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WALNUT ST. 121ST AVE. SEWER SANITARY SEWER vt 4A; uff 1 7 �41 o 110, 1�M' ,'i 4 �V�q V..." ,"—, ,.. .—I j ., 1, , lh& ",E L .......... I 1q,f,10,4, 41 1`4;j� 14 ?p, twF T-, ,,r,,77777 .7- mw R1.11, 7w, "I J Bf Mnz 'g,4i ow 41A or '0A A.. 40 Ho Dit AL0 H,,a, i tQ f-e_- :S INV cow R � ,r IT 27 ll:� Z.9(,o I -eE S4-7 L, :$ ?2_96 1910 4547(�vXr_ �al 4c) z -9 1 S6 6a ?_7 S7 I _7 cl,0 4--oo 00 3 6-) Z 0 C.-�) CZ) ocD ss"5 if 1!:) 4:1 5� 7 33 7 5, 7 z 274 . 30 4 .oc c o r.) 6c /6(f'o, 00l / / ,70 3 . 001 46c , e, t- 3!�7) 90, . 0 Z S' oct 3 , 001 no.on 7 . 60 7 , Zo 17 7, 9/ lal Z6,9. 45 6 Z-0,so ,ez,4 990.60 6.T-,7.43 /7 9Z?_, 86- C&P_P-ECT(0f4'.-S MADE Cz N Z_-F, )l OZ. D-) F_ -T 0 A D 1) t-M c.; N o -1R. E x-r F_t,4 o t,4,S WALNUT ST , 121ST AVE SEWER 1 OF 4 IN w ............ Im 1-1 all --00 w wwllr I A" ON mow I-e f 7 NOTE : If. TOIS MICROFILME 010-1- p h DRAWING IS LESS CLEAR THAN THIS NOTLp6fl-TT--lS_V&-T0 61 QMAaTY OF THE ORIGINAL *-Won. -kW ING. a fp I ca a *I of fo 1 $1 tpl c 1 91 11 ol 6 0 A 9 to* 11 j- �h A I- A I it A IL JULY "' 10 p lip. I Tv W7, - ,� 11 � t7�i;�l �t._ , :-1' v7m. y X. 7' / ell T / � 11 •Y , ! Ito : CL3 •, ♦ �.,.,, � ,/ ,� �\ �� - ___ ._.__ - � •tV 7 'r� -t''/S �.! -t'i.., 4�•-yi ju ry', 33�• 3+ - bio `.C.�J - _�`��-��. ,• J 1� - . -__—._......._.._ /- ' c._ • y- 1(� f •" ! ,J . i_.._..,;I ,.It:S.' '� /' ";tq'P+w'y`t° .- ;. •_ -....... �-•a-- �, Its ^ \ •� i .. - �ttiari*rsA.-„yr•,•s•,y,y _. \ � Z'• � , t\' f',� � ,\ O SCJ \. .--� • .{ ...•r't.<" Y' �' G':tS74/ :..::' ':.Ni'^."igSY_...r�r.".xvra�+atyiYi."o _..._ L r`03 3 - f. Yj } 4. f t... I •l ` ,)' 4 __ 'J_7 -'T'-.•�.._.. ..- -_. �. /�-i•. ...r-n,r-y/ .,,,_r,,,,_,.y .\ 1,� ` — .. - - /.� .('- i'- � -..•-.!'- .>,5.� �•_i•��sv'•/-•/�h-••J• •J-� !w LJ _•_�.J��v•-..�.r..f--' '"L-'�,�.,n j.�.� -(-��, '�/•Y.^y"' ...._ - � / } O� - 1 ;. ('c J.� ` _ _ j/ ' �' �-�'"-��//♦ � � % fir--\ 14. oa l• r z z \ � i• 12 • '* =1 1` � /�� FSE L Lw�o p •F�la'R.rc WA L J�J�J T_ S Tic t L _i". PLA.M I - IGu' hJCTE f J� E Yv �-R EYTEM I0 J \� /-2 —3 _4 '�—4 '7�� ;GALE: 4J !IUN/� DFrr1h'�. lir ULA � S�•I.ALL �f` �k'c.VIUFD l/�//TH w�17-:�",<-_' , . T�G��7 Ffc'A�1.�E$ Cc%✓E+ v i \\ LUATC: CNECkED C<Y,/,t.�. 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Ir 111 I i ill 111 111 'tl, 111 �� II try I�M'i�i'ijl'�jl I I 'F 111 Ilr 11 III 11 111 III 111 rid III Ill 111 111 III Ill III 111 111 111 111 111 tll fll 111 1�l-111 111 11111 i _ I I I I i I � • ( �' 0 1 1 1 � I l � � l � t NOTE: I F Ti'IS M ICROF I LMED ►. �� I +-. 2 3 4 5 6 7 A 9 10 l i 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE;-"1T IS WJE TO _jIf QUALITY OF THE ORIGINAL - -''[DRAWING. QE 62 eZ LZ 9? SZ bZ EZ ZZ Iz 02 61 131 L I 91 �r b l E I 7,1 I I 01 6 • L 9 S b E -Z 1 _ � �HIII111111111111111UIIIIU11111111111111�IIIIIIIIIIIp,IIIUluu11►1111FI�IIIII�t11If11nI1nII1nII11uIIn111111111111iILII1nII1f111,I,IIIIIIIIIIIIIIII�III►IIUIHInlinllnrllnl�rrnlllullirlllNl�� 1111I,lllllllullnlllulihwlllWIIIIIIIrILIuIJ1111�1nIllrllnn11wh11, J Ur 1.y 1. 0 1992 „ 9J -R Ij I� k fm \ me«� =9 R0 G$2(n �§ 7) } }� 2 � ] :3 m � 19 The Trawiers;Hardoral; p ffmx OEr•-NAE FOW HAf1r! City of Tigard 1 % 1. 1 Cl t7 Hell Tigard, Or* S **Alan ob Portland, On o..r„nle d cwew..n _ Naintatoano• oflplti hrl'gl�. 1��M11RM1 ,. . fYd�Ar bwNlN '' 0....: CITY OF TIOASO ---- - c«wr.e►rt«R .5"'A'46- 91000 lemon°.4— s VVltule pr.MrlkYy r.r r1aM«.N.Nnt er IwMNIY ndw o.r Yanw.l M.nNd aMwr w.a.1/a�.a/r.a�ti lb��1�v1lrw;aAlf�' -' �► Val M'IAtR j ' �1�mwl Wrrr PFy{�,' i I Ccwt[A<T 1-OMI'tIM.PUAW RTArb �,pp-w.l.nr.Aaw of ro,.pNrlo.of.orrr 1«IMI MMIy) �I••�-•��/� +•r•� ��f�•� . 't � 1 7 11 CCwI�ACT UII�pM►.tITO,►tlAS!S1A14. I M Y*tm....1...r-pAd wl..«1.b-«.0.1141 lChOdd YLL._l1a / J / 1. UI.sY. IN«r��.L�� _�'!� •f.._.a.w y(f,�/ rte.•• � � t C�Ir rr u.J � ��_�i11�- 1 Hutu uruaN of u a>NrR�o11nr T I E 11 A V E I E E S i N 1 E NN 1 T T E i O F 1 N f e1N1111 FfIlr SIAIUS INQUIRY 707 B.N. Marhinrtm Bt*b Sampod a"owu.vrv'alope to ba ana 104 t'ortLa d, Ora 97205 F*4" ca.w ro ba ftj&All d M daplkda. 1371 Nov ;41 ., The. Travel ,yrs Indemnity "'ompany Hartford, Connecticut RE(-L:.IVF—L (A arocY oornurY) Rb ;, ,'. j GENERAL FORM STATUS INQUIRY CITY OF TlCaa9 1 I � City of Tigard tebru&y7 City dalL Tigard, hrton o-o.d►e.- 151+3237_ - — pray= and GKfftn - -- ---- i wiry--- -- fid---, Or 41w -- --- - *,,,, Mhiat4w a m e f xal"t ftr"t a wr h:.Ir....O.../.-Gob"irr.4 61V *f Tigm-dI .Aw I--- -- -.4w 1 _ 910000.00 _.�---.1116410,10 o.w 12-12-" .------- IM+Mdhbg 1O+rW•w0milla0 w.II.Mi wry wa bsAA rwA./.bwle,we OMM Opondeft..A M qw l.bwby MOW.00"ON I.WO,.w h" Ywy few 9ws�/Yv.hrlltiu K"VAVS Ar.d...M.".r.«r 4r.aw YYywwwrl�11 jjL/.., �/� �M'•t�•j 1.►�K'Q'F'�X.l L� . llbs Mu 1-- - ----- wcnr�M1�VWM oen _ w+Mv 11 dr M•Ml i w....w Ub" ••• •• « - "' 11tl11 * 1w�1�rl1s THE TIATELEIS INDENNIIT (ON/ANI w6 0441 mris II/L o a TO? IIM tYrti�� rt W. 1 U.S.DEPARTMENT OF MOUSING AND URBAN DEVELOPMENT Do» 1I-18-69 R�:CEI`�Fb INVOICE NOV 2G 1. CITY OF TIGARu City of Tigard City Hall Tigard, Oregon 97223 I_Attn: Doris Rartig, City Recorder) DESCRIPTION AMOUNT Third partial ;epsyment of advance for plan preparation in $677.92 accordance with Agreement No. H-602-2499 pertaining to Project No. P-Ore-3289. Refer to the following voucher for payment to the City by the Government: B. V. No. Schad. No. Date Paid Amount f i 2505-67 1157-67 5-9-61 $7,500.00 1 Partial repayment received 7-15-68 $ 274.50 Partial repayment received 10-25-68 340.25 - 614.75 Balance 6 885.25 I In the event that payment Is not hada within sixty (60) days of the date of this invoice, this office will be required to make formal demand for repayment and to &seems interest on the unpaid amount at the rate of four per centum per annum beginning on January 19, 1970. Mab ebc�oornl+i•�e rh•��on.•T�n.of C6arka4 and Carhllad Comet Il o„n y end Ubn�D••a, end magi ra 450 Golden Gate Avenue, Box 36003 San Francisco, California 94102 a.,nat�rr, Alice L. Jensou Chief., Accounting Brameh N.,, i A�phrnu rap,n!Involve 4-Ilh rr imlbnr[1 j' IRIr NUV t, r'TY OF 1WOO AMh,,,iR •' x ., ... Agit. •r,,, r ,y 6.ovacu:.ar �, 1lui '11raveler.s Indemnity Company 421. W. 6t1: Avenue Portland, _reyon 97204 Gentlem...1 itecently we received your General ��fl .atua inquiry regarding the Maintenance Bund 11543237 for,,'tlie walnut Street Fewer 1:xteanaion. TLe City tvuncil at itb re r medtainy Vubruary 10, 1969, accepters the said mainU a 1,onc�1q6ui t►je srew►or as a public newer for the City of Tig lir 1b our underutandinq that thin Lond should be effectNa fbX a period of ontt year from ticat ecceptanco tf'►akih� tint: L-Ifect.ve uute of release Fel,ruary 11, It is possible tal t acnne n ntenanc►: will Le: r,e:cecuary on this line as a ;ult of t: infiltration noticed from this area. However, 4 d®tail, epection has been made at this time. The C1t•r o ti4 wd-y4ll make an inspection of this line ir+ oecem.ar to`detvfrmine whether or not any repairs or maintlipance are necessary. Thank you very mach for your inquire and if 1 can be of any further asaistWxte regarding this gond, please feel free to r_all on me. Sincerely, Keith C. Thompson Director of Public works KC'r/bns t t neTrav 4A r •r•,. \. @OWL FM �-- ..� �,y• I ��c 7. 'erg; ,�. _ Cf ty H&U City of Ti gsrd 1 : ► y_. r Nl1 r Tiprd, orcdarl 171 .0 oil q I t.. D..W V^..t C..~_ �SIIL Oj�dQ r.�_.Q�'••�l3YX-�a �� "..__�,:r O.rAn— City or Tigard---....__ .�y�y�.-------------------._._..__..__� �•( ._...,.... Wobool pakmo1{yew rJot or-god'q ow Nob&y wdw w bard)k AbW doom,w ImM.pp1—,•&M IM edo.y►:rlww,fMw A M .1 V-Y r•4 r+n lrlwrl t�7 4, 1. IF C(MME''T COAYIIITID,►IIASI 5TAM App<ocln,.h dah of oa+pMlk+n n/.erk(a IMI MI.w,.1._-_ _.— _ ..•�`�.. r •� YI Appm•kwah ar<.p1ar.deb. __ _ -__. _.-_—..__�_—_—__ _._.. _____ ___�_—._ �y I I IMI Ca...d►rk:.{ 1. N COMMCT 11NCOAAMMD•►HASP STATE •-}•^• App,o•kwe1.pw c.•.My.or dollar-t of S De yo..kao.nl—y uapald b{b he 1ab..or.~.I;Cb.A,) 1.►..__._l4_ C. r. M,w,.tir 111-71 nIA11 RIPSUM ORMNAI OF tts.{wn IO 111E TtAlIElE/S IMIEM11111 (Or/1f' W c[N[tAf 101r sIATUS INOUI1Y lmr"od*send.1,Yr.k"to b.d+n.ho+f. P4rte3�♦__9E_t _. ;� dOra1 cans to be wMrM.d ;1 dvplwtwo. 4 �1 W.IJI r•••,o�•u.,. y Y� 1. d gas 1 1 1 r w i February 14. 1969 Griffin and Brayson r.0. Boz 23587 Tigard, Oregon, 97223 Gentlemen i The Tigard City Council at their re%Alar Meeting February 10th, ..969, accepted your maintenance bond J13-4-5237 for the walnut Street Sever Extension. If I may be of further assistance regarding the acceptance of this bond, please feel free to tsall on Sincerely, Doris Hartig City Recorder dh .eua a .wA., ,.,.,,. . ... ..... ... . „ .. the State of Connecticut;that he is Serretary (Fidelity and Surety of 7 NE TRAVELERS I N D E M N I T Y COMPANY,the corporation described in and which executed the above instrument;that he knows the real of said corporation;that the seal affixed to said instrument its such corporate real;that it was so affixed by authority of his office under the by-laws of said rorpnration, slid that he signed his name thereto by like authority. �ff 01L� /j \a, 'er(.G A�LLf Notary Public My commission expires April 1, 1969 iw .ry r n, (Over) w w 5 cllz CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W ) PROCEDURE CHECK LIST NOTE: UTILIZE ONLY clearly marked APPROVED PLANS, Plan revisions, rhangr. -)rders, specifications, etc. : I. SANITARY SEWER: (A) Commenced instal`%#-inn. . . .. ... . . . ........,... ❑ I / (B) Completed installation. . . .... . ❑ / / 1) An-buil* field notes filed......,.., . ❑ a) G,: ^net to engineer. . .. .... . . ❑ / 7) As-built field notes received. . . . .. . . p a) Filed in project folder. . ... . . . ❑ (C) Inspected and Te@ted.. . ..... ...... ......... .. O 1) Tpgt nomonographs filed. . .. . ...... .. . ❑ (D) Tentatively accepted by City. . . . ...I.., .. .. ❑ II. STORM SEWER: (A) Commenced install ti ❑ / / (B) Completed instal l . . . . , , .. . . . . .. .. . . . . ❑ 1) As-built notes filed......... .. ❑ (C) Inspected.....//... . . ... ......... . .... ❑ / (D) Tentatively Accented by City................. ❑ / III. CURB: (A) Commenced install-*tin O 1) Bench M^rka . rt.. ...... .. ............ ❑ 7) Bruch Kir locations filed.. . . ❑ IIs) Comnieted in�ta atimn...... ❑ 1C) Irap (D) TrntrtivAl.y...ccrnted by City................ , ❑ / IV. STREET: (A) Commenced Gradino, . . . . ❑ 1) Sub-grad; inarectpd.. . .. ............. ❑ / e) Test data filed. . ...... , .. . ❑ h) 'Ppntat/ivoly accepted by City. ❑ (B) Commenced rncking.../.. . .. . .. . . . .... .. . . . . .. . ❑ 1) Sub-base in, pecr.oed.. ... ....... . .... .. ❑ /b) #* et da'.a filed.. .. ... .. .. . p ntAtiltely accepted by City. ❑(C) Commenced P .. . .. , .. .. . . ❑1) Pavpected. ...... . .. .. . .. ❑aest data filed. . ..... ... .. . . C] h) Tentatively accepted by City. ❑ (D) Street tentatively nreppt.ed by City.......... ❑ / V. PARKING LOT: (A) Commpnred gradi.na. .. . • , L 11 Sub-grade in orpRd... .. ......... . .. (3 a) Tpat to filed.. . ..... ... . . . Ci b) Tent .ively accepted by City. / (B) Commenced Racking. .................. 0 i 1) Sub-baFe nspected..................I Li �) eat data filed... ....... .... ❑ �+- h) Tentatively arcepted by City. ❑ f THE TRAVELERS INDEUNITY COMPANY J Tio Hartford, Connecticut G�! %%60 w � (A Stock Company) MAINTENANCE BOND G No. 1543237 KNOW ALL MEN BY THESE PRFs '3NTS: That HRAYSON t, GRIFFIN, a partnership consisting of JA, .,v W. Brayson and O.B. Griffin, as Principal, and THE TRAVELERS IWISMNITY COMPANY, as Surety, are held and firmly bound unto CITY OF TIGARD, Oregon, as Obligee, in the sun of NINE THOUSAND AND N0/100 ($9,000.00) DOLLARS, for the payment of which, wall and truly to he made, the said Principal end Surety bond themselves, their heirs, executors, admi.nistrstors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal hes lain out and constructed a certain sanitary newer known as the WR-nut .;treet Sewer Extension within the City of Tigard, Oregon. WHEREAS, the said Principal has appliec to the Obligne to accept and establish the said sewer as a City sewer and in connection therewith has promised and obligated !*self to maintain said sewer and to correct any defects in said newer for a period of one year following acceptance by the City; NOW, TH�V HK)RF, the condition of this obligation is such, that, it the Principal shall maintain said sewer and correct any defects in said sewer for a period of one year following acceptance by the City, then this obligation shell be void; otherwise, it shall remain in full force and effect. SIGNED, SEALED AND DATED this 12th day of December, 1968. BRAYGM 6 GRIFFIN THE TRAVELERS INDEMNITY COMPANY tyy Donald E. Roger, Attorney-ir-fart. came G. Roger Wheeler to me known.Mho,bring by me dul% 4a4an,dat aeW,ee ana uy:tnat ne resnaes in the State of Connecticut;that he in Secretary(Fidelity and Surety)of THE TRAVELERS INDEMNI CY COMPANY,the corporation described in and which executed the above instrument;that he knows the meal of said corporation;that the seal affixed to said instrument is such corporate seal;that it was so affixed by authority of his office under the by-laws of said corporation, a,•d that he signed his name thereto by like authority. C ic ,ft. Notary Public �o'r My commission expiry April 1, 7.969 ,.,am ■sv ,++q (Over) PERFORMANCE BOND* KNOW ALL VIE N BY THESE PRESENTS, That we, JAMES an individual . 211 ea-n 9;U115 name, form of organization, and address of the Contractor andl, il' )art- as Principal, and FEDERAL INSURANCE ncrahip, name of partners) . (the name inci Of COMPANY a corporation, duly authorized to do a general the surety) surety business in the State Of Oregon as Surety, are jointly and severally held and bound unto BRAYSON & GRIFFIN in name and address of tines Owner) the sum of SEVENTEEN THOUSAND SIX HUNDRED NINETY-NINE and 15/100- - - - -DOLLARS (ti-,e basic contract price, UQLa in words and figures) ($17,699. 15) for the payment of which we jointly and severally bind Ourselves, our -heirs, executors, administrators, successors, and assigns, firmly by these pre- sents. re- sents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS JAMES n. ROBERTSON the Principal herein (name of the Contrac,or) On the day of ntember _—, 1968 , entered into a contract with BRAYSON & GRIFFIN - , the Obligee herein, which contract (official name of Owner) consists of CONSTRUCTION OF WALNUT STREET SEWER EXTENSION (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 :urnish all material, in accordance with all tiie terms and conditions set forth in said Contract Docu- ments; and promptly to make payment for all labor, services, and material and pay sums clue the Suite of Oregon for industrial accident insurance; and to save harmless the Obligee from any ci�..in:s for damages or injury to property or persons arising by reason of said work, as set out more fullyin said Contract Documents; and to do and p,:r£orm z.:1 in said Contract Documents required, in the time and manner and wider terms and conditions therein set forth; and in conformity with all laws, state national, applicable thereto. NOW, THEREFORE, if said Princi1:41 herein shall promptly pay all persons furnishing labor, services, niateri�,.i or ir:surance to said Principal, or to his subcontractors, or to their assigns, or about said work; and shall save harmless the Obligee, its officers and age;-Its, froi:. all claims therefor, or from any claim for damages or injury to pro;>erty or persons arisings by -reason of said work; and shall in the tine and manner,wnd under the terms and conditions pres- cribed, well and faithfully do, perforin, and furnish all matters and things as by them in said contract undertaken, and as by law, state and national ;r,:scribed, then this obligation shall be void; but otherwise it shall remain in full force and effect. PROVIDED, HOWEVER, :hat 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 h. ve a direct right of action against the Principal and Surety on this bond, second only to the right of the Obligee under this bond, wi:ich ri'7ht of action shall be asserted in proceedings instituted in the appropriate court of the State of nregon , and insofar as permitted by the laws of , such right of action shall be asserted in a proceeding insti- tuted in the name of the Obligee to the use and benefit of the person, firm or corporation instituting such action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corporation having a claim hereunder shall have the right to be made a party to such proceeding (but not later than six months after the complete performance of said contract and final settlement and judgment rendered thereon). (b) In no event shall the Surety be liable for a greater sum thar, tine penalty of this uond, or subject to any suit, action, or procecciin„ thereon that is instituted later than twelve (12) months after the complete performance of said contract and final settlement thereof. Performance Bond - Page 2 (c) Said Surety, for value received, hereby stipulates ana agrees that no chaneye, e;:tension of time, alteration, or addition to the terms of the contract or to the work to be perorzned thereunder or the sp acifica- tions accompanying the same a'ra.il in any wise c1fact its obligations on this bond, and it does aareby wwivc .:otic : ci any Duca ch-.- of time, alteration, or addition t0 contract G: to the work or to the specifications. IN WITNESS WHER EGT, tha ;:aceto have this Bond to be executed in Port land, Orenon this 23rd day of r,ep tember •�i 6,3 TAMES G. ROBERTSON y (SZ.AL) Ry i'� b% �r �- _— - (SEA L) (S EA L) _ (SEAL) (Principal) Witnesses: FEDERAL INSURANrE COMPANY (,SE.A L) By L. W. Neff,(AATle - n-fact_ (Surety) — MANSFIEtV Countersij;nad: By MANSF F nt A By ._ ,itis: :a Performance Bond - PaUc 3 CITY OF TIGARD, OREGON + DEVELOPMENT PROJECT GENERAL INFORMATION SHEET I. PROJFCT No. : 1 II. PROJECT NAMES W41hkf a.- III. DRAWING (TITLE) : '.- !n� 7�`r�, S� �, f-' dated: IV PLAT (TITLE) : dated: V. SITE LOCATION: VI. PRINCIPA"S: (1) DEVELOPER: Address Phone No. (2) DEVELOPERS SURETY AGENCY:.;��, ,` E�rr 5 �rI dF.� h IT�, . Addrea9______ Phone No,. __ _,_. Bond No. Exp. Date_! !3) ENGINEER: Address Phone_ No. (4) INSPECTOR: Address Phony Nom. (`) PRIME CONTRACTORS Jdm(.s /i. .Addreae a r':I rL Phone Nc. __ . (6) CONTRACTORS Sl)RETY AGENCY.--_y � ��)-�GY1411L C' �s . Address , Phine No. . Bond No. Exp. Date q 13_�� (7) SUB-CONTRACTORS: ___ _ " 1ngert : Strppt, Sewer or Strout Liqht. SCHEDULE B HARRIS & GRIFFIN Civil Engineering & construction Management I' O Bos 23587 Tlgmd.Oregun 97223 Telephone (503) 6397339 , i,L,i :;t 27, 19C)b rl o,�oct: .,n.Lnut ;,troet :;ae,or �xt.onaion Lal ,jcc1,: UO ,:,traction ,Jost ,:;timate Phe fol.Lov,ln,, cost uatimato for t!,e 'i:alnut Street Sewer is for all it(,.-,Ir in placo. Tho estimate does not durin; construction. Le jua�it tM; Unit ;ost Ariount ru ,L c .,,. I hI' 1 5 :1r5,532 o C t,F 3.00 3,123 .65 5,168 t N 1.20.00 3,360 3a00 600 2.50 125 - 1 r17,906 X11. 1/2:-; 268 ,i.n etuninb 1,000 uionrin•,-Uosi-n- ,, u:inir,t_ution 1,350 u v, Mid staking 600 ...k''D TVML a fi ' Notary public My comminion eapinea April 1, 196 4 "SCHEDULE C" HARRIS & GRIFFIN Civil Engineering & Construction Management P O Box 23587 Tigard. Oregon 97223 1 Telophons 15031 639'7339 Ali�ust 27, 1oloot: :;ullult• Struot Lower 1:xtension Subject: cost kprortionment Tentativo :.,.;roomont waa roaChod that the cost of the Walnut Street Lewur .•r,'xtu 1s.Lo1j wuulci ue aljporUlonod to ti-le nland owners concerned n an 1011.r, r' uas i s 1.11.itorl uu.l.u,r aro t.,:, parties Lu t;iu ai r(-,,.ont•, acroage owned u ear-'I' 1 ;,. t.; ill L n rvico area, ratio uT' each to the total, a:]r' The eatimetr .1 coat 1 ur • :.nc; on a total pro,jeot coat cctimatu r;�,'L�i.IIU. ..ALJ() to :;stimated °1'tv •_ .�a'`?a.:..c )txl, e c )1-3)1 0. ' 26 �,� 5,753 Goodo l l ,1 1. 4,6h6 11.10 22213 1'u'l'��;, l.rl•?] Iruc 1000 1022,126 r 'r My cerom1"O"expires April 1, 1969 x•Isn lev r.•, r..r.,. .. (over) i The i'raveler® Indemnity Company Hartford,Connecticut POWER OF ATTORNEY KNOW ALL MEN BY THESE T'USENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, t does herrby make,constitute and appoint P Ronald E. Reger of Portland, Oregon its true and lawful Attorney(s)-in-Fact,with full power and authority,for and on behalf of the Company as surety, to execute and deliver and affix the wl of the Company thereto,if a sed is required, bonds, ,ndertakings,recognisances,consents of surety car other written obligations in the nature thereof,as follows: Any and all bonds, undertakings, recognisances, consents of surety or other written obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby,and all of the acts of said Attorney(s)• In-Fact,pursuant to these presents,are hereby ratified and confirmed, This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and effect: AancLs IV,Sacnow I I. The Chairman of the Board,the President,the Chairman of the Finance Committee, the Chairman of the insurance Sarcutive Committee,any Vice President,any Second Vitt President,any Secretary or any Department Secretary may appoint attorneys•in•fact or wants with power and authority as defined or limited in their respective powers of attorney,for and on behalf of the Company to execute ant .,herer.and written obligationsnslof in the nature thereof and bonds, of sad officers ninar remove any such attorney-in-fact consents of or went and revoke the power and authority given to him. ARTICLE W.SECTImlt IJ. Any bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall he valid and bindin`upon the Comgny when signed by the Chavnan of the Board,the President,the Chairman of the Finance Committee the Chairman of the Insurance Executive Committee,any Vice President or any Second Vice President and duly attested and sealed,if a seal is required,by any Secretary or any Department Secretary or any Assistant Secretary or when signed by the Chairman of the Board,the President,the Chairman of the Finance Committee,the Chairman of the Insurance Exe^.utive Committee,any Vir. President or any Second Vice President and countersigned and sealed, If a seal is required, by a duly rathorised attorney-in•fact or ant;and any such bond,undertaking,recognizance,consent of surety or written Jblfgation in the nrc-,re theremf shall be.valid and binding upon the Company when duly executed and settled,ifs seal is r uired,by,ne or more attorneys in-fart or agents pursuant to and within the limits of the authority granted by hia or their p,,•er or powers of attorney. This ptrwer of attorney is signed and sealed by facsimile under and by the authority of the following?.sola. con adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly cacti and held on the 30th day of November, 1959: Varga: That the signuufe of any officer su•horised bt the Bs taws and the Company rah mayy he of ved by faalm0e to any power of attorney mr special power of at torney or certification cf either given for the execution of any bond,undertaking,reeognfunceyor other written obligation In the nature thereof;such airrnature and seal nth he Company,beingen so used be valid npted b d binding upon tthe phe CmmAs panyriwlth the came force olof d officer effect I tth ughimanw0y affixed. IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 15th day of September 1967 , THE TRAVELERS INDEMNITY COMPANY y tNDtMN 9� By •UtA authority. Secretary, Fidelitc anti Surety State of Connecticut,County of Hartford--a: Ot, this 15th day of September to the year 1967 before me personally came C; Roger Wheeler to me known,whn,being by me duly sworn,did depose and say:that he resides in the State of Connecticut:that he is Secretary(Fidelity and Surety)of THE TRAVELERS INDEMNITY COMPANY,the corporation described In and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to said histrument is such corporate seal;that it was PC affixed by authority of his office under the by-latus of said rnrporation,and that he signed his name thereto by like 'golf 0. i (f ,� NOTAIIY'•.�,r PUB IC ♦� �•'++ Notary Public My commission expires April 1, 1969 slur ■ry tar (Over) A SPLOIFICATIONS FOR WALNUT STaSET SMER EXTENSION TIGARD, WASHINGTON COUNTY, OREGON HAILIUS & GRIFFIN Engineering-Construction Managemant 13015 S.W. Pacific Hwy. Tigard, Oregon 6397339 S:�CIFICATIO:�1S 1AALNUT KaFET SE`ASR XTENSION TABLE. OF COMTEMS SECTION 1 GENERAI. CONDITIONS GCI-GC15 SECT ION 2 GEMAL SPECIFICATIO:NS-SEaSewer 1-Sewer 9 STANDARD DETAILS-SUvFM Sewer 9 S3C 1 I ONd 3 SPECIAL PROVISIONS nn '•ZASUMMENT AND PADMiNT r• P-1-, ':r-2 PROPOSAL FORM 1 sheet AGREEKNT DORM 1 sheet PERFORMANCE BOND FORK 3 sheets GLNERAL CONDITIONS TABLE OF CONTENTS Page 1, 01- Definitions GC-1 1-02- Correlation and Intent of Documents GC-2 1-03- Conformity to Plans and Specifications GC-2 1-04- Status of the Engineer GC-2 1-05- Detail Drawings and Instructions GC-2 1-06- Copies Furnished GC-2 1-07- Ownership of Drawings GC-2 1-08- Omissions and Discrepancies GC-3 1-09- Order of Completion GC-3 1-10- Materials; Facilities and Workmen GC-3 1-11- Payment of Prevailing Wages GC-3 1-12- Materials and Equipment Furnished by Owner GC-4 1-13- Material and Equipment GC-4 1-14- Determination of "As Equal" GC-4 1-15- Royalties and Patents GC-4 1-1.6- Surveys, Permits, Laws and Regulations GC-4 1-17- Points and Instructions GC-5 1-18- Protection of Work and Property GC-5 1-19- Replacing Improvements GC-5 1-20- Inspection GC-5 1.-21- Access GC-6 1-22- Superintendence and Supervision GC-6 1-23- Changes in the Work GC-6 1-24- Changes in Work GC-7 1-25- Final Inspection and Acceptance GC-8 1-26- Claims for Extra Cost GC-8 1-27- Deductions for Uncorrected Work GC-8 1-28- Delays and Extension of Time GC-8 1-29- Correction of Work Before Final Payment GC-9 1-30- Defects and Their Remedies GC-9 1 -31- Suspension of Work GSL'-10 1-32- The Owner's Right to do Work GC-10 1-33- The Owner's Right to Terminate Contract GC-10 1-34- Contractor's Right to Stop Work or Terminate Contract GC-I1 1-35- Removal of Equipment JC-11 1-36- Use of Completed Portions GC-11 1-37- Payments Withheld GC-11 1-38- Workmen's Compensation Irsurance GC-12 1-39- Public Liability anj Property Damage Insurance GC-12 1-40- Certificates of Insurance GC-12 1-41- Performance Bond GC-12 1-42- Indeminity GC-12 1-43- Existing Utilities or Obstructions GC-12 1-44- Damages GC-13 1-45- Liens GC-13 1-46- Assignment GC-13 1-47- Separate Contracts GC-13 1-48- Right of Various Interests GC-14 1-49- Subcontracts GC-14 1-50- Arbitration GC-14 1-51- Lands for Work GC-14 1-52- Sanitation GC-14 1-53- Clean-Up GC-15 cc-1 SECTION 1 GENERAL. CONDITIONS 1 -01-Definitions The following terms shay: be defined and interpreted as follows: 1-01.1-"Contract" or "This Contract": The particular contract executed by the Contractor and the Owner, of which these General Conditions, are integral parts. 1-01.2-"Contract Documents": This Contract shall be composed of the following component parts and all approved revisions thereto: 1 . Agreement 2. Mange Orders 3. Addenda 4. Measurement and Payment 5. Special Provisions 6. Plans 7. General Conditions 8. Standard Specifications 9. Standard Details 10. Information for Bidders 11 . Proposal 12. Performance Bond In the event of any conflicting provisions or requirements between the component p�;rts of this Contract, the component parts shall take precedence in the order established in Paragraph 1-01 .2. 1-01 .3-"Owner": The entity for wham the work is being done as set forth in the Agreement. 1-01 .4-"Engineer": The consulting engineer retained by the Owner, acting either directly or through his duly authorized assistants or inspectors acting within the scope of the particular duties assigned to him. 1-01 . 5-"Contractor": Vie person, firm or corporation to whom this Contract is awarded by the Owner and who is a party thereto. 1-01 .6-"Sub-Contractor": Any person, firm or corporation other than an employee of the Contractor, supplying for and under agreement , either with the Contractor or any Sub-Contractor of the Contractor, labor or materials, or both at the site of the pro)ect in connection with this contract. GC-2 1-01.7-"Project": The structure or improvement to be constructed in whole or in part through the performance of the Contract. 1-01 .8-"Work": The furnishings of labor or materials, or both, equipment, transportation and other facilities necessary to complete the Contract. 1-02-Correlation and Intent of Documents The Contract Documents are complimentary and what is called for by any one shall be binding_ as if called for by all . 1-03-Conformity to Plans and Specifications All work sh 1 be done in strict conformity to the plans and specifications and to the exact line and grades as fixed by the Engineer, and with such instructions as shAll , from time to time, be given by the Engineer. 1-04-Status of the Engineer All work under the Contract shall be carried out under the direction of the Engineer. Ile shall have authority to stop the work whenever Such stoppage may be necessary to insure the proper execution of the contract. He shall also have authority to reject all wort: and materials which do not conform to the contract, and to decide q,aestions which arise in the execution of the work. All such decisions of the Engineer shall he final and binding on Owner and Contractor, except in cases where disputed time and/or financial consider- ations are involved which, if no agreement in regard thereto is reached, shall be subject to determination by a court of competent jurisdiction unless otherwise settled by compromise or arbitration. 1-05-Detail Drawings and Instructions The Engineer ohall furnish, with reasonable promptness. ndditionol instructions, by drawings or otherwise, necessary for the proper execution of the work. All such drawings fnd instructions shall be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. 1-0h-Copies Furnished Ilie Contractor will he furnished three copies of Plans and S1 _cificntions and shall k(,ep it least one copy of the some constantly accessible cn the job. 1-07-Ownership of Drawings All drawings, specifications and copies thereof prepared or furnished by the Engineer are his property. They are iot to be issed on other work and, with the exception of the signed Contract set, are to be returned to him on request at the completion of the work. GC-3 1-08- Omissions ar.d Discrepancies Minor items of work or material omi`ted from the original plans or specification, but clearly inferable from the info••mntion presented and which are called for by accepted good practice, shall be provided and/or performed by the Contractor as part of his original bid. If the Contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in drawings or in the layout as given by points and instructions, it shall be his duty to inform the Engineer immediately in writing, and the Engineer shall promptly verify the same. Any work done after such discoverg until authorized, will be done at the Contractor's risk. 1-09- Order of Completion The Contractor shall submit for approval, at such times as may be requested by the Engineer, schedules which shall show the order in which the Contractor proposes to carry on th- work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 1-10- Materials, Facilities and Workmen Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of the hest quality commonly used. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality ,if materials. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. Employees or agents of the Contractor who, in the opinion of the Engineer, may intp:i(r the quality of the construction, shall forthwith be discharged by the Contiactor upon the written request of the Engineer. Neither party sbill employ or hire any employee of the other party without the written consent of the other party. 1-11- Payment of Prevailing Wages The Contractor shall pay prevailing wages to workmen, laborers and mechanics, as provided in Chapter 63, Laws of 1945, place of the work. GC-4 1-12- Materials and Equipment Furnished by Owner The Contractor shall receive, inspect and accept all Owner-furnished items subject only to hidden defects, and shall be entitled to damages for such defects only to the extent that such damages are recoverable by the owner against the supplier. 1-13- Material dnd Equipment The Contractor shall file a material and equipment list with the Engineer prior to the beginning of construction and within ten (10) days after the execution r,f the contract. This list shall include the quantity, manufacturer, and model number, if applicable, of material and equipment to be installed tinder the Contract. This list will be checked by the Engineer as to conformity with the plans and specifications. 1-14- Determination of "As Equai" The Engineer shall be the sole judge in the question of. "as equal" of any supplies or material furnished by the Contractor. 1-15- Royalties and Patents The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringements of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has information that the process or article specified is an infringement of a patent he shall be responsible for such loss unless he promptly gives such information to the Engineer. 1-16- Surveys, Permits. Laws and Regulations The Owner shall furnish all surveys unless otherwise specified. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for the prosecution of the work and inspection fees in connection therewith shall be secured and paid for by the Contractor. Franchises and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contra,tor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of t;:p work as drawn and specified. Tf the Contractor observes that the drawings ana .�:!-ifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary changes shall bi adjusted as provided in the Contract for changes in the work. If the Contractor performs any work contrary to such laws, ordinances, rules and regulations, and without written notice to the Owner, he shall bear all costs arising therefrom. GC-5 1-17- Points and Instructions The Contractor shall provide reasonable and necessary opportunities and facilities for setting points and making measurements. He shall not proceed until he has made timely demand upon the Engineer for, and has received from him, such points and instructions as may be necessary as the work progresses. The work shall be done in strict conformiL7 with such points and instructions. The Contractor shall carefully preserve bench marks,reference points and stakes, and in case of destruction, he shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their absence or disturbance. 1-18- 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 injury 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 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 the Contract Documents. He shall provide and maintain all passage ways, guard fences, lights and other facilities for protection required by public authority or local conditions. The Contractot shall bear the risk of loss or damage for all finished or partially finished work until the entire Contract is completed and accepted by the Owner. 1-19- Replacing Improvements Whenever it is necessary in the course of construction to remove or disturb culverts, driveways, roadways, pipe lines or other existing improvements, they shall be replaced to a condition equal to that existing before they were so removed or disturbed. If it is necessary to trench through lawns, the sod shall be removed before trenching a—, ;.eplaced after backfilling. 1-20- Inspection The Engineer and his representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide pr-iper facilities for such access and for inspection. The Contractor shall make reasonable tests of the work at the Contractor's expense upon the Engineer's request. GC-6 If the specifications, the Engineer's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection, and If the inspection is by another authority than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made and, where practicable, at the source of supply. If any work should be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination at the Contractor's expense. After approval, a re-examination of questioned work may be ordered by the Engineer and if so ordered the work must be uncovered by the Contractor. If such work be found in accordar_e with the Contract Documents the Owner shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract Documents, the Contractor shall pay such cost, unless he shall show the defect in the work was caused by another Contractor and, in that event, the Owner shall pay such cost. 1-21- Access Bridging shall be provided across private driveways and roadways during the period that trenches must be open, in such a manner as not to constitute a hazard to the people who use them. All construction operations shall be conducted in such manner as to interfere as little as possible with the normal procedure of traffic. 1-22- Superintendence and Supervision The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactor; to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall he as binding as though given to the Contractor. Instructions to the Contractor shall be confirmed in writing upon his reque-,t In each case. The Contractor shall give efficient supervision to the work, using his best skill and attention. 1-23- Changes in the Work The Owner, without invalidating the Contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the original Conti-act, except that any claim for extension of time caused thereby shall be adjusted. GC-7 In giving instructions, the Engineer shall have authority to make minor chances in the work, not inconsistent with the purposes of the work. Except in any emergency endangering life or property, no extra work or change shall he made unless in 7ursuance of a written order by the Engineer, and no claim for an addition to the Contract Sum shall be valid unless so ordered. The value of any such extra work or c1 .1ge shall. be determined in one or more of the following ways: 1-23.1- By estimpte and agreement on a lump sum. 1-23.2- By unit prices named in the Contract or subr.equently agreed upon. 1-23.3- If, for any reason, method (1-23.1) or (1-2:' .2) cannot be agreed upon, such work will be paid for the actual cost of labor, payroll taxes, mater,21, equipment rental and field supervision required, with the addition of fifteen per cent (15%) to cover profit, overhead, use of small tools, taxes, insurance, bookkeeping and all other incidental costs. In such cases, the Contractor shall keep and present in such form as the Engineer may direct, a correct account of such costs, together with supporting time cards and vouchers. In auy case, the Engineer shall certify to the amount due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Engineer's estimate. 1-24- Changes in Work The Owner reserves the right to make such alterations in the plans or in the quantities of work as may be considered necessary. Such alterations shall be in writing by the Engineer and shall not he considered as a waiver of any conditions of the Contract nor invalidate any of the provisions thereof, provided, however, that the execution of a supT. 2mental agreement acceptable to both parties of the Contract shall be necessary before any alteration is made which involves (1) an extension or ,,hortening of the length of the project by more than twenty-five per cent (25%), (2) an increase or decrease of more than 25"/ of the total cost of the work calculated from the original proposal quantities and the unit Contract prices, (3) an increase or decrease of more than twenty five per cent ;25%) in the quairity of any one major Contract item, or (4) a change in the nature of the "esign or in the type of constriction which materially increases or decreases the cost of the performance of the work. For conditions (3) and (4) above, a major item is defined as any item, unless otherwise indicated on the plans or designated in the special provisions, the Contract price for which amounts to ten per cent (107) or more of the total Contract price as determined by the original proposed quantities and the unit contract prices. When an alteration requires the execution of a supplemental writing, such writing shall he signed by both parties before any work on the alterations Is started. Alterations involving an increase of more than twenty five per cent (25%) in the net of any one minor Contract item will not require a supplemental writing. GC-8 1-25- Final Inspection and Accep�ance All material and completed work are subject to fin21 inspection by the Engineer before acceptance by the Owner. The Engineer shall have the right to subject all machinery and equip.rent a.ld work to such tests as, in his opinion, will assist in determining, whether. the Contract has been faithfully performed. 1-26- Claims for Exti • Cost If the Contractor claims that the cost of construction under the Contract I has been increased through instructions, by drawings or otherwise, after the Contract has been made, he shall give the Engineer written notice thereof within a reasonable time after the receipt of such instruction, and in any event before proceeding to execute the work, except in emerF,ency endangering life or }property, and the procedure shall then be as provided for changes in the work. No such claim shall be valid unless so made. No claims for extra cost or damages s.iall be made by the Contractor for work stoppage or delays caused by any governmental agency or for any cause beyond the control of the Owner. Delays in delivery of Owner-furnished materials or equipment shall not be cause for claims for extra cost or damages by the Contractor, except as can be recovered directly from the material or equipment sn-plier . 1-2%- Deductions for Uncorrected Work i If the Engineer deems it inexpedient to correct work injured or done not in accordance wif-h the Contract, an equitable deduction from tho Contract price shall he made therefor. 1-28- Delays and Extension of Time If the Contractor be delayed at any time in the progress of the work by any act or -1lect of the Owner or his employees, or by changas ordered in the work, or by -ri'.ces, lockouts, fire, unusual delay ;n transportation, un:4voidabl- r 3ualties, or ar,- -es beyond the Coni:ractor's control, or by delay authorized by the F,ngine._r pending arbitration, or by any cause which the Engineer shall decide to justify t'.e del-,y, then the time of completion will be extended for such reasonable time as the Engineer may decide. i Time for completion specified has taken into consideration the possibility 1 of delay and work interruption resulting from interruption ',y other Contractors. No additional compensation will be granted or extension of time allowed because of such Interruption or delay. Delays in furnishing of equipment by the Owner shall not constitute a breach of performance by the Owner so as to relieve the Contractor from strict performance within the time fixed for performance and/or as extended by the Engineer. GC-9 When it has been determined that the Contractor is entitled to an extension of time, the amount of the extension shall be only to compensate for direct delays and shall be based upon the Contractor's energetically pursuing the work at a rate not less than that which would have been necessary to complete the bass ,ontract on time. In determining the amount of extension the Engineer wil _ asider that the Contractor ie applying effort simul- taneously on the several parts of the job to the maximum amount practicable. No such extension will be made for delay occurring more than seven days before claim therefor is made, in writing to the Engineer. In the case of a continuing cause of delay only one claim is necessary. If ni schedule or afreement stating the dates upon which drawings stall be furnished is made, then no claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then, unless such claim be reasonable. This paragraph does not preclude the recovery of damages for delay by either party under other provisions in the Contract Document . 1-29- Correction of Work Before Final Payment The Contractor shall promptly remove from the premises all materials, condemned by the Engineer as failing to conform to the Contract, whether incorporated In the work or not, and the Contractor shall promptly replace and re-execute his own wort. in accordance with the Contract and without expense to the Owner and shall bear the expense of making good all work of othEr cortractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within n reasonable time, fixed by written notices, the Owner may remove them and ma;, store the material at the expense of the Contractor. If the Con tactor does not pay the expense of such removal within ten (101 days' time thereafter, the Owner may, upon ten (10) days' -written notice, sell such materials at auction or at a private sale and shall account for the net proceeds thereof, after deducting sll costs and expenses that should have been borne by the Contractor, or at Owner's option the cost of such removal and storage may be deducted from any funds due the Contractor. 1-30- Defects and TheirRei;-c-dies It is agreed that if the work or onpart thereof shall be deemed by the Engineer ab not in conformity with the specifications, the Contractor shall forthwith rebuild or otherwise remedy such work so that it shall be in full accordance with this Contract. The Contractor shall be responsible for correcting all def,:cts in workmanship and material appearing within one year after completion of this Contract. Ilie Contractor shall start work to remedy such defects within seven (7) days of notice of discovery thereof by Owner and shall complete Puch work within a reasonable time. In emergencies where damage may result from jelay or where loss of service may result such corrections m.ay be made by the lwner in which GC-10 case the cost shall he borne by the Contractor. In the event that the Contractor does not accomplish corrections at the time specified, the work will 'ue otherwise accomplished and the cost of same sha11 be paid by the Contractor. The Contractor shall be responsible for any expenses incurred by the Owner resulting from defects in the Contractor's work, including actual damages, cost of materials and labor extended by Owner in making emergency repairs, and cost of engineering, inspection and supervision by Owner or Engineer. 1-31- Suspension of Work The Owner may at any time suspend the work, or any part tl.ereof, by giving notice to the Contractor in writing. The work spall be resumed by the Contractor within ten (10) days after the date fix_d in ( le written notice from the Owner to the Contractor so to do. The Owner shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this Contract as a result of suct suspension. 1-32- The Owner's Right to du Work If the Contractor should neglect to prosecute the work properly or fail. to perform any provision of this Contract, the Owner, after three (3) days' written notice to the Contractor, n:ey, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor. 1-33- The Owner's Right to Terminate Contract If the Contractor should be adjudged a bankrupt, or if he should make n general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistent; r or repeaLedly refuse or should fail to supply enough properly skilled workmen or prover materials, or if he should fail to make prom,it payment to s•ab- contractors or for miterial or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract, Zhen the Owner, upon the certificate of the Engineer that sufficient cause exists to .justify su.h action, and, without prejudice to any other right or remedy and after giving the Contractor three (3) days' written notice, may t ?rminnte the employment of the Contractor and take possession of the premises and of all ma`erials thereon and finish the work by whatever method he may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the wore is finished. If the unpaid balance of the Contract price shall exceed the expense of finishing t)e work, including compensation for additional manrgerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the C?wner. CC-11 1-34- 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 fault of the Contractor or of anyone employed by him, or if payments due under this Contract are unreasonably delayed, then the Contractor may, upon seven (7) days' written notice to the Owner and the Engineer, stop work or terminate this Contract and recover from the Owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit- and damages. 1-35- Removal. of Equipment In the case of termination of this Contract before completion from any caiise whatever, the Contractor, if notified to do so by the Owner. , shall promptly remove any part or all of his equipment and supplies from the property of the Owner, failing which the Owner shall have the right .o remove such equipment and supplies at the expense of the Contractor. 1-36- Use of Completed 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 may not have expired for completing the entire work. Such taking; possession and use shall not be deemed any acceptance of nnv work not comrleted in accordance with the Contract Documents. 1-37- Payments Withheld Notwithstanding the issuance of any certificate, the Owner may withold any payment or portion of payment or recover any payments theretofore made, to suc;i extent as may be necessary to protect himself from loss on account of (a) Defective work not remedied. (b) Claims filed or reas(nable cause to believe that valid claims will be filed. (c) Failure of the Contractor to mako payments properly to subcontractors, or for material or labor. (d) A reasonable doubt that the Contract can be completed for the balance then •jnpatd. (e) Liquidated Damages or other claims against Contractor by Owner. When the cause for withholding has been removed, payment shall be made for the amounts so withheld , CC-12 1-38- Workmen's Compensation Insurance In addition to such other insurance that may be required under this Contract, the Contractor shall provide adequate Workmen's compensation insurance for all employees employed under this Contract on the project who may come within the protection nf Workmen's Compensation laws and shall provide, where practicable, employer's general liability insurance. 1-39- Public Liability and Property Damage Insurance The Contractor shall carry public liability and properdy damage insurance covering all work under this Contract, including that done by sub-contractors. This insurance shall name the Owner and Engineer as coinsurcd and shall be primary coverage with any insurance carried by the Owner and Engineer classified as additional coverage. 1-39.1- Limits - Unless specified otherwise, insurance limits shall be in an amount not less than the following: Bodily 'Injury, each person, $100,000.00, each accident $300,000.00; Property Damage, each accident, $20,000, aggregate $:0,000. 1-40- Certificates of Insurance Certificates of said insurance shall be filed with the Owner if he so requires. 1-41- Performance Boid The Contractor shall furnish a surety bond or bonds coveting the faithful performance of the Contract and the payment of all obligations arising thereunder. The bond shall be in the full amount of the Contract and shall he upon the form of bond set forth herein. The surety shall be a firm listed as acceptable as surety on Federal Bonds. 1-42- Indeminity The Contractor shall indemnify and save harmless the Owner from and against all losses and claims, demands, payments, suits, actions, recoveries and judgments of every nature and description brought or recovered against the Owner, by reason of any act or omission of the said Contractor, his agents cr empiryees, in the execution of the work or in the guarding of it. 1-43- Existing Utilities or Obstructions Existing utilities and obstructions are shown on the drawings if known to the Engineer. Such information was obtained from old drawings and verbally from persons connected with the particular utility. Such infor- mation is not guaranteed but is made available to the Contractor for what- ever value it may have. Incompleteness or errors in this information shall not be the cause for aay claim fcr extra payment under this Contract nor shall it relieve the Contractor of his responsibility for repairing any damage he may cause to these utilities. CC-13 1-44- Damages Anv claim for damages against the Owner arising o�it of the performance of this Coutract shall he made in writing to she Owner, within a reasonable time of the discovery of such damage, and i-i no event late: than the time of approval by Ow,,er of final payment except as expressly stipulated other- wise. Contractor, upon, making application for final payment, shall be deemed to have waived his right to claim for .-ny other damages than known or thereafter discovered unless such claims r"or final payment includes notice of additional claim and fully describes the alleged damage. 1-45 Liens Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if so requested, shall deliver to the Owner a complete release of all liens arising out :)f this Contract, or receipts in full in lieu thereof and, if require(' in either cab- - affidavit that so far as he has knowledge or information the release and receipts include all labor and materials for which a lien could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Engineer to indemnify the Ownsr against any lien. If any Ifen remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all cost and reasonable attorney's fee. 1-46- Assignment Neither party to the Contract shall assign the Contract or sublet it as a whole without the rritten consent of the other, nor shall the Contractor assign any Moneys cue or to become due to ;aim hereunder without the previous written co9sent of the Engineer. 1-47- Sep,irate Contracts The Owner reserves the right to perform work with his own forces or to let other contracts in connection with this work. The Contractor shall afford the Owner and other contractors reasonable opportunity for the introduction ,end storage of their materials and the execution of their work, and shall prupe-ly connect and coordinate his work with theirs. If a•.iy part of the Contractor's work depends for proper execution or rest,lts upon the work of any other contractor, the Contractor shall inspect an.' promptly report in writing to the Engineer any defects in such work whict. render it unsuitable for such proper execution and results. His failure so to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. To insure the proper execution of his -ubgequent work, the Contractor shall. measure work already in place and shall report at once to the Engineer any discrepancy between the executed work and the drawings. CC-14 1-48- Right of Various Interests Wherever work being done by the Owner's employees or agents or by other contractors is contiguous to work covered by this Contract, the respective rights of the various interests involved shall be established by the Engineer to secure the co-npletion of the various portions of the work in general harmonv. 1-49- Subcontracts The Contractor shall, nc least five (5) days prior to start of a subcontractor's work, notify the Engineer in writing of the name of sub- contractor proposed for the work and shall not employ any that the Engineer may object to as incompetent or unfit. The Contractor agrees that ire is fully responsible to the Owner for the Acts and Omissions of his subcontractors and of persons either directly or indirectly employed by them, as wellas for the acts and omissions of persons directly employed by hi,,-- Nothing ip,-Nothing contained in the Contract Documents shall creat., any contractual relation between any subcontractor and the Owner. 1-50- Arbitration If the parties hereto agree to settle any dispute hereunder by arbitrati% n, such arbitration shall be carried out under the rules and procedures of t. e laws of the place of the work. The Contractor shall not cause a delay of the work because of the pendency of arbitration proceedings, except with the written permission of ' he Enginee.•, and then only until the arbitrators shall have an opportunity to Jetermine whether or not the work shall continue until they decide the ma�ters in dispute. The Engineer shall not be deemed a party to the dispute. He is given the right to appear before the arbitrators to explain the basis of his decision and give such evidence as they may require. 1-51- Lands for Work The Owner shall provide the lands upon which the work under this Contract is to he done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material, together with right of a. cese to same. 1-52- Sanitation Necessary sanitation conveniences for the use of workmen on the job, properly secluded from public observation, shall bp provided and maintained by the Contractoi . GC-15 1-53- Clean-Uv The Contractor shall at all times during progress of the work keep the construction area clean and orderly. Upon completion, the site of all work areas and equipment and material storage areas shall be restored to substantially their original condition. All miscellaneous debris, rock, etc. , resulting from the work shall be remove., and disposed of in a manner satisfactory to the Owner. GENERAL SPECIFICATIUNIS ST11E.;l TABL'c� GF CO:,,'::-:T;; Pas:e 2-01-Sewer Pipe Sewer-1 2-02-?Manholes Sower-1 2-03-Concrete Sewer-2 2-04-Bedding Gravel Sewer-2 2-05-Select Backfill Sewer-2 2-06-Timbering Sower-2 2-07-Trench Excavation Sewer-2 2•-08-Timbering and Sheeting Sewer-3 2-0y-Pipe Bedding Sewer-3 2-10-Tunneling Sewer--4 2-11-Highway and Railway Crossings 2-12-Grade Boards, Lines, Poles and Plumb Bobs Sower-4 Sewer-4 2-13-Traffic, IvIdIntenance and Protection 2-1L-.--* pe Laying Sewer-5 2-15-1,lignment, Tolerance Sewer-5 2-16-Joints Sower-5 2-17-Joints for Force Mains Sewer-6 2-18-3ackfill Jewer-6 2-19-Si,Ij Sower-6 2-20-Mann. Sewer-7 2-21-F: -nd Testing; Sower-7 Sewer-8 Sewer-1 SECTION 2 GENERAL SPECIFICATIONS SEZ,R MATERIALS 2-01-Sewer Pipe Sower pipe shall be of the type designated on the plans and in the Special Provisions. The pipe manufacturer's technical literature, tables of dimensional tolerances and plant certification that pipe furnished masts the required specifications shall be provided to the Engineer if so requested. 2-01.1-Concrete Pipe Plain concrete sewer pipe shall conform to ASTM Specifications C-14 for extra strength non-reinforced concrete sewer pipe. ReirSorcad concrete pipe shall conform to ASTM Specifications C-76. Rubber gaskets shall conform to ASTM C-443. 2-01.2-Clay Pipe Clay sewer pipe shall. conform to ASTM C-278. Compression gaskets shall conform to ASTM 0-1125. 2-01.3-Asbestos Cement Pipe Asbestus cement sewer pipe shall conform to 1ZrM C-1128. Pipe class shall be as specifier:, on the plans or as directed by the Engineer. 2-01.11-Cast Iron Pipe Cast iron pipe shall conform to ASA A21.6 or A21.8 of the class and type specified. Pipe shall have manufacturer's thin cement lining generally conforming to ASA 21.4 except as to thickness. 1-02-1"anholes Stand,,rd precast manholes shall be use-1 unless otherwise specified, and shall conform to A.S.T.M. Specification C-1178. Manholes shall be of the form and dimension shown on the Standard Ddtails. Sower-2 ')-O�.1-Frames and Covers ;,`inhole frames and covers shall be extra heavy type for standard paving, similar and equal to Valley Iron and Steel Co. Manhole Frame Pattorn No. 105 with lrlanhole Cover Pattern No. 106 with ona lifting hold only in the edge of the cover. slater tight manholes, when specified, shall be similar and equal to Malley Iron and Steel Co. water tight frame and cover Pattern No. 100. 2-02.2- Base The base slab for all ma.iholes shall be concrete with a compressive strenE;th. of 3000 psi at 28 days. Channels thrcugh the manhole shall be made to conform accurately to sewer grade, and shall be brought smoothly together with flow lines directed toward outlet pipes. Rough, uneven surfaces which could catch and hold sewaZe solids will not be accepted. 2-03-Concrete Bedding and encasement concrete shall be Portland cement concrete containing not less than six (6) saes o' courant per cubic yard. Sand, gravel and water proportions to be as directed by the Engineer. All concrete shall have a minimum cimpressive strength of not less than 3000 psi at 28 days. 2-04-Bedding Graval Bedding gravel to be used shall be of a type and gradation to provide a solid compact bedding in the trench. Bedding gravel within 3 inches of the pipe shall pass a 3/4 inch mesh and shall contain only negligible amounts of material finer than #30 sieve. 2-05-Select Backfill Backfill gravel shall be 100 per cent 311 diameter or less and may be bank run which has passed through a 3" screen, provided the hinder content is not more than 20 per cent and provided there is a reasonable grading from fine to coarse. 2-06.-Timbering Timbering and sheeting, when required, shall be of Standard Grade Douglas Fir, except where special conditions require better material. The material may be unsurfaced. CONSTRUCTION 2-07-Trench Excavation Trenches shall be excavated to the line and grade designated by t'..a Engineer. Except for unusual circumstances where approved by the Engineer, the trench sides shall be excavated vertically and the trench width shall be excavated Sewer-3 only to such wid„h as is nocessary for adequate working space. The maximum trench width at the top of the pipe shall be 30 inches for pipe up to and including 12 inch inside diameter and tho outside diameter of tho pipe barrel plus 15 inches for pipe larger than 12 inch inside diameter. Where higher strength pipe or special bedding is required because of excess trench width, it shall. be furnished without ex�ensa to the Offer. The top width of the trench shall not exceed the outside dicnoter of the pipe plus 36 inches. The trench shall be kept frco from water until jointing has been completed. Surface water shall be diverted so as not to enter the trench. The Contractor shall maintain sufficient pumpinn equipment on the job to insure that these provisions are carried out. There shall be no boiling or quick condition permitted in bottori of trench. If a quick condition has occurred, the trench shall be overcut to undisturbed material and filled to sewer grade with free drainir.; foundation gravel as shown on Standard details. Trenching operations shall not proceed more than 200 feet in advance of pipe laying except with written approval of the Zn ineer. When trenching operations cut through concrete pavemont, the pavement shall be removed to width of 18 incnes greater ti-tan the top width of the trench. T1.e concrete shall be cut on a straight line and shall be beveled so that the cut will be approximately 1 inch widor at the top than at the bottom. 2-08,- Timbering and Sheeting The Contractor shall provide and install timbering and sheeting as necessary to protect workmen, the work and existing utilities and other properties. All timbering and sheeting above the pipe shall be removed prior to back- filling. Sheeting below the top of -cite pipe may be cut off and loft in place. Removal of timbering shal3 be accomplished in such a manner that there will be no damage to the work or to the other properties. All timbering and sheeting shall be to the Contractor's design and the cost of the work shall be included in the bid price of trenching and backfilling. 2-09-Pipe Bedding Pipe bedding shall be accomplished as shown in the Standard Detail. Unless otherwise specified or required by the Engineer, pipe shall be bedded as shown for Ordinary Bedding. Where the material at the bottom of the trench is unstable, the matter shall be brought to the attention of the Engineer. The unstable material shall be removed to the extent directed by the Engineer and backfilled with foundation gravel, bedding gravel, and/or bedding concrete. Boulders, rocks, roots and other obstructions shall ba entirely removed or cut out to the full width of the trench and to a depth 6 inches below th9 pipe. The trench shall be backfilled a.d corpacted to grade with select bedding gravel. In solid rock the trench shall be excavated 6 inches below the pipe bottom and backfilled as provided above. NUL MMULMR- Sower-4 Tha bottom of the trench shall be finished with hand tools to provide uniform bearing along the barrel of the pipe and to provide suitable holes to fit the ,!ipe bells. lv'h©never the trench is excavated :aloes the depth required, it shall be backfilled with bedding graval and compacted as required by the Engineer. 10-Tunneling Tunneling may be ordered by tha Engineor under pavements or otherwise. The Contractor may tunnel in lieu of trenching for deep cuts. Except where authorized by the Engineer, such tunneling Shall be not longer than 20 feet between shafts. Tunnels shall be not less than 4 feet high and 2 feet wide and not less than 1 foot wider than the outside diameter of the pipe. Tunnels shall be backfilled with materials acceptable to the Engineer and backfill sh-all be mechanically compacted. Subsequent low pressure grouting may be rOLluired. 2-11- Highway and R.ailv,ay CrosUngs The Contractor may use any ma"hod which provides satisfactory rasults and i;, acceptable to the Governmental or private a„ency having contr�.l of the road or track and to the Engineer, provided that the Contractor restores the crossing to its original condition. ;formally, these crossings require the placing of steel, cast iron or concrete pipe casing by jacking or tunneling and laying the sewer line within the casing. 2-12-Grade boards, Lints, Poles and Plu:-cb Bobs The Contractor shalt. furnish materials and erect grade boards, and targets and transfer the lines and grades thereto for excavation or for laying pipe and shall furnish lines, measuring poles and plumb bobs. Grade boards shall not be less than 1 x 3 S1S1E and shall be adequately supported. The distance from the grade wire to the invert or the setter shall be measured by a pole, which shall be straight grained, planed pole, fitted with an iron shoe extending at least 8 inches from the pole at the lower end, and clearly marked at intervals of one foot.. n plumb bob shall be used to check the line of the pipe. Both grade- and line shall be checked for each length of pipe laid, except at tunnals or through Jacked casings where adequate methods shall to used to carry .forward the line and grade. Grades shall be carried by mans of taut grade wire supported on firmly set batter boards at intervals of not more than 30 feet. Not less titan L batter boards set from grade hubs shall be usod at one time. Grade shall be constantly checked and in event that batter boards do not line up, work shall be stopped until the situation is corrected. The Contractor shall replace all monurw nts, right-of-way markers, property stakes, etc., that are removed or disturbed, to the satisfaction of the agency or individual concerned..- Sewer-5 2-1.3-Traffic ;^.aintenance and Protection The Contractor sha'.1 conduct his operations so as to minimize interference with automotive and pedestrian traffic. Soft shoulders shall be plainly marked so as to warn motorists. On important traffic streets, the Enginoer may require the const action of two-way bridges of approved construction. 47here detours aro built, they shall be graded and maintained to the satisfaction of the Engineer. Streets where construction has boon completed or is in progress shall be graded and maintained to the satisfaction of the Engineer. Detours for foot traffic shall not be more than one block in ingth, and shall be provided with adequate handrails, all at the Contrac`or's expense. All work shall be carried on with due regard f J4 the saftty and convenience of the public. Open trenches s.idll be provided with barricades that can be seen at a reasonable distance, and at night shall be adequateiy lighted. Bridges for either behicles or pedostrianz shall be indicated by lights. Adequate lighted signs for detours and construction in progress shall be provided. Safety instructions from the :engineer shall be strictly observed, but following of s.'ch instructions shall in no way relieve the Contractor of hib responsibilit;r or liability. 2-111-Pipe Laying The sewer pipe shall be laid in accordance with the plans and specifications. Each pipe shall be laid with bells upgrade with the invert of the pipe to the alignment and grade shown on the plans. Care shall be exercised to insure close concentric ,Iiints and a smooth invert. Open ends of pipe or fittings shall be temporarily blocked when laying is not in progress. Adjustment to the line and grade shall be done by scraping; away of filling in and tamping material under the body of the pipe. Adjust w nt to linu and grade by wedging and blocking shall not be permitted. The pipe shall be lowered into .he trench by moans of ..•opes, tripod, crane or any other suitable mans. The pipe shall not be dropped or handled roughly. The pipe shall be checked for cracks and defects prior to use, ani ai.lr defective pipe laid aside. Wyes and standing connections shall be install-ad at such locations as are shown on the plans or otherwise directed by the Engineer. 2-15-Alionont Tolerance The maximum tolerance from true line and „rade shall be as follows: a. Maximum deviation from true line and grade shall be 0.0.31 feet for pipe to 11, inch inside diamter, and 0.021 feet per foot inside diameter, with a maximum of 0.0.52 feet, for pipe larger than 18 inch inside diameter. $OWBr-J b. No adverse grade in any pipe length will be permitted. c. The difference in deviation from true line and grade betwoen any two successive joints shall not exceed 1/3 of the amounts specified above. 2-16-Joints Joints shall not be covered until examined and approved by the Engineer. Only pipe layers with experience with the type of gasket shall be allowed to lay the pipe. The Engineer may demand proof of such experience before pipe laying may begin or be continued. Joint material shall be used in accordance with the recommendations of the manufacturer. Pipe handling after the gasket has been affixed shall be carefully controlled to avoid bumping the gasket and thus knocking it out of position or loading it with dirt or other foreign material. Any gasket so disturbed shall be removed and replacod, cleaned and re-lubricated, if required, before the joint is attempted. Care shall be taken to properly eentor the pipe prior to jointing. During insertion of the tongue or spigot, the p:po shall be partiall., supported by hand sling or crane as required to minimize lateral pressure on the gasketp and to maintaia concentricity until the gasket is properly positioned. Pipe deflection and straightening shall be held to a very :minimum once the joint is home to prevent creep of the joint. Sufficient pressure shall be applied in making the joint to assure that the joint is home as defined in the standard installation instructions provided by the pipe manufacturer. Sufficient rostraint shall be applied to the line to assure the joints once home are held, by tamping fill material under and alongside the pipe. At the end of the day's work, the last pipe shall be blocked in such a manner as may be required to prevent creep during down time. 2-17-Joints for Force ;'.ains Joints shall be mado up as reeommei,aed by the pipe manufacturer for the particular joint specified. 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'I'.-. /li -- ---� ,4 v. ,�_ �- AZ t�l -__ _�._-_ Z7oi - - ---- ----- - ----- -- ---- -- --- - ------ --- -- --•--- �---- - - -:- - - 4 _ - �- _ _-_-- - _ I _. ..-. ..__. _ ..__ _ _ - - -_- __ =---_ __-- . _. _ _ - ---c- - - -. __ _ - _. ____ -- _ -- _ _ __ _ -I - __- _- _.. _ _._ __-_.__. _. _. ....-.__ _ --_ _•. __ _.. - -. _-.-.. _ - .. _ _.__. .__ _._-_ _ - ..._ _ _-__ _. --_ ___ _ ___._.___+__ -_- - ----.-..— ._ _ _. _ _ ___ __._.__._ _ - ---- ______ ,.------..--.__-_ --- -----+ _.. --_ - ___ - ____ - _--- _._ -�__ .-_-..- _ ____. _._ -___ _ -__. __-•.-__ ___ _ _ _ - - .--- __..___.. _ _.-�__._ __-.-.. - - -__..._ ___---_ _____ - --' .-.__..-_- - --.__-- _ _ _ __...__ ...__ -__ _- _ ___.. __._ ____ Q �" 2"S r -- -- - .�� ..r� • . _ N�� PLATE 1, PLAN-PROFILE ' KEUFFEI IL ESSER '-O. ___.—_ -__- —____ 487004 .,Au, it u.•.e. qua" -- - - -—. t . # . I � I I Is %44 . - _ - -. -1. , _ r-T _w�•! wl"N____"!"''^,^'^',•�Yo��li� www - w Mm ._ _ _ _ _ r+w.a+�+i•x .r�llwir►.«w.•»-- .•.-- »<__, .. vw.w�. :;:1.--. _....,... _ _--y•.a- _ .._••w---r-• _.. w. � " � I' I K I l i l 11 I I I i I 1 1 F I N tr l 1 ISI. 1 I I~1 1 1 �~I� I ( I 1-I I 1 ( i �~11111111 1 I I 1 I I I I I I 1 I I 1 ( 1 I I 1 1 1 I I I I III I Jill I I i I I I I 1 I I 1 I I I I!1 _. . _ -= �wr.- ., o IIIt � I III1111111111 � 1illlll111 '� II IIIIrIIIII111111II111111 � 1111111I11 III �IIIIIII1111111'I r ' NOTE: IF THIS MICROFILMED 1 2 3 4 "1 6 7 8 9 I O 11 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE;•"IT I S DUE TO 14 QUALITY OF 1HE ORIGIN9L DRAWING, QE gz 8Z LZ eZ S7. bZ E2 22 IZ Oc'. 61 91 LI 91 51 bl EI (1 II 0I1 6 • 1 9 S b E ?-` lo,.►•. ,.N-% Ili IIII nlllnnluulunllull!,14111111111111111111uIIlu111111 nulnnlnnlnllllnlllllllIIIIII1111nIII n,IIIII.!IUIIIUIIIIIIIIIIIl nut II IIIIIiIIIn111111IIIIiI;11111Illlllllliiiil inllunlllulllll1u111111111 11I1nll iiiiI1111IIIIlIlia lilllllllllllll1111I1111IlIIIIIIIIIIIIIIIIII - - _ __ — r, If IN I () �"«._._ ..we-- may, I- .---, . _•_ _ an 1992 — 4m HELEtj C. J . CHFZ15TF_VJSE.M Is 1 34c, 1 AY WT 1200 --A7_H,671-71A,1k7 .5 'r 20. 1 ?- ACFZF-S VV A-, 7Z- 0,37.3. 33 4 3 HF-L(7:. N c.j. as 1 '313 TA X LOT i(Do LL �� "P LYLE EVE ,-Ym c---3ooLjF- ?s 1 3r3 TAX LOT a(Do 2Z. 5& ACRRE5 o R I F 3:_ 1 KI E3 R AY*75 C) fl� '5E'*V E R 2S i 4A TAX LOT ZOO M IFI%J-r ,v J, LHAM KEIZU Q -115 9.04 ACFZF-'B V) v// tD to M � oL 'o ,IX L) 7 !S/--ALF- 1 " -- 2_00 t.5F_V\JE: R EXTF_ K� �5iON3 WAIJJUT Pre- )ck ►-tf d WALNUT_ ST , 121ST AVE SEWER I F F t tl,.4 A 4 OF 4 # T1 1,71 'Jill _0"Awlmov Oak* .4 -A Jill fill fil 1111111111111111111 11 • NOTE : IF THIS MICROF1LMED 4 6 9 10 DRAWING IS LESS CLEAR THAN THIS NOT Ir ,r�, IS DUE- TO --QUAtITY OF THE ORIGINAL Aowllk__.�OORAW I NG„ _ oc ez 9 oz, J.a 9z SZ fp Lp C-4 z Is dt 61 el 1.1 91 1 IN cl ti I 1 01 6 9 L 9 S fo E z I ON& 16-A Or1 77"'----------WMw'-' Iff"ItIA.M41 , fitI & MTRWWT- •Jow J U L 10 199 Opp 'WWI Sewer-7 1Jhen granular material is used as backfill, compaction around the pipe may be accomplished by wa.ter settling, provided that circumstances are such that the pipe will not be disturbed by flotation. The ramaining granular backfill shall be water settled unless otherwise ordered. Wl-iere aossible, the trench shall be partially filled with water and the backfill matorial dumped into the water. here trench is too pervious for filling, t..e backfill material shall be thoroughly saturated with a fire hose stroam while being placed. 1-.':ore the material excavated from the trench is clay or other impervious soil, the compaction around the pipe shall be by hand tamping. The remainder of the backfill shall be placed damp at as near optimum moisture content as possible. Caro shall be taken to remove and divert water from the trench which would rake tine backfill i,,nterial plastic. The material stall be placed in layers approximately 1 foot thick and shall be spread and walked by workman in the trench to avoid air pockets and to provide some compaction. 1•.T ore trench is under the traffic lanes of streets or roads or under sidewalks, parking areas or other locations which are to be surfaced or which carry automobile traffic, the backfill material shall be compacted in inch layers by hand or mechanical compaction. The backfill material shall be freu from rubbish, weeds, other organic material or stones weighing more than 50 pounds. ',,Tere directad by the &gineer, the top two feet of the backfill shall be placed dry and rolled with a tractor or truck. Suitaole allowance shall be made for subgrade or surfacing; material where ordered. The Contractor shall remady without additional corapensation, any defects that appear in the backfill prior t-) final acceptance of the work. 2-19-Side Seworo ln'here applic able, all specifications contained heroin for sewer materials and construc U on shall be held to apply to side sewers. Side sewers shall be constructed where shown, or where directed by the Engineer. rxcept whore immediate connecticn is made by the property oi�ner the side sewer shall be sealed at the property line with a stopper using the same joint as the ;Hain sewer. Slope of side sewe.s :;hnIl not axceed two feet Vortical to one foot horizontal and grade shall not be less than two per cent (2Z). Side sowers shall not be installed as vertical risers. IAlhere change in slope is larger than 2 inches per foot, standard 1/6 bonds shall be usud. 2-20-Manholes ,A nholeb 6hall be constructed as shown in Standard Detail for standard manholes and drop manholes. Manholes shall be of precast reinforced concrete. Mir Sewer-3 The mar�hole bsse slab snail. ;:e placed on firm soil. If the foundation material is inadequate, the Contractor shall notify the Engineer. The Engi.naer may direct the use of foundation gravel or bedding concrete under the normal base. All joints and connoetions to manholes shall be made with cement -ortar or other approved joi.ntine, matarial and :hall be water tiZht. Joints and connections shall be finished on interior and exterior of manhole. 2-21-Flushing and Testin Tests for water tightness shall bi made by the Contractor in the presence cf the Engineer. At the option o:' the Engineer, testing may be by infiltration or by leakage from a filled sewer. Infiltration. shall be measured with the trench material saturated with water whers practicable. The leakage testi shall be made by plugging the outlets of the lower manhole and filling the sower to the upper invert at the upper manhole. Care must be exercised so as not to subject the pipe to excessive hydrostatic pressure. The leakage or infiltration between any two manholes shall not exceed 500 gallons per day per inch o, diameter per mile of sewer. All lines shall be flushed clean prior to their acceptance. Flushing shall be done with a traveling plug and large volumes of water. Contractor shall. furnish water for flushing and testing. mom= wmw�m e;� NLred VAII,'-� Iron 4 S4cffl Go. M-1 4rtw,1c- All jol"4* No.ICS Cover No.106, -1.0 6c w4i-e-"a Nlai-i Svz�-- 7 Onc place vv,4k LIA-ze- Pawr -I A A Wia4evnal Compa,-4ed 154*e.- CICLZT-, 10 conc_ SO-mc. St-r-c at, VA-awi 6ECTICA4 A-A I(ON :97AWIDA,,F�D MAt,4HC'LS DROP MAI�HOLZ:. PI P 0 1 L4 Ch C,L/,S S setic"4 Salec.4 Uac-k-,.I) ti elect up-w%4 y e, Sell C3.A4,m Orl-'CM-1ARY SPC-CiAL- Q ROCK Fr,-j N4 CA+C,K 6ravel IM5 F, Aar,du�lout BEDDING IM YIELDING G PC L Jq 0 H,Ar�PZIS GRZIFFIN ,5TAJDARD DE7AILS :5EWE,7,,_ ENGINEIERL TI G A f�O )0 R EC-14 w T SPECIAL PROVISIONS TABLE OF CONTENTS Pa�e 3-01- Location SP-1 -02- Definitions SP-1 3-03- Control of Nfork SP-1 3-04- Scope of Work SP-1 3-05- Subsurface Conditions SP-1 3-06- Plans SP-2 3-07- Guarantee SP-2 SP-1 SECTION 3 S?_`CIAL PROVISIOi�IS 3-01-location This sewer project will extend from the intersection of S.? . 121st. Avenue and S.I.I. Katherine Strcet to approximately the 12700 Block of 0.'r3. Walnut Street in the City of Tigard, VTashingtjon County, Oregon. 3-02-Definition; "Owner": �.B. Griffin and J.W. Lrayson "Enginears": Harris & Griffin, or their authorized representative. "City": City-of Tigard, 4$ashington County, Oregcn 3-03-Control of Work All :cork under this contract shall be executed in a manner satisfactory to the Engineer and the City. The work will not be considered co.mpleta until accepted by i;otii the Engineer and the City. 3-04-Scope of I-Tork The work to be done under these specifications and plans which accompany them consists of {?ze construction of sanitary sewers, manholos, and such appurtenant facilities and work, as indicated and required. The contractor will bre required to furnish all labor, materials and equipment necessary for construction of the systems as indicated on the plans and stated herein and to furnish all miscellaneous items requii _ . to complete the work. 3-05-Subourface Conditions Adverse soil conditions may be encountered at some locations. ine extent of such adverse 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. The con- tractor should recognize that these considerations can allow little if any adjustment of depth to avoid difficult excavation. SP-2 3-05-Plans Plans for this project are shown on a drawing consisting of one (1) sheet which is bound separately and which bears the title: WALNUT STRZ:33T SI ER EXTENSION PLAN & PROFILE 3-07-Guarantee Whether or not there appears here or elsewhere herein specific raference to guarantees of all items of material, equipment, and workmanship, 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 perioa 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 ehould the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intendad condition or grade. This guarantee shall be understood to imply prompt attention to aay remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their oxistence. If the defect is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost there shall be borne by the contractor. To support the above guarantees the contractor's performance bo:zd 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 att-orney 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 a permit 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. ,IIEASUF0a,:NT AND PAYMENT TABLE OF CONTENTS Page 4-01- Payment W-1 4-01.1-Trench .Excavation and Backfill W-1 4-01.2-Concrete Sewer and Side Sewer Pipe tip-1 4-01.3-Manholes WIC,-1 4-01-4-Pipe Fittings I%W-2 4-01.5-Bedding Material MSP-2 4-01.6-Select Backfill MkP-2 SECTION 4 PEASUREi-04T ANID PA=, T 4-01-Payment for all work under this Contract sh& be made .s follows: 4-01.1-Trench Excavation and Backfill Payment will be based on the lineal feet of trench m,asuraa along the slope of the ground surface to the centerline of raan'lolo or inter- secting trenches. These iters shall include payment for excavation of all materials of whatever nature encountered, except solid rock. Boulders over 1/2 cubic yard will be paid for as solid rock. It is not expected that solid rock will be encountered, and if it is encountered, it will be paid for as an extra. These items shall include the cost of sheeting, bracing and dewaterin , if necessary, and excavation for manholes and drainage structures. The cost of hauling away any excess material shall be incluaed in this item. The cost of clearing for installatign of pipeline is also included. These items include the cost of removing and replacing fences, mail boxes, poles and posts of all types, trees and shrubs, and rockeries; trenching through paved streets, lawn area and driveways; furnishing and placing of gravel and crushed Nock on road shoulders to restore surface to original condition; tunneling under walkways less than 5 feet in width and restoration of all other surfaces not included -n unit bid prices. These items include the cost of restoration of driveways and roadway asphalt surfaces in accordance with County requirements. 4-01.2-Concrete_ewer and Side SewerPipe Includes furnishing all sewer pipe, materials and woAc necessary to lay a complete sewer lino, and testing the pipe. Payment will be made for footage actually laid as measured along the ground from center to center of manholes or to :.imit^, of Contract. Tees and pipe fittings will be paid for under other bid items but are also included in the lineal feet of sower pipe paid for under this item. 4-01.3. Manholes Piiee includes furnishing all materials and constructing standard manholes as shown on the Standard Details. L-01.4-Pipe rittinSs Payment for providing and installing pipe fittings for services is in addition to the prices per lineal foot of pipe. The exact number and type will be determined in the field. The costs of furnishing and installing plugs as necessary to seal the ling at locations for side sewers and house sewers aro included in those items. 4-01.5-Fedding Material Includes furnishing and placing. beddiAg gravel and/or foundation gravel in accordance with Standard Details. Bedding gravel requirod by unauthorized excavation bolow the required trench depth or excavation of trench width greater than thirt.,- inches (30"') will not be paid for. 4-01.6-Select nackfill The unit price per cubic yard includes all costs to furnish and place select backfill in accordance with these specifications. The con- tractor will provide to the Engineer delivery slips for materials delivered under this item. PROPOSAL From: To: Harris & Griffin 13015 S.W. Pacific Hwy. 11.0. Box 23587 Tigard, Oregon Gentlemen: Tho undersigned has oxaminc,d the site, plans and specifications, .la- - -1 ordinances governing the proposed Walnut Street Sev;cr Ex n. in accordance with the terms and provisions in the fo ng, the followinz prices are tendered as an offer to Pei ,..,m the work and furnish the material whore required, complete in place. Payment shall be made as specified in the section "L:easurement and Payment" of the Speoifieations. 1,U;! DESCFM'-` 10N Quay unit :�rount Price 1 Trench :Lxcavation & Backfill 2960 L.F. 2a. Furnish & Install 10" Concrete Sewer Pipe 1918 L.F. b. Furnish & Install 12" Concreto Sewer ripe 1011 L.F. ,r 3 I,:anholes 9 each tir 4 Pipe Fittings - 10" pl igs 3 each ; 5 Beddin6 :�,aterial 200 cu.yds"� 6 Select iiackfill 50 cu. yds4. tip TOTAL 4___.._..� Contractor Signed by Date Address Phone AGREEKENT STATE OF OREGON ) ss COUNTY OF ) THIS AGREEMENT AND CONTRACT, made and entered into at , Oregon this day of 19 , by and between of , Oro,-,on a ,ereinafter desi;nated as tie' ", and , hereinafter designated as the "Contractor", WITNESSETH: That WHE)IF'EAS the Owner has heretofore caused to be prepared certain plans and specifications and other Contract Documents described in the General Conditions forth(-, construction of and the Contractor dial on the day of file with the Owner a proposal to construct said and agreed to accept as payment therefor the sum fully stated and set torth in the proposal, and WHEREAS, the said Contract jocuments fully and accurately describe the t.-:rms and conditions upon which the: Contractor proposes to furnish said equipment, lahor, material and appurtenances and perform said work, together with % he manner and time of furnishing same; IT IS THEREFORE AGREED, first, that a copy of said General Conditions and other Contract Documents filed with the Owner, as aforesaid, do in all particulars become a part of the Agreement and Contract by and between the parties hereto i*,*, all matters and things therein set forth and described ; and further, that thc: Owner and the Contractor hereby accept and agree to the terms and condi- ti_m s of said Contract Documents as filed as completely as if said terms and :.ondi.tions and plans were herein set out in full. IN FAITH WHEREOF, witness the hands and seals of both parties hereto on the day and year in this Agreement first above written. Owner by Title ;SEAL) Attest: By. For rpt e Owner (Title ADDRESS: Contractor By_ For the Contractor '�(Title) v m PERFORMANCE BOND* 1iNOW ALL MEN BY THESE PRESENTS, That we, _ (the official name, form of organization, and address of the Contractor and, if part- as Principal, and ne rship, name of partners) (.he 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 suin of (the basic contract price, both in words and figures) for the payment of which we jointly and severally bind ourselves, our -heirs, executors, administrators, succesbors, and .assigns, firmly by these pre- sents. THE CONDITIO..N OF THIS BOND IS SUCri THAT WHEREAS , the Principal herein (nw..ne of the Contractor) on the day of , 19 entered into a contract with the Obligee he rein, which contract (offic:.al. name o! Owner) consists of (List of the Contract Documents as named in the contract, including the contract itself) - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - *Note: This form is subject to the approval or change by t'_^ attorney or other person authorized to represent the Owner. Per:ormance 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 su•,ns 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 _:f said work, as set out more fu:.lyin said Contract Documents; and to do and perform all things in said Contract Documents required, ?.n the time and manner and under the terms and conditions therein set forth; and .n 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 all 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 pres- cribed, well and faithfully do, perform, and furnish all matters and things as by there 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 811 + 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 appropriate court of the State of , and insofar as permitted by the laws of such right of action shall be asserted in a proceeding insti- tuted in the name of the Obligee to the use and benefit of the person, firm or corporation instituting such action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corporation having a claim hereunder shall have the right to be made a party to such proceeding (but not later than six months after the complete performance of said contract and final settlement and judgment rendered thereon). (b) In no event shall the Surety be liable :or a greater sum than the penalty of this bond, or subject to any suit, action, or proceeding thereon that is instituted later than twelve (12) months after the complete performance of said contract and final settlement thereof, Performance Bond - Page 2 (c) Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereuader or the specifica- tions accornpanyin� the sang.: shall in any wise affect its obligations on this bond, and it does hercwy waive notice of any su, h channc, extension of time, aiteration, or addition to the terms of the con,ract or to the work or to the specifications. IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in this day of 19 (SEA L) (SEA L) (S EA L) (SEA L) (Principal) Witnesses: SEA L) (Surety) Countersigned: By— Resident Agent Performance Bond Page. 3 &jai BEN TRAUB FRED WEHRLi FAT ANDERSEN 6110 3' s 3 Q /0 tl1p?A) ,E .�I�� NL Nm Vd �D55 t./ CITY OF TIGARD. OREGON LOCAL IMPROVEMENT DISTRICT (P W. DEPT,) PROCEDURE CHECK LIST I. FILE INITIATED: . .............e..e• ... .............. ❑ (1) supplementary sheets attached...,„. .....,,,,,, ❑ II. PETITION FILED with CITY RECORDER: (1) Pending City Council action. , ,,,. ,,.,.,,,,,,,, (2) Accepted and approved by Council. . ,_..... �L III. COUNCIL GRDERS PRELIMINARY REPORT,...„,, tj Ree IV. PREPARATION OF PRELIMINARY REPORT: (1) Project feasibility statement, ,, ,,,,,,,,,,,,,, (2) Preliminary plans and specifications,...,,,,,, p (3) Preliminary construction cost estimate......., q (4) Preliminary assessment roll estimate.,..,,.... ❑ (5) p=eiiininary report submitted to City Recorder. r3 V. PUBLIC UTILITY CO:s NOTIFIED OF POSSIBLE L.I,D.. ... ... .. ❑ VI. COUNCIL ISSUES "NOTICE OF INTENTION". . , „ . . . . . . . .. . ... _ [j Res,* VII. PUBLIC HEARING. (1) Location (2) Date and_Ti;e; _ _ VIII. COUNCIL RATIFYS/CONFIRMS "NOTICE OF INTENTION ❑ rise, _ IX. PREPARATION OF BID DOCUMENT: (1) Notice to Contractors............. .,.. .,... , ❑ (2) Proposal. . . , , . , , .,o.e....e- ,,. ' O (3) P.W. Contract Agreement.,,., 11 (4) P.W. Contract Bond.,,,,..,,,,,,,„, ,,,.„... (5) Certificate of Insurance. . (G) Plans/Specs. & Special Specs . (ifreq,) . ❑ (7) Pre-qualification Applic- ,. „- ---,.,„„ 0 (8) Bich nocumnnt submitted to City Recorder... ..... ❑ X. EASEMENT ACQUISITION AND RECORDING (if raq,) ............ 0 Xi. BID OPENING! (1) Location (2) Date and (3) RECOMMENDATION MEMO, submitted to City Recorder_❑ �_L { INSERT. STREET, SEWER, STREET LIGHT. Page 1 of 2 XII. COUNCLL REVIEWS/AWARDS BID, ,, , ,, , , . . ... . . . . . . . . . . . . . ❑ __ L_� (l) Awarded to l2) Awardee notified by letter.. . . .. . ❑ �1 XIII. PROJECT DOCUME;N7S EXECUTFn, (1) Contract documen•ce signed a) P.W. Contract Agreement,,,,,,,,,,,,, ❑ b) P.W. Contract Bond. ,. .. . . .- c) Certificate of Insurance ..... ... . ❑ (2) Permits and licennon acquired _ ❑ (3) Deposits made . . . . . ❑ (4) Contractors "Notice to Proceed ' issued- , . .. O XIV, COMMENCEMENT OF CONSTRUCTION. ,,, . . _. , 1 ,, , ❑ �_L Notg_ Inspection sheets and construction/impaction check lipt (attached) for progress. XV. FINAL INSPECTION OF CONSTRUr_TIONc. ...... ......**...,, ❑ (1) Pending correction of deficiencies,,.,,,,,,, . ❑ (2) Not acceptable. con9truction deficient,,., . . ❑ (3) All construction items acceptable,,,.,,. ❑ XVI, EXECUTION OF FINAL PROJECT DOCUMENTS) (1) Release and waivers signed_,,—... ❑ / / (2) Maintenance Bond signed_ . . ,,,,, .e ,.,...�,�„ ❑ (3) As-built: draw'ngs reCeiVed,,,. ,,. ❑ (4) Final Report to Council issued,, ❑ XVII. COUNCIL ACCEPTANCE OF PUBLIC IMPROVEME14TO........... . ❑ 1_L a) Final Payment to cont actor. .,,,,. . , ,, . . ❑ XVIII. REMONSTRANCE HEARING! (1) Location (2) Pain and Time XIX, COUNCIL DETLRMINFS FINAL COSTS & ASSESSMENTS. . .., _ . . . . ❑ Ord,# _ XX. COUNCIL RA7iF75 ADOPTS & CONFIRMS ALL, PROCEDURES. . , , ❑ Order` MAINTENANCE BOND EXPIRATION DATE: Page 2 of 2 (C) Commenced Paving. ...... ....................... 13 / 1) Paving in*pected... .................... C) / a) Tent date filed................. p b) Tentatively arrertnd by City.... p (D) Parking lot tentatively accepted by City...... p VI. SIGN: (A) Street name sign. in9talled... .. . . .. .. ....... . p (B) Traffic aigna installed..... ..... ..... .. ...... p VII. SIDEWALK: (A) Commenced installation.. .. ......... .. ......... D i / (B) Completed instl+llation. .......... ...... ...... . (3 (C) Inspected. .• • • O / (D) Tentatively ac—tpdbyCity....... ........... O / / VIII. STREETLIGHTINGs (A) Commrwnceu installation... .. ... . .... I.......... 13 / (A) Completed inet:kation.. .. .... .. ....... .. .. . .. 13 / (C) Inspocted. .... ............ (D) Tentat:ivel.y accepted•by•City. . ...•. . .•...... .• (3 1) Authors+ation latter to Energise filed IX. LANDSCAPE: (A) Commenced innvillation....... . .. .... .. .. ... ... O / (B) Completed installation... .... . .... ... . ........ (3 (C) Inspected...... .... . .................. .... ... (D) Tentatively acceptpdby City.. ................ (3 X. GENERAL AREA DRAINAGES (A) Building rain drains ineperted.. . .... ..... I... p - (B) Culverts inspected. ..... O (C) Drainage ditche. inspected.... ................ 0 __/ / (D) Tentatively accepted by City. ....... .......... (3 NOTEt PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE, REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OFt 1) Approved Plsh Revisions 2) Approved 80cification Variances 3) Change O ors/Extra Work Orders r 4) All Coespondence/Memo' 5) Lily nepection Sheets