design without thereby being obligated to the contractor in any way as a result of losses he may sus- tain because of inadequate unit prices or because anticipated profits are not realized. 3. 9. 5 Claims for Extra Compensation In the event any situation arises which, in the opinion of the con- tractor, r.ntitles him or will entitle him to compensation in addition to that which he will receive at the prices and on the basis of payment specif- ically set forth ir. the contract and in previously issued extra work orders, price agreements and supplemental agreements, the contractor shall notify the engineer of the situation and of his intention to make claim for such additional or extra compensation. The notice to the engineer shall be made in writing and shall be delivered before any of the extra expense to be claimed is incurred. The notice shall. set forth the grounds on which the additional or extra compensation is to be claimed. If notice to the engineer is not thus given, or if the engineer is not afforded proper facil- ities by the contractor for keeping strict account of actual cost, then the contractor hereby agrees to waive the claim for such extra compensation. Such notice by the contractor, and the fact that the engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. In case the claim is found to be valid and just, it may be allowed and paid for as an extra as provided herein for extra work, or it may be allowed and paid under a supplemental agreement to be entered into between the parties to the contract. 3. 9. 6 Payment for Force Account Work When extra work is ordered by the engineer to be done on a force account basis (either by the contractor or an approved subcontractor) such work will be paid for on the basis of the actual cost to the contractor or subcontractor plus an allowance of fifteen (15) per cent thereof. Where said work is performed by an approved subcontractor, five (5) per cent will be allowed the contractor for supervision of the subcontractor's work. 2-7 GC-? 7 -=E1 The items of cost to which the above percentage will be added and to which payment will be restricted are as follows: a. The payment to be made for labor used in the work will be made at the rates actually paid (plus a sum not to exceed twenty-five (25) per cent thereof for items of direct overhead on labor such as but not limited to welfare or fringe benefit payments, social security, account- ing, insurance, etc. ) to the laborers and foremen by the contractor or subcontractor unless these rates are in excess of the current local pre- vailing wage rates, in which event, payment will be mwle at the local preirailing wage rate. The time allowed will be the number of hours worked directly on force account operations. b. Payment for purchased materials, equipment, and supplies used on force account work will be made at the prices billed to the con- tractor or subcontractor by the supplier, less all discounts. It will be assumed that the ;ontractor or his subcontractor has taken advantage of all possible discounts on bills for materials and supplies, and such dis- counts will be subtracted from the total amounts of bills regardless of any failure of the contractor to take advantage of same. Freight and express on material and supplies will be considered to be a part of the cost and will be paid for as materials and supplies. c. Materials and supplies produced by the contractor or subcon- tractor will be paid for at prices to be agreed upon between the contractor and the engineer, which prices will be no greater than the prices at which the materials and supplies can be obtained elsewhere. -' Where the use of rental equipment is authorized by the engi- neer, rental on such equir•nent used will be paid at the rates actually paid by the contractor or subcontractor unless these rates are in excess of the current local rates, or unless the equipment is owned by the contractor nr subcontractor, in either of which events payments will be made at the rates to be agrc 2d upon between the contractor and the engineer prior to begin- ning work, which rates will in no case be greater than the current local. rates. For equipment rented on a daily or hourly basis, rental will be allowee for only those days or hours during which the equipment is in actual use. For equipment rented on a monthly basis, straight time rental will be allowed from the day the equipment is first used on the particular piece of force account work until and including the last day on which it is used on that particular work, provided the. equipment is not used on other work during the period, and provided further that the equipment is not idle for a continuous period of more than six days. No rental will be allowed for any parts of idle periods of lengths greater than six days or for any time during which the equipment is used on other work. 2-7 GC-38 i IThe rental allowed for equipment will in all cases be understood to cover all fuel, supplies, repairs, and renewals, and no further allow- ances will be made for those items unless specific agreement to that effect is made in writing before the work is commenced. Individual pieces of equipment having a value of one hundred (100) dollars or less will be considered to be tools or small equipment, and no rental will be allowed on such. subcontractor) fifteen (15) per cent allowance to be made to the contractor (or will be made on all items of cost listed above except for rental on equipment authorized by the engineer to be used on the Iwork in which case the allowance will be five (5) per cent. The percentage allowances made to the contractor in accordance with the terms outlined above will be understood to be reimbursement and compensation for all superintendence, use of tools and small equip- ment, overhead expenses, bond cost, insurance premiums, profits, i indirect costs and losses of all kinds, and all other items of cost not specifically designated herein as items involved are furnished or incurred by the contractor or by the subcontractor. No other reimbursement, com- pensation or payment will be made for any such ser,,.ces, costs or other items. I Should any percentage allowance or other corresponding allowance be made by the contractor to a subcontractor (other than specified herein), in connection with force account work, such allowance shall be at the tole I expense of the contractor and the contractor will not be reimbursed or otherwise compensated for the same by the owner. I3. 9. 7 Force Account Bills Bills for force account work must show in payroll form the dates, I names, hours worked each day, rates of pay, and amounts paid to each individual employed on such work, and must give in detail the nature of the work done by each. Bills for materials must be fully itemized, show- ing dates of delivery, quantities, unit prices, amounts, and discounts, and must be accompanied by receipted invoices covering every item. IAll bills, payrolls, and other forms of claims for payment on force account work must be submitted in triplicate, must state the number of force account work or change order applicable and the name or number of the contract under which the work was performed, and must be approved by the engineer. Failure to present claims in proper form within thirty (30) days after the close of the month in which the work covered was per- formed shall constitute a waiver on the part of the contractor of his right to present such claim thereafter or to receive payment therefor. I 2`7 GC-39 I 3. 9. 8 Payment for Omitted Items The owner shall have the right to cancel the portions of the con- tract relating to the construction of any item therein by payment to the contractor of a fair and equitable amount covering all items of cost in- curred prior to the date of cancellation or suspension of the work by order of the engineer. Where practicable the work completed before cancellation shall be paid for at unit prices, otherwise the contractor shall be allowed a profit percentage on the materials used and construc- tion work actually performed at rates as provided under "Payment for Force Account Work", Article 3. 9. 6, but no allowance will be made for anticipated profits. Acceptable materials ordered by the contractor or I delivered on the work prior to the date of cancellation or suspension of the work by order of the owner shall be purchased from the contractor by the owner at actual cost and thereupon becomes the property of the I owner. 3. 9. 9 Partial Payments At a regular ,period each month the engineer shall make an esti- mate of the amount of work completed and of the value of such completed work. He shall also make an estimate of the amount and value of accept- able mater, t. , be incorporated in the completed work which has been delivered and properly stored at or near the site or at an acceptable loca- tion to the engineer. With these estimates as a base, a partial paymei,t shall be made to the contractor, which partial payment shall be equal to the value of completed work as computed from the engineer's estimate, plus the value of accepted materials which are in a condition or state of fabrication ready to be incorporated in the completed structure and which are held in storage on or near the work, the value of such materials com- puted in accordance with Article 3. 9. 10 of these specifications, less such amounts as may have been previously paid, less such other amounts as may be deductible or as may be owing and due to the owner for any cause, I and less an amount to be retained in protection of the owner's interests. Until such time as the work is accepted by the owner the retained percentage shall be ten (10) per cent of the value of the completed work unless applicable state laws or municipal ordinances provide for a greater sum; then the amount required by such laws or ordinanr.es shall be re- tained. The engineer may withhold or, on account of subsequently discov- ered evidence, nullify the whole or a part of any payment certificate to such extent as may be deemed necessary to protect the owner from loss on account of: 2-7 GC-40 a. Defective work not remedied. b. Claims filed or reasonable evidence indicating probable filing of claims. c. Failure of the contractor to make payments properly to sub- contrar• rs or for material or labor. d. A reasonable doubt in the opinion of the engineer, that the CC.Aract can be completed for the balance then unpaid. e. Damage to another contractor. Should the amount due the contractor under the estimate for any given month be less than five hundred (500) dollars at the option of the engineer, no payment shall be made for that month. Partial payments shall riot be construed as an acceptance or approval of any part of the work covered thereby, and they shall in no manner relieve the contractor of responsibility for defective workman- ship or material. The estimates upon which partial payments are based are not rep- resented to be accurate estimates, and all quantities shown therein are subject to correction in the final estimate. If the contractor uses such estimates as a basis for making payments to subcontractors, he does so at his own risk, and he shall bear all loss that may result. The making of partial payments under the contract, either before ()r after the date set for completion of the work, shall not operate to inval- idate any of the provisions of the contract or to release the surety. At the time payment is made for any materials which have been stored at or near the site, the ownership of such materials shall be vested in the owner, and they shall remain in storage until used on the work. Such materials shall not be used on other work. 3. 9. 10 Advances on Materials For materials delivered and held in storage upon the work (or near the site of the work if approved by the engineer), allowances will be made in the partial payments to the contractor. These allowances shall be in amounts not exceeding ninety (90) per cent of the net cost to the contractor of the material f. o. b. the work, and from such allowances there shall be retained the percentages regularly provided for in connec- tion with partial payments. In cases where there is a bid price on a given i 2-7 GC-41 material in place the allowance shall be further limited not to exceed ninety (90) per cent of the difference between the bid price and the cost of placing as estimated by the engineer. At the option of the engineer, no allowance for materials shall be nude on any partial estimate unless the total allowable value for all mate- rials on hand is at least one thousand dollars ($1, 000. 00) and no allowance shall be made upon any single class of material the value of which is not at least five hundred dollars ($500. 00). The inventory of materials for which advances are requested shall be kept to a reasonable size as approved by the engineer. No allowance shall be made upon fuel,., supplies, form lumber, falsework, or other materials, or on temporary struftures ,if any kind, which will not become an integral part of the finished construe, Lon. As a basis for determining the amount of advances on material, the contractor shall make available to the engineer such invoices, freight bills, and other information concerning the materials in question, as the engineer may request. Should there be reasonable evidence, in the opinion of the engineer, that the contractor is not making prompt payments for material on hand, allowances for material on hand will be omitted from partial payment. 3. 9. 11 Allowance for Materials Left on Hand Materials not required by the unit or lump Sum prices named in the proposal but delivered to the work at the order of the engineer but left unused due to changes in plans, will, if the materials are not practicably returnable for credit, be purchased from the contzactor by the owner at actual cost (without percentage allowance or profit), and shall thereupon become the property of the owner. 3. 9. 12 Final Estimate As soon as the completed work shall. have passed satisfactory in- spection, the engineer will so notify the owner and contractor in writifLg and the contractor will then be paid an amount such as will make the total payments equal to the total contract price less the retained percentage. Payment of the final estimate will be made at the same time in the month and in the same manner as above provided for monthly estimates. The retained percentage of the final contract price shall be retained for a period of thirty (30) days following the final acceptance of the completed project, and every person performing labor or furnishing !3upplies toward the completion of said improvement or work shall have a lien or claim upon said fund so reserved, provided such notice of the lien or claim of such claimant shall be given in the manner and within the time provided by law. 2-7 GC-42 After the expiration of thirty (30) days following the final accept- ance of thework, said reserve, or all amounts thereof in excess of a sufficient sum to meet and discharge the claims of material men and laborers who have filed their claims, together with a sura sufficient to defray the cost of such action to pay attorneys' fees, shall be paid the contractor. 3. 9. 13 Suspension of Payments No partial or final payment shall be made as long as any order made by the engineer to the contractor in accordance with the specifica- tions remains uncomplied with. Neither shall any partial or final pay- ment be made as long as any claim or lien filed or prosecuted against the owner, the owner's officers or employees contrary to the provisions of the contract remains unsatisfied. 3. 9. 14 Correction of Work after Final Payment Neither she final certificate nor payment nor any provision in the contract documents shall relieve the contractor of responsibility for faulty materials or workmanship and unless otherwise specified, he shall rern- edy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance. The owner shall give notice of observed defects with reasonable promptness. The contractor shall initiate corrective action within five (5) da, s after written notification from the owner. All ques- tions arising unr'.er this article shall be decided by the engineer. 3. 9. 15 Payments Payments under the contract shall be paid in cash by the owner unless otherwise provided by the special provisions of these specifica- tions. 2-7 GC-43 STANDARD TECHNICAL SPECIFICATIONS FOR SEWER WORK SW-01 GENERAL The specifications contained herein and in conjunction with the applicable requirements of other parts of the specifications, the plans and addenda, if issued, shall govern the character and quality of material, equipment and 'construction procedures for sewer work. SW-02 RIGHT-OF-WAY The owner will provide the necessary right-of-way or easements for the work. Information regarding the width, status, and special condi- tions attached to right-of-way or easements can be obtained from the owner in advance of the date when bids are received; the contractor shall confine his operations to the designated areas and observe all restrictions. Spe- cial occupancy and use of the streets are subject to and limited by permit from the proper officials, which must be obtained before the streets are obstructed in any way. Reasonable occupancy and use will be supported by the engineer's certification if necessary. SW-03 SURVEY MONUMENTS AND PROPERTY CORNERS At various points throughout the work, excavation may be expected to disturb existing survey monuments and property corners. It shall be the responsibility of the contractor to locate and reference the-e markers ahead of his operations and restore them properly and correctly all at no expense to the owner. The engineer will supply information relative to th(� approximate locations of monuments and corners but final responsibility Fo.r location, referencing and restoration shall rest with the contractor. SW-04 INTERFERENCES AND OBSTRUCTIONS The drawings show the location of existing sewers, water mains, and other utilities adjacent to the lines of sewer construction. These data have been compiled from the best available sources, but are to be used for informational purposes only and accuracy is not guaranteed. The contrac- tor shall make excavations and borings ahead of his work where necessary to determine the exact location of underground pipes or other features which might interfere with construction. He shall support and protect pipes or SW-01 other services where they cross the trench, and shall be responsible for all damages incidental to interruptions of service that may be due to his operations. At certain places power, light, and telephone poles may interfere with excavation and the operation of the contractor's equipment. Necessary arrangements shall be made with utility companies for moving or maintaining such poles. The utility company affected by any such inter- ferences shall be notified thereof so that the necessary moving or proper care of poles and appurtenances may have appropriate attention. If it is necessary for the contractor to incur expense because of such overhead utility lines (other than those incidental to bracing of poles or the incon- venience of handling tools or equipment in the vicinity of such facilities, for which no extra payment will be allowed), he shall receive extra compensa- tion therefor after such work has been ordered by the engineer in accordance with the standard provisions for ''extra work". Should the area in which construction takes place be served by rural mail carrier service, the contractor shall cooperate with the mail service and temporarily install, in a convenient location, rural mail boxes which must be removed or blocked by construction operations. As soon as the work is completed all mail boxes removed shall be replaced undamaged in their original location, No extra payment will be made for work incidental to removing, temporarily relocating and replacing mailboxes. All costs resulting from any other interferences and obstructions, or the replacement of such, whether or not herein specifically mentioned shall be included and absorbed in the unit prices of his bid. SW-05 TRAFFIC MAINTENANCE AND PROTECTION The work shall be done under a program which shall have the approval of the engineer and create a minimum of interruption or inconvenience to pedestrian and vehicular traffic. All arrangements to case for such traffic shall be the contractor's responsibility and shall be made at his expense. Except with the special permission of the o'.s er not more than one street intersection shall be closed to traffic at any one time. The contractor shall notify the police and fire department having ,jurisdiction of the closing and opening of streets. On streets where traffic is heavy, the engineer may require the construction of two-way bridges of adequate design; they shall be provided with guard rails and shall be well lighted at all times. Detours as required by the engineer shall be surfaced with gravel or c ushed rock and maintained in good condition. Detours for pedestrians shall not exceed one block in length, and foot bridges over the trenches shall be provided with adequate handrails. All work shall be carried on with due regard for safety to the public. Open trenches shall be provided with barricades of a type that can be seen SW-02 at a reasonable distance, and at night they s?:all be distinctly indicated by adequately placed lights. Safety instructions received from the engineer or owner shall be observed, but the following of such instructions shall in no way relieve the contractor of his responsibility or liabilit-r should any acci- dent or loss occur as the result of his construction operations. All expense involved in the maintenance of traffic, detours, bridges, etc. , shall be borne by the contractor and the amount thereof shall be absorbed in the unit prices of his bid. SW-06 PRIVATE ROADS AND DRIVEWAYS Bridges at entrances to business properties where vehicular traffic is necessary shall be provided and maintained, they shall be adequate in width and strength for the service required. Ne private road or driveway may be closed witho,,t the approval of the engineer unless written authority has been given by the owner whose property has been affected. All expense involved in providing for construction, maintenance, and use of private roads or driveways, etc. , shall be borne by the contrac- tor and the amount thereof absorbed in the unit prices of his bid. SW-07 COUNTY ROADS AND STATE HIGHWAYS Where a sewer is to be constructed wholly or partly upon the right- of-way of a County, Public Road, or State Highway, the owner will procure from the proper County or State official any right-of-way permit necessary for such work, but the contractor shall obtain all construction permits and pay all fees or charges and furnish a h, nd if necessary to insure that all requirements of the County or State will be observed and the roadway and ditches restored to their original condition or one equally satisfactory. A copy of all permits shall be kept on the work for use of the engineer and all requirements of County and/or State authorities shall be as strictly observed as though they ,ere fully stated herein. SW-08 RAILROAD t'NDERCROSSINGS Whenever a sewer passes under a railroad or is on a railroad com- pany right-of-way, the work to be done shall be subject to the approval of proper officials of the railroad involved. Plans and specifications will be filed with the railroad concerned, prior to the time of bidding but it is the responsibility of the contractor to determine for himself at the time of bid- ding the requirements of the railroad with respect to maintaining traffic, amounts of insurance, and allowable construction procedures. A1.1 costs due to the existence of the track and the requirements of the railroads shall be covered by the price bid in the contractor's proposal. SW-03 AL 1 SW-09 CLEARING AND GRU9BING The contractor shall do alp clearing and grubbing necessary in the construction of the sewers and the cost thereof shall be absorbed in the unit prices of his bid. SW-10 CUTTING PAVEMENT, SIDEWALKS, CURBS AND GRAVEL SURFACES Pavement or other street surfaces shall be cut only to the minimum width which will permit the proper excavation and bracing of the trench. Sidewalks generally shall be removed to regular lines and squares but, where practicable, removal may be avoided by tunneling. Where possible the cut- ting of curbs shall also be avoided by the use of tunnels. Where the bid I prices provide payment for cutting and replacing pavement, sidewalks or curbs, if in ,;,rder to minimize surface disturbance and traffic interference, I the contractor elects to use the c.ut and tunnel method, he shall be allowed the same full measurement as though all material had been removed. Wherever old pavement is encountered, at any depth, below an exist- I ing wearing surface no extra payment will be made for work incidental to cutting or removal of such pavement. It is the responsibility of the contrac- tor to ascertain for himself the conditions which exist with regard to old pavements or wearing surfaces and all casts due to their existence shall he absorbed in the unit price of his bid. SW-11 LANDSCAPED AREAS In any portion of the line crossing private property or landscaped areas, the contractor shall excavate the top soil separately, and pile it on the opposite side of the trench from the subsoil, and shall conduct his work in a manner that will replace original conditions aF aearly as practicable. The contractor shall remove and replace any trees, Shrubs, plants or sod that cannot be preserved by construction of short tunnels. All. sliru.bs ' or plants F3hall be balled by experienced men, carefully handled and kept: watered, and replaced in their original positions without damage. Seri shall be handled in a similar manner. Wherever it cannot be saved and restored, the ground must be reseeded and cared for until a stand of grass is re- established, all at the expense of the contractor. Plants or shrubs killed or destroyed must be paid for by the contractor. It is the intent of tliiw paragraph that the contractor shall not meet unreasonable dernands of the property owners, but shall leave the surface and planting in substantially the same condition as before the work is undertaken. SW-04 1. SW-12 TRENCH EXCAVATION a. General. The sewers shall be laid in continuous open trench except that, in special locations, short tunnels or the cut and tunnel method of excavation may be used either under specific instructions of the engineer or at the insistence of the contractor with approval by the engineer. The engineer may require the use of tunnels to pass obstructions or to minimize traffic interference. The contractor shall not tear up a street or excavate any trench until he has on hand all lumber, pipe and other material, and all equipment necessary for the rapid completion of the sewer therein. Except with spe- cial permission from the engineer to do so, not more than five hundred (500) feet of trench shall be opened in advance of the completed sewer. Trenches shall be excavated to lines and grades as staked, with a maximum width at the top or crown. of the pipe not to exceed the nominal inside diameter of the pipe plus 2 feet. In the event the contractor should over-excavate in width or depth he shall provide select bedding (Class A or B) for the full length of the over-excavation all at no expense to the owner. The minimum trench width shall be adequate to permit proper laying of pipe and making joints and to allov for suitable inspection. Excai-ated material shall be piled at the side of the trench where it will give the best protection for the work and minimize interference with traffic. Space shall be allowed for a man to walk and work between the edge of the trench and the toe of the slopes of the spoil piles. b. Classification of Excavation. Unless specified in the Special Provisions and/or indicated otherwise by the proposal, there will be no classification of excavated materials and the term "excavation" shall in- clude all materials excavated or removed regardless of the type, charac- ter, composition or condition of the material so excavated, and shall further include all debris, junk, broken concrete and all other materials within the excavation limits. c. Excavation Below Grade. If the bottom of the trench at grade is in unstable material., the engineer may order Class A or B bedding .and if extra depth of bedding is ordered, payment will be made as specified in Section SW-27. Excavation below grade which is made inadvertently or without authority shall be restored to grade by backfilling with Class A or B bedding at the expense of the contractor. d. Wet Excavation. The trench at all times shall be kept free from water and so facilitate fine grading, the proper laying and joining of pipe, and prevention of damage to completed joints. Adequate pumping equipment SW-05 shall be provided to handle and dispose of the water without damage to adjacent property. Water in the trench shall not be allowed to flow through the pipe whale construction work is in progress unless special permission to do so has been given by the engineer. An adequate screen shall be pro- vided to prevent the entrance of objectionable material into the sewer. The contractor shall ascertain to his own satisfaction the extent to which water may occur, the nature of the material. in which it will appear, and the extent to which such occurrence of water shall affect his bid. All costs to the contractor for pumping or otherwise dewatering the trench shall be absorbed in the unit prices of his bid. No extra of any nature will be allowed by reason of water fround in the trench excavation or that may enter such excavation as runoff from storms. SW-13 TUNNELS IN LIEU OF OPEN TRENCH The cut and tunnel method may be used only where ground conditions are favorable and approved by the engineer. The open cut between tunnels shall be not less than 10 feet long. Tunnels shall not be narrower than the width of the trench, and shall allow at least two (L) feet of clearance over the top of the: brills of the pipe at the mid;.)oint between cuts from the roof slopes upwards therefrom to tunnel endr. at a, rate of approximately three (3) inches per foot to facilitate the proper placement of the backfill and in- spection of the work. In no case shall. a tunnel cover a wye branch unless specifically- approved by the engineer. The trench bottom in tunnels must be accurately shaped and graded and meCiods shall be adopted to place and join pipes with results equivalent to those ibtained in open trenches. Special tools must be provided and uaed to place anti tamp backfill, and the opening around and over the pipe must he completely fliled with well-compacted material. LF the nature of the excavated material is such that it cannot be readily u-compacted, the conixa,-Jor shall, at his own expense, furnish and place bank-run sand or gravel in the tunnel backfill. SW- 14 BLASTING Excavation wh.�ch regt.ires the use of explosives shall be carried out in strict coidurma.nce to all local and state laws pert?.vent to this type of. work. All shots shall be covered by suitable mats, backfilling and/or such other prec.a.ution.s as may be necessary for protection of life and property. The contractor shall be held responsible for all accidents and/or damages caused by blasting operations. No blasting shall by carried on without an experienced supervisor and a representa.tl.ve of the engineer at each site where blasting is in progress. 4 SW-06 i 1 SW- 15 SHEETING AND BRACING IThe contractor shall furnish, place, and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any movement therein which might damage or delay the work or cause injury Ito street surface or adjacent property, and as necessary to provide full safety for workmen and the public. If, in the opinion of the engineer, any timbering is inadequate, he may order additional supports which must be furnished and placed, but compliance with such orders or failure of the engineer to give them shall not release the contractor from his responsibility in respect to the adequate maintenance of trenches. If necessary to preserve Ia suitable grade for the pipe, the trench shall be solid-sheeted with interlock- ing sheeting which shall be driven far enough below grade to prevent the in- flow of material from outside the trench lines. Transverse bulkheads may also be required to prevent movement along the line of the trench. I Unless expressly ordered by the engineer, the contractor shall remove all timber from the trench before or during the backfilling operations. If, in the opinion of the engineer, the safety of the street, sewer, public utilities, I or private property requires that any portion of the timber be left in the trench, the engineer shall so order in writing, and shall. designate particularly what timber shall be left in place. Sheeting left in the trench shall be cut off about two feet below the surface of the ground. Lumber left in the trench on written order of the engineer, and only such, shall be paid for under the appropriate item of the contract price schedule. Any timbering left in tunnel shall be at the option of the contractor and no payment will be made therefor. SW- 1 b SEWER GRADE AND ALIGNMENT At ititervalg of not greater than fifty (50) feet the engineer will set grade hubs or other suitable markers on an offset line and shall furnish the contractor with their elevations and the corresponding sewer invert eleva- tion at such points. Should the contractor or his employees cause or allow removal of stakes or marks, their replacement shall be at the contractor's expense. Wherevcr work is in progress, the contractor shall have instru- ments if required and other facilities for setting of batter boards or other construction guides from the line and grade stakes given by the engineer. He also shall have in his employ a man who is qualified to use such instru- ments and who shall have the duty and responsibility of placing and main- taining such construction guides. Such employee shall be available as an assistant to the engineer when he is called upon to give lines and grades where work is under way. Additional help for the engineer may be required and shall be furnished upon request, When such assistance is requiredand is requested by the engineer, it. will be paid for under the terms of ''extra work". SW- 0 i I The method of transferring grades from the offset hubs to the sewer pipe shall be subject to approval of the engineer. If batterboards are used, I they shall be at least 1 "x4" supported on 2"x4" stakes or approved metal rods and shall be placed every 25 feet. At least 3 boards must be in place at any given time to facilitate checking of line and grade. Both line and grade shall be checked for each piece of pipe laid, except at tunnels where i methods which are acceptable to the engineer shall be used to carry forward line and grade. SW-17 SEWER PIPE a. General. Pipe used for sewers shall be of the type and strength designate- on the plans, or in the proposal and to the extent therein specified or show. sl all conform to the appropriate specifications in this section. Measuremei t for payment shall. be as defined in Section SW-27. b. Concrete andC_lav Pipe. WheMe conc:retA or clay pipe is spe=cified it shall. conform to the following applicable specifications: A. S. T. M. Spec. CZOO for "Extra Strength Clay Pipe"; A. S. T. M. Spec. C14 for "Extra StrerLgth Concrete Sewer Pipe A. S. T. M. Spec. C76 for "Reinforced Concrete Culvert, Storm Drain. and Sewer Pipe" of the class specified elsewhere herein, c. Ar ocstos-Cenien Pi e. (1) Non-pressure pipe. Where asbestos-cement r_on-pressure pipe i9 called for on the plans it shall conform to ASTM Specifi- cation C--47.8-59T. Class 1500 shall be used only where trench dept's is lei:; than twelve feet F.nd Class 2400 shall be used where trench depth exceeds twelve feet unless higher class pipe is re- qut.red by the plans or specifications. (2) Pressure pipe. Where asbestos-cement pressure pipe is called for on the plans it shall conform to ASTM Specification C296- 59T. All fittings shall be cast iron d. Cast Iron Pipe. All. cast iron pipe shall conform Federal. Specification WW-P-421b and ASA Specification ?I. 6 and, unless other- �, 1:;. designated, shall be Type iI or Type 11I, Class 150, cement-lined ) and seal. coated. All fitting, , unless otherwise specified. shall be- short- body, mechanical-joint cast iron conLrorrning to ASA Specifications A21. 10 and A21. 11. 1 i SW-08 k SW- 18 JOINTS FOR SEWER PIPE All sewer pipe, regardless of size and/or service, shall have a rubber gasket closure of a design specifically for the pipe being used. Rubber gaskets for jointing concrete sewer pipe shall be "O" ring or "D" ring conforming to ASTM Specification C-443-60T. Rubber gaskets for ' asbestos-cement sewer pipe shall meet the requirement of ASTM Specifi- cation D- 1869-61 T. SW- 19 PIPE LAYING All pipe shall be laid with Class C-Standard Bedding unless other- wise indicated on the plans or ordered by the engineer. Class A-Concrete Bedding and Class B-Special Bedding, if required, and Class C-Standard Bedding shall be installed as indicated on the plans. Measurement for pay- ment shall be as defined in Section SW-27. With Class C-Standard Berlding, the pipe shall be supported for at least the bottom 900 and throughout its length (except for the minimum dis- tance necessary at bell holes) by undisturbed trench material or by its equivalent which may be provided by tamped or water-settled material of suitable character in which the excavation is then made to secure the re- quired support. The fine grading of the trench bottom to provide standard bedding shall be done by hand tools, using lines, straight edges, and tem- plates to provide as uniform support for the pipe as reasonably can be obtained. The fine grading generally shall be done about ten feet ahead of the pipe laying. For bell and spigot pipe, the bell holes shall be ade- quate to permit making the joint, but no larger than necessary so that maximum support on undisturbed ground will be provided for the pipe. Each section of pipe shall be handled carefully and placed accurately; the spigot end shall be inserted to the full depth of the bell and properly sup- ported to insure true alignment and an invert which is smooth and free from roughn,iss or irregularity as nearly as this is practicable to attain. The ends of each pipe shall be checked for line and grade. When perfectly aligned, the pipe shall be supported by placing sufficient backfill material alongside and carefully tamping it into place. At the close of a day's work the end of the pipe shall be closed by a tight-fitting stopper. SW-20 BRANCHES Branches are defined as either Y's or T's. Branches shall be placed where indicated on the plans or ordered by the engineer. Before be- ing lowered into the trench these fittings shall be inspected to see that they are soi..,d and that the branch is properly formed. Wherever practi- cal, branches shall be placed with an angle of approximately 450 upward from the horizontal. Where the corresponding house connection is not to SW-09 be laid immediately, the branch shall be closed with a stopper of the same material as that of the pipe. The stopper shall be wired, in place and the joint shall be of the same material as for the sewer. if any branch is placed when an inspector is not present, the foreman i;1 charge shall place a stake and see that. it 5.s maintained to mark the location of such branch until the proper record has been made by the engineer or his inspector. Branches on asbestos-cement pipe shall be manufactured specially for the pipe used. Where c,:ist iron bolt-or. branch conr_ection.H are used, the pipe shall be cut and the branch connectio^ bolted on with bronze bolts in accordance with iristrw twor_s of t'-',ie m;ar.::lfa.-_.turer. SW-21 HOUSE CONNECTIONS House connections, w, ,:re requ'.red b..; t'!e plans or orlered by the engineer, shall be of the s'.Le deslg_ra.ted, -.r-d laid to the grade designated by the engineer. The ho'..se .. :__r.eo.'_on wiia. he laid approximately to the property line. The term:in.r.: = o'" tln !icu.se co.-nect:ion shall be sealed with a stopper in a manner Sim .a.r to t:tAt req: .re.d for the branch. Bends may be required to obtain the req•ared eleva.ti.c- of the house service at its terminus. These berls will be p�s.d for under the appropriate items of the proposal. The terminus of the hc-,._Ae connection shall_ be peirnanently marked by means of a 1" x 2" stake matt'ed "Y" or "T" and d.ri-ger, into undisturbed ground immediately adjace;-*. t,:, the end c£ t-he treh an4 ':rmly attached to the house connection etoppe.r b) mea.ne of a gal.-A-_',zed w re. Inasmuch as the t-ltal. Une31 fee4. Cf sewer p_pe req-..'red for house connections will net generally be known ,4.,f a. `? p pr.-,'F:;t i3 comp:'.eted, the amount given in the prcpoaal bha.11 be cc.- ;,Aered as a basis for com- parison of bids only and any delet:io , cr add*.1 ed by the ovir:er sha.'.: be permitted under the terms of these sp(-.c _'' ,,.d all payment made therefor shall be in accordance wlf_•l *he 3ppr-_pr.'., ^.', price n,Lrned in the proposal for the work. SW-22 CONNECTIONS TO EXISTYNG SEWERS Connections to existing sewers and str -+ res shall be m34e in a workmanlike manner, they shall be tight and sl,all have smooth flew sur- faces and curves. Payment will be made for Bach cci-nectione ,according to the bid price in the appropriate item of the prol.-�sal. and if there is no specific item in the proposal to coyer cor.nect.ic-.s to existing sewers the cost thereof shall be absorbed ;- thF c•ari,-)us un.i' prices of the bid. SW- 10 SW-23 MANHOLES AND CLEAN OUTS a. General. Standard manholes shall be of the form and dimen- sions shown by the detail except that such minor modifications may be made as will meet the approval of the engineer. Should the contractor be equipped with special forms for making cone i ete manholes which may differ only slightly in pattern from those detailed, pe:-mission will be given to use such forms. However, in all cases cones with one flat Bide will be required. Monolithic concrete manholes may be used or manholes may be made with precast rings of a tyle approved by the engineer. The result- ing manhole shall be watertight and equal in quality for the service intended as monolithic concrete construction. The bottom of each manhole shall be carefully formed, the curves of tributary sewers made as easy as possible. All concrete shall be 3000 psi. When precast concrete rings are used, each ring shall be set in mortar. The joints shall be completely packed with mortar consisting of one part cement and two parts mason sand and of a consistency which will not run. The i..side shall be troweled or rubbed smooth. The base shall be concrete poured to an elevation at least one inch higher than the top of the largest pipe. The manhole shall include genuine wroaght iron steps as detailed on the plans. Payment for manholes will be as defined in Section SW-27. b. Drop Manholes. Where indicated on the plans, drop manholes shall be constructed. Extreme care shall be used in the backfilling of the trench and the drop to prevent breakage or settlement of the riser and inlet pipe. c. Manhole Covers. Frames and coversfor manholes and similar appurtenances if they are to be used under street-trefEic conditions shall be of cast-iron and suitable for heavy traffic. They shall conform in weight and dimensions to the general requirements of the plans and other- wise be equivalent to those commonly used in city streets where traffic may be heavy. Light weight, sidewalk type manhole covers and frames may be used where street traffic will not be encountered or where pe. - mitted by the plans. Contact surfaces between frames and covers shall be machined to provide a uniform contact surface. Water-tight manhole frames and covers shall be used where called for on the plans or ordered by the engineer. The covers for traffic and suburban manholes shall not have more than two vent holes. SW- 1 1 d. Clean Oiits. Where indicated on the plans or ordered by the engineer, clean vu.tt, shall be constructed as detailed on the plans. The riser pipe shall be encased in concrete and shall be capped with a cover supported on the concrete encasement. SW-24 BACKFILLING Backfilling around the pipe arld for one foot above it shall be of earth, sand, or .fi..r.e material, free from stories or hard iumps. It shall be carefully and thoroughly tamped in layers not exceeding six (6) inches deep so that the fil.►_ is fully ccmpact-eyd for the entire width of the trench. The remainder of the backfill shall then. be water-settled by depositing the material in a trench partly f.l.led water, or je;tVng with water after. backfilling. If thematerial. is n:a nature n-^t capable of proper compaction with water, it shall bt: machint,.-.tamped in layers: riot. to exceed one foot in thickness. If ranµ of the above rnct,ds arr al;pli; - b.le, due to moisture or other conditions, the e.g.ineaer tra permit. thy: ;�,n of random backfilling after completion of precove•r. Tt,. this , -e- !',, ,rtt,.rarlor will. be required to promptly place s,-j.ch bark r,i--: -and :�)r gra-.r , and/or rrushed rock as necessary tc- maintain the street, -+ :, res•lrfa.cin.g has been accom- plished. Resurfacing will, nct be pe.rrn-•Ie.cl lvhere. random backfill has been placed ,i.rtil s'xff`.L.Je.nt. C.rn 1';.3s h,eer. ,:allo•kvr.d for t.reyn(;h se.ttl.errment. ,n%f: eniximlm size- A scot e 4hall nc:t exceed te.clve (12) inched in any dime : Br,:;.k..n bit,,mi..not:.F pa-ve,me:rlt will %ot. be permitted in the backfill. .in ar.irnpr )-;,ed arc%3-; -.lrpl ,5 rnateria . free of st.rr.es ur foreign material. derived fr(m exca,ratiore shall be neatly piled in a ridge above the t.rer.ch. Ir streets which arr ripen t, travel at it ott,er improved areas the surplus material ,,ha.11. ►)e 1, 1 ',orl : v,,v as it is excw,,a.ted j-ad disposed of as the cont.ractox. at LiLi; w., ox; Fr, .. }, - ,i -ir.r,a.nge>. Ani costs of hauling, moving. Storing or rehand'. ,1g, m:,+ : ; :,- + -,.:Aer exca,•it'..on and prior to back- filling shall be borne by the c . , ., , r. Improper backfill clr-it.'ons or fad-ire to frl.l.r-w the ir.r,,tr!:xtions of the engiaef•r as to bzL0.Ji.11. proc:pdares eh.,ll 1-* ation for stopping the •a,ork, SW-25 BANK-R.UIv GRAVEL AND SAND Hank-run gravel for osr• , lir 4 illirg, whe„ r, y ' r the en- gineer. shall curne tr#^xn a.ppra-,e el �. ,e . (,-H. It ), ,;I 't le:�s than ten per cent m-Orria.l e.!eat wot0-1 be ro.:tw- d on a set vo+, + ve (2)-inch round operiing,% (onF - 1-ali' wherr, a-bei+.•:..e e ni t p:r,e '.,y l.tsed) and screening m-:%? be rngw.red 1�y 4111 w.g'•i. e;r I.o rcmi :•e ,%,Pr :ize reeks. it shall be wpl.l graded with at. le.a=t ;ti ti, r t !roes to f:!' the acids and to SW- 12 facilitate compaction by the use of water. The use of well-graded sand in lieu of gravel for backfilling may be permitted in some instances. SW-26 REPLACING PAVEMENTS, SIDEWALKS, ETC. Where hard surface pavement has been cut, the contractor shall either provide and maintain a temporary surface of gravel or maintain a plank surface across these cuts from the time the backfilling is done until the pavement is replaced. Plank shall not be less than three (3) inch material, shall be cut to fit, and be laid flush with the pavement surface on a thoroughly compacted bed of backfilled material. All pavement cuts shall be replaced with a minimum of two inches of asphaltic concrete unless otherwise specified. New materials shall be used and the finished repair shall be satisfactory to the engineer. In the case of gravel surfacing, the original material may be used if suitable for the pur..)ose. It is the intention of these specifications that all roadways shall be restored to a satisfactory wearing surface. Any pavement or roaeaway surfacing not immediately over or adjacent to the trench, which is disturbed or damaged as the result of operations of the contractor shall be repaired or replaced by the contractor at his own expense and to the satisfaction of the engineer. • Sidewalks, curbing, pipe from street inlets, drains, and other existing improvements which are disturbed or damaged shall be replaced properly and in such manner as to serve as satisfactorily as in their original condition. If damage to existing facilities is not promptly re- paired by the contractor, the owner may repair the damage and charge all costs to the contractor. The cutting and replacement of street surfacing shall be paid for in an amount which steal.'. be based on the length actually cut along the centerline of the sewer. Payment for gravel or sand required as a base for the pavement shall br included in the unit price bid fog the pavement. Sidewalk cutting and repair shall paid for in the same manner, with additional allowances for squaring uut the blocks if this is required. Pay- ment for cutting and replacing curbs shall be the total length cut. If the trench crosses the curbing diagonally the measurement will also be the i diagonal distance. Measurement for payment shall be as specified in Section SW-27. The contractor shall be responsible for the replaced pavement for a period of one (1) year and should it fail due to poor workmanship or materials or settlement of the backfill uceder the replaced pavement, he shall make repairs at h's expense as required by the owner. SW-13 w SW-27 MEASUREMENT FOR PAYMENT a. Sewer Pipe. For all sizes of pipe, payment shall be made on the basis of the horizontal distance for tha various depths and clan-eifica- tions of pipe as shown in the proposal. The horizontal measurement shall apply for gradients up to S=0.2500 and shall be from center to center of manholes. For gradients greater than S = 0. 2500, the basis for payment shall be along the actual slope distance. The unit price shall include all excavation, pipe, installation, and backfill for Class C - Standard Bedding. b. House Service Pipe. House service pipe shall be measured from the center of the main sewer to its terminus and shall include the laying length of all bends or fittings. All special fittings shall be paid for as separate items as indicated in the proposal. c. Sidewalks. All sidewalks that are cut and replaced shall be paid for on a square footage basis that shall include the trench width and the area replaced to square the sidewalk to the existing modules or as required by the engineer. The payment shall include the subbase and concrete in a finished condition. d. Curbs. The payment for cutting and replacing curbs shall be limited to the trench width as defined in subsecrlon (f). If the trench crosses the curbing diagonally, the measurement will also be the diagonal distance. e. Redding. Class A and Class B bedding E,hall be paid on a hori- zontal lineal foot basis and shall include the additional excavation and select backfill material that exceeds Class C-Standard Beddiag. f. Excavation and Bedding Below Class A or Class .B Bedding. If the trench bottom is unstable below the depth required for Class A or Class B Bedding, the engineer may require additional excavation and select bedding material. The additional material shall be paid for on a cubic yard basis computed by multiplying together three quantities, namely: (1) the horizontal length of trench to which the select bedding is added, (2) the pa} width of the trench for the particular size of pipe being laid, the pay width being the norninal inside diameter of the pipe plus two feet, and (3) a constant depth below the limits of Class .^ or Class B Bedding as specified by the engineer for the particular section of trench. The unit price shall include the addit?onal excavation. g. Select Backfill. If the engineer orders select backfill material to be placed in the trench section, the basis of payment shall be on a cubic yard basis computed by multiplying together three quantities, :lamely: SW-14 i (1) the horizontal length of trench to which the select back- fill is added, (2) the pay width of the trench, as defined above, I and (3) a constant depth as specified by the engineer. The unit price shall include the removal of excess backfill material. Ih. Surfacing. (1) Asphaltic concrete surfacing shall meet the requirements I of the Oregon State Highway Department Specifications for Class B or Class C Asphaltic Concrete. The unit price shall include the base course and leveling course of the depths indi- cated el-ewhere in these specifications. The measurement for payment -hall be per lineal foot along the trench when the pavement is placed for ;pipe sizes from 4-inch to 12-inch. I Appropriate bid items for pipe larger than 12-inch will appear in the proposal or be defined elsewhere in these specifications. (2) Gravel surfacing replacement where called for on the plans or in the proposal, shall be measured and payment made per lineal foot along the trench and shall. include the base course and leveling course of the depth indicated elsewhere in these specifications. i. Manholes. (1) Type A standard manholes shall be measured and payment made based on the depth indicated in the proposal as standard depth plus ext payment on an excess depth basis. If a stand- ard depth i= ;ndicated in the proposal, the manhole shall be paid for as )mpleted unit. The unit price shall contain the concrete base, channel(s), brrel sections, steps, and frame and cover as a completed unit. (2) Drop manholes shall be paid for as Type B manholes and shall include all drops, fittings, steel reinforcement, extra excavation and concrete required to complete the manhole as detailed and shown on the plans. (3) Clearnouts shall be paid for as a completed unit for the various sizes of pipes as indicated in the proposal and shall include the fittings, concrete encasement, frame and cover. Sw- 15 j. resting. If an infiltration test is selected, there will be no payment made to the contractor. Where in the opinion of the engineer an exfiltration test is necessary the pipe shall be tested either by the water or air method and the contractor will be paid on a lineal foot basis under the appropriate bid item in the Proposal. Payment for testing shall include water, air testing equipment, retesting if necessary, and all other incide.tal cost. Payment for either method of exfiltration testing will be based on the length of main sewer pipe tested and measurement for payment shall not include the length of any side sewers included in the test section. 8W•Z8 TESTS OF WORKMANSHIP a. General, All pipes selected by the engineer shall be subject to an tnfiltrotion and/or exfiltration test. The type of test (either infiltration or exfiltration) shall be determined by the engineer, but the method of test- ing (either %,eater or air) will be optional for the contractor. Payment for testing will be as defined in Section SW-27. b. ?refiltration Test. In those areas which, in the opinion of the engi- rseer, the water table is high enough to subject the pipe to a satisfactory infiltration test, it is not anticipated that ar: exfiltration test will be required. For the infiltration test the maximum allowable limit of leakage shall be the same as the maximum allowable leakage for water exfiltration as stated below. There will be no allowance for external hydrostatic head. c. Exfiltrat:on Test (using water). On completion of a section of sewer between manholes or otherwise the engineer will require that the ends be bulkheaded and the pipe subjected to a hydrostatic pres'nre produced by a head of water at a depth not to exceed ZO feet above the lower invert of the sewer under test at its higher end, Generally all testing is to be condurted after backfilling and prior to resurfacing and insofar as possible after house connections are made. The lengths of house connections known to be included in the section under test shall be included in the computations to determine the allowable leakage for the test section. A minimum head of 4 feet of water above the invert at the upper end of the test section shall be maintained for a period of four (4) hours during which time it will be presumed that full absorption of the pipe body has taken place and thereafter for further period of one (1) hour for the actual SW- i6 i test of leakage. During this one hour period the measured loss shall not exceed the rate given in the following formula: E = 0. 004DL E = Allowable leakage in gallons per hour D = Nominal inside diameter of pipe in inches L = Length of pipe being tested in feet The above listed leakage rates will also be applied to infiltration from ground water and infiltration or exfiltration in greater amounts than shown in the table will be cause for rejection of the sewer and all repairs necessary to meet these requirements and/or retesting will be at the ex- pense of the contractor. In submitting a proposal for this work the contractor agrees that the leakage allowances ndicated above are fair and practicable and that he guarantees to secure these results. The maximum length of sewer for the above allowable leakage test shall be the distance between consecutive manholes. Any section of sewer between any two manholes that does not rr,eet the above requirements shall be rejected and the contractor at his own expense shall make necessary repairs to the sewer to meet the requirements. d. Exfiltra.tion Test (using air). The contractor shall furnish all facilities and personnel for conduct- ing the test under the observation of the engineers. The equipment and per- sonnel shall be subject to the approval of the engineers. The contractor may desire to make an air test prior to backfilling for his own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or end of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternate, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible- jointed lateral connection or extension. The first section of pipe not less than 300 feet in length installed by each crew shall be testes'. in order to qualify the crew and/or material. Successful installation of this section shall. be prerequisite to further pipe installation of said crew. SW- 17 l Immediately following the pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be: slowly supplied to the plugged pipe installation until the internal air pressure reaches A. 0 pounds per square inch greater than the average back pressure cf a.ry ground water that may submerge the pipe. At least two minates shall be allowed for temperature stabilization before proceeding further. The pipeline shall be considered acceptable, when tested at an average pressure of 3. 0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe, if: (1) the total rate of air loss from any section tested in its entirety between manhole and cleanout structures does not exceed 2. 0 cubic feet per minute, or, (2) the section under test does rot lose air at a rate greater than 0. 0030 cubic feet per minute per square foot of internal pipe surface. The requirements of this specification shall be considered satis- fied if the time required in seconds for thxe pressure to decrease from 3. 5 to 2. 5 pounds per square inch greater t.har the average back pressure of any ground mater that may submerge the pipe is not less than that com- puted by the above requiremert.s. If the pipe installa.tim. fails to meet these requirements, the con- I tractor shall determine at his nwn oxpense the source or sources of leak- age, and he shall repair (if the exter_t and type of repairs proposed by the I contractor appear reasonable to the r-rgireer) or replace all defective materials or workmanship. —ae cornpl.eted pipe ;nstallation shall meet the rr—iirements of this test, or the alternative water exfiltration test. before 4 be.,.ig considered acceptable. SAFETY Braces shall. he required to hold all plug.,3 in place and to prevent the sudden release of the compressed air. Due to the large forces that could be exerted by an escaping plug dur'n.g the test;.ng of the pipe, no workmen shall be allowed i.r. the ma--holey in wb1c!i plags have been placed. Also the contractor's testing equipment shall be arranged i i such a manner that a pressure relief device will ptohibi.t the press -e in the pipe line from reaching 10 p, s. i. SW-29 CLEAN UP a. General. During the time V-)at 'tie work is n progress the con- tractor shall make every Effort to ma'.rtain the site in a reit and orderly condition. All refuse, broker p pe exr-ess i'll material, cribbing, etc. , shall be removed as soon_ as pra-t1c-lble . Should the work not be main- tained in a satisfactory condition the er.gi r er may cause the work to stop until the "clean-up" portion of the work h, i bee- do-,.e to the satisfaction 1 of the owner and/or engineer. .I SW- 18 �I .� b. Sewers. The contractor shall flush and clean all sewers. All sand, debris, mortar, and foreign material shall be removed from the sewers and manholes, prior to any testing or final inspection. c. Final Inspection. The work will not be considered completed or the final payment certificate issued until all rubbish, unused material or equipment shall have been removed and the premises left in a condition satisfactory to the owner and the engineer. I I 1 I SW 19 Stevens, Thompson SL Runyan, Inc. Engineers/Planners - 5505 S.E. MILWAUKIE AVr-., PORTLAND, OREGON 234-0721 705 SECOND AVE., SEATTLE, WASHINGTON 623-6350 NOTICE TO CONTRACTORS AND PART V WHICH CONTAINS THE PROPOSAL AND FORMS FOR CONSTRUCTION OF SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR For the City of TIGARD, OREGON --- 000 --- CITY COUNCIL Elvin G. Kyle, Mayor Floyd H. Bergmann Edward P. Saxe Harvey L. Knauos Robert C. Moore --- 000 --- Robert K. Logan, City Administrator STEVENS, THOMPSON & RUNYAN, INC. 5505 S. E. Milwaukie Avenue RE ! SED 9 67 P. O. Box 02201 O PRO fFPortland, Oregon 97202 4\G, ��01 N EFR /Oyu 42 d l �4Y i FOREWORD The documents and forms which appear herein or for which pro- vision is made, must be used in submitting proposals to construct Sanitary Sewers, Pin ebrook-Bonita Interceptor, for the City of Tigard, Oregon, which is covered by the plans and specifications therefor. This Part V contains: (a) Notice to Contractors; (b) Proposal Forms; (c) Typical forms for Agreement and Perforrnanc. Bond, both of which are subject to change by the Attorney for the City. F' NOTICE TO CONTRACTORS For The Construction Of SANITARY SEWERS PiNLBROOK.-BONITA INTERCEPTOR For Tho CITY OF TIGARD WASHINGTON 'COUNTY, OREGON --- apo --- Sealed proposals for furnishing all material, equipment, labor, and services of all kind fc- the construction of a Sanitary Sewer Interceptor System for the C:!:y of Tigard, Washington County, Oregon will be received at Tigard City Hall, 12420 S. N. Main Street, Tigard until 10:00 A. M. on the _9th _ ..ay of October 1967, and immediately thereafter said pro- posals will be publicly opened and read. A contract will be awarded or bids will be rejected within `-arty-five (45) days after their opening. The project, consists of approximately 2870 feet of 10-inch sewer, 860 feet of 12 -inch sewer, 16 manholes, an inverted siphon, 130 feet of 16-inch casing and other associated work. Plana and ape _i.`.ica,i-�tia may 1'e examined at the office of Stevens, Thompson & Runyan, Lic. , Consulti-i.g Engineers, 5505 S. E. Milwaukie Avenue, P. O. Bc;x 02201 , Portland, Oregon 97202, or at Tigard City Hall. Prospective .!adders must qual.ily as required by the Oregon Statutes. Prequal if'cafion. blanks may be obta.ned from the engineers or the bidders may use the regular AGC form for such purpose. Cupies of said plans and specifications may be obtained upon application to the engineer a-companied by a deposit of $15. 00 for each set of plans and spe,_,Vications, only $10. 00 of which will be refunded to those who re;.urr tr_e plans and spec.�fzcations in good condition within fifteen (1 5) days a(tei the date wl, -n bids are received. All proposals must be submitted on the regular forms furnished with the specifications and each must be accompanied by cash, certified check, or bid bond in an amourt not less than five per cent (5%) of the total bids. A corporate surety bond in the full amount of the contract will be required to guarantee its faithful performance. Bidders on this work rvill be required to comply with the President's Executive Order No. 11114 and the provisions of Executive Order No. 10925 as included. therein. The requirements for bidders and contractors under this order are explained in the specifications. The City of Tigard reserves the right to reject any or all bids, wai-e informalities, or to accept any bid or combination thereof which appears to serve the best interests of the City. BY ORDER OF THE CITY COUNCIL Robert K. Logan, City Administrator PROPOSAL. TO FURNISH ALL LABOR., TOOLS, EQUIPMENT, AND SERVICES REQUIRED FOR THE CONSTRUCTION OF PINEBROOK-BONITA INTER- CEPTOR SEWER FACILITIES FOR THE CITY OF TIGARD, OREGON, AS THE COMPLETE SCHEDULE OF PRICES WILL INDICATE, ALL IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS THEREFOR WHICH ARE ON FILE AT THE OFFICI: OF THE CITY RECORDER, TIGARD, OREGON. Name of Bidder Address To the Honorable Mayor and City Council Tigard, Oregon Gentlemen: This proposal is submitted as an offer by the undersigned to enter into contract with the City of Tigard, Oregon, hereinafter sometimes re- ferred to as the owner, for the furnishing of all materials, labor, tools, equipment, and services required for the construction of the Pinebrook- Bonita Interceptor sewer for the City of Tigard as shown by those cert=ain plans and specifications which are on file at the office of the City Recorder, Tigard, Oregon, and which are a condition hereof with the same force and effect as though the) were attached hereto. This offer is conditioned on the following declarations as to the acts, intentions, and understandings of the undersigned and the agreen ont of the City of Tigard to the terms ane! prices herein si+ljmitted. 1. All of the specifications and the drawings which are listed therein have been examined by the undersigned and their terr„s and cun.- ditions are hereby accepted. Z. Said drawings may be supplemented by additional drawings and specifications in explanation and elaboration thereof and if they are not in conflict with those referred to in Paragraph l above they shall have the same force and effect as though they were not attached hereto and, when issued, they shall be accepted as contract documents. 63-N-220- 31 Proposal - Page 1 3. The quantities stated in connection with the price schedule for the contract submitted herewith are approximate only and payment shall be made on the unit prices named for the actual quantities incorporated in the completed work. Only those items for which estimated quantities are given may be increased or decreased at the unit prices named. If there shall be an increase in the total payment for an item covered by a lump f sum price, it shall be computed on a basis of Extra Work for which an increase in payment will have been earned, and if there be a decrease in a lump sura payment for any such item it shall be made only as the result of negotiation between the undersigned and the owner. 4. 'h, indersigned shall furnish the bonds required by the speci- fications and comply with all laws of the State of Oregon which are perti- nent t,, construction contracts of this character even though such laws ma.y not have been quoted or referred to in the specifications. 5. The cash, certified check or bid bond accompanying this pro- posal shall be forfeited to the City of Tigard, Oregon to the extent of 5% of the amount of the bid in case this proposal is accepted by the owner, represented by the Mayor and th.: City Council, and the undersigned shall fail or refuse to execute the contract and furnish the performance bond re- quired by the specifications, all within the time limit named therein and in accordance with the provisions of this proposal and the plans and speci- fications wh�.ch are a part hereof. 6. the undersigned submits the unit prices set forth herein as those at which he (or they) will perform the work involved. The exten- sions in the column headed "Total for Item" are made for the sole pur- pose of facilitating comparison of bids and if there are any discrepancies between the unit prices and the total amounts shown, the unit prices shall govern. 7. All schedule items for which forms are provided herein shall be completed in full by the showing of a unit or lump sum price for each item thereof. 8. Unit prices, with which are included lump st.rns for combina- tion items a herein named, shall be used as the basis for computation of the tutai compensation to be received by the undersigned, all in accord- ance with the cc-nr.ieted schedule of prices as follows: I 63-P-220-31 Proposal - Page 2 CITY OF TIGARD, OREGON SCHEDULE OF PRICES FOR PINE BROOK-BONITA INTERCEP'T'OR SEWER Item Total Unit Total No. Item Unit Units Price Price 1 . Furnishing and placing 10-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: (a) 01- 8' Depth lin. ft. 2, 285 $ $ (b) 8'-10' 11 355 $ $ (c) 10'-12' " " 15 $ $ 2. Furnishing and placing 12-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: (a) 01- 8' Depth lin. ft. 60 $ $ (b) 81-101 11 1' 240 $ $ (c) 10'-12' 280 $ $ (d) 12'-14' " " 195 $ $ (e) 141-161 85 $ $ 3. Furnishing and placing 10-inch asbestos-cement sewer pipe in casing pipe: lin. ft. 130 $ $ t. 16-inch, 5/1611, casing pipe in place and ready for carrier pipe lin. ft. 130 $ $ 5. Furnishing and placing both 8-inch cast: iron pipes for Fanno Creek crossing lin. it. 85 $ $ 6. Furnishing and placing 10"x4" concrete wyes or tee branches, complete with plugs each 10 $ $ 03-P-220-31 Proposal - Page 3 CITY OF TIGARD, OREGON SEWAGE COLLECTION SYSTEM Item Total Unit No. - Item Unit Units _ Price Pr 7. Furnishing and installing 8" stub-outs in manholes Each 5 $ 8. Connection at Sta. 0+00 lump sum xxx xxx $ 9. Connection to Bonita Road Pumping Station, including 12" cast iron pipe lump sum xxx xxx , 10. Furnishing and placing man- holes for invert depth of 8' or less, complete and ready for service: (a) Type A with watertight frame and cover each 10 $ f, (b) Type D with watertight — -- frame and cover " 4 $ 11 . Extra depth of Type A manholes lin. ft. 20 $ $ 12. Special manholes for siphon each 2 $ 13. Select bedding Class B for the following sizes of pipe: (a) 10-inch lin. ft. 2, 655 $ (b) 12-inch " 860 $ $� 14. Excavation and bedding below Class B bedding cu. yd. 400 $ $ 15. Exfiltration Testing for the following sizes of pipe: (a) 10-inch lin. ft. 2 785 $ (b) 12-inch it 860 16. Lumber left in trench MBM 5 TOTAL BID PRICE $ 63-P-220-31 Proposal - Page 4 9. In naming the above prices, it is understood that they include all items of material and work required to complete the contract in accord- ance with the plana and specifications. If any material, item, or service required by the plai.? -lnd specifications has not been mentioned specifically among the various items of the above "Schedule of Prices" the same stall be furnished and placed with the understanding that the full cost to the owner has been merged with the several prices named ir. the "Schedule o- Prices". 10. The undersigned agrees that the "Time of Completion" shall be as defined in the specifications; and further, the undersigned agrees to complete the work required within the following time after execution of the contract. 120 calendar days. Firm Name of Bidder: Signature of Bidder: Official Title State of Incorporation, if Incorporate d. Dated at This day of 1967 Acknowledgement of Addenda Addenda have been received. Signature of Bidder: i 63-P-220-31 Proposal Page 5 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 and severally held and bound unto in (the name and address of the Owner) the sum of _ (the basic contract price, both in words and figures) for the payment of which we jointly and se erally bind ourselves, our heirs, executor;,, administrators, successors, and assigns, 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_-_. enterer( into a contract with the Obligee herein, which contract (the o �ria name v1 owns r 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 labor, 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 under the terms and conditions therein se forth; and in conformity with all laws, state and national, applicable thereto. NOW, THEREFORE, if said Principal herein shall promptly pay all persons furnishing labor, services, material or insurance to said 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 a.11 claims therefor, or from any claim for damages or injury to property or persons arising by 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 undertaken, and as by law, state and national prescribed, then this obligation shall be void, but otherwise it shall remain in full force and effect. PROVIDED, HOWEVER, that this bond is subject to the following further conditions: (a) All material men, and all persons who shall supply such laborers, mechanics or subcontractors with material, supplies, or provisions for carrying on such work, shall have a direct right of action against the Principal and Surety on this bond, second only to the right of the Obligee under this bond, which right of action shall be asserted in proceedings instituted in the appro- p: :ate court of the State of and i.nsoiar as permitted by the laws of I 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 curl oration instituting such action and of all Persons, firms, or corporations having claims hereunder, and any other person, firm, or corp- oration having a claim hereunder shall ha ie 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). t (b) In no event shall the Surety be liable for a greater sum than the penalty of this bond, or subject t, any suit, action, or proceeding thereon that is instituted later than twel-c (i2) months after the complete performance of said contract and final settlement thereof. Performance Bond - Page Z (c) Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms o, the contract or to the work to be performed thereunder or the specifica- tions accompanying the same shall in any wise affect its obligations on this bond, 2nd 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 �o be executed in _this �_yday of 19-1 (SEAL) (Principal) Witnesses: --_`(SEAL) (SEAL) (Surety) —'� Countersigned: By Resident Agent Performance Bond - Page S w w cc w AGREEMENT* THIS AGREEMENT, rzade 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". zation, 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 determined that said offer was the lowest and best submitted: NOW, THEREFORE, 11 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 of the limits to which they applj) Second: That in consideration of faithful compliance with the terms and conditions of this agreement the Owner shall pay to the Contractor at the times and in the mo.lner provided in said specifications the total sum of which sum is subje -t 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. - ---------- -------- ---------------- -------- --- ------ --- ----- ------ ---- *Note: This form is subj^ct 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 rnade 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 suppleamemo 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 yfar first above written. Contractor By And Owner —' By (Seal) (Title) And (Title) Agreement - Page 2 r S Stevens, Thompson & IRianya.ri, i ic. 1 r k Engineers/Planners PORTLAND, OREGON SEATTL_F. WASHINGTON 63-n-220-31 Augucrt 29, 1967 Honorable Mayor and Council City of Tigard Tigard, Ore-on Re: Pinebrook-Bonita Interceptor Sewer Gentlemen: ---- Wo have roviewed the bids received on Augunt 2, 1967 for the subject project and rn the basis of their low bid we recommend award of the contract to ilMarahall Associnted G-)ntra,ctora, Inc. In snaking this award you should understand that it in contingent upon they atandards of the Oregon State Sanitary Authority end the l-ederal Water Pollution Control Adminintra.tion. Wo bwra rnviewed the qualifications of the contractor and lie appearn to },a r.deaquately financed and equipped to construct this project. Very truly yours, STEVENS. THOMPSON 0,, RUNYAN, INC. r,y: Gilbert It, meFra Vices President GR.M:jdv s4CPLY TO, EOUt] 1, 1 MILWAUIUL f-E. Fnet D17MICE ©OK 02201 • PORTLAND. CMEOON 07202 • Pl40rrn (503) 23.L0721 w w wJA (A.�G-y I JJJ !r •,*Il August 26, 1967 ` y Miss Pauline Weaver 7865 S. W. Bonita Road Tigard, Origon 97223 Dear FIinl Weaxer: This is in response to our convereaftion concerning a sewer easement on your proparty for construction of the Bonita•- Pinebroo?c interceptor. J' The City of Tigard has adopted the policy on this project that property owners will pay a propoxtionate share of the construction costs at the time of connection. In other 1 words, an assessment will not be levied until the property owner desires use of U13 sewer line. l f In the event that you have further questions, please du not hesitate to call. Very tr V rY y ours, J Ro eet K. Locian City Administrator TKL: ve I 1 Y Stevens,Thompson & Runyan, Inc. Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON 63-P-7,20-31 August 22, 1967 Mr. Robert K. Logan AUG 23 1967 City Administrator City of Tigard, Oregon Re: Pinebrook-Bonita Interceptor Sewer Dear Mr. Logan: You have brought to our attention the complaints of several residents along the route of the proposed Pinebrook-Bonita Interceptor Sewer. We under- stand that the nature of these complaints is that our surveying crew conducted the route survey without explicit permission to do so on some of the lands to be crossed by the proposed sewer. It is general. policy for our surveyors to contact property owners for per- mission to cross private lands. However in some instances it is difficult to know on unimproved property when property lines are crossed and in others resident property owners may not be readily available. We are not sure of the circumstances which brought about the complaints, but we are sorry that the City has been embarassed. Where residents were contacted for permission, it was readily given upon explanation of the need; and to those who have been offended, we offer our apologies. Very truly yours, STEVENS, THOMPSON RUNYAN, iNC. By: P444 'il5ert R, Meig9 Vice President GRM:jdv REPLY TOI 6809 •.E,MILWAUKIE AVE POGT Opo"CE PDX 02900 PORTLANO, 00EOON 07204 • ♦MON[ (tlOJ) 234.0721 r I W Li U u Li L-i i U L UP, I FA P4 QT AT C M K N T ,Q3tevena,TItiomp>son & Runyan, z C.Engineers/Pkvmrs AUG 10 1997 PORTLAND. OREGON SEATTLE. WASHINGTON CITY n August 9, 1967 TO, City of Tigard Tigard, Oregon 97223 ACCOUNT NO. 63-•P-220 To professional engineering services in connection with special services per agreement dated March 31, 1967. July 1, through July 31, 1967 P-220-21C Main Street: ±�cz) � Associate 8. 0 hrs. L $ 13. 00 $ 104. 00 Rodman & Chainman 24. 0 hrs. @ 6. 00 144. 00 Travel 156 miles 4 12� 18. 72 $ 266. 72 P-220-29 Phil Lewis School Sewer: -� Draftsman 5. 0 hrs. @ 8. 00 40. 00 Rodman & Chainman 22. 5 hrs. @ 6. 00 135. 00 Travel 18 miles (a 12 Z. 16 177. 16 P-220-31 Pinebrpok Bonita Road Sewer: A sociate 23. 0 hrs. @ 13. 00 299. 00 F gineer 39. 0 hrs. @ 11. 00 429. 00 D aftsman 2 7. 0 hrs. @ 8. 00 216. 00 R dman & Chainman 15. 0 hrs. @ 6. 00 90. 00 J ler'.ca1 14. 5 hrs. @ 5. 50 79. 75 Travel 53 miles @ 12� 6. 36 Printing Charges 16. 80 1 , 136. 91 AMOUNT NOW DUE . . . . $ 1, 580. 79 d .a 1. A[PLY TO, 998 0 [ MILWAVKIII AVf Post OPPIC[ •OK 02201 •OPTLANO. 01.f00N •'101 � 0� 6 )803) 2940721 S T A T E M E N T Stevens, Thompson &L Runyan, irte. Engine(rs/Planners PORTLAND, OREGON SEATTLE, WASHINGTON TO: +l:gutet 9, 1967 City of Tigard Tigard, Gregon 9723 ACCOUNT NO. 63-P-L20 To professional engineering services in connection witi, ape<,ia1 services per ..greernent elated Mnrch 31, 1967. July 1, though July 31, 1967 P-220-21C Main Street: Associate 8. 0 hrs. $ 13. 00 $ 104. 00 Rodman & Cilainman 24. 0 lira. 6. 00 144. 00 Travel 1 )'6 miles . 14 18. 72 $ 466. 7.� P-2L0-29 Phil Lewis School Sewer: Draftsman '1. 0 hrs. (i� 8. 00 40. 00 Rodman & Chainman 2Z. 5 firs. t`q 6. 00 135. 00 Travel 18 miles 12f 2. 16 177. 16 P-220-31 Pinehrook Bonita !toad 5ewer: Associate G3. 0 fire. L 13. 00 Z?9. 00 Fngineer 39. 0 lirs. (CA, 11. UO 429. 00 �.1 Draftsman `.7. 0 hrs. (,!:, 8. 00 216. 00 Rodman & Chainman 15. 0 hrs. CA' 6. 00 90. 00 Clerical 14. 5 hrs. Co 5. A 79. 7 ) Travel 53 miles 12f 6. 36 Printing Charges 16. 80 1, 1"'. )1 AMUUN'r NC, DUF . . . . . $ 1, �)80, 7 1 MEPLY TO. 9808 0.K.MIL.WAUKI[AV[. - POST OPIIC9 SOX 02.'01 - rO1.TLANO. OA[OON 07202 -ON. (SO3) 234-0771 Alp P O BOX 7Y FOREST GROVE, ORE T O. BOX 23392, TIOARD, OR[. THE VALL[Y TIMES P O BOA 96 BEAVERTON. ORE TRI-CITY TIMES 13O% 63, SHERWOOD, ORE T° City of Tigard 12120 S. W. Main Tigard, Oregon 97223 DATE ADVERTISING RAIr INCHES CHARGES CREDITS BALANCE BALANCE FORWARD July 20-67 tdotice to contractor3-- const, -)f sewers 19.PO o 3Q S U M M A R Y O F ACCOUNT v �� 90 DAY! 6u GAYS CURRANT BALANCE OAT[ PAST DUE PAST DU[ FPAST O DUE CHARGES OUE S y AMID 0"16MttrA DAILY EXCEPT"WAT i U L r 2014 N.W. 24th Ave. Pwtlr d, On" 47!10 .•,.. �,_ ,; ;,, Phonm: 226.1311 Pvbiiceion of the: !<l0'IZCF TO C7ORS Interceptor Sever_• Ad No X13 Amt. : WWp#ished as listed below. for two val1q,I W" in the following Issues• z drays . July 11 and 24 , 1967 Case No. c, t 1 Mr. Stan Johnson Gencxjal dousing Corporation 931 'P':*�`BL4&verton-Hillsdale Hwy. rir'PiSYticinu,'r6regon LDear Mr. Johnson: 1 7 This is in response to our conversation concerning easement procurement for the construction of the Pinebrook Interceptor sewer line. � I The following points were discussed: i ! 1. No compensation will be paid to you for contactinq property owners for easements. 2. You are authorized to contact as many of the property owners as possible for easements. L3. You are authorized to ply a maximum of fifty cents per lineal foot of easec,ent. (— 4 . Easement documents will Frovide for a ten foot permanent easement and a twenty foot temporary construction easement. 5. Property owners may build on easement area excep.:. for permanent structures. (This allows for construction of roads, shrubs, railroad crossings, etc. ) 6. The property owners will not be assessed for the cost of constructing this line until the time of connection. At that time individuals will be assessed on the basis of front footage on the line. As soon as the easement documents are ready the City Engineer will be in contact with you. If there are any questions on the matter please do not hesitate in calling on me. Sincerely, CITY OF TIGARD Robert K. Logan City Administrator .L/sf t cc Keith Thompson, City Engineer 8Y TC MENT Stevens, Thompson SL Runyan, iiru •. A Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON To: City of Tigard July 11, 1967 Tigard Oregon 97223 ACCOUNT NO. 6 3-P-22 n To pro esgional. engineering services in connection with special services as per agreement dated March 31, 1967. June 1 through June 30, 1967 P-220-Z l Main Street: Associate 19. 0 hrs. @ $13. 00 $ 247. 00 Draftsman 18. 0 hrs. @ 8. 00 144. 00 Rodman & chainman 43. 0 hrs. @ 6. 00 258. 00 Clerical 4. 0 hrs. (9 5. 50 22. 00 Travel 154. 5 miles (0 12y 18. 54 $ 689. 54 P-220-28 Regional Sewerage Planning Implementation: �l Associate 2. 0 hrs. L $13. 00 26. 00 Q P-220-29 Phil Lewis School Sewer: Printing charges 6. 10 P-220-31 Pinebrook-Bonita Road Sewer: pL Associate 11.0 hrs. Ing $13. 00 143. 00 jl al Rodman & chainman 60. 0 hrs. (w 6. 00 360. 00 1 Travel 119 miles (q 12� 14.28 517.28 AMOUNT NOW DUE $ 1238. 92 046►L♦ ICI 6000 0.8.MILWAUK10 AV* POST O►►ICS ISOR 00201 • •OMTLANU. o11t00N 072409 - wwoNe IfOal 00•o701 0 T. -T C ME.4r Stevens, Thompson & Runyan, ine. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON TO: City of Tigard July 11, 1967 Tigard, Oregon 97223 ACCOUNT NO. 63-P-220 3-P-220 To professional engineering services in connection with special services as per agreement datied March 31, 1967. June 1 through June 130, 1967 P-220-21 Main Street: Associate 19. 0 hrs. @ $13. 00 $ 247. 00 y Draftsman 18. 0 hrs. @ 8. 00 144. 00 Rodman & chainman 43. 0 hrs. @ 6. 00 258. 00 Clerical 4. 0 hrs. @ 5. 50 22. 00 Travel 154. 5 miles @ 12� 18. 54 P-220-28 Regional Sewerage Planning Implementation: $ 689. 54 Ql r Associate 2. 0 hrs. @ $13. 00 26. 00 c y P-220-29 Phil Lewis School Sewer: Printing charges 6. 10 G P-220-31 Pinebrook-Bonita Road Sewer: Associate 11 . 0 hrs. @ $13. 00 143. 00 Rodman & chainman 60. 0 hrs. @ 6. 00 360. 00 Travel 119 miles @ 12� 14.28 011.10 517.28 AMOUNT NOW DUE $ 1238q 1.57 , 92 4r 1111PLY Too 0000 O.It.MII.WAUKIt AVN. • POO?OPPICt/Olt 01101 • POATLANO. 01120ON 01N0N 0N6N2 (NO2) !94.0121 .4 t� '49 NORTHWEST REGION F'WPCA - CONSTRUCTION GRANTS Applicant's Payment Request (Payments may be requested at 25% intervals of completion) (Complete all items and attach requested documents) 1. Pro j ec t Name �_, ,-_ ! WPC No. _ 2. Payment No. j Date `M 3. Cost of Work Covered by Contracts : * Change Orders Contract To-al Addition Current Contractor Amount or Deduction Contract Amount 2. 3. 4. Total Construction Contracts 4. Estimated Value of Work in Place: ** Latest Construction EstEstimated imate: Estimate % Value of Work Contractor Number Complete in Place 2. 4. Total Construcl.ion Completed $ * Show approved Change Order amount. +k* Attach copy of latest estimate for each contract. Careful completion of this form will expedite your payment processing. (Revised 7/1/67) Total Brought Forward $ S. Equipment and materials purchased outside construction contract $ 6. Technical Services (Engineering) : Preliminary Report $ Plans and Specifications Supervision "17' Total Engineering Costs $ f y 4/ 3 7. Le.,.i: and Fiscal Costs (itemize) : Total Legal $ 8. Administrative Costs (itemize) : Total Administrative TOTAL COSTS TO DATE ( _ 4 6 A TO BE COMPLETED AND SUBMITTED WITH FIRST "PAYMENT REQUEST" ONLY: 1, Payroll Information. List contractors and sub-contractors and check under each if item submitted. If not submitted, explain in "Remarks" . Additional pages should be used, if necessary. Contractor Contractor Contractor A. * First three payrolls B. Statement of fringe benefits paid by i contractor where not paid to employee C. ** Anti-kickback Affidavits D. ** Payroll Cert, ; -ation E. Labor Standards Certification (prime contractor only.) Z. *** Insurance and Bonds : A. Workmen's Compensation Ins. Cert. B. Public Liability Ins. Cert. C. Property Damage Ins. Cert. D. Fire Insurance (if necessary) E. Performance and Payment Bond * Required from each contractor and sub-contractor. ** Items 1 C and D may be on the payroll. Affidavits and certificates for first three payrolls of each contractor and sub-contractor are required. * * Insurance certificates need to be submitted only once unless one expires during life of contract. Remarks : February 196S FEDERAL 1•I4TI:F POLLUTI6N CO`'EROL AMUNIS'I.'MTION CONSTRUCTION GRANTS PROGRAM - NOI'.1.1MEST REGION Y_ r LECAL, FISCAL AND ADMINISTRATIVE COSTS Note: It is important that leggl, fiscal and administrative costs be itemized to separate eligible from non-eligible items. The following is a listing of: some of these costs. Bond related costs should be separate from all. others.. We suggest items 1, 2 and 3, and sub-letters a, b, c, etc. , be kept separate by sho.:ing a dollar value for eacli. to aid in prorating costs subject to phases of con- struction partially eligible for P.L. 84-660 participation. --- ELIGIBLE NOT ELIGIBLF. -for Fid PCA participation for FWI'CA participation 1. Bond 'related costs, legal & fiscal: 1. Bond related costs ; legal & fiscal : a. Bond cuunselor's opinion a. Flection expenses b. Preparation of. prospectus b. Ordinances and proceedings c. Printing of bonds relative to bonds d. Shipping and registration of. C. Abstracting for bond sale bonds d. Interest or discounts e. Advertisement of sale f. Costs involving approval of regulatory agencies 2. Legal costs : 2. Legal costs :• a. Title opinion to satisfy FUHICA a. Ordinances preparation, requirements printing, publishing, etc, b. Grant documents preparation b. Proceedings preparation, and review printing, publishing, etc. .c. Review and counsel for contract c. Costs involving liquidated documents and procgedi.ngs damages d. Costs involving site acquisition 3. Administrative costs : 3. Administrative costs : a. Printing of ple..6r, and a. TrUSteC feen specifications b. Site acquisition cosh , b. Advertisement for construction including abstracting bids c.. Official 's regular salary and C. Mnterinl testing expenses d. Soils surveys d. District organization e. Personnel wages - if properly e. Election expenses doCUMClltedty time t.ecords 9 T A T F M F_N T Stevens. Thompson, Runyan AL Ries, ine. Engineers/Plan tiers PORTLAND. OREGON SEATTLE, WASHINGTON TO: City of Tigard June 9, 1967 Tigard, Cregon 972 ''-3 Page 1 of 2 ACCOUNT NO, 63- � 420 To professional engineering services in connection with special services per agreeraent dated March 31, 190. hlay 1 through May 31, 1967 P-220-21 - Main Street Associate 16 hrs. Iu $13. 00 $ Z08. 00 Draftsman 19 hrs. 3, 00 152. 00 I" Chief of Survey Party 48 hrs, -1. 00 336. 00 Rot:man or Chainman 150 hrs. 6. UU 900. 00 TrA-el - 46 miler, (�- 120 5. 5L Printing 5.40 $1606.92 P-ZZO-27 - Farr-hers Insurance S#-wPr Associate 1 hr. $ 0. 00 $ 13. 00 ly j �i Travel. - 20 miles 1 120 4.40 1. Printing 1. 50 $ 16.9 P-.120-2R - Regional SewPrnpe Planning Implementation (, Associate Z hre. $13. 00 $ 46. 00 �� q3 $ 16. 00 P-ZZO-29 - Phil Lewis School Sewer Associate 11 hrs. $13. 00 $ 143. UU Engineer 6 hrs. 11. 00 66. 00 Draftsman 6 firs. 8. 00 48. 00 1^ Chief of Survey Party U hrs, ilk 7. 00 64. UU ` Rod or Chainman Z4 hrs. t? 6. 00 144. 00 Teri, al 9 hrs. 5. 50 4). �o Travel - 25 miles 120 3. 00 Pri,iting 4. 40 $ 541. 70 IMPLY To eeoe a E MI�WAUKIE AVE. - POST OFFICE ■OX 02201 - PORTLAND, OREGON 97202 • PHONE (003) 234.0741 �[ 6 T ATR ME NT Stevens, Thompson, Runyan 8i Ries, Inc. Engineers/Planners PORTLAND. OREGON SEATTLE, WASHINGTON TO: City of Tigard June 9, 1967 Tigard, Oregon Page L of ACCOUNT NO. 63-i-' 0 (con, 0 P-220-30 - uity of 'Tigard va. Mng City asociat� 26 hrs. 1�. v0 ;y .338. 00 �' - Draftsman e. hrs. 8. 00 16. 00 o,73-SZ"Travel - 16G miles 1Z 19. 80 $ 373. 80 P-220-31 - Pinebrook - Bonita Road Sewer -associate 9 hrs. $i 13. UO $ 117. 00 r (..}►iet of Survey .arty 8 hrs. 7. 00 i6. UO I�f ��rl Inspector 8 hrs. 6. 25 50. 00 J Rod or k: hainman 16 hrs. 6. 00 6. 00 Travel - 25 miles ut ;. 00 $ 322. 00 riMC-)UNT NO vti DUE $2887. 32 REPLY TO, 5608 6.W.MILWAUKIE AJE. - POOT OFFICE !OX 02201 • PORTLAND. 011190014 97202 • -4-49 (903) L34 0721 J I T E M E N T J Stevens, Z hompson, Runyan Ri Ries, Inc. Engineers/Planners PORTLAND, OREGON SEATTLE, WASHINGTON TO: City of Tigard June S, 1,167 Tigard, Oregon ACCOUNT NO. 66_P_405------- ------- —_. �__-- _--_ - To professional engineering services in connection with Wiggin' s lawsuit. January 1, l )67 through lviarch 31, 1967 Officer 1 lir. $17. 50 t A MOUNT N()W DUE $ 17. 50 REPLY TO, 8505 8 E MILWAUKIE AVE, - POST OFFIC[ ■O%02201 - PORTLAND. OREGON 97202 • PHONE 1503) 274.0721 y , AGA FROVERTES, INC. 13015 SW Pacific Hwy. Tigard, Oregon 97223 October 17, 1966 iiayor i:yle City of Tigard Tigard, Oregon Dear ; ayor: As you k:-ow numerous meetings and discussions have taken place in order to find a solution to the problem facing the Finebrook Sub- division. This problem has been accelerated by recent decisions of the Oregon Strata Sanitary .►uthority raising the strand:rds of treatment for effluent being discharged directly or indirectly into the Tualatin River. The Finebrook plant, which had State apl:roval (with a p1iraned pressure line) in 1963 no longer meets the State standards, with or without the pressure line. AGA Properties has been willing to use funds budgeted for the planned pressure line to help construct a gravity line to the Bonita Funning Station, but to date no workable plan for financing the gravity line has the support of all parties involved. Now, however, a plan for Council consideration has our sup;-ort; Namely that AG.a Properties pay $9,000.00 (put into escrowwhen an els=.tion has been held showing that the area can be annexed). That existing hookups be assessed $75.00 each and new hookups $250.00. The plant and asset, will be turned over to the City of Tigard, ;_nd the city will operate the plant until the gravity line is co;m-leteds in addition, we will assist the City irr bringing the plant operation to its design efficiency (if 'rn fact it is not already operating as efficiently as design intended); except, that we will not be responsible for capital i:r;provements needed to make it more efficient during this interim periods i V r7 Truly Y s' AGA F PERT113, L:C. daynf D. Adkins, Secy WDA:1jm flit Qla.) +.t- 1 �— f • 14r- 4t 11 n'e e l- � /fir c� !' � � I , .fir�-• 0� � � ,, I ��"�^ `,,, r { r 7 r 41 r' t' C C C t' C r r c Olt TY4tW CQ WO. 175 +� t r,dVK rrru w Lu NAWO ut r8,or nut Haran r te+ M Mf�..r+r S ti.rT M w.r .r.,�., •.iw..r Y+r i .rr�w r.n..nr.- __ _ s✓fl h. ./.sr r�.v,wr 1«v^s rr rw.r ws rLrv,. ......_•_, 0.0- ....I I...r.•bss s_.rs-.I .slaw/ J1rt M,t 4i a{ �r.rw.�r+r....►.y,y ..�•r,.r res...r.w r.,�.....•_•r,.�r fir.r ny.•�..�.r s,w�,'^.e._y•+w..rs.Crn r . 1. d I ' � wA r�rM�,••y-�'M Nr✓..w ti..y w r..r.•••+-..rr•rti rr .� _ •V_hs.... r•s,s�sy Is_... , �' r1.w,r••-�+��r..+�•'••I_r��r�•ti N Ir.s. sw �W .r ti••r r nb rw•r.w,-r r.w�r ,.r�r r../ �.•�l _rtllllul. .1• JM�l.+1• !4uM .1 •�. lir �r` .w.r p r•.. N wr1l o.olrru,yr.....r 1 •.... .i r•�IM�ri'wiw�,.r...:..... .. r„".' w..,..,rn w o.rin.r ur... � � �r pal ..�.nr►ti o..�e, r WARRA2YTY pF.EU d o OPOSLA r too$ ►•40tH► Sri�..f ,,, �".'.•-.� .. lb ��. N•�l.a '�MY --. SI sty r o •e. ��r w .� �i S� 4w ..- � Ir 11 �NA16 , w,. «...,.. .m <s►.wifV#+MYl+lliika+l�lf �... Rrry L. (,olt; +ind Mabel H. 1LR'V,', tA, Ga3per A. 13d^Ut-r and � �L`, "if',' J OVC Edith C. bw:ker, ' r✓ #t)sc all. the fol ^�. t/wi a: r at an it st �kti i rthe' 6 ''.1 5.. Pli of ttie WNIO wr_r f . Nils co* � of sd ?.c : rr.s th N f"C ; t11 '11abr' '' r! ' E 144'x.53 i't t� �� t.. 110 4.1,1 0 F .1 , T; the rtr o be Co nd ?d mcre part dese ss' Pian Fid in the � 1. i Nec�11, 'i' .. , ohns S of the ►".E C�,r of :;a c',ac, �'�, �, ( h,, V tc a tart!ng pt th N ,9`30bOt ':i ft; th a P905at E 806.50 t't;; 1,:, 3 �., �' a.� i"t to ywart, ; ri ; pt,�utlt g ac m] , sit in ie .;(7 of _ i +' 'Dre. : 1.:F1 )xc for b1r1fr ane-1 444 rwi t r' of Y"„ .1 C� tit) ': :1i71.Lf'11'.t lf' 89�At hit' �1"i�y , , '1• '..')1",i •! � ',;i „y pp t4i�. . .. !•f�:`i.�A.r.';uiYftdi�Y:"'j.....�tk......, ......._._._.. - ; �. named pntees, t!- T ]r' gqd And Ack ' raspur A. -ockgr 'icor•., �9 rr . , Inc Tim INS.C0- .r rw ...•r m&-.— KNOW ALL M. !TNtS[IRlSEN fS,rAN •• u to �� 'ly"P.1at .�riur.t+:� ;.i8, ::.1:. an I and a.rtlrrrf undrr lM I.rr fI Mr Statr dl �rtfun a�1M re dwp wr d in aw...hran.N,d Ten .hwomwl.r.Nhf p.nror Pit dr.nnu n....f d.N./..,r.Ay Stu,hot#&r,.NI wd r Pry.rMo r1MCr:u.J.rnl..ry ,71n!r:_t 4 and a., IAN""a"t nN INWNM►wrM rho r.Minh, h.red,rrn..Mr ..� and.r.a•,rhr,ar.e.fArrrunlo AI/,Mfrr f M.a/artwrrnrd,phMl,d M rho Crrnly N ••.)^.1(•.•;:Jn Sr.h nl Jrr/un,dr..nhrd to-rrr' Lot 1. rL•dn.....1 t�!yy+s, d.ye•lrttcn County. +h'e•don �, �i !1� h..r.,u .Awr M.nArd and f,.nlr.d err.n.w'-IAr—d fr.Mee ..,r..,.J a,.yn•AM.... And.rd�r.nfM MreA, .n.rranl•t"ar.d•NA tad jy r,yr.rd NtnNr..Ar,r. .,,, a,,,I + .+qn•, rAar drmrM b L.IpIq w.rd m Iw Nngte d/M ,r•""• Mans.. .lb../ran Nd prrr,.Nn.Ire.Iron.NI erw um. Sae•pL :01d'"cns ,nd dxd•ttt:n• of 4cord 1 1 1M and rvrrr wd p. .j 0-d thm IrarN.r 001l Narranr.rd Innrrr Arhnd/M.M••fr.nr.d orrm. aM1 tAerhd./.,..r rM Hrful,I_..M de+..rrl.d if".,n•.Ann....r.or la NN.1tri"d fH.tl.d.rd sh—thr,'.. f.r h4'rNrho•rnf.J.r,nnhn/n IM I/urM .. 0—AI.rdn d tot,parN•N.b4nrn.Inr...nA m.a b►of P. H D7 r' 'ft'"nSrsf.l of lt.n dtL• 1 ♦nNbry to - � a'*'•r'T. ••.�YA ! S fwnrary SfA!t OF OREGON. Irror.allr.OA.IrdI •V I 10'5•Aq M, jt"n .fM ln. and .. �n ., the..Ih,, •to"MN PA.h.i . ,.'k.,�. r Ond fA.l air INrrr n tow r.•.ry ,{�r.nrM.MaM.rr,nn and IMI fM.vN Nhfrd Aanrn,. 4 w.I.b rIW A"feM►...d.rmanlr./rwI and-Wpd,n 6rh n.d th.rnrl.Nan,M Ar autAMrlr d'to •d d-mit Now,hAhr fq Oreton . Nr c.rf.m,.run Pop— UP WARRANTY UEE'D ' CORPORATION RSR or,w.rN t D.G.".. vrop..•.�r.. i'... INOfAEO � .•n.-.�� son{{arY B{ti, y7Na ..r.._ lit! anra '""— "to SAY ZO boy �•-'�+«rr ,+ StAA Adkins, Suilefer or -96 �, • war» M. 0. Roy $111 to.." Igfrr+ OrcgOn ur".N•,. .. 5 5!3 rt. 480 ...._........_._ _1111.... i 4 RFRATVW SWELL 1L Z . RA �, D.uebuci6andrerlrfa' ROD' Arr.,n.lw vMd rh .,In, 1 MO.^ n n.d•..oa1 d Yep and no/100 ani other valuable considerationporation to/r.nro,C.,d by •A TROPM KTLES, INC., an Oregon corM Ir • rM�ruthat L dn•r Mnbr I1.n1,b.rp—.,efl.M oun.n unw 1M..rd/r^nr.r.M Ir.n r.rrr.�n n.l P•aP•IIY.r�rA rM I•nm•nl..Iw•drr.,r,rnrr r•,d,vP„n•r..,,r+,rM•run1.,brl.a,1•n/m aPl••r• rrmn/ w uurd�n Ohl 51.1-d Ure/.r+.nd IM cwnrr rh.r•1 n.n.^•f p11a+,drwnNd..IrJln^,./a rrf A tract of land in 1#coon 11 Tnwoehip 2 S-thI Ranv I West, Willa"tta lSaridi#n, Washington CruJt�, Sregon, described as: Beginning at the Northeast corner of the ^o -Imon Pichardson Claim; Chance Melt on t11n North line of said Clain 29 chains; thence North 1'SS'thence South 8.62 chains; thence Sent 29 chains to the center of Count tion ortion cwveyedsto West 8.62 chains to the point e[ beginning p p B-ok w695, ithin Bute of Oregon, by dned rec.rdad Octoberb17, 1956 inportionllyingEe within Deed Records; SUBJECT TO rights of the public the bouXrles of road#; ret_ —public ictions racord,gtaxes,Oltan'. W. tarandblic chcrgdsee�nd all lis .^A ^nrr-tirencea created by, through or under�gr^antee. }_ *-3 -+ " S unrn rh•. ..r,. ». (o n.rr and to Ndd rN N^•J..•r and erd I,.nrrd Prrmwl sUGeeeeOTa • aUC Caee0 rtely,.M nv/m larnrr 1.11..1 a.w.rd 11.11,.• rMl AM,erd Ir.nra MrrAr •^.'r•,^•"J rrrh wed Innf-•1011 In m.11 nl,r.n•. /r.^ry .Lrlul/r or,rd rn r» mple d rN rtmr/onr•d Pr•mr.+ rr except as above etatad,1964 real and thereafter,Ttl year for the fiscal year beginning July 1• eM rMr/rnrw rill er+d peMoi•MM nr,utm..M adnnmu.ural%hall ruwnf.M lama d•l.nd rh,.Mr.•/,.nr.d Pr•mrw ..d,,/ul,.•r,.m rhum�s,rr . •n4 nrrr'd�Mn•I IM•.rJ.I.n,l rM 1,1r1u1 el.,^�r 1 rMdur•ul.r rn IudH rM►furrl except a 8 " .46aF<JC,daf.^f 1111 rM»melt rn pu rr / 1064 IYlTYFcc,•rnrnr.A..r.r r^d rd 1111 ^�1/I .r July 1 (SUL) ' (%. AI) July 26 64 srATF.OF ORFr OW,r—"-0 W.lahin;ton )u r !urvn.l�r aper.,,.!OP.ah...n.m«f and JEWELt C NARDMAN, husbhnd h wife RODNEY C. tlAR1:%N . Phi W1 rel—I'dhd rMthr!iT �. { I r liM.rr/..- ra Urrl Mi dlmmw�m rrP"++ ►#b.7,1968 WARRANTY DEEDi ` Igptx:0� odney C. Rarr:•An et us I r A'A Properti e, Ina., an ry1 I Oregm coryera L: +u t ,d..1+ � .r•..•. .. .. � ,•,,,.., . . ., -. .,..r 1111. 4 8008 Theodore H. Hornsehuch Nov 16, 1954 to 11/16/54 !van E. and Grace M. Puller WD 362 h9cw $2500.00 n ... .hUv pbsc an tori by the ent al •' ol rp sit :n Cke Cu ' of Ovash and -3t of k}re, b1f', L/N: N '�Y 2 acres of 1,45 1r1 "i 1sns, Acrel d.:per recdd plat tho,' on file inth© ofe c,1' riW reader C:f�Coi�e Cod sd Co of gash Stof Jre, more part dose aq tog at ON coru:' b,t mot 5 th 9 3 11 thee' 2164 p til; th N p11 w1 E31 I.-.' Lots tthe N 1i thof, th w on the N li 3144 f' `:,o .hp Ctr o the ','o %1 th Sly &161 thq ctr of ed rdto the poh. r $^.75 IBS,CAN t, A c k Ivan h Puller Ft 2, Pox 81 Tigard 'ire w. wider ! 79(Q KNOW ORLPS o.ALL MER Ir rmtsi rRasEws,rNl KAO()LD R• ImRs" sM i homrku rw,rear w .w rn.»dfrenern d Ton en: polra {� +ROtSAAI% and ^A*'C+3 A. gl;)SSt.Au. husband sea wife .A.Ieindhr ro e~#AN/ ws �1 dor.Iw.Ar/rwM,yry.rm.all link.wn.r vnen IM..r1 a.nar andaw enr.e'e hr.n. rcr..en&me•. . r/n. Ih , n tow anewrah rrm. •,, . rh•r. . �.r,/iI and d0ow"muero th—P.helmgmo er. nr ers.1—m.ewe.I rn eM C-1)'d htrton rd sere d Ortrow*n rbw r a.+• JokmM M M w Let rive (5). "1lA'4 4,VLS ai j.- thr recorded Ile•a therof an filo in t1w N efflee of •.ho'9�ent,rinM./Mode/ or swII i,.rtvn County, Ororon. odeoptir4 ! the deet 2 /env of oat/ Lot olvv, (5), her Wore eorw.•ma LIF MINA Aatondn Wilson area hu.baM to Chhrlee A. Aolu an, wire ray Nod mcordod fohruAr) 16, 1911. on no— 565, Deed Rant 124, arcro tartteularl, deaericrd Is followet l4tinnlnt "t Lh. S*Utbweet w^1111? of/►id Lot five (5). thence fret an tM it South It no thrreof. 2161 foeti than" North, parallel with the =Alit line +f r, Luc flee (5), to Lne Mirth lima ther•ofi thonce "r•.t an the North kind )11,� �) (1 fret to the dont-r or the "..try rude I theft" SoU"'Fky. elan► the np or r- r+ y uld r on he rleev of beglrnsn/,l otNptlrRl b"wt^r. Nr Portion of sold { fffl trdpo*:r lyler et"in tha ooub q of wuny roads or hl[heeyel all within II 17u County of tashlr/,tan eM St"Le of Xe[an l4l ! (i Ie N..e od to NoW t r rave do—Imid.red aewrrd,rrMe umn rho.err Mone«red 4,111..r 1 II hewn,ao x...or.and ew/,•,tw..., Aad wd tr.rwer hymn c .n1.Ie..d vroh»,II a--.r.d Irene+.hen. 1 rdnw.ehM/w.nrrr,•Iw.lrnr web m l..«rnMed rh.lir.,.r/r.nr,d P,I—I—ell e:..umh....•• (I subine'. til WIN usual pal'led'IrALLt9ne eM reetrlet:o s now ofM rv,3 a1 1 (�� Any tease lir hero %h at gay he.. xeurr.A a.-tet the Iwf, 1,1 tCo•treet dv+ sliced Iu►„ot 14, 1151. jl e,./rho Ir.m.w,ell 11 Vrd r.carr•rd 0-4 A-" ` e.r.«.r wr.d hoe,«eAnked rM.M..Marrs n,•—•••. ... jl hw rlom..rd I.r,renwle d rl pr.,n,.hmn.u...r ♦ Jn yw,rnnnl rho.d"4 rd.Mr.,M re,...l.,•.puna. rho.nl..w,fwel.wl..tM phn.l herd end rr it.. .der of April Ir 65 �'~ ,f-�r..f+..., tom, ....•.•.... iwtl { srArt OIORROOAI.C..wrr et 'I.kths"O" 1 A H1 le.een.nr epo.o.d IM ehn.e narrmar w10 nL °, - ` 3JN am 'rSC►Y it. f:^''-': •. Malan= ar. wt fe •.+.7w�..��..s,,ti1(��,., od erana.hd/rd eM rn./.+N mt,# rnr rn ne c• 1r vokwarr at d Ned I; , Y•Ff+" •.dt SmAn area. t r ♦1 1 ,;� • :e E ..lN��/:/;�'r dei. 1)a<,L l ,i.. • t Moen holm,For O"Oom / S " t♦ Mr re.e+rnwr.wrn eee.rn '� ti4 - G I WARRANTY DEED H"rsld W. rfGrdln pt,,.. � II �etan A. Pe.•room �.r606.,:.airyn..rr �1 A b+ir M 411,,.. •a•dear.e. .«r I� towlate ern/""au t. Francis A. pru//•en a.wade _ n z APR,,r �nc5 ...r..:, �. a..e..eMe.na. 51 e.r.,.r,•. ._.. 1 .._...� ,1�erg !11115 St Fe:wtN Ntord• oretorw INV i+1fM .<iii..:�Qr�1y,t�u,.,w.6,•o-.;�.w.,...�.,.yr.v:,n4,:�.«-„�,t ,.,i,.,, MELMIALMIM .r MtS11S..p+tS.r . 5081 .�.. ... ._. . . ._.. ,,.r„.,.. x June Bohr: O+Fiftl.lurar, ani ;(el ;ia k O { �aia.t ZCT'Ei i� rl�f.lro, T'tloma,: rTietliurall ,Rr,:i ova PtAttlr Lou olHajl.r!rq.t },• ,, N •T . C'.rJ. &'b-Qc„ QLl r�, 5t ciY Ox'e, nq aiN Inc -d lilt PL[b a + .4 ..� �{, , rue W u d,. t L rue a or f �'•, 1 � Vit:,°T.�.Tl^� f3;!r,'!�1��t,� � � r IV it-1 ' Ll re of Vill ria tier. t” prcduc i no ' Op C 11111 co 9c*d A,,k s i .. iA 1 '' '•, 7995 o ^Y Mack W.Campbelland Jsaly 20, 19$0 Beverly A.Gampbell h;�M also known as neve. ].y S.Camnbell, , 7/15,150 t0 ± W1, 309 l ?ao Rodney G.3elanger and 411)..,;o Betty E.I3ela"per, h .n! 1 . . .hb- r,-bsc all tiiti .fa;. vl L ; in t-htj Co of Nash and St of p Ore bdf t/w; t baaip markin;., the NW cor of 1.1,141 Jaart.e riicrili 'j I;I.0 ,2,4,; q'28 '� Rl+► of the V' WCO an(l ter. th aIg the TTl1 o!' Sec 12 '," ;^ RIW 01' t1le fid" a dist of "t t oer, ip; th a t r ?i " y'ir,—z1"' r, - ad Ser, li a dict or 79 f`. r an I;: a i.; the tpob Of this df,sc, tYl cont ` 01) f'': tc• Ar, iin the N r/w li or Co Rd N01736,; t:, t, w sa 4 ,;: A +Pnr;U VV 1� a asst of '"n i�; a', of x•00 1't an Iron plus; th 0 �39020ik, sj Alist :!' ,:�' (? rt to tpob n" thin dose yuve and except r.he iNly. 1 .50 fr. ":'inf ;,,.;50 IRS CAV . SKA Fy'I exc�pr Business' hurl m of a RF.d Mac'.,- ll.l.a rT Ae't wUgck Russell. P. J 'q !° 10 x.� s fell V420 '.A.. E M-ri d t and --�.-.n--� Lyle, C. Brandt hi.n to 7/lF/�J Adr;an Kr. oeee and WD X546. ';cnevi ev�� A. !trOAA9, Nt�rw $1f.1.00, �y Ori, hbYrr;bac all o!" the fol ptv, ;,i t tri Co of waeki, St of N / hep; at iron pipe on N 11 Or 12. In ',V28 It e - Wash. Co, pre Which tron pinura r'1 rcvprOr. Nt. of Jt1 eC HieScl.in n.T .C. Nv.43, and rng th R alg N 14 of Son. 12, a that of 335.F, ft to ironpip e o C- 7.'. : . th N 19' 20+ Wel.p, srr!d r .,iit,X in N,�li of o pd Ply"; 4 N lt,gbt Ar ie to aa1 �eh..lt ' 2� ."5 /'tttoopl�p beg. Ba Pt. fio ah pipe S9d & Ac k McSo W- �i rye WPortland 4, c� BARGAIN AND SALE DEED tort.and Tn+et H,ak 1 [Dowty 'r yNOra' ALL MLN BY THESE taESENTS.iTN0 YNr 11i of rM wm el 1 Ten and I:a//1?- ----pour----- d .mar.rM pr.of rM Sue a(prrp,n,to cmodeur�en .....•_--------- nOLLARS __-•-•_•.............. n„e peed br t.6. 01LL acct J)MZ L.GILL. huate+d and rifer ,yet I,rrrl.t Rr.m,tirs,m reu,nd tm•rT a,r.r a..a t. 0. OIS.L and DIEZ L. GILL.Gusb4iui and WS-fl- ti. ife. Sad br 'a tM Cmnn ierrrn,o...nenn and uoan.(neon.rM telln.me 3-4.3 t,nd d"Atee Nr,utuNe,Ipry mR Washington .St.te or Oregon Beginning at an Iron pipe on the North 11ne of Section 12. in Tw'tship 2 South- Ylirm"a I West of Wlllemette Meridian, WalhingtoN 0"nott. Qretonr TI}+teh Tern pips aid v.• beaee Last 66x.5 fest ft»n the Nortnwert Corner of the Janes Hick/in D. •F� 4J, and minN.nrt thence Eset" Along to S�� at right angles laid�Sectlonal'ns of ))4.6 fset to an iron pipet th 1)04.1 feet to an iron pipe on the North line of County Road 90. "36I thth^x arts ' ego ?C' West on the North line of Beit road ))4.6 feet to an Iron Opal North at right N19106 to the North 1Lae of Said Section 12, a distance of 1300.2 feet to the place of beginning. ��1 UcEPSINO THEREYPDM, the follovin` described prepertyl 's'"� '• �/ + e, Saginn:nX at the 3altheast cot"r of "a shote l6 scribed property and running thence Wuet along the trth lira of Roud 410.theme North parallel with the East line o/ the above descritwd tract 241&.)2 fest ribod to a npointy thence tset. paralIC with the Nor'h line of Co,mty Road No. 716 a Z&gt rlkctl ,tlVY11___ ,1nntclt to the as &sitlineof said tractling 2 4.32 festof it.* ate she mace oftbeglnang.than" South a « i •.��i,ati-�1. 'fgreMr wuh IM tmrmenuhrvdu•ranh mJ IpFunm,n r 101, wr rMrale txbN,pea,w m mF.N ItpMtmmg,,nd den.It ar not.tw .nd . .N I•r.nd elwbllttrbe a ehrtetu j• To H•rr•ed,✓Hold thr umr,.«o rh.-1 t. 0. OLLL and 1tt1 L. O:LL, husband end N�their ISl Irrn.•ua.nlsn end.a'R,r.lose.-, I 1 iN �ITPIBSI"EREOF.TM -A LN Z"�ueI "Fr AnnM✓nuN n Bo.rd 11D. 'nna oral Ideped ..wd 11—P-10,ro b'enra In w Y tics President ` • TNI lase Ytive VNa►rn,drm. peAil TNI:10 R•Na STAT!Of 012001.• , ravn,r e(Mulrnnnvh 3. t. GAME (In,hr. 2Letl,rnl JUno .196b ,!.oar rrc aM+n�' GAIL R. R1LIlJl .both ro ne prrr..r+ M eno,nd b-1 Mir worn,d,J Sat rho M rM Nd 9. E. GJERC6 .u+M Ao.•r.nr (: 'I V 'tits.Prntdenr,.nd clue N,rM u.d DALF, P. M1LIJ[P d IMr fhc�,...N.Ma rM wnhm n.mnl—.,rutat,lur rhe rel h.1f ro .1 +-,true ureronurn"'h_, rM r«��o.Nr dd rerPnrurm,thri rM Y.d,a✓run+r.r.It'arra led wak+l m MMII d u.l mrpnu+ra M J,.rJT Sal IynEtwu 1 DnaeNn.Iad Meet rlvl.,ana.lnlar.t u..l nren.mrd to be dw herr 1-1..rlwr•rt Kt uvl dwd d r d.neper tri r r Ind P,t.Pererkrrea�.e.Jona IIK•1'E371MONY j j,,FPFUF I M.•hwn,nro rt nn h•rrl,«d,rh.rA r•n eAar•I Nal tt.f da/Ir.d r«=1 .�t"re� SNL 5 glib time}Pumm,nd ali h flus)y ar Rut• �. <" Mr cerr✓n...,«rrr,r« twat ' lYdi KNOW ALL MEN N7 TI,Ct r„LEtItr3,rho, L �. gmhte UD rfaTu Suras, ta.e.re oed oif. II m•.e..rA.aea.d TIII t210.UUI - --- - --- -------- --- - or estho►•.1..630 oom..idtr.tt.n - I1 P"M IJi=Il I'. TAX-,tA, 1(t\- • h•.tr errM,eMgrn,tJl rid'<-..I.w-e.M [iC.D. tao.,r A.A.ood-ld-at rhes I•,A.-.ry...I w.►.nr...M tlr �---s A-MN..-.w..r...n,.,.r•..w.w ea,o/.f ..h cruor d t,ltldrttee r,I tt.r.d(A.g.w Isrw/v/rel dwri.1«1 r Idles.•.. eei+n+�g at ae tom PIP- r W enrth Ler of 1,,U L p 2 DwM Den 4Ah"Ctm:mmtr, Orrfen. .Aiar too migg ppeela!6lort�lhe[ IOGL.I fftt Roo th. a�mthw.e cnrear of tAr Jaso UAL.CLC f4), Ytd y,nplry thrr.e. Oat elnng tM NCrth lift of.aid 9octl or 12,t dleLfte K))J,S foot !a m tow PW.PoI tha.-o ,nosh at right N4144, V old Soollea Ler 1)21,0 fanE 4 � r lrPiN on ttw lbrth Iles of r.%,Mtd 11){ithonee tory Sy 10, to.,along IM Wu lift of geld Ce.oty Rood 377.5 Mt to to tree pipe, thoene North a\ rtd.tmgLo U sold toed- tilt LY%.l toot to the pleeo of beginning, newbotng 17� a Pn of the eros reel"W14 00rre.l.d b tM 'J uor Ge\rat GL ft InA rtnC.Co.g+up 4 deed 4.t.d .lanoa.7 11. 1*0. r leeried to Iter 126 of DKA atoordo, Mee 511. �srl natot !~W. Onga1. 6e-Pllry then RA, the fo1l C.ing dot"Abed Property 21 MW to the cerotr of } '1 whebtettnn !tote of OMgvy to-wtt0 1 1�ftlog of.Fdna ea W.t Nth llry of Wtta ly, feoe.hlPIle !]s.NFAA"1 I .hloh to toot 11N.45 Dot ha Me ikrthwol enree.of JVA M Idetllo DC/ V..enott wlry Wt 1!12,15 Mt to 00 lrar pip., Uw"g ?a.w of rip t Moo to t1.. t+atl ae,ler 1,1011 toot t.an Lt.*pipe #"I trerlglre belry heated ao th. Borth lino of Coney*nod 211 them.forth ey 20' toga 11.5.*/ t..e t1 r lteo Plg1 W~* North at right s to told botA.n, UIQ 130 feet to aM glow K MgLntea. f•Ito.•rN A.Ir•1d.rN.Ir..et.-rreel rr gnwr..r�.r.soros rA r ,.ora r.tm.w I I W L W. tlt7ts aND m7u 1%99 I Ww,Nod Jr e.wr.t ti rd ltrA rIr.�...,rw/fmw.shop,!e --dhnw.Jd rA,.egt / '� A.n w.l~•��ti'r'r+Mre M.r.r;'t . t.le d.t.d Ap wA+.Ire,.1«r.n..tr.r.,.,oaaref.inS r„r tr tot of rll .. '�. .�.-t ''r• 1y, ,yeses, M.b Ilni, Py• 151, 0o 1 r.enrA% and fro ah.fpnant ltor•nf�I�..y nrr.w l9, i•'.. rM�dad Jarro 11, I-A. Non*WK, P.O. ttl, r-od roo.ode. ' .-d IA.. thoy ..e rr 1W2t h.ln,w.. -.re,.0-,rr....A.Ir•r.r.r ..w lo..«♦./.,.d rh. .u..•g w•.e A••-.r r.1...r vet-w.r.•1 Into. -r-nn rti l..N Nw...ue/Mn rel.d N ....a. a Irlr.-� •>! Mot -.d old ebb 71 1 r . of t ieu M St 1 son”rrry+....r '� ..,_._•��a_ �-.r+._ ----� 1-�' 'TiCITe'y-°.fly r t AIId I ' 6947 Auvust • L. H. Stobbe/ + to '.Myrtle Stobbe . . .tiby F;nac all the ftA r p sit Co 4r s' Ot of Oi'a bdf, t/t�: MS.-uaa njnt ip in th,' Nn and o11 ')16(-0 12, T'S, R1W r th W-0 Wch bec pt tegr,s r 1�,004.T—r ,—r" or the Jlkmee hic:k11n LLC # 4.1, end run th L' al on t;i3 N 1 1 0f ncl See 1^ • dist of 333.5 ft to an 1p; th 3 at 1 :rht angils t. ,) 1 Sec 11 1308.0 ft to an ko ori the N li o'' Co Rd #736; th y+` ZU� 'N Qlon the N 1.1 of so Co Iid333.5 ft to Or, i.p; Ln N At richt anf;th to sd 3ec li 1304.1 ft to the place c'P bea () rsc1c1 1 einr' a Fit; �f t he same real9tat9 C,.rIrygv�d t0 t,tA 'Union Cfintral Life Insurance Co by L dtd 1/022/40 Hij(j r .cdd ' n Bk 1Fof ds, oF+ 517 of the reeds of WCC). grd and Ack Myrtle Stobbe Tr #2 Sox _ riltard, re �1 3w174. I I714 G KNOW ALL MEN NY THESE PRESLNTS, Th.r Jeanne Cleeerie. a widow I ,hwwn./r•r Wr.d IM M.nror, i Ten and no/100---'-------- elm.. w s,.Mnr p.,d by Henry J. Claverie .MMrn.IN/c.7Mt I:N Ir.MM. d.w h.r.ar h.nr.h.raan .10.ed—1.1—1,,rA'-Id 01.n1.•..d I,•^,...h....,.uer.•.n/..,rl.. i rer.•rh.r.•rr.n rr.l p/nprrl .,rh rhe hrinn4nj a/.Ppnrrory rrwrN m NN Cnvnrr.J Washington .rd Srar d 0,tk-d•rnh.d i. . 'I •hr/kww lu s.r II � t A tract of land situated in Section 12. T 29, R 1 W, Washington County. Oregon and being a pert Of the J. B. Ciaveyie tract, being more particularly 1 descrlbad as fo lora: beginning at an iron pipe on the North llns of Ser.. l2 in T 2 9, l 1 Wt Y.M.. WRJhington County. Oregon which beginning point ,,sere Last 1771.6 test from the Northwest corner of the James Hicklin D.L.C. 043 and running thence East On the section line 246.7 feet to an iron pipe on the Westerly right of way boundary line of the Oregon Sloctrtc Railroad; thence South 410 13' East along said Westerly boundary Line 136.3 fret to an Lron pipe; thence South to the Northeast corner of that retrain tract of land which I deeded to my son, Henry J. Claverie on the 25th day of June, 1959 recorded November 9, 1959 in Book 424, Record of Deeds of said County; thence easterly to an iron pipe In the westerly line of tha .1. R. Claverie tract which iron PLpe bears East L777.6 feet and South job feet from the Northwest cornu of the Jam a Hieklin D.L.C. 043; thence Northerly 709 feet more or lass to the place of beginning which tract of land, in addition to the tract which I conveye,l to my son. Henry J. Claveri on the L:t; Cay of June, 1959, includes all of my property in said tract. 593 MtGt1 ' r �"/3 . i 6297 MTN Cr 0510 ( U. cctlrTT or AvrL1oN ) y/ila ALL Yfll ST tTRSa LR1Str^.5, That TRE U7l-N CErr4AL Ll" rrSTIRAN71 i CCY:.5T, a ;orporation dW f or ganlrad -,ter the loon of Ohl., eith Ito prinolpal .ffle@ in the Clty of Ctnnlnaetl, to eoN ldaro tico of me Th-sma d Throe Hundred Fifty and ..Ilw 111,750.Ju) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ol1ux". the nsolpt Whereof to horoby sotnoaletod, dase hereby grant, borgata, &it 1 Lod aooeoy to the said L. A. Corti and 'i. ►q worts, husband ane wife, hit or bar heir+ and assigns fororer, the follo. ng desorlbod taint estate, stout@ to the Cauety of Wo@hingtom and 54te of Orogom, to-ett, !� Mginning at the Northeast (A) eormr ar the Jewoe H. tuber U op T` In 2onehiwu ;2j south, F @nag@ Oaa (1) We+t. W, Y., ant rm it r thence al on tha'Jortb item of Sondem Trelte (1'). T.nrn4ht9 ft Tea 11) l--- -40 C400 /ll Met, r, Y. 1544.7 rest to time we ly aoundory line of th `..ref,as Sleatrta {honor SeuM M deg. l7' toot an said boundary line 175.3 fes! to oo ire@ pipe, •+lah lrm pipe to the ew plass et Mglar--1.4 of rite trast Mnin dna- • erlbsd. Thomas fres the aLaoo deeortaed tnu plan• of beglnntat South tl deg. 17' last along the Westerly ..,_ bauedsry line of the Oregon 7l ea trio It. A. Co. right of Way 7T a.a feet, thwas eootlnulog almond said Railroad ad bauery llhs am o auras to the right (the lmg short of Vsh euro besr4 South Vdeg. 16' Last 1017.7 ft.) >e eh It. pipe m the torte lt- of ^.nmty coed ao. 77@1 t2rene 6outh 69 deg. bi' West►l mos .4 Pert► ll- of addMasat (S6) ,:ouaty Read 2W.7 foot bo an It.. pipe sot for the aaurear of Urat ssrtala M f 100 foot tmot of land em+oyed to the 7, at e+ of the Bonito Sundt' School by deed so re.-ded at peg* ShT of Vol Ib, Washingtm County, Oregon ,lend lasordal thenua aorU i deg. 01' Met ♦c right soglss to odd read too fast to so lrae pl po of Ms North amt (h- aeruer of eald am day 7J�eel {asst, Monne bouth 66 deg. 5Y' Met 90.0 fast to se tram paps at the %orUWn. lrW) career Of sold 6umday Sahool trectl thews aeuth t deg. Ol' ae el 100.0 face to as iron pipe at tiro ao.Uwast (Ila) serest of Ur ools Sunday aahool {nett t]wnae aeuth Det e.g. 56' Wut •lens tI. Kurth 11" o{ said County wood WA fast b an lrno 3, tMeq YeMh LrjofHght ",I+s to the fe rU line of said Snatlon Teeln 111) o dist.-s at lZO7.t feet to •.he pias• of salag • part of Ue sue real Odtata sen,,sot to Tho "a lase ^eetnI Ufe le aureate Caalamy by peed doted Janwry tt, 10 and recorded in Rook 164 d Deeds. loge 117et taseoPAS of Washington ''junty, "rare. 6ubrnt to alhel sstot lag '.@—notes or rights of parties to posqulos ail losses, not nontraote, ts ootataadlq alnorol tigh , rlghto of Way am osessents of a—ry aharacfe, sae exiating on, o+er, under or across maid Ianw. (Nnegr sseeptleg sed teas r.lq, baWewr, ueM 2qs Haim C@o,trsl Life ,��•.y . leearsWss C—Pony. Ito -o osowe and dotgno. from,all the woes I DEC I �l 454 pw-140 ,) r .I .L r 1•. 1.. 1r - I 17122 ~ T.Nen...d ro N1Jd rti.bur.dwrnbwl.d p.nrd Pn.n1 r.unf 1.rIN.rd M«Nw.d JI—1♦. Mn..•aw.w.r+d...drw Innr« I Ad.rd Ir«.fnr h— ru.«..nl.ra.nd.rrh«,d h.m.w.1.d p.nr♦.I hwr+,wrn•nn.nd N irdw.fh«y.nhr n I.wUp,—I m I«nmpk nl fh.d.1..tr wnr.d nr.mu..fr..l.wn.Il.rrumhr.r.« i 1 I I .d fw p.nr«..fl I ►M.N olwd I.nw«ddwr.d fh..1—f!r«.I.d w.--r.d..•ry p.rl Ind..«r'w1 fMrwJ.�.rnM IN 111. hd d.rnw..d d—w..1 Vl—.rw /„—t—d A..Na-,d..rw II..rw....1'.,�..w.w rhr.nh11.•1rw hw!«Ih•M.n1I �I arlTNs.SS ly.w—h.d.r.d..rl rM1• �,c� e.r d March I. 66. �I C. (Mra) tta,.Lr i !TATs 0►ontoom.c—tv of 02l Moauh r March l to 66 1 ►«.. .errr..d oh.-h--.—4 Jaanno CLaeerie• a widn.f E. jr w.14 .wd wo mdd d to.rnntl.vn/lnrrvn..nr rn h• r 11 n1«r re rd�n1. ad lllt _ - i1 1t � 'd WARRANTY DEED Joanna Clavwrla. CJ X Ranry J. Clawerid •«••w •r�••,•,+�•ra. �.....« Yr.. wrn.Ulw./..frV.N rO •^•••1y�fr.wrY.O♦1►1' ..�_..`—.' 2� '9G5 vl..•.nr W N r.tl'o 593 n.253 t� It . z , 1 CITY OF TIGARD Payment Request Project Name: Sewage Pump Station #2 WPC No. 236 Payment No. 1 Date: 11/20/69 Contractor J "Com 1 to Contract Amount Total David Fry. Co. 100% $316.00 Cornell Mfg. Co. 10096 12235£3.00 Total Construction $2674.00 =ineerLnZ ervicU: Plans & Specifications Stevens;, Thompson & Runy,-m, Inc. 267.Oti Total Engineering Costs $267.08 Total Cost of Projec" 32941.08 DESCRIPTION SHEET See page I for vesting and encumbrances,if any. Des ription of the trcr Iond which is the Subject of thi,;report: Beginning at an iron 1pe marking the Northwest corner of the James Ricklin D. L. C. No. �3, in TDIMShip 2 South, Range l West, M•N.a Washington County, Oregon, and ruining thence East along the North line of Section ln> Townahip 2 Sova!►, Ranger 1 west, W.H., a distance or 334.00 feat to an iron pipe; thence South at riglit anglers to send sectJon Zine, a distance of 796.3 feet to an Iran pipe, said Iron pipe marking the tr ur point of beginning of this description; th*MQ contIMuing South it dintwee of 500.00 feet to an iron pipe Wt in the North right of way line of County Road JT36; thenoe along 6014 Horth right of Way line north 89" 20► West o diatanco of 300.0 tenet to an iron pipe; thence North a distance of 500.00 feet to an Iran pipe; thence South tag' 201 Mwt a distance of 300.00 feet to the trace point of beginning -if this description; save and BXCM the Westerly 150 Poet thereon. -------------------___--____-__-_-_----__ ,,,,t N , 314A-11,1314 > I �`ioneer National Title Ii,-ara.nce Company N - TITLE AND TRUST DIVISION II{ Page 2 PhUip Hammond Inc., a corporation, recorded May 16, 1956, dated May 14, 19560 iu 7400k 346, page 566, Mortgage Records, given to secure the payment of a note for 48,800.00. Said mortgage was duly assigned of record to ,Business Men's Assurance Company of America, a corporation of Missouri, by assignment recorded May 23, 1956s, in Book 347, page 64, Mortgage Records. - Rod of Report cc : City of Tigard ligard, Oregon 97223 Attn s Keith 1hompeon `inuation Sheet Report No. *A-48422 7-o l (v s V Jk S-rl Ire c' s�� sfaf� S/aio � S 3--G X per• 13•Mt P°' d �y ` G % IL 5 t«{ 40 s � is David Fry Co. F3-5-69 Letter of proposal for improvements on City' s Pump Station x;316.00 8-12-69 Letter of authorization from City of Tigard to David Fry Co $316.00 10-6-69 Paid Invoice from David Fry Co. in the amount ff $316.00 Cornell Mfg. Co. 8-6-69 Letter of proposal for improvements on City's Pump 2tation 14;2614.00 8-8-69 Revised quotation " " " " " " $2358.00 8-12-69 Latter of authorization from City of. Tigard to Cornell Mfg. Co.14"2358.00 10-14-69 Paid Invoice from Cornell Mfg. Co. in the amount of $2358.00 Stevens, Thompson & Minyan, Inc. 1-9-69 Paid Invoice for Pumping Slation Improvements in the amoumtof $165.88 7-14-69 n n n n n n n n or n v� 25.00 9-5-69 it n v n n n n n rr n $ �5� .20 $267.08 i � MY [Xtst;suwallr , 2014 N.W. 24th A". . P~ OrvW VMO 3 F, 0 p * Phones 226-1311 kt,TdRR , MMIVW r Ad No Midi Amt. was publisW as listed below. for tkV successive ,nd consecutive weeks in the following issues. Rpr%1 1 and 8e 1968 ' Calm Nr. . ley . DAILY J%Cf" SUNDAY 2014 N.W. 24th Ave. • ►artlsnd, Orem v7210 Phone: 2261311 Publication of the: NOTICEr TO CONTRACTORS Ad No 28568 Amt. i 36.00 San!nary Seu►ers was published as listed below. V-\ for two successive and consecutive weeks in the following issues: Xpri 1 1 and e, 1968 Case N�. Y C� P� c. ti l� CITY OF TIGARD, OREGON SANITARY SEWERS PINEBROOK-BONITA INTERCEPTOR ,q MONTHLY CONSTRUCTION ESTIMATE NO. 1 FOR THE MONTH OF July 1968 i CONTRACTOR Lord Bros. Contractors, Inc. 9233 N. Calvert Avenue Portland, Oregon 97217 I SUPPORTING DATA FOR CURRENT ESTIMATE The first section of the following pages contains the principal data which are the basis of the current estimate. For purposes of uniform,lty and to provide a convenient means of reference to contract prices, the":;; form used in the original proposal of the contractor has been adapted for the use in preparing estimates, In explanation of such use the following statements should be noted. (1) In the column headed "Total units the lower figure is the estimated number of units upon which the con- tract is based and the upper figure is the total number of such units the contractor has completed to date of this estimate or it is the estimated percentage of completion of items which are covered by lump sum prices, all subject to acceptance on final inspection; (2) The prices shown in the column headed "Unit Price" are those named in the contract and used as the basis of this estimate; (3) The totals given in the last column of the schedules show the total value of all work performed to date of this estimate under each respective item. The second section covers "Extra Work", and its details are given in the copies of "Daily Extra Wor; Reports", which have been issued to the contractor during the calendar month for which this Estimate is made. The final section of these supporting data covers an allowance for materials delivered but not yet used. Current Estimate - Page 2 To the Honorable Mayor and City Council Tigard, Oregon Gentlemen: This monthly estimate for the construction of the. Pinebrook- Bonita Interceptor Sewer for the City of Tigard is made in accordance with thb requirements c f the plans and specifications therefor and the contract with Lord Bros, Contractors, Inc. , contractor for this work, The following summary of the attached sheets shows the value of the work performed and the amount due the contractor. (1 ) Value of scheduled work periormed to date $ 41, 943.00 (2) Value of extra work -0- (3) Value of material on hand $ -0- (4) Value of all w-rk to date (1 ) + (2) 3) $ 41, 943. 00 (5) Less 10% retained $ 4, 194. 30 (6) Total payable to date $ 37, 748. 70 (7) Less total amounts previously pais] $ -0- (8) Total amount now due $ 37, 748. 70 Respectfully submitted, � r . 13 y'✓-tea''t 'ss a.�/�v K.C. Thompson cc - Lord Bros, Contractors, Inc. cc - Resident Engineer cc - Stevens Thompson & Runyan 63-P-220. 314 Current Estimate - page ) a. SCHEDULE OF PRICES FOR TIGARD, OREGON SANITARY SEWERS PINEBROOK-BO NITA INTERCEPTOR Itern Total Unit Total No. -_ Item Unit units Price for Iterti l Furnishing and placing 10-inch concrete sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below. 1 , 994 (a) 0'- 8' Depth lin it. 2x2NSt $ 8. 00 $ 15, 152. 00 (b) 8'- 10' 99 388 0. 00 $ ✓391.00 413 9. 50 $ 'J L Furnishing and placing 12-inch concrete= sewer pipe in Class C bedding including excavation and backfill, invert depths as listed below: (a) 0'- 8' Depth lin. ft 32 kR 9. 00 $ 2$13. 00 (hl W- 10, 262 -- 8ks 9. 50 $ 2, 489. 00 (c) 10' - i2' 295 - 8KML 10. 00 $ 2, 950. UO (d) I2'- 14' 21:1 *kit 11 . 00 $ 2, 310. 00 lel t4' - l6' 61R1 IZ. 00 $ 732. 00 i Furnishing and placing 10-inch asbestos-cement sewer pipe in casing pipe lin. ft. 1 30 13, 00 $ 650.00 4 16-inch, 1 /4'' (Addendum M4), casing; pipe it, place and ready for carrier pipe lin. It. l 30 35. Q0 $ 4. 550. 00 i Furnishing and placing both l�y 8-inch cast iron pipes for Fanno Creek a rossing Mn ft, 85 40. 00 $ 3, 400. 00 63-P-220. 314 Current Estimate - page 3 ` ff SCHEDULE OF PRICES 1'I NEB ROOK-BONITA INTERCEPTOR Item �— Total Unit Total No. Item Unit Units Price for Item _ 0 Furnishing and placing 10"x4" concrete wyes or tee branches (7) complete with plugs each XX $ 12. 00 $ 94.00 7 Furnishing and installing 8" stubouts in manholes each 5 50. 00 $ 250.00 R Ccnnection at. Sta. 0+00 lump x Oxx 2011 Q0 $ 9 ConnF:ction to Bonita Road Pumping Station, including 12" cast iron pipe 1000/.P P lump xxxx 600. 00 $ 600.00 10 Furnishing and placing manholes for invert depth of 8' or less, complete and ready for service; (a) Type A with watertight frame and cover each l 500. 00 $ 4,000.00 (b) Type D with watertAght frame 2 and cover each )9 400. 00 $ $00.00 22 1 1 Extra depth of Typ( A manholes lin, ft. )EO( 25. 00 $ 550.00 12 Special manholes for siphon each ,?(OC1%) $ 450.U0 500. 00 j 13 Select bedding Class B for the following sizes of pipe: 1, 993 (a) 10-inch lin. ft. a?WP 0 50 $ 996. 50 (b) 12-inch lin. ft . 800 0 50 $ 430.00 14 Excavation and bedding below F� Class B bedding cu yd. I, 50 $ 325.00 15 Exfiltration Testing 335 (a) 10-inch i, AXltt& 0. 10 $ 35. 50 (h) 12-inch U _ —.._.. lin. ft. &6& t1 l0 $ 1t Lumber left in tr,•nch MBM (0. 2) 5 X0. 00 $` 10.00 TOTAL VALUE; OFSCHEDULED WORK TO DATE $ 03-P-220. 314 Current Estimate - page 4 ., Kk^A'`�11."-1114". , r I O Q 41 UJS J C NLit t cs ce un CA W � �• � .� L W � G r i J V7 � t� • t o � � •+s4� t I � I H•- I r1 Cj Ll � m a �4 1 .I c ti n I A in a f l�? '.•;2J ;,50,0 N g S C t 00 ' d O I O WSu — al� •:n r Li to Z. C' LLJ rz J y �• _ G 0 u a 1- •'1 Ov .rt -Jo 7 r I \ (%/nq _I S965e-. ev Li of LL I Q W Q' \ n •J rh c � ;y Ln 22 fie Cr I �` __________ _ -_._ -_..� 1 I G 0 d{� `� ' C- nt� 1 J v j A r V i Ln IV, I •r l � 1 3.is r; ��! 06/10 S9�6i1y� W i v F/Z Q ( W N LL Q r cie n 1 QLn c.O :i " n 0�1 In K a oo ,50,0 Nin ,, v 13 tn 1 I f �t O_ o 1 � LP I I I SEWER SERVICE TO PINEBROOK SANITARY D:CSTRICT 1 . Sewer service would be available to the Pinebrooh Subdivision after annexation to the City of Tigard and construction of a 10" sewer line -4rom Finebrook Subdivision t.o the City's pumping statim at Bonita Road and Fanno Creek. 2 . Each single-family residential unit now connected to the Pinebrook Sanitary Sewer District would pay a :Flat rate of $50 .00 when connected to the City of Tigard Sanitary System. All lots or buildings not presently connected to the Pinebrook Sanitary System would pay the normal X250 .00 connection charge to the City of ,1 ic4ard. 3. All asser_s, land, buildings, equipment, etc . of the Sanitary District would be turned over to the City of Tigard. It has been represented that th._ District has no liabilities, unsettled obligations or unfulFtlle(, commitments . 4. The City agrees to sign a contract so that monies expended for construction of the 10" sewer line can he returned to the financier as connect+.ons tre made along this line. The reimburse- ment would be minus the., projected cost of the required 4" pressure outfall line and would be for a five year period after annexation. 5 Cost to Home-owner Pinebrook homeowners, when connected to the city's sewer system, would Fay usual city sewer service charge which is $2.00 pet month per residential unit. This compares to the $3. 50 per month paid to the Pinebrook Sanitary i)istrict. The City's current tax rate is 6. 1 mills . This means a home valued at $18,000. would pay about $2.7.00 this year in city pi_,.)perty taxes . The increase in taxes, however, would not be effective until next fiscal year due to the closi of tax rolls . f�. Annexation to the City must be sponsored by the residents involved. Th* skofeh below -s made solely for the purpose of assisting in {,, > .,nd fhr. Company Assurnss no liability for vAria+;ons. if any, in dimensions and location a-104:nVO It' hotwer Nrntiun.J r u I v ' �23 - --.4---- ------ ,I l I dry I r' A 60() l�) t u N N 1 ~ 1 P Fit 04 n _0 ...--1301 _ -. _... ... 1..�, y ♦� ?L9 A. 10 � Mfg V119"7� M Q IV 400 tt � V P'v IS r raft V� �. Matl° PO w sMraA: 8010 t t9s 1!1 wAID400 O r� i tssUn tV �ON •Ar I�fJ . A r t s9 f 11 At. J ti ; V ``r r t ,A 1i r �... t.t• t1 �, �� A, et dill sss�sy�,C-,.n* .v•1'YMIMI��..._. .lf 70 tr.e� .�a� ,Ri u A' �1 .. 1 �~' ` � I 4 n! At is t rw i » ._t T 1 0 314 95 14 rE, 301 �,. 91 Ar I 1i W all1800 ./ 6 1 $13 ";'f 111iE/ 1 's W1 PIi At g w o ti 8 2 r 6 s. 3;OO 31300 re 51 ; 56 1 . Casper A. Recker and Edith C. Becker, husband & wife Rt . 2, Box 79 Tigard, Oregon 2 . Pinehrook Sanitary District (t-his should be City, of Tigard) 3. AGA Propertin9, Inc. , an Oregon Corp. Stan Adkins, Buil.der P. 0. Box 6373 Tigard, Oregon 4. do. 5. F. and Crace M. Puller, husband & wife 1.4400 SW Fiwy.. 2 l 7 Tigard, Oregon 639-2474 6. Wallace J . Brosseau and Ftances A. Brosseau P345 SW Bonita Road Tigard, Oregon 639- ---- 7 . Thomas M. O'Halloran & Betty Lou O'Ha: loran, hug}:,and & wife 8250')' SW Bonita Road Tigard, Oregon 639-1' 78 8. Rodney G. Beinger &Betty Beinger, husband & wife 81.15 SW Bonita Road Tiaard, Oregon 639-1971 9. Adrian Froese & Geneiie,,e A. KroeRe, husband & wife 8065 SW Bonita Roae Tigard, Oregon 639-197ES 1.0. F. G. Gill. and TnPz L. Gill., husband & wife 7')55 S. W. Bonita Road Tigard, Oregon 11 . Laura D. Wanser_ , a widow 7865 S. W. Bonita Road Tigard, Oregon 644-529, 12 . L. H. Stobbe ar Myrtle Stobbe, husband and wife 4690 SW 184th Beaverton, Oregon 644-3075 1-3 . Henry J C1 averi.e 3040 S. W. Taylor Ferry Road Portland, Oregon 29/!-9551 1.4. L. R. Davis and V. Fay Daris, husband and wife 7415 S. W. Bonita Road Tigard, orecron i Pic brca�c — L�mhi�o J C Pernianent Easement 1 A fifteen (15. 0) feet wide strip of land in Section 11, T2S, R 1 W, W. N'. Washington County, Oregon being 7. 5 feet on each side and parallel with the follow.:ng described centerline- T. L. 1800, ZS-1 -11A .3eginning at a point on the northerly line of Lot 1, Pinebrook Terrace sub- division 2S-11AD, distant thereon west 96. 61 feet from the northeast corner of Pinebrook Terrace subdivision; thence N 26° 24'E. 109. 46 feet, thence N 59055'45"E 53.8 feet, more or less, to the easterly line of ;.L. 1800, 25-1-11A. Lot 1, Pinebrook Terrace i Beginning at a point on the northerly line of Lot 1, Pinebrook Terrace sub- division, 2S-1-1 IAD, distant thereon west 96.61 feet from the northeast corner of Pinebrook Terrace subdivision; thence S 26'24'W 3. 44 feet, thence S 59°43'15' W 158. 5 feet, more or less, to the easterly line of Lot 2, Pinebro..' Terrace. Lot 2, Pinebrook 'Terrace Beginning at a point on the easterly line of Lot 2, Pinebrnok Terrace sub- division32S-1-11AD, distant thereon south 82. 99 feet from the northeast corner of Lot 2; thence S 59°43'15"W 11 . 4 feet, more w.. lesh, to an existing sanitary sewer manhole. t F Temporary Easement Ad0tional lands lying parallel to, along both sides and within 17. 5 feet, when measured at right angles, of the above described permanent easement 4 area. i i n -1- e Lot i!8, Pinebrook Terrace Permanent Easement /► block of Lind in Section 11 , TZS, R1W, W. M. , Washington County, Oregon described as follows: Beginning at a point on the northerly line of Lot 88, Pinebrook Terrace sub- division, distant thereon west 95. 02 feet from the northeast corner of Pinebrook Terrace subdivision, .;aid point being the northwest corner of Lot 88; thence S 19'52'W 10.0 feet aiong the westerly line of Lot 88, thence East 7. n feet, thence N 19'52' E 10. 0 feet to the northerly line of Lot 88, thence West 7. 0 feet to the point of beginning and said northwest corner of Lot 88. 'I emporary Easement An additional block of land in Section 11, T2S, R1W, W. M. , Washing!on County Oregon described as follows: Beginning at a point on the northerly line of Lot 88, Pinebrook Terrace sub- division, distant thereon West 88. 02 feet from the northeast corner of Pinebrook Terrace subdivision; thence S 19'521W 10. 0 feet, thence West 7. 0 feet to the westerly line of Lot 88, thence.S 19°52'W 25.0 feet along said westerly line, thence East 25. 0 feet, thence N 19'52'E 35. 0 feet to the northerly line of Lot 88, thence West 18. 0 feet along said northerly line to the point of beginning. rs• �t Fr. eti r� 7' ..2.. J r ' f Permanent Easement A fifteen (15. 0) feet wide strip of land in Section 12, T2S, R1W, W.M. , Washingt.,n County, Oregon being 7. 5 feet on each side and parallel with. the following described centerline: T. L. 1500, 2S-1 -128 Beginning at a point on the westerly line of T.L. 1500, ZS-1 -12B, distant ; thereon N 12'38'W 37. 51 feet from the southwest corner of T. L. 1500, i 2S-1-12B; thence N 59.55'1.:5"E 21. 96 feet, thence N 82°10145"E 128. 30 feet, thence S 87°04'15"E 69. 6 feet, more or less, to the westerly line of T.L. 1600, 2S-1 -12B. F T. L. 1600, 2S-1 -12B Beginning at a point on the easterly line of T. L. 1600, 2S-1 -12B, distant thereon SO'15'W 109. 68 feet from the northeast corner of T. L. 1600, 2S-1-12B; thence S 68'55'30''W 69. 26 feet, thence S 66'38'30"W 276. 98 feet, thence N 87'04'15"W 95. 3 feet, more or less, to the easterly line of T.L. 1500, 2S-1-12B. T. L. 800, 2S-1 -12B Beginning ata point on the westerly li.ne of T. L. 800, 2S-1 -12B, distant •.hereon SO'15'W 109. 68 feet from the northeast corner of T.L. 1600, 2S-1 -120; thence N 68'55'30"E 148. 56 feet, thence N 54'14'45"E 60.4 feet, more or lee e, to the westerly line of T. L. 700, 2S-1-I2B. T. L. 700, ZS-1 -12B Beginning at a point on the easterly line of T. L. 700, 2S-1 -I 2B, distant thereon North 392. 39 feet frorr. the southeast corner of T. L. 700, 2S-1-12B; thence S 54'14'45"W 185. 1 feet, mor.a or lees, to the easterly line of T. L. 800, 2S-1 -12B. T. L. 500, 2S-1 - 12B J Beginning at a point on the westerly line of T. L. 500, 2S-1-12.B, distant thereon North 392. 39 feet from the southwest corner of T.L. 500, 2S-i-12B; thence N 54' 14'45' E 150. 21 feet, thence N 73'53'30"E 222. 3 feet, more or less, to the westerly line of T. L. 401, -3- K ` 1 • t T.L. 401, 2S-1-128 Beginning at a point on the westerly line of T. L. 401, 2S-1 -12.B, distant thereon North 545. 25 feet from the southwest corner of T.L. 401, 2S-1 -1 2B; thence N 73°53'30"E 183. 74 feet, thence N 63°25' 15"E 176. 5 feet, more or i less, `o the westerly line of T. L. 300, ZS-1 -12B. 1 T. i, 300, ZS-1 -12B k Beginning at a point on the westerly line of T. L. 300, 2S-1 -12B, distant thereon, North 677. 11 feet from the southwest corner of T. L. 300, 2S-1 -12B; thence N 63°25'15"E 178.97 feet, thence S 77°52145"I; 6. 9 feet, more or less, to the westerly line of T. L. 200, 2S-1 -12B. T.L. 200 23-1 -12B Beginning at a _)oint on the westerly line of T.L. 200, 2S-1 -12B, distant thereon North 757. 18 feet from the Pouthwest corner of T.L. 200, 2S-1 -1 '13; thence S 77°52'45"E 170. 6 feet, more or less, to the westerly line of T.L. 100, ` 2S-1-12B. T. L. 100, 2S-1 -12p j Beginning at a point on the westerly line of T. L. 100, 2S-1 -12B, distant ` thereon. North 122. 06 feet from the southwest corner of T. L. 100, ZS-1 -12B; { tFience S 77°52'15"E 32,7.40 feet, thence S 66°48130" E 17. 9 feet, more o; i less, to the westerly line of T. L. 700, 2S-1 -12A. 1 6 Temporary Easement Additional lands lying parallel to, along both sides and within 17. 5 feet, when measured at right angles, of the above described permanent easer.ient ` itea. 4 0 -4- > a s k r k r' T. L. 700, ZS-1 -12A Permanent Easement A fifteen (15. 0) feet wide strip of land in Section 12, T 2S, R 1 W, W. M. , Washington County, Oregon being 7. 5 feet on each side and parallel Nvith the following described centerline: Beginning at a point on the westerly line of T. L. 700, 25-1-12A, North 643. 99 feet from the southwest corner of T. L. 700, 25-1 -12A; thence S 66646'30"E 357. 01 feet, thence S 24°57'30"E 230 feet, more or less, to a point on the westerly line of an existing 10. 0 feet wide easement granted to the City of Tigard, Oregon by L. R. Davis, then owner of T.L. 700, tS-1 -12A. poV on westerly lime 91 existing easement is North 296 feet, an �fee t 1 a I ore or less, more or less, rom a scfutieast corner of T.L. 701, ZS-1 -12A, City of Tigard, Bonita Road Pimping Station property. Temporary Easement Additional lands lying parallel to, along both sides and within 17. 5 feet,. when measured at right angles, of the above described permanent easement area; and, a. forty (40.0) feet wide strip of land in Section 12, T2S, R1W, W. M. , Washington County, Oregon being immediately adjacent to and on the westerly side of the following described line, said line being the westerly line of the above described existing 10. 0 feet wide easement granted to the City of Tigard, Oregon: Beginning at a point on the westerly line of said existing 10. 0 feet wide ease- ment, said point being North 296 feet, more or less, and West 15 feet, more or leas, from the southeast corner of T. L. 701, ZS-1 -12A; thence S 1 "O1'E 265 feet, more or leas, to the northerly line of T. L. 701 , 2S-1-12A, City of Irigard, Bonita Road Fhimping Statioh property. t. h _5_ Avoid Verbal Messages CITY OF TIGARD To Bob Loc7an From Subjekt Rnni ta_Ai nahrnnk Rec.cr Date �c G 1. Bid received from Larry Oversby Company, Amt. $59, 244.00. This amount is nigher than that received from Varshall Associated Contractors . The amounts received on the initial bid were roughly $54,000, $G2,000, $62,000, and $74,000. If the City could have proceeded with the proposal made by Marshall and Associated Contractor.3 for the adjusted price, the bid cost would have been $49, 644.90. 2. The bid prices proposed by Larry Oversby appear to be fair bid prices compared to the prices received on the Southwest Pacific Sewer and the sanitary sewer project for Pinebrook-Bonita Interceptor. on � the first bid, considering the time of year and so forth. Increase ; in cost on this bid were in the cost of pipe for a set depth, the select bedding for class B, and the extra bedding below class B, and the exfiltration testing for pipe. These costs appear to be i approximately 30% higher than previously received or anticipated for dry weather construction. 3. If the Council decides not to accept the bids from said contractor, recommendations should also be made at that time as to the conn%cting of existing homes being built in the Pinebrook area and the possibility of stop-work orders being issued to other homes in the building stage „ or that have contemplated taking out building permit,; . 4. The Pen-Mar Subdivision is presently being held until the decision has been made as to the letting of the Bonita-Pine brook interceptor and concurrence as to when action should be done if this bid is not accepted. t�. 5. If the bid is not accepted, it appears that it will be necessary for the City to spend $300 - $400 in repairs to the present package plant in Pinebrook in order_ to have it operate to any degree of efficiency at all. 6. The State :unitary Authority has not been contacted as to the k? , possibility of our not accepting said project. Respectfully submitted, ' Keith C. Thompson City Engineer (C) Commenced Paving. . . . . . . ..... .... ..... ... .. . . .. Cl / 1.) Paving in.pected. .. . ... . ... . ...... ..... 11 &)} ,_ Test data filed. . . . . ....... .. ... ❑ b) TOntatively arrpntpd by City. . .. ❑ / (D) Parking lot tent.ativotyt.accepted by City...... ❑ VI. SIGN: (A) Street name sign, ingtnlled........:►... . .. . . ❑ / (B) Traffic signs install.pd. . .. . . . . .. . . . . . .. . . . ... ❑ VII. SIDEWALK: (A) Commenced instnllatie*,, ........ .. ❑ / (B) Completed installation. .... C] (C) Inspected. . ... . . .. . .. . ......... ❑ / / (D) Tentatively acr-r-ts.4 by City. ..... ... . . ❑ VIII. STREETLIG11TING: (A) Commenced instnllat•inn. . . .. . .. . .... ❑ ! ' (8) Comt,lrted installation. . . . .... . . ❑ ' (C) In4p4-ctPd. . ... ... ❑ (D) Tentntivply accpFtpd by City. . . . . .. . . ... .. . . . . ❑ 1) Author+-ation letter to Energise filed IX. LANDSCAPE: (A) Commenced myt-,llntion. .. .. . . . .. .i,�... . .. .. . ❑ /_ (B) Completed inst.allntion.. . . . . . . .. . . ....,! . .. . .. ❑ _'_ (C) Inspected. .... . . ... . . . .. . . . . .. . .. . ... .. .. . . (D) Tentatively nereptor-d by City. . . . .. . . . . ..... . . . ❑ X. GENERAL AREA DRAINAGE: (A) Bu.ildinq rain drains inspected.. . .. . . . . . ... .. . 13 / (R) Culverts Inspected. . .... ... . ...,.,. ...... . .. 0 / (C) Drainnoe ditchrQ in4pected. . ......11�......... . ❑ (D) Tentatively accprtpd by City. ....... ......... . ❑ / NOTE: PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE. COMPLETION OF CHECK LIST AND FILING OF: 1) Approved Plan Revisions 2) Approved Specification Vnrinncp4 3) Change Orders/Extra Work Orders 4) All Corrprpnndence/Memo, 5) Daily Inspection Sheets